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Home My WebLink AboutZ-6117-B MapSITE NAME: HIGHWAY DEPT SITE NUMBER. LR03XC071 2 Sprint )ok 6560 SPRINT PARKWAY OVERLAND PARK, KANSAS 66251 * STRUCTURE TYPE: MONOPOLE MARKET: ARKANSAS god ri nt _ ERI CSSON LAUNCH 6100 SPRINT PARKWAY L NETWORK VISION MMBS AUNCH OVERLAND PARK, KANSAS 66251 4. PROJECT SUMMARY DRIVING DIRECTIONS VICINITY MAP LIST OF DRAWINGS NO, SHEET TITLE RESP ENGR 55c SITE NAME: HIGHWAY DEPT DEPART FROM: 300 SITE NUMBER: LR03XC071 FROM THE INTERSECTION OF I-530 AND I-440 IN LITTLE `. T-1 TITLE SHEET ML.O/TMIS 9988dand West P*,091h so-ee4sella0 ROCK HEAD SOUTHWEST TOWARD 1-30 W. MERGE ONTO MdWva� Pike, D913-43 -7700 F.:91ansas -438 SITE ADDRESS: 9101 MABELVALE PIKE 1-30 W (8,6 MI). TAKE EXIT 130 TOWARD r--�� ,TbmW and Ca Phone:913-438-7700 Fez: 913-438-77T7 LITTLE ROCK, AR 72209 AR-338/BASELINE RD/MABELVALE (486 FT). MERGE ONTO €rt r: A-1 OVERALL SITE LAYOUT MLO APNN. 1-30 FRONTAGE RD. SHARP RIGHT ONTO MABELVALE PIKE. MLO r Y P DESTINATION WILL BE ON THE RIGHT. �"i A-2 EQUIPMENT LAYOUTS LATITUDE: N 34.6711' (NAD 83) A-3 SITE ELEVATIONS MLO A-4 ANTENNA PLANS MLO LONGITUDE: W 92.3807 (NAD 83) II p A-5 RFDS SHEET (VB1, 09/31/12) MLO GROUND ELEVATION: 290' (AMSL) '� ' A-6 PLUMBING DIAGRAMS MLO JURISDICTION: PULASKI COUNTY PROJECT '131 LOCATION A-7 COLOR CODING DETAILS MLO ZONING: N/A _ E,litl9 ROC74 f A-8 DETAILS MLO - p.._ r STATE OF ARKANSAS Bagd" Rd '+ A-9 DETAILS i - f MLO CERTIFICATE OFAUTHORIZATION 8774 o A_10 DETAILS MLO RESPONSIBLE ENGINEERS: SCOPE OF WORK S MLO MICHAEL OWENS 13458 STRUCTURALICIVIL �•�+'- TMS IERRAVCE >a.SUFER 9777 ELECTRICAL �13G TMS 1AMT E-1 UTILITY SITE PLAN 1. THE WIRELESS COMMUNICATION FACILITY IS NOT INTENDED FOR iI E-2 DETAILS TMS HUMAN OCCUPANCY �.' E-3 DETAILS TMS I" NOTICE: THIS DRAWING HAS NOT BEEN PUBLISHED AND O THE =.f// SOLE PROPERTY OF SSC, INC ANO ISLENTTOTHEBORROWER 2. THIS FACILITY DOES NOT REQUIRE PORTABLE WATER AND WILL f E-4 GROUNDING PLAN, RISER AND NOTES TMS FOR THEIR CONFIDENTIAL USE ONLY, AND IN CONSIDERATION llley=�-{uj ,: OF THE LOAN OF THIS DRAWING, THE BORROWER PROMISES NOT PRODUCE ANY SEWAGE. f TMS AND AGREES TO RETURN IT UPON REQUEST AND AGREES THAT E-5 DETAILS IT WILL NOT BE REPRODUCED, COPIED, LENT OROTHERWISE 3. THE SCOPE OF WORK CONSISTS