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Home My WebLink AboutZ-6134-E MapABBREVIATIONS 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 GONG 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 Qf UTILITY POLE WALL COMPRESSED STONE -� CONCRETE/GRAVEL ASPHALT EARTH GRATING STEEL -------- CENTERLINE --- PROPERTY LINE LEASE LINE --------- EASEMENT LINE CHAIN LINK FENCE --4--�a WOOD FENCE BELOW GRADE ELECTRIC BELOW GRADE TELEPHONE -OHP—OHP— OVERHEAD ELECTRIC/TELEPHONE Al SECTION REFERENCE EXISTING FENCE OVERALL SITE PLAN EXISTING H -FRAME EXISTING GENERATOR EXISTING SPRINT EQUIPMENT ON CONCRETE PAD EXISTING (3) RELOCATED SPRINT CABINETS PROPOSED SPRINT CABINETS OYP OF 2) TO REPLACE EXISTING CABINETS (TYP OF 2) SEE SHT A-2 FOR DETAILS 10 NORTH 0'1'2' 4' B. 12' 16' II I IiI' Sprint )$� 6580 SPRINT PARKWAY OVERLAND PARK, KANSAS 66251 W 40e wo ERICS 'ON 6100 SPOU PARKWAY ONEIit = PARK, PAW 66251 E o, A SSC 9900 Wes[ 109th S9eel Suite 300 Ovedend Pads, Kansas 66210 Phone 913430-7700 Fax 913-0397777 STATE OF ARKANSAS CERTIFICATE OF AMHORQATION 9774 RESPONSIBLE ENGINEERS: MLO MICHAELL OWENS 13458 STRUCTURAUCIVIL TMS TERRANCEAI.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 TWILL 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 f_BY A 1T,WM IRM FOR IMM � INT SITE NAME PEBBLE BEACH SITE NUMBER LR03XCO46 SITE ADDRESS 18001 CHENAL PARKWAY LITTLE ROCK, ARKANSAS 72212 SHEET TITLE OVERALL SITE PLAN SHEET NUMBER A-1 PROPOSED ROPOSM GPS ICEBRIDGE do ANTENNA MOUNTED ON EXISTING H -FRAME POST Sprint EXISTING S COAXCABLES ROUTED EXISTING (6) COAX CABLES ICE BRIDGE ONEIXISTINCE BRIDGE 6580 SPRINT PARKWAY ROUTED UNDERGROUND FROM (1) SHOWN FOR CLARITY OVERLAND PARK, KANSAS 66251 EXISTING WATER TANK EXISTING (1) SHOWN FOR CLARITY PROPOSED (2) SPRINT PROPOSED CABLE TRAY WITH COVER FOR (3) ICE BRIDGE CABINETS ON CONCRETE PAD (TYP. OF 2) HYBRID CABLES TO PROPOSED RBS CABINET - EXISTING SPRINT CABINET PC ON CONCRETE PAD EXISTING GPS ANTENNA rTO - (TYP. OF 2) • • ,••� I BE REMOVED ERlCSSON _ EXISTING GPS r �? 6100 SPRINT PARKWAY ANTENNA - _ f OVERLAND PARK, KANSAS 56251 PR ED PROPOSED PPC RACK w CABINETBEXISTING o RBS � w CABINET w z �0j z GEN ww 1 -0 0 U 55c CD Z _ 9900 West 109th Stree4 Suite 300 — - Overland Park, Kansas 66210 N Phone: 913-43B-7700 Fax 913 & x RQPQSfD GPS EXISTING PPC RACK ANTENNA MOUNTED EXISTING (3) SPRINT CABINETS TO EXISTING HNFRAME POST BE RELOCATED AND THEN REMOVED AFTER NEW CABINET INSTALLATION HAS BEEN TESTED AND APPROVED BY PROJECT MANAGER r~ --STING CONCRETE PAO) TEMPORARY CABLE TRAY