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Home My WebLink AboutZ-6129-I Map■ Sprint NETWORK VISION RBS LAUNCH PROJECT SUMMARY SITE NAME: WILSON WATER TREATMENT PLANT SITE NUMBER: LR03XCO45 SITE ADDRESS: 11001 ROCKY VALLEY DRIVE LITTLE ROCK, ARKANSAS 72212 APN A-2 EQUIPMENT LAYOUTS MLO LATITUDE: 34.783333 (NAD 83) LONGITUDE: —92.39361(NAD 83) GROUND ELEVATION: V (AMSL) JURISDICTION: STATE OF ARKANSAS CERTIFICATE OFAUTHORIZATION#774 RESPONSIBLE ENGINEERS: MLO MICHAELL OWENS 13458 STRUCTURAL/CML TMS TERRANCEM SUPER 9717 ELECTRICAL 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 ALL WORK SHALL BE PERFORMED AND MATERIALS INSTALLED IN ACCORDANCE WITH THE CURRENT EDITIONS OF THE FOLLOWING CODES AS ADOPTED BY THE LOCAL GOVERNING AUTHORITIES. NOTHING IN THESE PLANS IS TO BE CONSTRUED TO PERMIT WORK NOT CONFORMING TO THESE CODES, 1. INTERNATIONAL BUILDING CODE 2. INTERNATIONAL MECHANICAL CODE 3. ANSI/TIA-222 STRUCTURAL STANDARD 4. NFPA 780 — LIGHTNING PROTECTION CODE 5, UNIFORM PLUMBING CODE 6. NATIONAL ELECTRICAL CODE 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 CONTRACTORS 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 NAME: WILSON WATER TREATMENT PLANT )�* SITE NUMBER: LR03XCO45 Sprint �� D SPRINT PARKWAY OVERLAND PARK, KANSAS 66251 STRUCTURE TYPE: ROOFTOP MARKET: ARKANSAS 01 J t ER6100 SPRINT ICSSON OVERLAID PARK, KANSASA66251 DRIVING DIRECTIONS DEPART FROM:•�4. FROM 1-440 AND 1-40 HEAD WEST ON 1-40 (WEST) AT EXIT 147, TAKE RAMP (RIGHT) ONTO LOCAL ROAD(S) AT EXIT 147, TAKE RAMP (RIGHT) ONTO 1-430 AT EXIT 9, TURN RIGHT ONTO RAMP AT EXIT 9, KEEP LEFT TO STAY ON RAMPMLO TAKE RAMP (RIGHT) ONTO SR -10 [CANTRELL RD] TURN RIGHT (SOUTH) ONTO PLEASANT VALLEY DR TURN RIGHT (NORTH) ONTO ROCKY VALLEY DR TURN LEFT (SOUTH) ONTO SITE _ VICINITY MAP 1- t s - j' ��yEjq�[ip,ryp[p"ry. "•� ..� - 1 w CT � \ � y �' -1-0-CAT "`� ' � � �~— � A�±ic g £MRM It C Yl�pe YI Y:nm Vii Raj •] • .: r: r V T� r� LIST OF DRAWINGS SHEET TITLE RESP ENGR ;14 � SSS 9900West dPeNK.ns.e 62100 OveAe38-770 KF -916210 Phane 913438-7700 Fax: 913-43&7777 T-1 TITLE SHEET MLO/TMS A-1 OVERALL SITE LAYOUT MLO A-2 EQUIPMENT LAYOUTS MLO A-3 SITE ELEVATIONS A-4 ANTENNA PLANS MLO A-5 RFDS SHEET (V81, 09/31/12) MLO A-6 PLUMBING DIAGRAMS MLO A-7 COLOR CODING DETAILS MLO A-8 DETAILS MLO A-9 DETAILS MLO STATE OF ARKANSAS CERTIFICATE OFAUTHORIZATION#774 RESPONSIBLE ENGINEERS: MLO MICHAELL OWENS 13458 STRUCTURAL/CML TMS TERRANCEM SUPER 9717 ELECTRICAL A-10 DETAILS MLO E-1 UTILITY SITE PLAN TMS 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 AN D AGREES TO R ETURN IT U PON R EOU EST AND AGREES THAT IT WI LL NOT BE R EPRODUC ED, COPI ED, LENT OR OTH ERWISE E-4 GROUNDING PLAN, RISER AND NOTES TMS E—S DETAILS TMS CONTACTS APPROVALS E-6 DETAILS TMS DISPOSED OF DIRECTLY OR INDIRECTLY, NOR USED FOR ANY PURPOSE OTHER THAN