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Home My WebLink AboutZ-4432-E MapSITE NAME: HEIGHTS Sprint SITE NUMBER: L R 0 3 X C 0 6 62- �` 3 �. _ 6560 SPRINT PARKWAY OVERLAND PARK, KANSAS 66251 ' STRUCTURE TYPE: 180'-0" SELF-SUPPORT TOWERSpri nt - MARKET: ARKANSAS ERICSSON NETWORK VISION MMBS LAUNCH 01 � � � � �'� OVEeL'MD SPRINT PARKWAY NMI PROJECT SUMMARY DRIVING DIRECTIONS VICINITY MAP LIST OF DRAWINGS 4ssc DS SHEET TTfLE RESP ENGR SITE NAME: HEIGHTS DEPART FROM: 300 fTFS� NUMBER: LR03XCO66 DEPART LITTLE ROCK NATIONAL AIRPORT, TAKE BANKHEAD T-1 TITLE SHEET hSLO%li}$ 9900WestParkKansasuie0 DR. 0.3MI TO RAMP (RIGHT) ONTO 1-440 2.3MI, THEN RAMP �' Overland Park Kansas 9 3-438 ADDRESS; DDR 704 N. MARTIN (RIGHT') ONTO 1-30 (US -167) IAMI, AT EXIT 1398, TAKE Phone: 913-438-T700 Fax: 913-4387777 LITTLE ROCK, AR 72205 RAMP (RIGHT) ONTO 1-630 2,8MI, AT EXIT 3A, TURN OFF 1 1 A-1 OVERALL SITE LAYOUT MLO ONTO RAMP 0.2MI, BEAR RIGHT (NORTH) ONTO S WOODROW )� �I �? A-2 EQUIPMENT LAYOUTS MLO TURN LEFT (WM LATITUDE: N 34.757222 (NAD 63) KEEP RIGHT ONTO KAV NAUUGGH BLTVD 1/42YDS, BEAR RIGHT MARKHAM ST. S, Oa�wO°d Fc� r ~ dd• A-3 SITE ELEVATIONS MLO (NORTH) ONTO N MARTIN ST. 174YDS, ARRIVE AT 704 N tffi .L _ A_4 ANTENNA PLANS MLO LONGITUDE: W —92.30917- (NAD 83) MARTIN LITTLE ROCK AR 72205. i �p$faR14 ;' A-5 RFDS SHEET (VBI, 09/31/12) MLO 5! H S=. ��r GROUND ELEVATION: 512' (AMSL)%OV: _ �, A-6 PLUMBING DIAGRAMS MLO PROJECT JURISDICTION: FM LOCATION 111,3•. A-7 COLOR CODING DETAILS MLO zoNlNc: N/A _:, A-8 DETAILS MLO o.� MLO STATE OF ARKANSAS 1^ - A-9 DETAILS CERTIFICATE OF AUTHORIZAT10N 0774 j` Oxjhr( St— - — . A-10 DETAILS MLO RESPONSIBLE ENGINEERS: L ICH SCOPE OF WORK MLO MICHAEL OWENS 13458 STRUCTURAL/CIVIL TMS ICHA LL M SUPER 9777 ELECTRICAL E-1 UTILITY SITE PLAN TMS I. THE WIRELESS COMMUNICATION FACILITY IS NOT INTENDED FOR �+ �- E-2 DETAILS TMS HUMAN OCCUPANCY Ty E-3 DETAILS TMS NOTICE: THISTY AFGHAN NOT BEEN PUBLISHED AND IS THE SOLE PROPERTY ID SSC, INC AND IS LENT TO THE BORROWER 2. THIS FACILITY DOES NOT REQUIRE PORTABLE WATER AND WILL �' Gti �f .Y' � E-4 GROUNDING PLAN, RISER AND NOTES TMS FOR THEIR AN CONFIDENTIAL DR USE WING, THE ANDR CONSIDERATION OF THE LOAN OF THIS DRAWING, THE BORROWER PROMISES NOT PRODUCE ANY SEWAGE. o o �� TMS AND AGREES TO RETURN IT UPON