WITH COVER FOR (6) f EXISTING COAX AND (2) 1 1/4" LIQUIDTIGHT FLEXIBLE METALLIC CONDUIT FOR TEMPORARY r" POWER AND TELCO CONNECTIONS TO BE REMOVED STATE OF ARKANSAS AFTER NEW CABINET INSTALLATION HAS BEEN TESTED AND APPROVED BY PROJECT MANAGER CERTIFICATE OF AUTHORIZATON#774 RESPONSIBLE ENGINEERS: N 0 RTH MICHAEL L NS 13 S UCIV L 971 ELECTRICAL NORTH IMS TERRANCE MMLO PER EXISTING EQUIPMENT LAYOUT 3 TEMPORARY EQUIPMENT LAYOUT 1 NOTICE: THIS DRAWING HAS NOT BEEN PUBLISHED AND IS THE SOLE SSC, INC -AND IS LENT TO THE BORROWER HEIR USE ONLY, AND IN CONSIDERATION FOR THEIR CONFIDENTIAL 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 ROPOSED GPS PURPOSE OTHER THAN FOR WHICH IT IS FURNISHED. PROPOSED ICE BRIDGE ANTENNA MOUNTED DESIGNER: T.N. TAYLOR ON EXISTING LEAD EE: T. SUPER H—FRAME POST LEAD CE/SE: M. OWENS EXISTING ICE BRIDGE TO REMAIN SUBMITTALS I NO. DATE DESCRIPTION BY PROPOSED (2) SPRINT PROPOSED CABLE TRAY WITH COVER FOR (3) A Tf��y2 =ED FOR REVIEW TNT CABINETS ON CONCRETE HYBRID CABLES TO PAD (TYP. OF 2) 1 PROPOSED RBS CABINET f SITE NAME PEBBLE BEACH PROPOSED PROPOSED BBS EXISTING PPC RACK U o RBS Z !Z CABINET CABINET SITE NUMBER rn w xz w LR03XCO46 SITE ADDRESS ROPDSfD GPS 18001 CHENAL PARKWAY ANTENNA MOUNTED LITTLE ROCK, ARKANSAS ON EXISTING 72212 H -FRAME POST SHEET TITLE EQUIPMENT LAYOUTS NORTH SHEET NUMBER -2 141 FINAL EQUIPMENT LAYOUT 2 3 PLAN VIEW FRONT VIEW RFS APXVERRI8 ANTENNA TRIPLE BAND DUAL POLARIZED FREQUENCY RANGE 806—B69 k 1850-1995 MHz ANTENNA W/O MOUNTING HARDWARE 55 Ib MOUNTING HARDWARE 7.5 Ib TOTAL WEIGHT 62.5 Ib SSC HAS NOT PERFORMED A STRUCTURAL TOWER ANALYSES AND HAS NOT BEEN PROVIDED ANY STRUCTURAL TOWER ANALYSIS INFORMATION REGARDING THIS SITE, PENDING ANTENNA RF SIGNr MOUNT CERTIFICATION SITE HAS EXISTING RF SIGNAGE ENt� NOTES: 1. THE SIZE, HEIGHT, AND DIRECTION OF THE ANTENNA SHALL BE ADJUSTED TO MEET SYSTEM REQUIREMENTS. 2. CONTRACTOR SHALL VERIFY HEIGHT OF ANTENNA WITH ERICSSON REPRESENTATIVE. 3. ALL ANTENNA AZIMUTHS TO BE TAKEN FROM TRUE NORTH. 800/1900 ANTENNA DETAIL 141 SITE ELEVATION GPS (2) SPRINT CABINETS IG CONCRETE PAD 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 Sprint OVERLAND PARK KANSAS PARKWAY6251 - WITH 1" WIDE BANDS OF COLORED TAPE WITH 1/2" SPRINT WITH 3 TYPEWRITTEN SWEEP TESTS (ANTENNA SEPARATION BETWEEN BANDS. - WO 5. START COLOR BANDS 2" BEYOND WEATHERPROOFING. OUTLINED BY THE SPRINT RADIO FREQUENCY (RF) 6. START SECTOR COLOR NEXT TO END CONNECTOR. ERICSSON 7. ALL MAIN CABLES WILL BE GROUNDED W/ COAXIAL 6100 SPMNT PARKWAY OVERLAND PARK, KANSAS 66251 CABLE GROUND KITS AT. 2. THE ANTENNA COAXIAL CABLE INSTALLER SHALL BE RESPONSIBLE FOR PERFORMING AND SUPPLYING • THE ANTENNA LEVEL SPRINT WITH 3 TYPEWRITTEN TIME DOMAIN CERTIFICATE OF AUTHORIZATION #T74 • MID LEVEL IF TOWER IS OVER 200' • BASE OF TOWER PRIOR TO TURNING HORIZONTAL-, • TERMINATION OF COAX LINES TO JUMPERS CONNECTIONS. 