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Home My WebLink AboutZ-5430-J Mapnm ol ONE LINE DIAGRAM I SCALE: N.T.S. LIQUID TIGHT FLEXIBLE CONDUIT (IF REQUIRED) CONDUIT BODY CONCRETE PAD (SHOWN) OR PLATFORM RIGID STEEL CONDUIT /— R=24" MIN. PVC SCHEDULE 40 SIZE AS SHOWN ON LAYOUTS ►� CONDUIT DETAIL %J SCALE: N.T.S. *DETAIL PROVIDED BY OWNER* 2'-0" TRENCH FROM POWER SOURCE (3) #3/0, (1) #6G, 2" CONDUIT M JPR (120/240V, 10, 3W). TI '=' UNDISTURBED SOIL 0 9/11/14 CONST ISSUE (3) #3/0 2" CONDUIT _: : � lli•�� T 1O 200A METER TO BE FURNISHED _ - _.I COMPACTED BACKFILL PER ---1 EARTHWORK SPECIFICATIONS BY UTILITY COMPANY AND UTILITY WARNING TAPE, ! INSTALLED BY CONTRACTOR J2 INSULATED COPPER . I �� FUSIBLE SAFETY SWITCH 2O0A, 2P, GROUND WIRE I 1 S/N TO BE FURNISHED BY PIONEER CELLULAR AND INSTALLED J J BY CONTRACTOR - — — J (3) #3/0, (1) #6G, 2" CONDUIT 250A GENERATOR RECEPTACLE - 200A PPC, TO BE FURNISHED BY (FURNISHED WITH PPC) PIONEER CELLULAR AND INSTALLED BY CONTRACTOR F — — � t � NOTES: 1. ALL ELECTRICAL WORK SHALL CONFORM TO REQUIREMENTS OF THE NATIONAL ELECTRICAL CODE AS A MINIMUM I STANDARD. 1 I 2. ALL ABOVE GROUND CONDUIT SHALL BE RIGID GALVANIZED STEEL (RGS) UNLESS OTHERWISE INDICTED. 3. ALL UNDERGROUND CONDUIT SHALL BE SCH, 40 PVC UNLESS OTHERWISE INDICATED OR AS REQUIRED BE LOCAL 1 UTILITY COMPANY, ALL UNDERGROUND J-.. — — — — — — — J ELBOWS SHALL BE SWEEPING BENDS. ol ONE LINE DIAGRAM I SCALE: N.T.S. LIQUID TIGHT FLEXIBLE CONDUIT (IF REQUIRED) CONDUIT BODY CONCRETE PAD (SHOWN) OR PLATFORM RIGID STEEL CONDUIT /— R=24" MIN. PVC SCHEDULE 40 SIZE AS SHOWN ON LAYOUTS ►� CONDUIT DETAIL %J SCALE: N.T.S. *DETAIL PROVIDED BY OWNER* 2'-0" TRENCH I^I I I� 1 2" PVC ELECTRICAL CONDUIT. T: t •ffi COORDINATE SIZE AND 2" PVC TELCO CONDUIT. INSTALLATION WITH POWER COMPANY COORDINATE INSTALLATION' -0" WITH TELEPHONE COMPANY MI1N. OR AS REQUIRED BY POWER COMPANY t) TRENCH DETAIL SCALE: N.T.S. PROPOSED 2" RAJNT10HT EMT ANCHORED TO SIDE OF CONCRETE PAD WITH A DOUBLE PIPE CLAMP ABOVE GRADE A CONDUIT ATTACHMENT DETAIL '• SCALE: N.T.S. T • •111rIoY��• 12980 FOSTER, SUITE 200 OVERLAND PARK, KS 66213 �TOWER ENGINEERING ONS 6445 FREEPORT PARKWAY, SUITE 375 IRVING, TX 75063 PHONE: (972) 635-8238 CDA / 2705 EXP. 12/31/2015 BY: COMMON/04770N3.LLC BRANCH COMMUNICATIONS 1516 S BOSTON AVE SIE 215 TULSA, OKLAHOMA 74119 (910) 949-4551 I WEST LITTLE ROCK AR01218_A SITE ADDRESS: 2525 JOHN BARROW RD LITTLE ROCK_AR-32294_ No. 7784 *♦dam t PE / 7784 EXP. 12/31/2014 NO DATE DESCRIPTION BY FINISHED GRADE JPR �-I i� ± I� f TI '=' UNDISTURBED SOIL 0 9/11/14 CONST ISSUE - i=L- L— —Q ,fir:.