REQUEST AND AGREES THAT iA E—S DETAILS DI POSED OF RDIREPRODUCED, INDIRPIED, LENT U OTHERWISE 3. THE SCOPE OF WORK CONSISTS OF MODIFYING THE EXISTING CONTACTS APPROVALS DISPOSED OF OTHER THAN FOR WINSY. USEOFOR ANY E-6 DETAILS TMS PURPOSE OTHER THAN FOR WHICH ITIS FURNISHED WIRELESS INSTALLATION: DESIGNER: J K THOMPSON REMOVAL OF (3) EXISTING EQUIPMENT CABINETS APPUCANi: SPRINT PCS GN -1 GENERAL NOTES MLA/TMS • INSTALLATION OF (2) NEW EQUIPMENT CABINETS 6580 SPRINT PARKWAY LEAD EE: T SUPER REMOVAL OF (6) EXISTING ANTENNAS OVERLAND PARK, KS 66251 LEAD CE SE: M OWENS INSTALLATION OF (3) NEW ANTENNAS SPRINT REPRESENTATIVE DATE INSTALLATION OF (12) NEW RRU'S (REMOTE RADIO UNITS) TOW PROPERTY OWNER: BOARD OF COMMISSIONERS SUBMITTALS UTLLE F ROCK MUNICIPAL NO- DATE DESCRIPTION BY WATER WORKS A 10/m/12 MW FOR REV" JO P.O. BOX 1789 SPRINT RF ENGINEERING DATE UTTLE ROCK, AR 72203 501 377-1248 APPLICABLE CODES ENGINEERING CONSULTANTS: SSC, INC. SITE OWNER DATE ALL WORK SHALL BE PERFORMED AND MATERIALS INSTALLED IN ACCORDANCE 9900 W 109TH ST, SUITE 300 SITE NAME WITH THE CURRENT EDITIONS OF THE FOLLOWING CODES AS ADOPTED BY THE OVERLAND PARK, KS 66210 LOCAL GOVERNING AUTHORITIES. NOTHING IN THESE PLANS IS TO BE KEVIN VANMAELE CONSTRUED TO PERMIT WORK NOT CONFORMING TO THESE CODES. SHELTON KEISUNG SPRINT CONSTRUCTION MANAGER DATE HEIGHTS (913) 438-7700 1. INTERNATIONAL BUILDING CODE THE ABOVE PARTIES HEREBY APPROVE AND ACCEPT THESE DOCUMENTS AND 2. INTERNATIONAL MECHANICAL CODESSC, INC. AUTHORIZE CONTRACTOR TO PROCEED WITH THE CONSTRUCTION DESCRIBED 3. ANSI/TIA-222 STRUCTURAL STANDARD` 9900 W 109TH ST, SUITE 300 HEREIN. ALL DOCUMENTS ARE SUBJECT TO REVIEW BY THE LOCAL BUILDING SITE NUMBER 4. NFPA 780 — LIGHTNING PROTECTION CODE OVERLAND PARK, KS 66210 DEPARTMENT AND MAY IMPOSE CHANGES OR MODIFICATIONS. 5. UNIFORM PLUMBING CODE LISA KELLEY 6. NATIONAL ELECTRICAL CODE (913) 436-7766 SITE ACCESS PROCEDURES ENGINEER'S LICENSE - 2L 2L JOHNNY ATWOOD SITE ADDRESS 501-574-1269 SPRINT MARKED WITH BLACK & YELLOW TAPE COMBINATION LOCKS: 6985 CALL BEFORE YOU Iohnny.atwood®ericsson.com 704 N. MARTIN Lt� DIG — DRILL — BLAST ALL CABINET COMBINATION LOCKS: 6985 LITTLE ROCK, AR 72205 1-800-482-8998 RF ENGINEER: (TOLL FREE) ARKANSAS ONE—CALL SYSTEM, INC. SHEETTITLE THE UTILITIES AS SHOWN ON THIS SET OF DRAWINGS WERE DEVELOPED FIBER PROVIDER: TITLE SHEET 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) POWER PROVIDER: ENTERGY SHEET NUMBER AND PROTECT SAID UTILITIES FROM ANY DAMAGE CAUSED BY 1-800-368-3749 CONTRACTOR'S ACTIVITIES. 