4. ALL JUMPERS TO THE ANTENNAS FROM THE MAIN TRANSMISSION LINE WILL BE 1/2" JUMPERS AT WTMAX 8. ALL NEW GROUND BAR DOWNLEADS ARE TO BE 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 CONSIDERATION O 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 DIRECTLYTHAN FOR WINS USED FOR ANY PURPOSE OTHER THAN FOR WHICH IT Y. O FURNISHED CADWELDED TO THE EXISTING ADJACENT GROUND BAR 44 DOWNLEADS A MINIMUM DISTANCE OF 4' BELOW 6NTENNA MQUNTING 1. DESIGN AND CONSTRUCTION OF ANTENNA SUPPORTS SHALL CONFORM TO CURRENT ANSI/EIA/71A-222; APPENDIX B FOR WIND LOADING; "STRUCTURAL STANDARDS FOR STEEL ANTENNA TOWERS AND GROUND BAR. 9500 Wesl 1091h SteelSuile 300 9. PROVIDE BUSS BAR NEAR BTS FOR ATTACHMENT OF Overfeed PA Kenses 66210 WiMAX COAX GROUND KITS. Phone 913-438-7700 F.: 913-438-7777 COAXIAL ANTENNA CASLE_UOTES. 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 STATE OF ARKANSAS SPRINT WITH 3 TYPEWRITTEN TIME DOMAIN CERTIFICATE OF AUTHORIZATION #T74 REFLECTOMETER (TDR) TESTS TO VERIFY CABLE LENGTH AND TO CHECK FOR WATER DAMAGE. 3. VAPOR WRAP WILL BE USED TO SEAL ALL RESPONSIBLE ENGINEERS: MLO MICHAELLOWENS 13458 STRUCTURAUCIVIL TMS TERRAHCSM WPER 9717 ELECTRICAL CONNECTIONS. 4. ALL JUMPERS TO THE ANTENNAS FROM THE MAIN TRANSMISSION LINE WILL BE 1/2" JUMPERS AT WTMAX 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 CONSIDERATION O 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 DIRECTLYTHAN FOR WINS USED FOR ANY PURPOSE OTHER THAN FOR WHICH IT Y. O FURNISHED 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: T.N TAYLOR 6NTENNA MQUNTING 1. DESIGN AND CONSTRUCTION OF ANTENNA SUPPORTS SHALL CONFORM TO CURRENT ANSI/EIA/71A-222; APPENDIX B FOR WIND LOADING; "STRUCTURAL STANDARDS FOR STEEL ANTENNA TOWERS AND LEAD EE: T. SUPER LEAD CE/SE: M. OWENS SUBMITTALS ANTENNA SUPPORTING STRUCTURES" OR APPLICABLE LOCAL CODES. NO. DATE DESCRIPTION E A 11/07/121 1SSIIED FOR WM I ¶ 2. ALL STEEL MATERIALS SHALL BE GALVANIZED AFTER FABRICATION IN ACCORDANCE WITH ASTM A123 "ZINC I 1 I (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 SITE NAME A153 "ZINC (HOT—DIP) ON IRON AND STEEL HARDWARE", UNLESS OTHERWISE NOTED. PEBBLE BEACH 4. DAMAGED GALVANIZED SURFACES SHALL BE REPAIRS BY COLD GALVANIZING IN ACCORDANCE WITH ASTM A780. SITE NUMBER 5' DO BLLETEANNNA MOUNTS SHALL BE NUTS AND SHALL BE INSTALLED SNUG WITH LR03XCO46 6. MINIMUM HORIZONTAL PACING SHALL BE 2"-0" SITE ADDRESS BETWEEN ALL ANTENNAS. 