=::;_;..<�, _: : � lli•�� T 1O I IlW 2i1 _ - _.I COMPACTED BACKFILL PER ---1 EARTHWORK SPECIFICATIONS UTILITY WARNING TAPE, SHEET q: E2 12" MIN. DEPTH I^I I I� 1 2" PVC ELECTRICAL CONDUIT. T: t •ffi COORDINATE SIZE AND 2" PVC TELCO CONDUIT. INSTALLATION WITH POWER COMPANY COORDINATE INSTALLATION' -0" WITH TELEPHONE COMPANY MI1N. OR AS REQUIRED BY POWER COMPANY t) TRENCH DETAIL SCALE: N.T.S. PROPOSED 2" RAJNT10HT EMT ANCHORED TO SIDE OF CONCRETE PAD WITH A DOUBLE PIPE CLAMP ABOVE GRADE A CONDUIT ATTACHMENT DETAIL '• SCALE: N.T.S. T • •111rIoY��• 12980 FOSTER, SUITE 200 OVERLAND PARK, KS 66213 �TOWER ENGINEERING ONS 6445 FREEPORT PARKWAY, SUITE 375 IRVING, TX 75063 PHONE: (972) 635-8238 CDA / 2705 EXP. 12/31/2015 BY: COMMON/04770N3.LLC BRANCH COMMUNICATIONS 1516 S BOSTON AVE SIE 215 TULSA, OKLAHOMA 74119 (910) 949-4551 I WEST LITTLE ROCK AR01218_A SITE ADDRESS: 2525 JOHN BARROW RD LITTLE ROCK_AR-32294_ No. 7784 *♦dam t PE / 7784 EXP. 12/31/2014 NO DATE DESCRIPTION BY A B 13 14 PRELIM ISSUE JPR B 9/10/14 PRELIM ISSUE NDP 0 9/11/14 CONST ISSUE NDP SHEET TITLE: ELECTRICAL DETAILS SHEET q: E2 PROJECT 0: AR01218. A . JWM CKO: JWM u` so• oo- MIIJ': r•�D' BAsrs nF REAR$f�'i rOETrr am ro 6rFi'd N 1/1 Sr ,/A SP T/p. 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S DAN AAWMW a F � �f e H0. 15M KNSA A � T -MOBILE SITE NUMBER: AR01218 A >� T -MOBILE SITE NAME: VEST LITTLE ROCK sMobile TOWER VENTURES SITE NUMBER: UNKNOWN 12980 FOSTER, SUITE 200, OVERLAND PARK, KS 66213 TOWER VENTURES SITE NAME: UNKNOWN SITE ADDRESS: 2525 JOHN BARROW RD LITTLE ROCK AR 72204 NEW EQUIPMENT AND ANTENNAS ON: EXISTING 120' MONOPOLE 54a�gre SITE INFORMATION ,k DRAWING INDEX n u seiti>Be .' f eD4MdanNle 1 h7ai48 Bno� NO DESCRIPTION SITE TYPE: MONOPOLE R A N S A S • C-. �� T1 TITLE SHEET SITE NAME- WEST LITRE ROCK - oe: n,e AR -01218 I GNI GENERAL NOTES SITE NUMBER: AR01218J� AR -01218 34.73070°N42.37200°W V N 1 T E D 34.730709N 92.37200 R Z4Lfi�l I- GN2 GENERAL NOTES SITE ADDRESS: 2525 JOHN BARROW RD Ou0�e dpcLaawle I LITTLE ROCK, AR 72204 N6Li" J S-1 SURVEY Foram eLar' <e e0eval { COUNTY: PULASKI Rock CMatn+don + Cl OVERALL AND ENLARGED SITE PLANS C2 ANTENNA ORIENTATION, MOUNT AND SCHEDULE JURISDICTION: CITY LITTLE ROCK r OCCUPANCY TYPE: UNMANNED wSpTlrw 8futtlaft ►y C3 WAVEGUIDE DETAILS �-1 rTo 1�8y Sf S1 CONCRETE PAD DETAILS A.D.A. COMPLIANCE: FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION. From El UTILITY PLAN AND CONDUIT LAYOUT DIAGRAM E2 ELECTRICAL DETAILS