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 CONC 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 FIND 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/ ICO 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 CONTRACTOR SHALL REPAIR EXISTING GRAVEL REVISION SURFACES DISTURBED DURING CONSTRUCTION WORK POINT 0 UTILITY POLE ® WALL UNDERLYING GEOTEXTILE FABRIC AS REQUIRED COMPRESSED STONE CONCRETE/GRAVEL ASPHALT EARTH GRATING STEEL - CENTERLINE - - — PROPERTY LINE ------- LEASE LINE - - - - - EASEMENT LINE -.—.—•- CHAIN LINK FENCE —�-r WOOD FENCE BELOW GRADE --------- ELECTRIC BELOW GRADE _- -_- - -- TELEPHONE -OHP—OHP- OVERHEAD ELECTRIC/TELEPHONE �� f 1 \ A7 SECTION REFERENCE SEE SHT A-3 FOR EQUIPMENT LAYOUTS T f I � f 1 . l EXISTING 10'-0" x 8'-0" SPRINT CONCRETE PAD x� 1 EXISTING EQUIPMENT BUILDING - (UNKNOWN CARRIER) f r - 1 s T D' H.�EXISTING 6'-C" CHAIN LINK FENCE ING 180'-0" • • , -SUPPORT TOWER OVERALL SITE PLAN CENT a D )RKS O 4 -,>< EXISTING CONCRETE DRIVE GUYED TOWER EXISTING WOODS 0' 4' 8' I6' 24 ! 1 1 J Sprint ')P� 6560 SPRINT PARKWAY OVERLAND PARK, KANSAS 66251 409 pp ERI CSSON 6100 SPRINT PARKWAY OVff"ND PARK, KANSAS 66251 ssc 9900 West 1091h Street. Suite 300 Ovedend Park Kansas 66210 Phone: 913-438-7700 Fax: 913-436-7777 STATE OF ARKANSAS CERTIFICATE OF AUTHORIZATION 0774 RESPONSIBLE ENGINEERS: MLO MICHAEL L OWENS 13458 STRUCTURAUCIVIL TMS TERRANCE M SUPER 9717 ELECTRICAL NOTICE: THIS DRAW9NG HAS NOT BEEN PUBLISHED AND IS THE SOLE PROPEIRY OF 53C, INC. AND IS LENTTO THE SORROY,ER FOR THEIRCQWkDSNTIALOSE ONLY, AND IN CM!P0EAAPO71 OF THE LOAN OF TLBB ORAV"G, THE BO"*p WR.PRCMISZS ANO AIII ES6 TO flTUSA IT 1 N Rl:OUE8YUIDAGREESTHAT a WBI. NIDT BE REPRODUCFa, CO PIED, LEUFOR 0T1#Rw155 DISPOSED OF DIRECTLY OR INDNIECRY, NOR USED FOR AM PURPOSE OTHER THAN FOR WHICH IT IS FURNISHER DESIGNER: J.KTHOMPSON LEAD EE: T. SUPER LEAD CEISE: M. OWENS SUBMITTALS Nin I nATE I DESCRIPTION I BY SITE NAME HEIGHTS SITE NUMBER LR03XCO66 SITE ADDRESS 7.04 N. MARTIN LITTLE ROCK, AR 72205 SHEET TITLE OVERALL SITE LAYOUT SHEIETNUMBER A-1 CONTRACTOR SHALL REPAIR EXISTING GRAVEL SURFACES DISTURBED DURING CONSTRUCTION WITH 2" THICK CLEAN CRUSHED STONE OVER 4' THICK COMPACTED AGGREGATE BASE. REPLACE EXISTING WOODS UNDERLYING GEOTEXTILE FABRIC AS REQUIRED D' H.