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HomeMy WebLinkAboutZ-8840 MapSpri nt NETWORK VISION MMBS LAUNCH PROJECT SUMMARY SITE NAME: CRYSTAL MTN SITE NUMBER: LR03XCO57 SITE ADDRESS: 10303 E. TWO TOWERS RD LITTLE ROCK, AR 72211 APN: X LATITUDE: N 34.7919447 (NAD 53) LONGITUDE: W 92.47694 (NAD 83) GROUND ELEVATION: 908' (AMSL) JURISDICTION, X ZONING: N/A SCOPE OF WORK 1. THE WIRELESS COMMUNICATION FACILITY IS NOT INTENDED FOR HUMAN OCCUPANCY 2. THIS FACILITY DOES NOT REQUIRE PORTABLE WATER AND WILL NOT PRODUCE ANY SEWAGE. 3. THE SCOPE OF WORK CONSISTS OF MODIFYING THE EXISTING WIRELESS INSTALLATION: • REMOVAL OF (3) EXISTING EQUIPMENT CABINETS • INSTALLATION OF (2) NEW EQUIPMENT CABINETS • REMOVAL OF (6) EXISTING ANTENNAS • INSTALLATION OF (3) NEW ANTENNAS • INSTALLATION OF (12) NEW RRU'S (REMOTE RADIO UNITS) APPLICABLE CODES INTERNATIONAL BUILDING CODE, 2006 EDITION NATIONAL ELECTRICAL CODE, 2005 EDITION r 1 (800) 482-8998 SITE NAME: CRYSTAL MTN SITE NUMBER: LR03XCO57 2. ���{t} Sprint 656E SPRINT PARKWAY STRUCTURETYPE: GUYED TOWER OVERLAND PARK, KANSAS 66251 MARKET: ARKANSAS N�doe r�ffil. C�,r•G-- ERI CSSON 6100 SPRINT PARKWAY OVERLAND PARK, KMW 66251 DRIVING DIRECTIONS VICINITY MAP LIST OF DRAWINGS SHEET TITLE RESP ENGR ■ Ss c DEPART FROM: Is FROM THE INTERCHANGE DEPART 1-430, LITTLE ROCK, TURN T�j Qr T-1 TITLE SHEET MLO/TMS ssoo well loan streal suie300 LEFT (WEST) ONTO RIVER MOUNTAIN RD (0.4MI) TURN RIGHT �(} OveAend Perk, Kaesas6B210 ar Phone: 913438 Fax s13 43&nn (NORTH-WEST) ONTO SR-10 {SR -THE) TURN LEFT (SOUTH)e U�4k ONTO CHE]JONCEAU BLVp (0.7MI). THEN BEAR LEFT (SOUTH) - A-1 OVERALL SITE LAYOUT MLO ONTO CHENAL PKWY (1.OMI), THEN TURN RIGHT (WEST) r A-2 SITE ELEVATIONS MLO ONTO CHENAL VALLEY DR (0.8MI) THEN TURN RIGHT (EAST) ONTO TWO TOWERS RD. ARRIVE 18303 2 TOWERS RD. A-3 EQUIPMENT LAYOUTS MLO LITTLE ROCK, AR 72211 PRGJECT A-4 ANTENNA PLANS MLO LOCATION A-5 COLOR CODING DETAILS MLO r'0 Rq I A-6 DETAILS MLO "^ = A-7 DETAILS MLO ti r A-8 DETAILS MLO A-9 PLUMBING DIAGRAMS MLO STATE OF ARKANSAS CERTIFICATE OF AUTHORIZATION N774 A-10 RFDS SHEET (VB1, 09/31/12) MLO RESPONSIBLE ENGINEERS: MLO MICHAELL OWENS 134aB STRUCTURALICIIAL TMS TERRANCEM SUPER 9717 ELECTRICAL E-1 UTILITY SITE PLAN TMS A7 E-2 DETAILS TMS 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 FOR THEIR CONFIDENTIAL USE ONLY, AND IN CONSIDERATION OF THE LOAN OF THIS DRAWING, THE BORROWER PROMISES r' G-1 GROUNDING PLAN, RISER