APPLICANT: T -MOBILE • ' Met sr 12980 FOSTER, SUITE 200 wt E3 PPC H -FRAME DETAILS OVERLAND PARK, KS 66213 - CUSTOMER SERVICE asudeloh1A r Gl COMPOUND GROUNDING PLAN 877-878-7326f PROPERTY OWNER: G2 GROUNDING DETAILS LITTLE ROCK SCHOOL DISTRICT 'J RkOn St., CITY G3 GROUNDING DETAILS 504-447-5250 o�mss I' SITE COORDINATES 63]: VICINITY MAP N.T.S. LOCATION MAP N.T.S. r - LATITUDE N. 34.7307 LONGITUDE: W.2 DRIVING DIRECTIONS GROUND ELEVATION: 400 400' ' (AMSC) ....E _ EL TOWER OWNER:L , d II Ove ❑pIT1BTi Staft TOWER VENTURES DEPART LITTLE ROCK NATIONAL AIRPORT EXIT ROAD NAME CHANGES TO ANNIE M BANKHEAD DR [BANKHEAD DR] 0.3 MI, TAKE RAMP (RIGHT) 4091 VISCOUNT AVE ONTO 1-440 2.3 MI, 1-30 / DOWNTOWN HOT SPRINGS / TEXARKANA AT EXIT 138A, TAKE RAMP (RIGHT) ONTO 1-30 [US -167] 1.3 MI, 1-30 , i . MEMPHIS, TN. 38118 E / US -167 N / US -65 N / DOWNTOWN AT EXIT 1398, TAKE RAMP (RIGHT) ONTO 1-630 5.5 MI, 1-630 AT EXIT 6B, TURN RIGHT ONTO -- nFC1GNFR; RAMP 0.2 MI, BARROW ROAD KEEP LEFT TO STAY ON RAMP 65 YDS, KANIS RD. TURN LEFT (SOUTH) ONTO JOHN BARROW RD 1.2 MI, TURN - LEFT (EAST) ONTO LOCAL ROAD(S) 65 YDS, ARRIVE AR -01218. r BRANCH COMMUNICATIONS, LLC 1516 SOUTH BOSTON AVE. STE 215 TULSA, OK. 74119 CONTACT: JAMES W MCCOY ONE CALL NUMBER: PHONE: (918) 261-1875 A&E DRAWING REVIEW CODE COMPLIANCE AEHTTECT/ENGINEER: CALL ARKANSAS TOWER ENGINEERING SOLUTIONS, LLC TITLE: SIGNATURE: DATE: ALL WORK SHALL. BE PERFORMED AND MATERIALS INSTALLED IN 8445 FREEPORT PARKWAY SUITE 375 ONE CALL 811 ACCORDANCE. WITH THE CURRENT EDITIONS OF THE FOLLOWING IRVING. TX 75063 PROPERTY OWNER: CODES AS ADOPTED BY THE LOCAL GOVERNING AUTHORITIES. CONTACT: JAIME REYES 800) 482-8998 NOTHING IN THESE PLANS IS TO BE CONSTRUED TO PERMfI PHONE: (972) 635-8238 T -MOBILE CONSTRUCTION MGR: I -- CALL 3 WORKING DAYS ZONING APPROVAL: '� BEFORE YOU DIG! WORK NOT CONFORMING TO THESE CODES. TELEPHONE COMPANY: BUILDING/DWELLING CODE: IBC 2009 N/A RF ENGINEER: SITE ACQUISITION: STRUCTURAL CODE: IBC 2009 Ni SER D°MP'wY: �ATUS °°°E: D O NOT SCALE DRAWING S PLUMBING CODE: IPC 2009 1 ACCEPTED—WITH OR NO COMMENTS, CONSTRUCTION MAY PROCEED MECHANICAL CODE: IMC 2009 2 1 NOT ACCEPTED—RESOLVE COMMENTS AND RESUBMIT CONTRACTOR SHALL VERIFY ALL PLANS AND EXISTING DIMENSIONS ELECTRIC CODE: NEC 2011 N AND CONDITIONS ON THE JOB SITE AND SHALL IMMEDIATELY NOTIFY rAE FOUAWNtf PARAES Mrt7 EVY APPROVE AM AGCIEPT THS EH D00UMrS AM ALM40la2E THE ENGINEER IN WRITING OF ANY DdSCREPANCIFS BEFORE - 'A c JM 101 TO 'WB ROCEED TA 'CA HE eaNsTRuaTIa« Ot5CW6EA I+[Rsx ALL ootwmtrs AHE sualErl m REwEw B•r THE Loral guaDrrG OFPARiYENT Ae+O tAr nMaA5E rwv+GEs PROCEEDING WITH THE WORK OR BE RESPONSIBLE FOR SAME. FIRE/LIFE SAFETY CODE: IBC 2009, IFC 2009, NFOA 101 OR Y010IMRG710N5. 