�EXISTING 6'-C" CHAIN LINK FENCE ING 180'-0" • • , -SUPPORT TOWER OVERALL SITE PLAN CENT a D )RKS O 4 -,>< EXISTING CONCRETE DRIVE GUYED TOWER EXISTING WOODS 0' 4' 8' I6' 24 ! 1 1 J Sprint ')P� 6560 SPRINT PARKWAY OVERLAND PARK, KANSAS 66251 409 pp ERI CSSON 6100 SPRINT PARKWAY OVff"ND PARK, KANSAS 66251 ssc 9900 West 1091h Street. Suite 300 Ovedend Park Kansas 66210 Phone: 913-438-7700 Fax: 913-436-7777 STATE OF ARKANSAS CERTIFICATE OF AUTHORIZATION 0774 RESPONSIBLE ENGINEERS: MLO MICHAEL L OWENS 13458 STRUCTURAUCIVIL TMS TERRANCE M SUPER 9717 ELECTRICAL NOTICE: THIS DRAW9NG HAS NOT BEEN PUBLISHED AND IS THE SOLE PROPEIRY OF 53C, INC. AND IS LENTTO THE SORROY,ER FOR THEIRCQWkDSNTIALOSE ONLY, AND IN CM!P0EAAPO71 OF THE LOAN OF TLBB ORAV"G, THE BO"*p WR.PRCMISZS ANO AIII ES6 TO flTUSA IT 1 N Rl:OUE8YUIDAGREESTHAT a WBI. NIDT BE REPRODUCFa, CO PIED, LEUFOR 0T1#Rw155 DISPOSED OF DIRECTLY OR INDNIECRY, NOR USED FOR AM PURPOSE OTHER THAN FOR WHICH IT IS FURNISHER DESIGNER: J.KTHOMPSON LEAD EE: T. SUPER LEAD CEISE: M. OWENS SUBMITTALS Nin I nATE I DESCRIPTION I BY SITE NAME HEIGHTS SITE NUMBER LR03XCO66 SITE ADDRESS 7.04 N. MARTIN LITTLE ROCK, AR 72205 SHEET TITLE OVERALL SITE LAYOUT SHEIETNUMBER A-1 EXISTING 6'-0" Sprint f CHAIN LINK FENCE - x 6550 SPRINT PARKWAY OVERLAND PARK, KANSAS 66251 f y / EXISTING CONCRETE EXISTING 6'-0" TOWER BASE CHAIN LINK FENCE w EXISTING CONCRETE E TOWER BASE f } -� EXISTING SPRINT �� +� ERICSSON EQUIPMENT ON - x STEEL SKID � . + 6100 SPRINT PARKWAY I ,o OVERLAND PARK, KANSAS 66251 PROPOSE y - f GPS EXISTING EXISTING SPRINT SPRINT � T H-FRAM WITH METER ssc 01CONCRETE PAD PPC AND TELCO ggpO West 1090�5treel, Suite 300 Ovedand Peds Kansas 66210 ` EXISTING Ph one: 913438-7700 Fax: 913-038-7777 EXISTING 180'-O" r� 10'-0" x 8'-D" SELF-SUPPORT SPRINT TOWER T CONCRETE PAD EXISTING 180'-0" O, SELF-SUPPORT TOWER EXISTING CONCRETE TOWER BASE 9 (3) EXISTING SPRINT CABINETS TO EXISTING EQUIPMENT EXISTING SPRINT BE TO BE REMOVED AFTER NEW BUILDING ON H-FRAM WITH METER CABINET AND HAS BEEN CONCRETE PAD PPC AND TELCO TESTED