AND NOTES TMS AND AGREES TO RETURN IT UPON REOUESTANDAGREESTHAT IT WILL NOT BE REPRODUCED, COPIED, LENT OR OTHERWISE CONTACTS APPROVALS G-2 DETAILS nA5 DISPOSEDOFOTHERDIRECTY ORTHAN INDIRECTLFOR IT IS USEDFOR ANY PURPOSE OTHER THAN FOR WHICH IT O FURNISHED G-3 DETAILS TMS DESIGNER: J.K THOMPSON APPLICANT: SPRINT PCS 6580 SPRINT PARKWAY LEAD EE: T.SUPER OVERLAND PARK, KS 66251 GN-1 GENERAL NOTES MLO/TMS SPRINT REPRESENTATIVE DATE LEAD CEISE: M OWENS TOWER PROPERTY OWNER: ARKANSAS BROADCASTING SUBMITTALS FOUNDATION NO. DATE DESCRIPTION BY JR SPRINT RF ENGINEERING DATE A 10/l5�12 ISM FOR I�VkTI ENGINEERING CONSULTANTS: SSC, INC. 9900 W 109TH ST, SUITE 300 OVERLAND PARK, KS 66210 SITE OWNER DATE KEVIN VANMAELE SHELTON KEISLING SITE NAME (913) 438-7700 SPRINT CONSTRUCTION MANAGER DATE CRYSTAL MTN $BM: 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 Olt DEPARTMENT AND MAY IMPOSE CHANGES OR MODIFICATIONS. SITE ACCESS PROCEDURES ENGINEER'S LICENSE LR03XCO57 RF ENGINEER: SPRINT MARKED WITH BLACK & YELLOW TAPE COMBINATION LOCKS: 6985 SITEADDRESS ALL CABINET COMBINATION LOCKS: 6985 18303 E. TWO TOWERS RD LITTLE ROCK, AR FIBER PROVIDER: 72211 SHEET TITLE POWER PROVIDER: I I I TITLE SHEET SHEET NUMBER 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 METALUC 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 RGS 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 POUND(S) SYMBOLS ® REVISION WORK POINT 0 UTILITY POLE ® WALL COMPRESSED STONE CONCRETE/GRAVEL 0 ASPHALT EARTH GRATING STEEL CENTERLINE — — — — PROPERTY LINE ------- LEASE LINE — — — — — EASEMENT LINE —•—•—•— CHAIN LINK FENCE D 0— WOOD FENCE BELOW GRADE — — — — — — — — — ELECTRIC BELOW GRADE _________ TELEPHONE —OHP—OHP— OVERHEAD ELECTRIC/TELEPHONE f 1 \AL SECTION REFERENCE Al EXISTING 6'-0" CHAIN LINK FENCE W/ 1'—O" BARBED WIRE x� x x x xz x x X�L__% EXISTING EQUIPMENT SHELTER EXISTING A/C BUNKER CALL BEFORE YOU (@ DIG — DRILL — BLAST 1-800-482-8998 (TOLL FREE) ARKANSAS ONE —CALL SYSTEM, INC. THE UTILITIES AS SHOWN ON THIS SET 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 ALL UTILITIES (WHETHER SHOWN OR NOT) AND PROTECT SAID UTILITIES FROM ANY DAMAGE CAUSED BY CONTRACTOR'S ACTIVITIES. SITE PLAN CONTRACTOR SHALL REPAIR EXISTING GRAVEL SURFACES DISTURBED DURING CONSTRUCTION WITH 2" THICK CLEAN CRUSHED STONE OVER 4" THICK COMPACTED AGGREGATE BASE, REPLACE UNDERLYING GEOTEXTILE FABRIC AS REQUIRED x EXISTING PROPANE TANK x EXISTING GENERATOR — — — ON CONCRETE PAD — ` — — EXISTING 300'-0" GUYED TOWER 1' 0 Fll Z" xx SEE SHT A-3 FOR EQUIPMENT LAYOUTS EXISTING 8'-0" x 8'-0" SPRINT ELEVATED CONCRETE PAD ICE BRIDGE 0' 1' 2' 4' 6' 8' I I I I I Sprint ')P' $580 SPRINT PARKWAY OVERLAND PARK, KANSAS 66251 40-2 ERICSSON 61DO SPRINT PARKWAY OVERLAND PARK, KANSAS 66251 I.