OF MODIFYING THE EXISTING CONTACTS APPROVALS DISPOSED OF DIRECTLY OR INDIRECTLY, NOR USED FOR ANY WIRELESS INSTALLATION: E-6 DETAILS TMS PURPOSE OTHER THAN FOR WHICH IT IS FURNISHED DESIGNER: T.N TAYLOR • REMOVAL OF (3) EXISTING EQUIPMENT CABINETS APPLICANT: SPRINT PCS GN -1 GENERAL NOTES MLO/TMS • INSTALLATION OF (2) NEW EQUIPMENT CABINETS 6580 SPRINT PARKWAY LEAD EE: T. SUPER • REMOVAL OF (6) EXISTING ANTENNAS OVERLAND PARK, KS 66251 • INSTALLATION OF (3) NEW ANTENNAS LEAD CE/SE: M. owENs SPRINT REPRESENTATIVE DATE • INSTALLATION OF (9) NEW RRU'S (REMOTE RADIO UNITS) TOW PROPERTY OWNER: JONES HARLEY—DAVIDSON SUBMITTALS 10210 INTERSTATE 30 NO . DATE I DESCRIPTION BY LITTLE ROCK, AR 72209 A 114/Ia/12I MED FOR MO EMMETT JONES SPRINT RF ENGINEERING DATE 1Mf (501) 568-3160 I APPLICABLE CODES ENGINEERING CONSULTANTS: SSC, INC. ssoo IN 109TH sr, SUITE 300 OVERLAND PARK, KS 66210 SITE OWNER DATE MAELE ALL WORK SHALL BE PERFORMED AND MATERIALS INSTAU.ED IN ACCORDANCE KEVIN N KEISU WITH THE CURRENT EDITIONS OF THE FOLLOWING CODES AS ADOPTED BY THE (913) N —7700 SITE NAME LOCAL GOVERNING AUTHORITIES. NOTHING IN THESE PLANS IS TO BE (913) 438-7700 CONSTRUED TO PERMIT WORK NOT CONFORMING TO THESE CODES. SAMI ANTHONY RYAN SPRINT CONSTRUCTION MANAGER DATE HIGHWAY DEPT ERICSSON 1. INTERNATIONAL BUILDING CODE 6100 SPRINT PARKWAY THE ABOVE PARTIES HEREBY APPROVE AND ACCEPT THESE DOCUMENTS AND 2. INTERNATIONAL MECHANICAL CODE OVERLAND PARK, KS 66251 AUTHORIZE CONTRACTOR TO PROCEED WITH THE CONSTRUCTION DESCRIBED 3. ANSI/TIA-222 STRUCTURAL STANDARD HEREIN. ALL DOCUMENTS ARE SUBJECT TO REVIEW BY THE LOCAL BUILDING SITE NUMBER 4. NFPA 780 — LIGHTNING PROTECTION CODE DEPARTMENT AND MAY IMPOSE CHANGES OR MODIFICATIONS. 5. UNIFORM PLUMBING CODE 2L JOHNNY ATWOOD LR03XCO71 6. NATIONAL ELECTRICAL CODE (501) 574-1269 SITE ACCESS PROCEDURES ENGINEER'S LICENSE RF ENGINEER: SAJID HAMID SPRINT MARKED WITH BLACK & YELLOW TAPE COMBINATION LOCKS: 6985 SITE ADDRESS Y CALL. BEFORE YOU (214) 538-9864 9101 MABLEVALE PIKE DIG — DRILL — BLAST ALL CABINET COMBINATION LOCKS: 6985 1—eoo-482—B9sB LITTLE ROCK, ARKANSAS 72209 (TOLL FREE) FIBER PROVIDER: ARKANSAS ONE—CALL SYSTEM, INC. SHEETTITLE THE UTILITIES AS SHOWN ON THIS SET OF DRAWINGS WERE DEVELOPED TITLE SHEET FROM THE INFORMATION AVAILABLE. THE INFORMATION