AND APPROVED BY STATE OF ARKANSAS PROJECT MANAGER CERTIFICATE OF AUTHORIZATION ST74 RESPONSIBLE ENGINEERS: 2' 4' 6' MLO MICHAEL OWENS 13950 STRUCTURALICML 0' 1' 2' 4' $ 8' TMS TERRANCEM SUPER 9717 ELECTRICAL 1 I I 1 I I EXISTING EQUIPMENT LAYOUT 3 TEMPORARY EQUIPMENT LAYOUT NOTICE: THIS DRONING HAS NOT BEEN PUBLISHED AND IS THE SOLE PROPERTY SSC, INC AND IS LENTHE BORROWER FOR THEIR CONFIDENTIAL USE ONLY, ANDD INCONSIDERATION OF THE LOAN OF THIS DRAWING, THE BORROWER PROMISES y 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 EXISTING 6'-0" PURPOSE OTHER THAN FOR WHICH IT IS FURNISHED CHAIN LINK FENCE �- X 1 DESIGNER: J.K THOM PSON T LEAD EE: T. SUPER EXISTING CONCRETE LEAD CEISE: M OWENS \ + TOWER BASE SUBMITTALS t N0. DATE DESCRIPTION I BY A 1O 2 ISSUED FOR REVE'M dCT SITE NAME I EXISTING I PROPOSED HEIGHTS i10'-O" x 8'-O" �• GPS SPRINT CONCRETE PAD EXISTING 1 BO'-O" SITE NUMBER SELF-SUPPORT EXISTING SPRINT TOWER LR03XC066 H-FRAM WITH METER PPC AND TELCO SITE ADDRESS EXISTING CONCRETE 704 N. MARTIN TOWER BASE EXISTING LITTLE ROCK, AR 72205 CONCRETE TOWER BASE EXISTING EQUIPMENT SHEET TITLE � BUILDING ON CONCRETE PAD � EQUIPMENT LAYOUTS 0' 1' 2' 4' 6' 8' SHEET NUMBER A DETAIL NOT USED 4 FINAL EQUIPMENT LAYOUT 2 y-� PLAN VIEW FRONT VIEW RFS APXVERR I S A1NTENNA TRIPLE BAND DUAL POLARIZED FREQUENCY RANGE 806-869 & 1850-1995 MHz ANTENNA W/O MOUNTING HARDWARE 55 Ib MOUNTING HARDWARE 7.5 Ib TOTAL WEIGHT 62.5 Ib Sprint �+fTFNNA NOTES: 1. CONTRACTOR TO FIELD VERIFY ANTENNA CABLE 1. TFiE SIZE, HEIGHT, AND DIRECTION OF THE ANTENNA LENGTHS. SHALL BE AWUST&D TO MEET SYSTEM REQUIREMENTS. 2 ALL MAIN CABLES WILL BE COLOR CODED AT THREE 6580 SPRINT PARKWAY 2. CONTRACTOR SHALL VERIFY HEIGHT OF ANTENNA WITH (3) LOCATIONS. OVERLAND PARK, KANSAS 66251 ERICSSON REPRESENTATIVE. 7p� OF EXISTING TOWER 3. COLOR CODE ALL ANTENNA AND COAX WITH 2' WIDE ELEV. 180'-0' 3. ALL ANTENNA AZIMUTHS TO BE TAKEN FROM TRUE NORTH. BANDS OF COLORED TAPE WITH 1" SEPARATION BETWEEN BANDS - SEE SHEET A-7. 4. COLOR CODE ALL TOP AND BOTTOM GROUND KITS ad WITH 1" WIDE BANDS OF COLORED TAPE WITH 1/2" wo SEPARATION BETWEEN BANDS. ERICSSON 5. START COLOR BANDS 2" BEYOND WEATHERPROOFING. 