18001 CHENAL PARKWAY LITTLE ROCK, ARKANSAS 72212 SHEET TITLE SITE ELEVATION SHEET NUMBER NOTES A-3 SECTOR: 1 SECTOR• 1 AZIMUTH: 0' AZIMUTH: 0 (3) EXISTING SPRINT Sprint � > ANTENNAS TO BE REMOVED > N >- a a WHEN EQUIPMENT a a o ¢ ¢ 6560 SPRINT PARKWAY a < U a ¢ MIGRATION IS FINISHED U OVERLAND PARK, KANSAS 66251 0 0 U � U EXISTING SPRINT ANTENNA O (TYP. OF 6) - EXISTING SPRINT ANTENNA MOUNT - ERICSSON 6100 SPRINT PARKWAY OVERLAND PARK, KANSAS 66251 PLATFORM UNKNOWN PLATFORM } Cp�9Cy UNKNOWN D't'} PROPOSED SPRINT ANTENNA 5S� p - ON PROPOSED MOUNTING PIPE 9�Ovedand Pak,K.n-662100 WesL 109th S�eel, Sub 0 (TYP. OF 3) 0 J9 Phone: 913-430-7700 Fax: 913436-7777 (9) EXISTING SPRINT , ANTENNAS TO BE REMOVED { � WHEN EQUIPMENTISFI MIGRATION IS FINISHED �Cy -ae 1 -1SECTOR. 2 GO`!p PROPOSED RRUS SECTOR: 2 os- Cy AZIMUTH: 120 SECTOR: 3 (TOP. OF 9) AZIMUTH: 120 SECTOR: 3 AZIMUTH: 240' AZIMUTH: 240' STATE OF ARKANSAS CERTIFICATE OF AUTHORIZATION 11774 RESPONSIBLE ENGINEERS: MLO MICHAEL OWENS 13459 STRUCTURALICIVIL TMS TERRANCEAI SUPER 9717 ELECTRICAL EXISTING ANTENNA LAYOUT 3 TEMPORARY ANTENNA LAYOUT 1 NOTICE: THIS DRAWING HAS NOT BEEN PUBLISHED AND ISTHE SECTOR: 1 SOLE PROPERTY SSC, INC AND ISNTHE BORROWER FOR THEIR CONFIDENTIAL USE ONLY,. AND IN IN CONSIDERATION AZIMUTH: V OF THE LOAN OF THIS DRAWING, THE BORROWER PROMISES AND AGREES TO RETURN IT UPON REOUESTAND AGREES THAT IT WILL NOT BE REPRODUCED, COPIED, LENT OR OTHERWISE DISPOSED OF DIRECTLY OR INDIRECTLY, NOR USED FOR ANY EXISTING WATER TOWER LEG NOTE O PURPOSE OTHER THAN FOR WHICH IT IS FURNISHED � N 1. EXACT ROUTING OF CABLES TO BE DESIGNER: T.N. TAYLOR PROPOSED (3) HYBRID CABLES ROUTED UP DETERMINED BY STRUCTURAL ANALYSIS o EXISTING WATER TANK LEG USE EXISTING (BY OTHERS) aD LEAD EE: T. SUPER BANDING WITH PROPOSED STAND OFFS FOR EACH HYBRID CABLE (TYP) 2. NEW GPS ANTENNA TO BE AT LEAST LEAD CEISE: M OWENS -- EXISTING ICE BRIDGE 4' FROM EXISTING GPS ANTENNAS SUBMITTALS - NO. DATE DESCRIPTION BY A II/V/12 MID FOR REVIEW 1Nf jf NEW CABINETS ON EXISTING CONCRETE EQUIPMENT PAD SITE NAME EMPTY MOUNTING PIPE PEBBLE BEACH (TYP. OF 6) � PROPOSED SPRINT ANTENNA ON PROPOSED MOUNTING PIPE (TYP. OF 3) SITE NUMBER EXIST--== EQUIPIMENTNG OPAD CONCRETE &LR03XCO46 y� 19110 2g0 • /% x \ SITE ADDRESS PROPOSED RRUS 18001 CHENAL PARKWAY �/ \ *\` �\1�!