PROVIDED POWER PROVIDER: IS NOT IMPUED NOR INTENDED TO BE THE COMPLETE INVENTORY OF UTILITIES IN THIS AREA. IT 15 THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE LOCATION OF BLL UTILITIES (WHETHER SHOWN OR NOT) SHEET NUMBER AND PROTECT SAID UTILITIES FROM ANY DAMAGE CAUSED BY CONTRACTOR'S ACTIVITIES. T-1 -v 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 CUR CLEAR COL COLUMN CONC CONCRETE CND CONDUIT DWG DRAWING FT FOOT (FEET) EGB EQUIPMENT GROUND BAR ELEC ELECTRICAL EMT ELECTRICAL METALLIC TUBING ELEV ELEVATION EXISTING FENCE EQUIP EQUIPMENT B (E) EXISTING EXT EXTERIOR EXISTING FND FOUNDATION PPC RACK PROPOSED EXISTING F FIBER SPRINT GPS GENERATOR GA GAUGE EXISTING GPS ANTEANNA ANTENNA GALV GALVANIZED TO BE REMOVED GPS GLOBAL POSITIONING SYSTEM GND GROUND EXISTING LTE LONG TERM EVOLUTION CONCRETE PAD MAX MAXIMUM MFR MANUFACTURER EXISTING EXISTING (3) SPRINT MGB MASTER GROUND BAR ICE BRIDGE CABINETS TO BE REMOVED MIN MINIMUM AFTER NEW CABINET MMBTS MULTI—NODE BASE INSTALLATION HAS BEEN TRANSMISSION STATION TESTED AND APPROVED BY PROJECT MANAGER N.T.S. NOT TO SCALE O.C. ON CENTER EXISTING ^% OE/OT OVERHEAD ELECTRIC/TELCO 110'-0" 11 j PPC POWER PROTECTION CABINET MONOPOLE _ _� RBS RADIO BASED STATION RRU REMOTE RADIO UNIT RGS RIGID GALVANIZED STEEL + EXISTING IN INCH(ES) PROPOSED SPRINT rv" PROPANE TANK INT INTERIOR CABLES ROUTED UNDER LB(S) POUND(S) EXISTING ICE BRIDGE S SF SQUARE FOOT i STL STEEL TYP TYPICAL UE/UT UNDERGROUND ELECTRIC/TELCO UNO UNLESS NOTED OTHERWISE PROPOSED SPRINT VIF VERIFY IN FIELD CABINETS (TYP OF 2) TO REPLACE EXISTING W/ WITH XFMR TRANSFORMER CABINETS OF SEE SHT A-2-2 D FOR DETAILS # POUND(S) SYMBOLS ZL REVISION WORK POINT QJ UTILITY POLE IGLLlLLLCI i WALL COMPRESSED STONE CONCRETE/GRAVEL D ASPHALT _ EARTH GRATING STEEL — CENTERUNE — — — PROPERTY LINE ------- LEASE LINE — — — — — EASEMENT UNE —.—•—_— CHAIN LINK FENCE ��-- WOOD FENCE BELOW GRADE --------- ELECTRIC BELOW GRADE -------_ TELEPHONE —OHP—OHP— OVERHEAD ELECTRIC/TELEPHONE ` SECTION REFERENCE Al OVERALL SITE PLAN Spri n '10� 6580 SPRINT PARKWAY OVERLAND PARK, KANSAS 66251 09 ERICSSON 6100 SPRINT PARKWAY OVERLAND PARK KANSAS 66251 sob sscl0?c Overland Perk, Kansas 66210 Phone 913-436-7700 Fax: 913-436-71T7 STATE OF ARKANSAS CERTIFICATE OF AUTHORIZATION 0774 