FOR WHICH IT IS FURNISHED. DESIGNER: D. RAINES APPLICANT: SPRINT PCS 6580 SPRINT PARKWAY OVERLAND PARK, KS 66251 jQyFR/PROPERTY OWNER: LITTLE ROCK WATER WORKS P.O. BOX 1789 LITTLE ROCK, AR 72203 ENGINEERING CONSUL TANTS CONSUL TANTS: SSC, INC. 9900 W 109TH ST, SUITE 300 OVERLAND PARK, KS 66210 KEVIN VANMAELE SHELTON'KEISLING (913) 438-7700 SAM: ERICSSON 6100 SPRINT PARKWAY OVERLAND PARK, KS. 66251 KATHY BYRD R• (913) 223-1206 CM: ERICSSON 6100 SPRINT PARKWAY OVERLAND PARK, KS. 66251 JOHNNY ATWOOD ��ilcdsm.eom (479)-409-3782 RF ENGINEER: E wEyR PRS¢ CIM, GN -1 GENERAL NOTES MLO/TMS LEAD EE: T. SUPER SPRINT REPRESENTATIVE DATE LEAD CEISE M_ OWENS SUBMITTALS NO, DATE DE$CRIPTILON B' A 11/0/2012 ISSUED FOR REVIEW DJ SPRINT RF ENGINEERING DATE SITE OWNER DATE SITE NAME WILSON WATER TREATMENT PLANT SPRINT CONSTRUCTION MANAGER DATE 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 DEPARTMENT AND MAY IMPOSE CHANGES OR MODIFICATIONS. SITE NUMBER LR03XCO45 SITE ADDRESS 11001 ROCKY VALLEY DRIVE LITTLE ROCK, ARKANSAS 72212 SITE ACCESS PROCEDURES SPRINT MARKED WITH BLACK & YELLOW TAPE COMBINATION LOCKS: 6985 ALL CABINET COMBINATION LOCKS: 6985 ENGINEERS LICENSE SHEET TITLE 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 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 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 D ASPHALT EARTH ® GRATING STEEL CENTERLINE — — — PROPERTY LINE LEASE LINE — — — — EASEMENT LINE -- •---•— CHAIN LINK FENCE oma— WOOD FENCE BELOW GRADE --------- ELECTRIC BELOW GRADE --------` TELEPHONE —OHP—OHP— OVERHEAD ELECTRIC/TELEPHONE �1 SECTION REFERENCE LEGACY CEA CDMA EXISTING STEEL PLATFORM (ROOFTOP) L EXISTING ROOFTOP OVERALL SITE PLAN EXISTING SPRINT EQUIPMENT AT BASE OF TOWER (6) EXISTING SPRINT ANTENNAS TO BE REMOVED UPON COMPLETION OF EQUIPMENT MIGRATION I& NORTH 0' 4' 8' 16' 24' Sprint , >lk 6580 SPRINT PARKWAY OVERLAND PARK, KANSAS 66251 PC ERICS ION 6100 SPRINT PARKWAY OVERLAND PARK, KANSAS 66251 ;, 44 SSC 9900 West 1091h Streak Suite 300 Overland Perk, Kansas 66210 Phone: 913438-7700 Fax: 913-43&7777 STATE OFARKANSAS CERTIFICATE OF AUTHORIZATION 1779 RESPONSIBLE ENGINEERS: MLO MICHAEL OWENS 13958 STRUCTURAUCIVIL TMS TERRAWMM 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 R 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: D RAINES LEAD EE: T. SUPER LEAD CEISE: M. OWENS SUBMITTALS I A Il1GSI7012I ISSUED FOR RENEW I Dix I SITE NAME WILSON WATER TREATMENT PLANT SITE NUMBER LR03XCO45 SITE ADDRESS 11001 ROCKY VALLEY DRIVE LITTLE ROCK, ARKANSAS 72212 SHEET TITLE OVERALL SITE PLAN SHEET NUMBER A-1 3 PLAN VIEW FRONT VIEW RFS.APXVERRI8 ANTENf�A TRIPLE BAND DUAL POLARIZED FREQUENCY RANGE 806-869 & 1850-1995 MHz ANTENNA W/0 MOUNTING HARDWARE 55 Ib MOUNTING HARDWARE 7.5 Ib TOTAL WEIGHT 62.5 Ib 800/1900 ANTENNA DETAIL 1 4 PROPOSED SPRINT ANTENNA (SEE