• , 44SsC 9900 West 109th Street Suite 300 Ovedend Perk, Kenses66210 Phone: 913-438-7700 Fex 913-438.7777 STATE OF AR"NSAS CERTIFICATE OF AUTHORIZATION N774 RESPONSIBLE ENGINEERS: MLO MICHAELL OWENS 13458 STRUCTURAUCIIAL TMS TERRANCE M SUPER 9717 ELECTRICAL NOTICE: THIS DRAWING HAS NOT BEEN PUBLISHED AND IS THE SOLE PROPERTY OF BBC, INC. AND IS LENTTO 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: J.K THOMPSON LEAD EE: T. SUPER LEAD CE/SE: M OWENS SUBMITTALS JO. I DATE DESCRIPTION BY A I tO/25A2 I ISM FOR FIEM KR SITE NAME CRYSTAL MTN SITE NUMBER LR03XCO57 SITE ADDRESS 18303 E. TWO TOWERS RD LITTLE ROCK, AR 72211 SHEET TITLE ENLARGED SITE PLAN SHEET NUMBER A-1 0 z 0 ANTENNA NOTES: NOTES: , 1. THE SIZE, HEIGHT, AND DIRECTION OF THE ANTENNA 1. CONTRACTOR TO FIELD VERIFY ANTENNA CABLE SHALL BE ADJUSTED TO MEET SYSTEM REQUIREMENTS. 2. CONTRACTOR SHALL VERIFY HEIGHT OF ANTENNA WITH 2. LENGTHS. ALL MAIN CABLES WILL BE COLOR CODED AT THREE Sprint ERICSSON REPRESENTATIVE. (3) LOCATIONS. 3. ALL ANTENNA AZIMUTHS TO BE TAKEN FROM TRUE NORTH. 3. COLOR CODE ALL ANTENNA AND COAX WITH 2" WIDE OVERLAND PAR11K KANSASA66251 TOP OF EXISTING GUYED TOWER BANDS OF COLORED TAPE WITH 1" SEPARATION ELEV. 300'-0" RF 2QNAG£: BETWEEN BANDS — SEE SHEET A-7. PENDING ANTENNA MOUNT CEFMF'iCATION SITE HAS £7 I5T NG RF SiCNAGE 4. COLOR CODE ALL TOP AND BOTTOM GROUND KITS - EXISTING GUYED WIRE AND WITH 1" WIDE BANDS OF COLORED TAPE WITH 1/2" TORQUE ARM SEPARATION BETWEEN BANDS. 5. START COLOR BANDS 2" BEYOND WEATHERPROOFING. 6. START SECTOR COLOR NEXT TO END CONNECTOR. ERICSSON 7 SSC HAS NOT PERFORMED A STRUCTURAL TOWER PROPOSED SPRINT TOTAL) ANALYSIS AND HAS NOT BEEN PROVIDED ANY STRUCTURAL 7. ALL MAIN CABLES WILL BE GROUNDED W/ COAXIAL 6100 SPRINT PARKWAY OVERLAND PARK, KM15AS 66251 ANTENNAS (3 TOWER ANALYSIS INFORMATION REGARDING THIS SITE. CABLE GROUND KITS AT: • THE ANTENNA LEVEL • MID LEVEL IF TOWER IS OVER 200' • BASE OF TOWER PRIOR TO TURNING HORIZONTAL EXISTING AND PROPOSED SPRINT ANTENNAS TERMINATION OF COAX LINES TO JUMPERS 14 41 ELEV 100'-0 B. ALL NEW GROUND BAR DOWNLEADS ARE TO BE CADWELDED TO THE EXISTING