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, if O-Ar:O IS LENT TO THE BORROWER FOR THEIR C014FIDEHTiAL USE prRY, AND IN CONSIDERATION OF THE LOAN OF THIS ORµWf4 TME BORRO'AER 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 CE/SE: M OWENS SUBMITTALS f No•DEscR,PTlora By An1—O/d9R2 ISRIED FOR REYEN I TNT SITE NAME HIGHWAY DEPT SITE NUMBER LR03XCO71 SHEET NUMBER A-1 SITE ADDRESS 9101 MABLEVALE PIKE LITTLE ROCK, ARKANSAS 72209 NORTH SHEET TITLE OVERALL SITE PLAN SHEET NUMBER A-1 EXISTING SPRINT EXISTING SPRINT PPC CABINET GPS ANTENNA 10'X 20' CONCRETE PAD EXISTING & LEASE AREA MONOPOLE 1 II P a O I r'1 N L 2 EXISTING ICE - BRIDGE x w EXISTING (3) SPRINT EQUIPMENT CABINETS ING SLED I -BEAMS EXISTING CONCRETE PAD NORTH EXISTING ANTENNA LAYOUT EXISTING SPRINT EXISTING SPRINT PPC RACK GPS ANTENNA PROPOSED SPRINT GPS ANTENNA EXISTING ICE BRIDGE EXISTING (3) SPRINT EQUIPMENT CABINETS HEIL HAU TEMPORARY ANTENNA LAYOUT EXISTING SPRINT PPC RACK PROPOSED SPRINT GPS ANTENNA v �II EXISTING CONCRETE.EXISTING CONCRETE PADS FINAL ANTENNA LAYOUT Sprint ')P� 6580 SPRINT PARKWAY OVERLAND PARK, KANSAS 66251 409 pt pp ERICSSON 6100 SPRINT PARKWAY OVERLAND PARK, KANSAS 66251 A. 55C 9900 West 109th Ste e4 Suite 300 Ovedand Perk, Kansas 06210 Phare: 913A3&7700 Fac 913A38-7777 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 ITWILLNOT 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 EIR T SUPER LEAD CEISE: M. OWENS SUBMITTALS NO.DATE I DESCRIPTION BY A 110%40/12 � WO FOR RENER 1w. SITE NAME HIGHWAY DEPT SffE NUMBER LR03XCO71 SITE ADDRESS STATE OF ARKANSAS 9101 MABLEVALE PIKE CERTIFICATE OF AUTHORIZATION 9"4 LITTLE ROCK, ARKANSAS RESPONSIBLE ENGINEERS: 72209 MLO MICHAELL OWENS 13458 STRUCTURALICIVIL NORTHTMS TiRRANCEM.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 ITWILLNOT 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 EIR T SUPER LEAD CEISE: M. OWENS SUBMITTALS NO.DATE I DESCRIPTION BY A 110%40/12 � WO FOR RENER 1w. SITE NAME HIGHWAY DEPT SffE NUMBER LR03XCO71 SITE ADDRESS 9101 MABLEVALE PIKE LITTLE ROCK, ARKANSAS 72209 SHEET TITLE EQUIPMENT LAYOUTS NORTH SHEET NUMBER A-2 SSC HAS NOT PERFORMED A STRUCTURAL TOWERON TES: ANALYSIS AND HAS NOT BEEN PROVIDED ANY STRUCTURAL 1. THE SIZE, HEIGHT. AND DIRECTION OF THE ANTENNA 1. CONTRACTOR TO FIELD VERIFY ANTENNA CABLE TOWER ANALYSIS INFORMATION REGARDING THIS Sm SHALL BE ADJUSTEO TO MEET SYSTEM REQUIREMENTS. 