DETAIL 2 SHT A-4) (TYP 3 PLACES) (3) EXISTING SPRINT ANTENNAS TO BE RELOCATED AND THEN REMOVED WHEN EQUIPMENT MIGRATION IS FINISHED (SEE DETAIL 1 SHT A-4)�� CIL EXISTING FLAG POLE I ELEV. F72XISOTING AND PROPOSED SPRINT ANTENNAS 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 NA 9ABLE NQTES: 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 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. SSC HAS NOT PERFORMED A STRUCTURAL TOWER ANTENNA MOUNTING NOTES_ ANTENNA NOTES: 0 ❑ F-7 ANALYSIS AND HAS NOT BEEN PROVIDED ANY STRUCTURAL 1. DESIGN AND CONSTRUCTION OF ANTENNA SUPPORTS SHALL CONFORM TO CURRENT ANSI/EIA/TIA-222; 1. THE SIZE, HEIGHT, AND DIRECTION OF THE ANTENNA TOWER ANALYSIS INFORMATION REGARDING THIS SITE. m SHALL BE ADJUSTED TO MEET SYSTEM REQUIREMENTS. STANDARDS FOR STEEL ANTENNA TOWERS AND 2. CONTRACTOR SHALL VERIFY HEIGHT OF ANTENNA WITH PENDING ANTENNA RF SIGNAGE: LOCAL CODES. ERICSSON REPRESENTATIVE. MOUNT CERTIFICATION SITE HAS EXISTING RF SIGNAGE 2. ALL STEEL MATERIALS SHALL BE GALVANIZED AFTER FABRICATION IN ACCORDANCE WITH ASTM A123 "ZINC 3. ALL ANTENNA AZIMUTHS TO BE TAKEN FROM TRUE NORTH. PROPOSED SPRINT ANTENNA (SEE DETAIL 2 SHT A-4) (TYP 3 PLACES) (3) EXISTING SPRINT ANTENNAS TO BE RELOCATED AND THEN REMOVED WHEN EQUIPMENT MIGRATION IS FINISHED (SEE DETAIL 1 SHT A-4)�� CIL EXISTING FLAG POLE I ELEV. F72XISOTING AND PROPOSED SPRINT ANTENNAS 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 NA 9ABLE NQTES: 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 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. SITE ELEVATION 12 1 NOTES Sprint 6580 SPRINT PARKWAY OVERLAND PARK, KANSAS 66251 09 Pw ERII CSSON 6100 SPRINT PARKWAY OVERLAND PARK, KANSAS 66251 - 40 io 44SSC 9900 West 109th Street, Suite 300 Overland Perk, Kansas 66210 Phone: 913-438-7700 Fax: 913-438-TTT7 STATE OF ARKANSAS CERTIFICATE OF AUTHORIZATION #774 RESPONSIBLE ENGINEERS: MLO MICHAELLOWENS 134M STRUCTURAUCIVIL TMS TERRA14CEM 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 R 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 R IS FURNISHED DESIGNER: D. RAINES LEAD EE: T. SUPER LEAD CENSE M, OWENS SUBMITTALS 40 1 DATE DESCRIPTION B A 1/03/2017 ISSUED FOR RENEW D. SITE NAME WILSON WATER TREATMENT PLANT SITE NUMBER LR03XCO45 SITE ADDRESS 11001 ROCKY VALLEY DRIVE LITTLE ROCK, ARKANSAS 72212 SHEET TITLE SITE ELEVATION SHEET NUMBER A-3 ANTENNA MOUNTING NOTES_ 0 ❑ F-7 1. DESIGN AND CONSTRUCTION OF ANTENNA SUPPORTS SHALL CONFORM TO CURRENT ANSI/EIA/TIA-222; APPENDIX B FOR WIND LOADING; "STRUCTURAL m 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- I I =1 I f=I 11=111=! I I-1 11=I f f=i 11=1 I f=l 11�[ 11=111=111=i 11 =1 I!