1 —1 j T • -Mobile- 12980 FOSTER, SUITE 200 OVERLAND PARK, KS 66213 I�Qfl PD� TOWER ENGINEERING O S 8445 FREEPORT PARKWAY. SUITE 375 IRVING. TX 75063 PHONE: (972) 635-8238 COA / 2705 EXP. 12/31/2015 BR NCH COMMUMCA77ON8,LLC BRANCH COMMUNICATIONS 1516 S BOSTON AVE STE 215 TULSA, OKLAHOMA 74119 (918) 949-4551 WEST LITTLE ROCK BTS NUMBER: AR01218_A 2525 JOHN BARROW RD LITTLE ROCK AR 72204 1E PE Mf 7784 EXP. 12/31/2014 IVO DATE I DESCRIPTION BY A 8/13/14 PRFI M ISSUE JPR B 9/10/14 PRELIM ISSUE NDP 0 9/11/14 CONST ISSUE NDP SHEET TIRE: TITLE SHEET SHEET 1: T 1 PROJECT #: ARO 121 • 0 BY: SWM DIVISION 1 - GENERAL REQUIREMENTS 1.1 INTENT A. THESE SPECIFICATIONS AND CONSTRUCTION DRAWINGS ACCOMPANYING THEM DESCRIBE THE WORK TO BE DONE AND THE MATERIALS TO BE FURNISHED FOR CONSTRUCTION, B. THE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO BE FULLY EXPLANATORY AND SUPPLEMENTARY. HOWEVER. SHOULD ANYTHING BE SHOWN. INDICATED OR SPECIFIED ON AND NOT THE OTHER, IT SHALL BE ACCOMPLISHED AS IF SHOWN, INDICATED OR SPECIFIED IN BOTH. C. THE INTENTION OF THE DOCUMENTS IS TO INCLUDE ALL LABOR AND MATERIALS REASONABLY NECESSARY FOR THE PROPER EXECUTION AND COMPLETION OF THE WORK STIPULATED IN THE CONTRACT. D. THE PURPOSE OF THE SPECIFICATIONS IS TO INTERPRET THE INTENT OF THE DRAWINGS AND TO DESIGNATE THE METHOD OF THE PROCEDURE, TYPE AND QUALITY OF MATERIALS REQUIRED TO COMPLETE THE WORK. E. MINOR DEVIATIONS FROM THE DESIGN LAYOUT ARE ANTICIPATED AND SHALL BE CONSIDERED AS PART OF THE WORK. NO CHANGES THAT ALTER THE CHARACTER OF THE WORK WILL BE MADE OR PERMITTED BY THE OWNER WITHOUT ISSUING A CHANGE ORDER. 1. 1.2 CONFLICTS A THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OFF ALL MEASUREMENTS AT THE SITE BEFORE ORDERING ANY MATERIALS OR DOING ANY WORK, NO EXTRA CHARGE OR COMPENSATION SHALL BE ALLOWED DUE TO DIFFERENCE BETWEEN ACTUAL DIMENSIONS AND DIMENSIONS fNOICATED ON THE CONSTRUCTION DRAWINGS. ANY SUCH DISCREPANCY IN DIMENSION WHICH MAY BE FOUND SHALL BE SUBMITTED TO THE OWNER FOR CONSIDERATION BEFORE THE CONTRACTOR PROCEEDS WITH THE WORK IN THE AFFECTED AREAS. B. THE BIDDER, IF AWARDED THE CONTRACT, WILL NOT BE ALLOWED ANY EXTRA COMPENSATION BY REASON OF ANY MATTER OR THING CONCERNING WHICH SUCH BIDDER MIGHT HAVE BEEN FULLY INFORMED PRIOR TO BIDDING. C. NO PLEA OF IGNORANCE OF CONDITIONS THAT EXIST, OR OF