2. CONMACREP HALL VERIFYHEIGHT OF ANTMNA WITH LENGTHS. 2. ALL MAIN CABLES WILL BE COLOR CODED AT THREE Sprint RF SIGNAGE: PENDING ANTENNA (3) LOCATIONS. MOUNT CERTIFICATION SITEHAS EXISTING RF SIGNAGE 3. ALL ANTENNA AZIMUTHS TO BE TAKEN FROM TRUE NORTH. 3. COLOR CODE ALL ANTENNA AND COAX WITH 2" WIDE 6560 SPRINT PARKWAY OVERLAND PARK, KANSAS 66257 BANDS OF COLORED TAPE WITH 1' SEPARATION BETWEEN BANDS — SEE SHEET A-7. EXISTING SPRINT PLATFORM WITH HANDRAIL CL QF IS TAND PROPOSED SPRINT ANTENNAS 4. COLOR CODE ALL TOP AND BOTTOM GROUND KITS WITH 1" WIDE BANDS OF COLORED TAPE WITH 1/2' SEPARATION BETWEEN BANDS. - PROPOSED SPRINT ANTENNA 5. START COLOR BANDS 2" BEYOND WEATHERPROOFING. (SEE DETAIL 2 SHT A-4) 6. START SECTOR COLOR NOCT TO END CONNECTOR. ERICSSON (TYP 3 PLACES) 7. ALL MAIN CABLES WILL BE GROUNDED W/ COAXIAL 6}W $PRINT CABLE GROUND KITS AT— KANSAS U951 [NEitLIIIU . THE ANTENNA LEVEL (6) EXISTING SPRINT ANTENNAS TO BE RELOCATED AND THEN REMOVED WHEN MID LEVEL IF TOWER IS OVER 200' BASE OF TOWER PRIOR TO TURNING HORIZONTAL �; EQUIPMENT MIGRATION IS FINISHED TERMINATION OF COAX LINES TO JUMPERS �,1' (SEE DETAIL 1 SHT A-4) B. ALL NEW GROUND BAR DOWNLEADS ARE TO BE 'SSC CADWELDED TO THE EXISTING ADJACENT GROUND BAR DOWNLEADS A MINIMUM DISTANCE OF 4' BELOW GROUND BAR. 9900 West 109th StreeL Suite 300 9. PROVIDE BUSS BAR NEAR BTS FOR ATTACHMENT OF OvedendPark, Kansas 66210 WIMAX COAX GROUND KITS. Phone: 913-438-7700 Fax 91343B.7777 COAXIAL ANTE NA CABLE 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 STATE OF ARKANSAS RESPONSIBLE FOR PERFORMING AND SUPPLYING SPRINT WITH 3 TYPEWRITTEN TIME DOMAIN CERTIFICATE OF AUTHORIZATION#774 REFLECTOMETER (TDR) TESTS TO VERIFY CABLE RESPONSIBLE ENGINEERS: LENGTH AND TO CHECK FOR WATER DAMAGE. MLO MICHAEL OWENS 13458 STRUCTURALICNIL 3. VAPOR WRAP WILL BE USED TO SEAL ALL TMS TERRANCE M SUPER 9717 ELECTRICAL CONNECTIONS. E XIS11NG 110'—D" MONOPOLE 4. ALL JUMPERS TO THE ANTENNAS FROM THE MAIN TRANSMISSION LINE WILL BE 1/2" JUMPERS AT WiMAX NOTICE: THIS DRAWING HAS NOT BEEN PUBLISHED AND IS THE BTS UNITS WILL BE 6'-0". 