ADJACENT GROUND BAR A'Ssc DOWNLEADS A MINIMUM DISTANCE OF 4' BELOW 6 EXISTING GROUND BAR. 99Ovedan00 10B1h SPRINT ANTENNAS 9. PROVIDE BUSS BAR NEAR BTS FOR ATTACHMENT OF 62300 KansasSlYeek Ovedend Peck, Kansas 66210 WiMAX COAX GROUND KITS. Phone: 91343E-7700 Fex91349e-7777 PROPOSED QV—B RUES) FRAME (SF—QV—B SERIES) COAXIAL ANTENNA 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. EXISTING 300'-0" GUYED TOWER 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 MR) TESTS TO VERIFY CABLE RESPONSIBLE ENGINEERS: LENGTH AND TO CHECK FOR WATER DAMAGE. MLG MICHAEL L OWENS 134M STRUCTURALICIVIL 3. VAPOR WRAP WILL BE USED TO SEAL ALL TMS TERRANCEM SUPER 9717 ELECTRICAL CONNECTIONS. 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 SOLE PROPERTY OF SSC, INC, AND IS LENT TO THE BORROWER RATION ANDR BORRCONSIDOWER FORTHEIRLOAN FTHISDLWING. USE THE 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 EXISTING GUYED WIRE AND TORQUE ARM BTS UNITS WILL BE 6'-0". 5. IF COAX IS 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. DESIGNER: J.K. THOMPSON 4 ANTENNA MOUNTING NOTES: 1. DESIGN AND CONSTRUCTION OF ANTENNA SUPPORTS LEADEE: T.SUPER LEAD CEISE: M. OWENS SHALL CONFORM TO CURRENT ANSVEIAV, M-222; APPENDIX B FOR WIND LOADING; "STRUCTURAL SUBMITTALS STANDARDS FOR STEEL ANTENNA TOWERS AND ANTENNA SUPPORTING STRUCTURES" OR APPLICABLE LOCAL CODES. NO. DATE I DESCRIPTION E A 1012a Y I MG FOR RD" J 2. ALL STEEL MATERIALS SHALL BE GALVANIZED AFTER FABRICATION IN ACCORDANCE WITH ASTM A123 "ZINC (HOT —DIPPED GALVANIZED) COATINGS ON IRON AND NEW CABLES ROUTED UP EXISTING STEEL PRODUCTS", UNLESS OTHERWISE NOTED. SELF—SUPPORT TOWER (TYP) EXISTING EQUIPMENT SHELTER 3. ALL BOLTS, ANCHORS AND MISCELLANEOUS HARDWARE SHALL BE GALVANIZED IN ACCORDANCE WITH ASTM SITE NAME EXISTING GENERATOR A153 "ZINC (HOT —DIP) ON IRON AND STEEL HARDWARE", UNLESS OTHERWISE NOTED. CRYSTAL MTN PROPOSED SPRINT CABINETS ON CONCRETE PAD 4. DAMAGED GALVANIZED SURFACES SHALL BE REPAIRS ON EXISTING CONCRETE PAD BY COLD GALVANIZING IN ACCORDANCE WITH ASTM (EXISTING ICE BRIDGE EXISTING PROPANE TANK A780. 