DIFFICULTIES OR CONDITIONS THAT MAY BE ENCOUNTERED OR OF ANY OTHER RELEVANT MATTER CONCERNING THE WORK TO BE PERFORMED IN THE EXECUTION OF THE WORK WILL BE ACCEPTED AS AN EXCUSE FOR ANY FAILURE OR OMISSION ON THE PART OF THE CONTRACTOR TO FULFILL EVERY DETAIL OF ALL THE REQUIREMENTS OF THE CONTRACT DOCUMENTS GOVERNING THE WORK, 1.3 CONTRACTS AND WARRANTIES A. EACH CONTRACTOR IS RESPONSIBLE FOR OBTAINING THE BUILDING PERMIT AT THE LOCAL JURISDICTION AS THE CONTRACTDR-OF-RECORD, AND PRONDING JURISDICTION WITH ALL PROOF REQUIRED TO OPERATE AS A CONTRACTOR IN THAT JURISDICTION. THE CONTRACTOR SHALL BE REIMBURSED ONLY THE AMOUNT OF ANY FEE PAID AS FOLLOWS: 1. PLAN REVIEW FEE. 2. BUILDING PERMIT FEE. 3. CONNECTIONS AND INSPECTIONS FEE. B. CONTRACTOR IS RESPONSIBLE FOR APPLICATION AND PAYMENT OF CONTRACTOR LICENSES AND BONDS. 1.4 STORAGE ALL MATERIALS MUST BE STORED IN A LEVEL AND DRY FASHION AND IN A MANNER THAT DOES NOT NECESSARILY OBSTRUCT THE FLOW OF OTHER WORK. ANY STORAGE METHOD MUST MEET ALL RECOMMENDATIONS OF THE ASSOCIATED MANUFACTURER. II 1.5 CLEAN UP A. THE CONTRACTORS AT ALL TIME SHALL KEEP THE SITE FREE FROM ACCUMULATION OF WASTE MATERIALS OR RUBBISH CAUSED BY THEIR EMPLOYEES AT WORK AND AT THE COMPLETION OF THE WORK. THEY SHALL REMOVE ALL RUBBISH FROM AND ABOUT THE BUILDING AREA. INCLUDINC ALL THEIR TOOLS. SCAFFOLDING AND SURPLUS MATERIALS AND SHALL LEAVE THEIR WORK CLEAN AND READY FOR USE B. EXTERIOR: VISUALLY INSPECTED EXTERIOR SURFACES AND REMOVE ALL TRACES OF SOIL.. WASTE MATERIALS, SMUDGES AND OTHER REGION MATTER. 1. REMOVE ALL TRACES OF SPLASHED MATERIALS FROM ADJACENT SURFACES. 2. IF NECESSARY TO ACHIEVE A UNIFORM DEGREE OF CLEANLINESS, HOES DOWN THE EXTERIOR OF THE STRUCTURE. C. INTERIOR: VISUALLY INSPECT INTERIOR SURFACES AND REMOVE ALL TRACES OF SOIL, WASTE MATERIALS, SMUDGES AND OTHER FOREIGN MATTER FROM WALLS/FLOOR/CEIUNG. 1. REMOVE ALL TRACES OF SPLASHED MATERIALS FROM ADJACENT SURFACES. 2. REMOVE PAINT DROPPINGS, SPOTS, STAINS AND DIRT FROM FINISHED SURFACES. 1.6 CHANGE ORDER PROCEDURE A. THE CONTRACTOR CHANGE ORDERS MAY BE INITIATEO BY THE OWNER AND/ OR THE CONTRACTOR INVOLVED. THE CONTRACTOR. UPON VERBAL REQUEST FROM THE OWNER SHALL PREPARE A WRITTEN PROPOSAL DESCRIBING THE CHANGE IN WORK OR MATERIALS AND ANY CHANGES IN THE CONTRACT AMOUNT AND PRESENT TO THE OWNER WITHIN 72 HOURS FOR APPROVAL. SUBMIT REQUESTS FOR SUBSTITUTIONS IN THE FORM AND IN ACCORDANCE WITH PROCEDURE REQUIRED FOR CHANGE ORDER PROPOSALS. ANY CHANGES IN SCOPE OF WORK OR MATERIALS WHICH ARE PERFORMED BY THE CONTRACTOR WITHOUT WRITTEN CHANGE ORDER AS DESCRIBED AND APPROVED BY THE OWNER SHALL PLACE FULL RESPONSIBILITY OF THESE ACTIONS ON THE CONTRACTOR. 