%\�`\\�%\��/ SECTOR: 3 PLATFORM (TYP. OF 9) SECTOR: 2 LITTLE ROCK, ARKANSAS ti ` 1� UNKNOWN AZIMUTH: 120' AZIMUTH: 240' 72212 Z �- (3) NEW HYBRID TOWER CABLES SHEET TITLE FROM REAR OF CABINET ROUTED ON EXISTING CABLE BRIDGE (1) SHOWN FOR CLARITY ANTENNA PLANS CABLES ATTACHED TO EXISTING SUPPORTS WITH ROSENBERGER SHEET NUMBER GROMMET HANGER KIT PAR'# CS624–TH415 COAX RUN DIAGRAM 4 FINAL ANTENNA LAYOUT 2 SITE NAME: PEBBLE BEACH Sprint )O� SITENUMBER: LR03XC046 6580 SPRINT PARKWAY OVERLAND PARK, KANSAS 66251 ■ STRUCTURE TYPE: WATER TANK 5y _n. vv�"- r 1,,- Ze d MARKET: ARKANSAS rint ERICSSON 6100 SPRINT PARKWAY OVMM PARK, WISAS 56251 S NETWORK VISION MMBS LAUNCH PROJECT SUMMARY DRIVING DIRECTIONS VICINITY MAP LIST OF DRAWINGS RESP ENGR 44- sp- I SHEET TITLE ssc SITE NAMEn PEBBLE BEACH DEPART FROM:, 9900 Wnt 109th SkmL Suil. 300 SITE NUMBER: LR03XC046 FROM THE INTERSECTION OF 1-530 AND 1-440 IN LITTLE T-1 I TITLE SHEET MLO/TMs 0vedandPkKw66210 ROCK HEAD SOUTH TOWARD US -167 SUS --65 S. MERGE Ph— 913-438-7700 F.: 913A38-TTT7 SITE ADDRESS: 18001 CHENAL PARKWAY ONTO 1-530 S. (2.3 MI). TAKE EXIT 3 FOR AR -338 E (0.3 A-1 OVERALL SITE LAYOUT MLO LITTLE ROCK, ARKANSAS 72212 MI). TURN LEFT ONTO AR -3U NIN DIXON RO/SWEET HOME CUTOFF (111 MI). TURN LEFT ONTO SHAMEIURGEjFt LN (272 I A-2 EQUIPMENT LAYOUTS MLO AEN& FT). TURN LEFT TOT MERGE ONTO 1-530 N (2.4 MI). LATITUDE: N 34.780556' (NAD 83) CONTINUE ONTO US -197 N/US-65N (0.5 M;). MERGE ONTO A-3 SITE ELEVATIONS ML_o — 1-30 E (1.2 MI). TAKE EXIT 1398 TO MERGE ONTO 1-630 A-4 ANTENNA PLANS MLO LONGITUDE: W 92.44611' (NAD 83) W(8.0 MI). SLIGHT LEFT ONTO FINANCIAL CENTRE PKWY A-5 RFDS SHEET (VBI, 09/31/12) MLO GROUND ELEVATION: 770' (AMSC) (0.6 MI). ONTO RAHLING RD CONTINUE 014TO (1.4 CHEW . PKWY (4-0 MI). TURN PROJECT LOWW4 A-6 PLUMBING DIAGRAMS MLO RiGHT MI) JURISDICTION, PULASKI COUNTY A-7 COLOR CODING DETAILS MLO ZONING: N/A A -B DETAILS MLO STATE OF ARKANSAS A-9 DETAILS MLO CERTIFICATE OF AUT #779 A-10 DETAILS MLO RESPONSIBLE ENGINEERS: MLO MICHAELLOWENS 1345B STRUCTURAUCIVIL TMS TERRANCE M SUPER 9717 ELECTRICAL SCOPE OF WORK E-1 UTILITY SITE PLAN TMS 1. THEWIRELESS COMMUNICATION FACILITY IS NOT INTENDED FOR E-2_ DETAILS TMS TMS NOTICE: THIS DRAWING HAS NOT BEEN PUBLISHED AND IS THE HUMAN OCCUPANCY E-3 DETAILS SOLE PROPERTY OF BBC, INC AND IS LENT TO THE BORROWER E-4 GROUNDING PLAN. RISER AND NOTES TMs FOR TH EIR CONFIDENVAL USE ONLY, AND I N CONSIDERAT10N 2. THIS FACILITY DOES NOT REQUIRE PORTABLE WATER AND WILL OF THE LOAN OF THIS DRAWING, THE BORROWER PROMISES NOT PRODUCE ANY SEWAGE. TMs AND