6100 SPRINT PARKWAY FS&SCZHASS: NOT PERFORMEDA STRUCTURAL TOWER 6. START SECTOR COLOR NEXT TO END CONNECTOR. OVERLAND PARK, KANSAS 66251 AND HAS NOT BEEN PROVIDED ANY STRUCTURAL NALYSIS INFORMATION REGARDING THIS SITE. 7. ALL MAIN CABLES WILL BE GROUNDED W/ COAXIAL CABLE GROUND KITS AT: RF SIGNAGE: THE ANTENNA LEVEL . PENDING ANTENNA MID LEVEL IF TOWER IS OVER 200' f MOUNT CERTIFICATION BASE OF TOWER PRIOR TO TURNING HORIZONTAL SITE HAS EXISTING RF SIGNAGE TERMINATION OF COAX LINES TO JUMPERS B. ALL NEW GROUND BAR DOWNLEADS ARE TO BE S S C CADWELDED TO THE EXISTING ADJACENT GROUND BAR 9900 West 109th Stree4 Suite 300 DOWNLEADS A MINIMUM DISTANCE OF 4' BELOW Overland Park Kansas 66210 GROUND BAR. Phone 813-430-7700 Fax: 913-438777 9. PROVIDE BUSS BAR NEAR BTS FOR ATTACHMENT OF WIMAX COAX GROUND KITS. PROPOSED SPRINT ANTENNA QQMIAL ANTENNA CABLE : PROPOSED ANDREW QUIK-VEE (SEE DETAIL 2 SHT A-4) 1. THE ANTENNA COAXIAL CABLE INSTALLER SHALL BE SECTOR FRAME #SF-QVI2-B (TYP 2 PLACES) RESPONSIBLE FOR PERFORMING AND SUPPLYING EQUIVALENT) SPRINT WITH 3 TYPEWRITTEN SWEEP TESTS (ANTENNA (OR APPROVED (SEE DETAIL 1, EQUIVALENT) RETURN LOSS TEST). THIS TEST SHALL BE PERFORMED TO THE SPECIFICATIONS AND PARAMETERS EXISTING AND PROPOSED SPRINT ANTENNAS OUTLINED BY THE SPRINT RADIO FREQUENCY (RF) ELEV 110 0 ENGINEER. THIS TEST SHALL BE PERFORMED PRIOR TO FINAL ACCEPTANCE OF THE SITE STATE OF ARKANSAS 2. THE ANTENNA COAXIAL CABLE INSTALLER SHALL BE CERTIFICATE OF AUTHORIZATION NT74 RESPONSIBLE FOR PERFORMING AND SUPPLYING RESPONSIBLE ENGINEERS: (2) EXISTING SPRINT WITH 3 TYPEWRITTEN TIME DOMAIN MLO MICHAEL OWENS 13456 STRUCTURAUCAnt. L9 SPRINT ANTENNAS REFLECTOMETER (TDR) TESTS TO VERIFY CABLE TMS TERRANCEM SUPER 9717 ELECTRICAL ? TO BE REMOVED LENGTH AND TO CHECK FOR WATER DAMAGE 3. VAPOR WRAP WILL BE USED TO SEAL ALL CONNECTIONS. w 4. ALL JUMPERS TO THE ANTENNAS FROM THE MAIN NOTICE: Lg aoTHIS . Of SV_ MC.A AND ISWING HAS NOT E ENT TO THEeoxRa�a o TRANSMISSION LINE WILL BE 1/2' JUMPERS AT WiMAX FOR THEIR CONFIOJInAt 145E ChYLY, AND IN CONSIDERATION PROPOSED ANDREW QUIK-VEE PROPOSED SPRINT ANTENNA BTS UNITS WILL BE 6'-0'. OF THE LOAN OF THIS DRAWING. THE BORROWER PROMISES (SEE DETAIL 2 SHT A-4) 5. IF COAX IS BEING RE -USED FOR THIS INSTALLATION, AND AGREES TO RETU RN IT U PON REOUEST AND AGREES THAT SECTOR FRAME #SF-QVI2-B (TYP 2 PLACES) DI POSEDILL OF REPRODUCED. DIRECTLY RINDIRECTLY, PIED, LENT USEDOTHERWISEFANY