5. ALL ANTENNA MOUNTS SHALL BE INSTALLED WITH SITE NUMBER DOUBLE NUTS AND SHALL BE INSTALLED SNUG TIGHT LR03XC057 EXISTING 6'-0" CHAIN LINK FENCE W/ 1'—O" BARBED 6. MINIMUM HORIZONTAL PACING SHALL BE 2"-0" BEIWEEN ALL ANTENNAS. SITEADDRESS _ I WIRE 18303 E. TWO TOWERS RD LITTLE ROCK, AR 72211 SHEET TITLE EXISTING 8'-0" x 8'-0" SPRINT ELEVATED SITE ELEVATION CONCRETE PAD SHEET NUMBER EE 1 ,-2 SITE ELEVATION 2 SITE ELEVATION 1 EXISTING EOUIPMENT SHELTER 1t x x EXISTING H-FRAME W/ METER, TELCO & POWER (3) EXISTING SPRINT CABINETS •- EXISTING PROPANE TANK EXISTING 300'-C" GUYED TOWER — EXISTING B'-0" x 8'-0" SPRINT ELEVATED CONCRETE PAD EXISTING EQUIPMENT LAYOUT EXISTING PROPANE TANK - EXISTING 300'-0" GUYED TOWER EXISTING 6'-0" CHAIN LINK EXISTING FENCE W/ 1'-0" BARBED EQUIPMENT WIRE SHELTER EXISTING GENERATOR ON CONCRETE PAD EYASnNG ICE BRIDGE PROPOSED GPS ANTENNA f 3--6- ip ROPOSEO REIS IRBS ASN 0' 1- 2- 4- 6- 8- - BBS CABINET J>> I I r (1) EXISTING SPRINT CABINET TO BE REMOVED AFTER MIGRATION EXISTING EQUIPMENT SHELTER (k I EXISTING 6'-0" CHAIN LINK FENCE W/ 1'-0" BARBED WIRE —EXISVNG ICE BRIDGE x x x L EXISTING 8'-0" x 8'-0" SPRINT ELEVATED CONCRETE PAD TEMPORARY EQUIPMENT LAYOUT EXISTING PROPANE. TANK EXISTING 300'-0" GUYED TOWER EXISTING GENERATOR ON CONCRETE PAD PROPOSED GPS ANTENNA Y ROPOSED `OI REIS ; Tn ABINE'r PRO Bes •.f CABINET �� 1 � yr FINAL EQUIPMENT LAYOUT Sprint )Ik 6580 SPRINT PARKWAY OVERLAND PARK, KANSAS 66251 ERlCS ION 6100 SPRINT PARKWAY OVERLAND PARK, KANSAS 66251 (3) EXISTING RELOCATED . SPRINT CABINETS TO BE TO BE REMOVED AFTER NEW , CABINET INSTALLATION HAS BEEN TESTED AND 44SS APPROVED BY PROJECT MANAGER 9900 West 109th Street, guile 300 Oved"d Park, Kanses 66210 Phone: 913-436-7700 Fex:913-436-7777 0' 1- 2' 4' 6' 8' 1 —7- k EXISTING 6'-0" CHAIN LINK FENCE W/ 1'-0" BARBED WIRE ICE BRIDGE STATE OF ARKAN,' CERTIFICATE OF AUTHORIZATION ET74 RESPONSIBLE ENGINEERS: MLO MICHAELL OWENS 13458 STRUCTURALICIVIL TMS TERRANCE M SUPER 9717 ELECTRICAL NOTICE: THIS DRAWING HAS NOT BEEN PUBLISHED AND IS THE SOLE PROPERTY OF BBC, INC, AND IS LENT TO THE BORROWER FOR THEIR CONFIDENTIAL USE ONLY, AND IN CONSIDERATION OF THE LOAN OF THIS DRAWING, THE BORROWER PROMISES Arm ASREE8 TO RETww it UFOH REOUESTAHD AQlIEEB THAT FT WILL NOT HE REPRODUCED. QWII 0. LANT OR OTHERME DISPOSED OF DIRECTLY OR INBYIECTLY. NOR USED FOR ANY PURPOSE OTHER THAN FOR WHICH IT IS FURNISHED. DESIGNER: J.K. THOMPSON LEAD EE: T. SUPER LEAD CE/SE: M. OWENS SUBMITTALS >< SITE NAME CRYSTAL MTN SITE NUMBER LR03XCO57 SITE ADDRESS 18303 E. TWO TOWERS RD x LITTLE ROCK, AR 72211 SHEET TITLE EQUIPMENT LAYOUTS 0' 1- 2' 4' 6' B' I I I I 1 t SHEET NUMBER 2 A-3 �F SECTOR: 3 9 Spri nt1 AZIMUTH: 320 LEG Mp PROPOSED ANDREW SECTOR GD A66251 CC. c cO2i-9C'l- ��O FRAME (SF—QV—B SERIES) OVERLAND