AGREES TO RETURN IT UPON REQUEST AND AGREES THAT E-5 DETAILS IT WILL NOT BE REPRODUCED, COPIED, LENT OR OTHERWISE TMS TMS TMS TMS Tms DISPOSERS DIRECTLY OR INDIRECTLY, NOR USED FOR ANY 3. THE SCOPE OF WORK CONSISTS OF MODIFYING THE EXISTING E-6 DETAILS PURPOSE OTHER THAN FOR WHICH IT IS FURNISHED WIRELESS INSTALLATION: CONTACTS APPROVALS DESIGNER: T.N. TAYLOR • REMOVAL OF (3) EXISTING EQUIPMENT CABINETS APPLICANT* SPRINT PCS GN -1 GENERAL NOTES MLO/Wrms )ALO • 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 (9) NEW RRU'S (REMOTE RADIO UNITS) =NER/PR0PERDL_QAUf_Ft ARKANSAS TEACHER RETIREMENT I SUBMITTALS SYSTEM NO. Y DATE DESCRIPTION BY 1400 WEST THIRD STREET A 1112IMID MR FOR LITTLE ROCK, ARKANSAS 72201 SPRINT RF ENGINEERING DATE APPLICABLE CODES ENGINEERING ON TANTS: SSC, INC. 990D W 109TH ST, SUITE 300 OVERLAND PARK, KS 66210 SITE OWNER DATE KEVIN VANMAELE ALL WORK SHALL BE PERFORMED AND MATERIALS INSTALLED IN ACCORDANCE SHELTON KEISLING SITE NAME WITH THE CURRENT EDITIONS OF THE FOLLOWING CODES AS ADOPTED BY THE (913) 438-7700 LOCAL GOVERNING AUTHORITIES. NOTHING IN THESE PLANS IS TO BE PEBBLE BEACH CONSTRUED TO PERMIT WORK NOT CONFORMING TO THESE CODES. .96w ERICSSON SPRINT CONSTRUCTION MANAGER DATE 6100 SPRINT PARKWAY 1. INTERNATIONAL BUILDING CODE OVERLAND PARK, KS. 66251 THE ABOVE PARTIES HEREBY APPROVE AND ACCEPT THESE DOCUMENTS AND 2. INTERNATIONAL MECHANICAL CODE KATHY BIRD AUTHORIZE CONTRACTOR TO PROCEED WITH THE CONSTRUCTION DESCRIBED SITE NUMBER 3 ANSI/TIA-222 STRUCTURAL STANDARD (913) 223-1206 HEREIN. ALL DDCUMEN75 ARE SUBJECT TO REVIEW BY THE LOCAL BUILDING 4 NFPA 780 - LIGHTNING PROTECTION CODE DEPARTMENT AND MAY IMPOSE CHANGES OR MODIFICATIONS. LR03XCO46 5 UNIFORM PLUMBING CODE Db; ERICSSON 6. NATIONAL ELECTRICAL CODE 6100 SPRINT PARKWAY OVERLAND PARK, KS. 66251 SITE ACCESS PROCEDURES ENGINEERS LICENSE JOHNNY ATWOOD SITE ADDRESS CALL BEFORE YOU (501) 574-1269 SPRINT MARKED WITH BLACK & YELLOW TAPE COMBINATION LOCKS: 6985 18001 CHENAL PARKWAY DIG - DRILL - BLAST ALL CABINET COMBINATION LOCKS: 6985 LITTLE ROCK, ARKANSAS 1-800-482-8998 RE ENGINEER* ERICSSON - 5100 SPRINT PARKWAY 72212 (TOLL FREE) OVERLAND PARK, KS. 66251 ARKANSAS ONE -CALL SYSTEM, INC. SAJID HAMID SHEET TITLE (214)-850-1343 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 COMPILM INVENTORY OF UTILITIES IN THIS AREA, IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE LOCATION OFA UTILITIES (WHETHER SHOWN OR NOT) SHEETNUMBER AND PROTECT SAID U71ILTIES FROM ANY DAMAGE CAUSED BY POWER PROVIDER: CONTRACTOR'S ACTIVITIES. T-1