=1 I^1 f=]1 f i -I 11-1 I I-1 I�-I 11=11 I 1 1 11-1 1-1 1-1 i lli 5. ALL ANTENNA MOUNTS SHALL BE INSTALLED WITH DOUBLE NUTS AND SHALL BE INSTALLED SNUG TIGHT SI 1 1 1=l I I I—III F A I 1 I LII 6. MINIMUMHORIZONTAL PALLSACING SHALL BE 2"-0" I II I i II SITE ELEVATION 12 1 NOTES Sprint 6580 SPRINT PARKWAY OVERLAND PARK, KANSAS 66251 09 Pw ERII CSSON 6100 SPRINT PARKWAY OVERLAND PARK, KANSAS 66251 - 40 io 44SSC 9900 West 109th Street, Suite 300 Overland Perk, Kansas 66210 Phone: 913-438-7700 Fax: 913-438-TTT7 STATE OF ARKANSAS CERTIFICATE OF AUTHORIZATION #774 RESPONSIBLE ENGINEERS: MLO MICHAELLOWENS 134M STRUCTURAUCIVIL TMS TERRA14CEM 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 R 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 R IS FURNISHED DESIGNER: D. RAINES LEAD EE: T. SUPER LEAD CENSE M, OWENS SUBMITTALS 40 1 DATE DESCRIPTION B A 1/03/2017 ISSUED FOR RENEW D. SITE NAME WILSON WATER TREATMENT PLANT SITE NUMBER LR03XCO45 SITE ADDRESS 11001 ROCKY VALLEY DRIVE LITTLE ROCK, ARKANSAS 72212 SHEET TITLE SITE ELEVATION SHEET NUMBER A-3 PROPOSED GPS EXISTING SPRINT EQUIPMENT AT BASE OF TOWER SECTOR: 1 0 Sprint AZIMUTH: PROPOSED STEEL = oTO MATCH EXISTING 6580 OVERLAND PARK, KANSAS66251 v4"GGO�P G� vy'GOOt� (6) EXISTING SPRINT ��GGOa`P ^ ANTENNAS TO BE REMOVED UPON COMPLETION OF EQUIPMENT MIGRATION - LEGACY ERICSSON ttGACY C C 6100 SPRINT PARKWAY G{ G� OVERLAND PARK, KANSAS 66251 �4"GG�P (6) EXISTING SPRINT ANTENNAS TO BE REMOVED UPON COMPLETION • R OF EQUIPMENT MIGRATION PROPOSED SPRINT a ANTENNA AND MOUNTING HARDWARE (TYP OF 3) j1 SECTOR: 2AZIMUTH: 110'A s!sc E%iSTING GPS EXISTING H—FRAME9900 SECTOR: 3 'i Illw __ 80 19 Weel 109Lh SteeC Suite 300 Ovedend Park,Keneae 66210 AZIMUTH: 230 g�0 MH2 00 Phone: 913-438-7700 Fez:913-438-7777 LEGACY CC " PROPOSED SPRINT RRU'S LE—_ COMA �, { G ON PROPOSED PIPE MOUNT STATE OF ARNANSgS �6l F��P (TYPICAL 3 PLACES) OT74 GG EXISTING STEEL NORTH "°° NORTH CERTIFICATE OF AUTHORIZATION PLATFORM (ROOFTOP) RESPONSIBLE MLO MICHAELL IOWENS 13458 STRUCTURAUCIVIL 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 LENTTO THE BORROWER FOR THEIR CONFIDENTIAL USE ONLY, AND IN CONSIDERATION OF THE LOAN OF THIS DRAWING, THE BORROWER PROMISES AND AGREES TO RETURN R UPON REOUEST AND AGREES THAT IT WILL NOT BE REPRODUCED, COPIED, LENT OR OTHERWISE DISPOSED OF DIRECTLY OR INDIRECTLY, NOR USED FOR ANY O m PURPOSE OTHER THAN FOR WHICH IT IS FURNISHED DESIGNER: D. RAINES PROPOSED STEEL TO \ = SECTOR: I LEAD EE: T.SUPER MATCH EXISTING AZIMUTH: 10' LEAD CEBE M. OWENS SUBMITTALS NO. DATE DESCRIPTION BY A 1/03/201 ISSUED FOR REVIEW LJR PROPOSED SPRINT SITE NAME ANTENNA AND MOUNTING HARDWARE (TYP OF 3) WILSON WATER SECTOR: 2 TREATMENT PLANT AZIMUTH : 110' SECTOR: 3 _ SITE NUMBER AZIMUTH: 230' — 8p0V7900 MNZ LR03XCO45 goo �ool��ti SITE ADDRESS 11001 ROCKY VALLEY DRIVE LITTLE ROCK, ARKANSAS 72212 SHEET TITLE PROPOSED SPRINT RRU'S ON PROPOSED PIPE MOUNT ANTENNA PLANS (TYPICAL 3 PLACES) NORTH SHEET NUMBER A-4 2 4 FINAL ANTENNA LAYOUT