PARK KANSA SECTOR: 1 AZIMUTH: 70 E00CSSON �M t 5100 SPRINT PARKWAY G� OVERLAND PARK, KANSAS 66251 PROPOSED SPRINT ANTENNA AND MOUNTING HARDWARE (TYP OF 3) EXISTING SUPPORT ARM ANTENNA MOUNTS • SSC PROPOSED (12) SPRINT RRU'S ON TO BE REMOVED UPON COMPLETION OF MIGRATION PROPOSED PIPE MOUNT Gy 99ro wr +D9l sacc4N300 EXISTING 300'-0" (TYPICAL 3 PLACES) `EGP P ove Bnd Park Kenses sszla GUYED TOWER PROPOSED (4) SPRINT A2 GOM Phone: 913438-7700 F.:913-438-TM MODULES ON PROPOSED PIPE MOUNT (TYPICAL 3 PLACES) C� (6) EXISTING SPRINT ANTENNAS TO BE REMOVED UPON COMPLETION } OF EQUIPMENT MIGRATION i < } Q coo c1Q coo � , U O N U Q STATE OF ARKANSAS CERTIFICATEOF AU THORIZATIONN774 0' 6' 1' 2' 3' 4' Q J 0' 1' 2' 4' 6' SECTOR: 2 0 W I I I — I 1 I AS 165 I_ I.. I I RESPONSIBLE ENGINEERS: MLO MICHAELL OMENS 13458 STRUCTURALICIVIL TMS TERRANCEM SUPER 9717 ELECTRICAL EXISTING ANTENNA LAYOUT 3 TEMPORARY ANTENNA LAYOUT 1 EXISTING 300'-0" GUYED TOWER NOTE rF�q NOTE: 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 OFTHELOAN OF THIS DRAWING, THE BORROWER PROMISES ANDAGREES TO RETURN IT UPON REQUEST AND AGREES THAT 1. EXACT ROUTING OF CABLES TO BE FINAL RRU LOCATION AND TWILLNOT BE REPRODUCED, COPIED. LENTOR OTHERWISE OISPOSED OF DIRECTLY OR INDIRECTLY, NOR USED FOR ANY NEW CABLES ROUTED UP EXISTING SELF—SUPPORT DETERMINED BY STRUCTURAL ANALYSIS OTHERS) SECTOR: 3 AZIMUTH: 320' lE1pp-�i) /- MOUNTING PENDING STRUCTURAL REVIEW AND RF APPROVAL PURPOSE OTHER THAN FOR WHICH IT IS FURNISHED 77'(BY DESIGNER: J.K THOMPSON TOWER (TYP) 2. NEW GPS ANTENNA TO BE AT LEAST LEAD EE: T SUPER (3) NEW HYBRID TOWER CABLES 4' FROM EXISTING GPS ANTENNAS �O � PROPOSED V—B SECTOR FRAME (SF—QV—B SERIES) LEAD CEASE: M OWENS SUBMITTALS FROM REAR OF CABINET ROUTED 2 p ON EXISTING CABLE BRIDGE (1) SHOWN FOR CLARITY / NO. DATE DESCRIPTION BY A /12 ISM FOR IMVU J(f - SECTOR• 1 AZIMUTH: 70' CABLES ATTACHED TO EXISTING — O 1goo— SUPPORTS WITH ROSENBERGER 9O MHti GROMMET HANGER KIT PARTS CS624—TH415 r SITE NAME EXISTING ICE BRIDGE JJ PROPOSED SPRINT ANTENNA AND MOUNTING CRYSTAL MTN HARDWARE (TYP OF 3) F SITE NUMBER <GMp(1i PROPOSED SPRINT RRU'S LR03XCO57 ON PROPOSED PIPE MOUNT (TYPICAL 3 PLACES) SITE ADDRESS 18303 E. TWO TOWERS RD LITTLE ROCK, AR e 72211 SHEET TITLE o NEW CABINETS ON EXISTING EQUIPMENT ° N ANTENNA PLANS PLATFORM o SECTOR:2 0' 1' 2' 4' 6' SHEET NUMBER EXISTING SPRINT AZIMUTH: 165 CONCRETE PAD A—T/j COAX RUN DIAGRAM 4 FINAL ANTENNA LAYOUT 2