5. IF COAX IS BEING RE—USED FOR THIS INSTALLATION, SOLE PROPERTY OF SSC, INC AND IS LENT TO THE BORROWER FOR THEIR CONFIDENTIAL USE ONLY, AND IN CONSIDERATION PRE AND POSE ANTENNA LINE SWEEPS ARE OF THE LOAN OF THIS DRAWING, THE BORROWER PROMISES REQUIRED. AND AGREES TO RETURN IT UPON REQUEST AND AGREES THAT 6. UPON COMPLETION, PROVIDE A HEIGHT VERIFICATION IT WILL NOT BE REPRODUCED, COPIED, LENT OR OTHERWISE DEPICTING RAD CENTER AND TOP OF ANTENNA DISPOSED OF DIRECTLY OR INDIRECTLY, NOR USED FOR ANY PURPOSE OTHER THAN FOR WHICH IT IS FURNISHED 3 DESIGNER: T. N. TAYLOR ANTENNA MOUNTING NOTES: 1. DESIGN AND CONSTRUCTION OF ANTENNA SUPPORTS LEAD EE: T. SUPER LEAD CEISE: M, OWENS SHALL CONFORM TO CURRENT ANSI/ELA/TIA-222; APPENDIX B FOR WIND LOADING; 'STRUCTURAL SUBMITTALS STANDARDS FOR STEEL ANTENNA TOWERS AND ANTENNA SUPPORTING STRUCTURES" OR APPLICABLE NO. DATE DESCRIPTION I BY LOCAL CODES. A } � FOR INT 2. ALL STEEL MATERIALS SHALL BE GALVANIZED AFTER FABRICATION IN ACCORDANCE WITH ASIA A123 'ZINC (HOT—DIPPED GALVANIZED) COATINGS ON IRON AND STEEL PRODUCTS", UNLESS OTHERWISE NOTED. 0 3. ALL BOLTS, ANCHORS AND MISCELLANEOUS HARDWARE SITE NAME a SHALL BE GALVANIZED IN ACCORDANCE WITH ASTM n A153 "ZINC (HOT—DIP) ON IRON AND STEEL HARDWARE', UNLESS OTHERWISE NOTED. HIGHWAY DEPT 4. DAMAGED GALVANIZED SURFACES SHALL BE REPAIRS BY COLD GALVANIZING IN ACCORDANCE WITH ASTM B. A780. SITE NUMBER 5 NNA MOUNTS SHALL BE INSTALLED WITH LE LR03XCO71 EXISTING ICE BRIDGE D UBALL NUTS AND SHALL BE INSTALLED SNUG TIGHT PROPOSED SPRINT 6. MINIMUM HORIZONTAL PACING SWILL BE 2'-0" CABINETSSON EXISTING �IICONCRETE PAD BETWEEN ALL ANTENNAS. SITE ADDRESS F)G57ING r EXISTING WOOD FENCE 9101 MABLEVALE PIKE V IITV CONCRETE PAD / LTTTLE ROCK, ARKANSAS PLAN VIEW FRONT VIEW „ _ ` 72209 SHEETTITLE RFS APXVERRIB ANTENNA 1 TRIPLE BAND DUAL POLARIZED � f f SITE ELEVATION FREQUENCY RANGE 806-869 & 1B50-1995 MHz r r _ / ANTENNA W/O MOUNTING HARDWARE 55 Ib / MOUNTING HARDWARE 7.5 Ib TOTAL WEIGHT 62.5 Ib SHEET NUMBER A-3 800/1900 ANTENNA DETAIL 4 SITE ELEVATION 2 NOTES o 0 ..o SECTOR: <2 Sprint r w v w v (3) EXISTING RELOCATED a a J J SPRINT ANTENNAS TO BE 6580 SPRINT PARKWAY cv o REMOVED UPON COMPLETION EXISTING 110'—O" w 0 OVERLAND PARK, KANSAS 66251 U MONOPOLE J OF EQUIPMENT MIGRATION _ Gy FFG ERI CSSON � M M 0 q y - F G - / / 6100 SPRINT PARKWAY PROPOSED SPRINT RRU'S OVERLAND PARK, KANSAS 66251 O q G - : � _�� . •' - (TYPICAL OF 9) EXISTING TOP MOUNTED PLATFORM WITH HANDRAIL _ s°p,T� P MHI ■ (3) EXISTING ANTENNA 5sc MOUNTS TO BE REMOVED---- — - - - EXISTING PROPOSED SPRINT _— — — 110'-0'• 9900 west 109 h Street Suite 300 EXISTING TOP MOUNTED 6210 ANTENNA (TYP OF 3) _ —__ _—= MONOPOLE SECTOR' 1 Overland Park, Kenses8-438 PLATFORM WITH HANDRAIL -- — - _ --• -- — — AZIMUTH: 110• Ph.913-438-7700 Fax:913-43877T7 (3) EXISTING SPRINT ANTENNASTO BE RELOCATED AND THEN REMOVED WHEN EQUIPMENT MIGRATION IS FINISHED SECTOR: 2 AZIMUTH: 220 F PGMP CFCq Y STATE OF ARKANSAS GPGy 4F10 0Mqc CERTIFICATE OF AUTHORIZATIONM774 C"Mq Y NORTH NORTH MLORE PoMI HAELNSIBLE 'LOOWENS 13458 STRUCTURAUCIAL TMS TERRANCE M SUPER 9717 ELECTRICAL EXISTING ANTENNA LAYOUT 3 TEMPORARY ANTENNA LAYOUT 7 NOTICE: THIS DRAWING HAS NOT BEEN PUBLISHED AND IS THE SOLE PROPERTY OF SSC,INC. ANO 1g 11 NT TO THE BORROWER FOR THEM CONF IOEMn" ME ONLY, AAD IN CONSIDERATION EXISTING GUYED TOWER DO OF THE LOAN OF THIS DRAWING, THE BORROWER PROMISES NOTE SECTOR: 1 AND AGREES TO RETURN IT UPON REQUEST AND AGREES THAT R WILL NOT BE REPRODUCED, COPIED, LENT OR OTHERWISE D HYBRID CABLES 1. EXACT ROUTING OF CABLES TO BE p� Z^ AZIMUTH: 30' DISPOSED OF DIRECTLY OR INDIRECTLY, NOR USEDFORANY PROPOSE ROUTED D EXISTING GUYED DETERMINED BY STRUCTURAL ANALYSIS PURPOSE OTHER THAN FOR WHICH IT IS FURNISHED TOWER (TYP) (BY OTHERS) DESIGNER: T.N. TAYLOR 2. NEW GPS ANTENNA TO BE AT LEAST LEAD EE: T. SUPER EXISTING ICE BRIDGE 4' FROM EXISTING GPS ANTENNAS — 6" ,- , LEAD CEISE: M OWENS SUBMITTALS BY ` ,� ,`� - k 1Dp/3p/12 15918) FOR ATE DRE�SCNRIPTION w NEW CABINETS ON EXISTING EQUIPMENT - PLATFORM ❑ PROPOSED SPRINT RRU'S (TYPICAL OF 9) SITE NAME EXISTING EQUIPMENT PLATFORM EXISTING TOP MOUNTED PLATFORM WITH HANDRAIL ;�r 600�7 HIGHWAY DEPT i M 9p0 NI EXISTING SITE NUMBER PROPOSED ANTENNA (TYPROF 3) - MONOPOLE SECTOR: LR03XC071 1 ------ -- AZIMUTH: 110' G _ - /�/I ��%��%� — — SITE ADDRESS Ax" 9101 MABLEVALE PIKE (3) NEW HYBRID TOWER CABLES =__ = LITTLE ROCK,ARKANSAS FROM REAR OF CABINET ROUTED ON EXISTING CABLE BRIDGE (1) SHOWN FOR CLARITY SECTOR; 2 SHEET TITLE CABLES ATTACHED TO EXISTING AZIMUTH: 220 SUPPORTS WITH ROSENBERGER ANTENNA PLANS GROMMET HANGER KIT PART# CS624—TH415 NORTH SHEET NUMBER COAX RUN DIAGRAM 4 FINAL ANTENNA LAYOUT 2 1