PRE AND POST ANTENNA LINE SWEEPS ARE DISPOSED OF DIRECTLY OR INOIRECTLV, NOR USED FOR ANY (OR APPROVED EQUIVALENT) REQUIRED. PURPOSE OTHER THAN FOR WHICH IT IS FURNISHED (SEE DETAIL 1, A-10) 6. UPON COMPLETION. PROVIDE A HEIGHT VERIFICATION DEPICTING RAD CENTER AND TOP OF ANTENNA. DESIGNER: J.K. THOMPSON .. EXISTING AND PROPOSED SPRINT ANTENNAS LEAD EE: T. SUPER I ELEV 72'-O" (2) EXISTING N : LEAD CE/SE: M. OVVENS SPRINT ANTENNAS 1. SHALL AND CONSTRUCTION OF ANTENNA SUPPORTS TO BE REMOVED SHALL CONFORM TO CURRENT ANSI/EIA/T1A-222; SUBMITTALS APPENDIX B FOR WIND LOADING; 'STRUCTURAL Na DATE DESCRIPTION B STANDARDS FOR STEEL ANTENNA TOWERS AND A 10(31 2 441LT7 FOR It)" J ANTENNA SUPPORTING STRUCTURES' OR APPLICABLE LOCAL CODES. EXISTING 180'-0" 2. ALL STEEL MATERIALS SHALL BE GALVANIZED AFTER SELF-SUPPORT TOWER FABRICATION IN ACCORDANCE WITH ASTM A123 'ZINC (HOT -DIPPED GALVANIZED) COATINGS ON IRON AND NEW CABLES ROUTED ALONG TOWER STEEL PRODUCTS', UNLESS OTHERWISE NOTED. SITE NAME LEG ON EXISTING COAX LADDER (TYP) 3 ALL BOLTS, ANCHORS SHALL BE GALVANIZED IN W_ACCORWCEOWITH ASTM US �E HEIGHTS A153 "ZINC (HOT -DIP) ON IRON AND STEEL HARDWARE% UNLESS OTHERWISE NOTED. 4. DAMAGED GALVANIZED SURFACES SHALL BE REPAIRS SITE NUMBER PROPOSED SPRINT CABINETS BY COLD GALVANIZING IN ACCORDANCE WITH ASTM ON EXISTING CONCRETE PAD A780. LR03XC066 5. ALL ANTENNA MOUNTS SHALL BE INSTALLED WITH DOUBLE NUTS AND SHALL BE INSTALLED SNUG TIGHT 6. MINIMUM HORIZONTAL PACING SHALL BE 2'-O' SITE ADDRESS BETWEEN ALL ANTENNAS. 704 N. MARTIN LITTLE ROCK, AR 72205 800/1900 ANTENNA DETAIL 141 SITE ELEVATION SHEET TITLE SITE ELEVATION SHEET NUMBER EE SITE ELEVATION 1 1 1-3 1 PROPOSED (6) SPRINT RRU'S ON PROPOSED ANDREW QUIK-VEE PROPOSED PIPE MOUNT SECTOR FRAME #SF-QVI2-B Sprint (TYPICAL 2 PLACES) ® ELEVATION 110'-0" PROPOSED (2) SPRINT A2 MODULES CE'C' (OR APPROVED EQUIVALENT) ON PROPOSED PIPE MOUNT 811A. (SEE DETAIL 1, A-10) 6560 SPRINT PARKWAY QFC (TYPICAL 2 PLACES) OVERLAND PARK, KANSAS 66251 oohor q SECTOR: 2 AZIMUTH: 285' W e00 '1900 ERICSSON 6100 SPRINT PARKWAY OVERLAND PARK, KANSAS 66251 PROPOSED SPRINT ANTENNA AND MOUNTING HARDWARE (TYP OF 3) (2) EXISTING SPRINT ANTENNAS EXISTING ® ELEVATION 110'-0" TO BE LEG REMOVED UPON COMPLETION OF CDMgY SELF-SUPPORT,♦ r�^ EQUIPMENT MIGRATION EXISTING TOWER SSL 180'-O" SELF-SUPPORT � 9900 West 109U Stree4 Suite 300 TQW ER �F�, Overland Park, Keesas 66210 fin. ��9Ce� Ph— 913-43&7700 Fez: 913-438-7777 C} W C) PROPOSED ANDREW QUIK-VEE SECTOR FRAME #SF-QVI2-8 2 EXISTING SPRINT ANTENNAS ® ELEVATION 72'-0" CFC () (OR APPROVED EQUIVALENT) ��9cy SECTOR 1 0 ELEVATION 72'-0" TO BE ' (SEE DETAIL 1, A-10) 9 AZIMUTH: 140' STATE OF ARKANSAS REMOVED UPON COMPLETION OF 0' 6" 1' 2' 3. 4' CERTIFICATE OF AUTHORIZATION #774 EQUIPMENT MIGRATION I 1 0' 1' 2' 4' 6' 6' RESPONSIBLE ENGINEERS: MLO MICHAEL OWENS 13458 STRUCTURAUCWIL TMS TERRANCE M SUPER 9717 ELECTRICAL EXISTING ANTENNA LAYOUT 3 TEMPORARY ANTENNA LAYOUT 1 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 NOTE: OF THE LOAN OF THIS DRAWING, THE BORROWER PROMISES 1. EXACT ROUTING OF CABLES TO BE PROPOSED ANDREW QUIK-VEE NOTE: AND AGREES TO RETURN IT UPON REQUEST AND AGREES THAT DETERMINED BY STRUCTURAL ANALYSIS SECTOR FRAME #SF-QVI2-B FINAL RRU LOCATION AND DI POSEDILL OF REPRODUCED. OR INDIRECTLY. USEDFOTHERWISEANY DISPOSED OF DIRECTLY OR INDIRECTLY, NOR USED FOR ANY (BY OTHERS) ® ELEVATION 110'-0" MOUNTING PENDING STRUCTURAL PURPOSE OTHER THAN FOR WHICH IT IS FURNISHED EXISTING 180'-0" (OR APPROVED EQUIVALENT) (CA4P REVIEW AND RF APPROVAL SELF-SUPPORT TOWER 2. NEW GPS ANTENNA TO BE AT LEAST (SEE DETAIL 1, A-10) n") DESIGNER: J K THOMPSON 4' FROM EXISTING GPS ANTENNAS LEAD EE: T. SUPER LEAD CE/SE: M. OWENS CABLES ATTACHED TO EXISTING SUPPORTS WITH ROSENBERGER PROPOSED HYBRID CABLES SUBMITTALS GROMMET HANGER KIT ROUTED ALONG TOWER LEG ON ND. DATE DESCRIPTION BY PART# CS624-TH415 EXISTING COAX LADDER (TYP) 80 A W�SS 2 ISM FOR REM JM 0Hz900 NEW CABINETS ON EXISTING EQUIPMENT PLATFORM PROPOSED SPRINT RRU'S ON PROPOSED PIPE MOUNT EXISTING 6'-0" (TYPICAL 2 PLACES) SITE NAME CHAIN LINK FENCE (EMP ) EXISTING HEIGHTS �� Ty 160'-0" � SELF-SUPPORT EXISTING EQUIPMENT TOWER BUILDING ON CONCRETE PAD fSITE NUMBER �Q LR03XCO66 SITE ADDRESS 704 N. N ARTIN LITTLE ROCK, AR 72205 PROPOSED ANDREW QUIK-VEE -B SHEETTITLE SECTOR FRAME #SF-QVI2 (3) NEW HYBRID TOWER CABLES ( ELEVATIONOR APPROVED EQUIEQUIVALENT) FROM REAR OF CABINET ROUTED ( ANTENNA PLANS (SEE DETAIL 1, A-10) ON EXISTING CABLE BRIDGE (1) SHOWN FOR CLARITY 0' 1' 2' 4' 6' 8' In ' SHEET NUMBER COAX RUN DIAGRAM 14 FINAL ANTENNA LAYOUT 2 A_4.