1.7 RELATED DOCUMENTS AND COORDINATION A. GENERAL CARPENTRY, ELECTRICAL AND ANTENNA DRAWINGS ARE INTERRELATED. IN PERFORMANCE OF THE WORK, THE CONTRACTOR MUST REFER TO ALL DRAWINGS. ALL COORDINATION TO BE RESPONSIBILITY OF THE CONTRACTOR. 1.8 SHOP DRAWINGS A. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS AS REQUIRED AND LISTED IN THESE SPECIFICATIONS TO THE OWNER FOR APPROVAL. B. ALL SHOP DRAWINGS SHALL BE REVIEWED, CHECKED AND CORRECTED BY CONTRACTOR PRIOR TO SUBMITTED TO THE OWNER. 1.9 PRODUCTS AND SUBSTITUTIONS A. SUBMIT 3 COPIES OF EACH REQUEST FOR SUBSTITUTION. IN EACH REQUEST JDENTIFY THE PRODUCT OR FABRICATION OR INSTALLATION METHOD TO BE REPLACED BY THE SUBSTITUTION. INCLUDE RELATED SPECIFICATION SECTION AND DRAWING NUMBERS AND COMPLETE DOCUMENTATION SHOWING COMPLIANCE WITH THE REQUIREMENTS FOR SUBSITTUTIONS. B. SUBMIT ALL NECESSARY PRODUCT DATA AND CUT SHEETS WHICH PROPERLY INDICATE AND DESCRIBE THE ITEMS, PRODUCTS ANO MATERIALS BEING INSTALLED. THE CONTRACTOR SHALL. IF DEEMED NECESSARY BY THE OWNER SUBMIT ACTUAL SAMPLES TO THE OWNER FOR APPROVAL IN LIEU OF CUT SHEETS, 1.10 QUALITY ASSURANCE A. ALL SHALL BE IN ACCORDANCE WITH APPLICATION LOCAL, STATE AND FEDERAL REGULATIONS. THESE SHALL INCLUDE BUT NIT BE LIMITED TO THE LATEST VERSION OF THE FOLLOWING: • ANSI TLA/EIA -- 222 - G • 2009 INTERNATIONAL BUILDING CODE • BUILDING OFFICIALS AND CODE ADMINISTRATORS (BOCA) 1990 • NATIONAL ELECTRICAL CODE (NEC) WITH LOCAL AMENDMENTS 2009 • UNDERWRITER LABORATORIES APPROVED ELECTRICAL PRODUCTS • AMERICAN INSTITUTE OF STEEL CONSTRUCTION • SPECIFICATIONS (RISC) 0 LIFE SAFETY CODE NFPA - 101-1990 1.11 ADMINISTRATION A. BEFORE THE COMMENCEMENT OF ANY WORK. THE CONTRACTOR WILL ASSIGN A PROJECT MANAGER WHO WILL ACT AS A SINGLE POINT OF CONTRACT FOR ALL PERSONNEL INVOLVED IN THIS PROJECT. THIS PROJECT MANAGER WILL DEVELOP A MASTER SCHEDULE FOR THE PROJECT WHICH WILL BE SUBMITTED TO THE OWNER PRIOR TO THE COMMENCEMENT OF ANY WORK. B. SUBMIT A BAR UKE PROGRESS CHART NOT MORE THAN 3 DAYS AFTER THE DATE ESTABLISHED FOR COMMENCEMENT OF THE WORK ON THE SCHEDULE, INDICATING A TIME BAR FOR EACH MAJOR CATEGORY OR UNIT OF WORK TO BE PERFORMED AT SITE. PROPERLY SEQUENCED AND COORDINATED WITH OTHER ELEMENTS IN ADVANCE OF THE DATE ESTABLISHED FOR SUBSTANTIAL COMPLETION OF THE WORK, C. PRIOR TO COMMENCING CONSTRUCTION, THE OWNER SHALL SCHEDULE AN ON-SITE MEETING WITH ALL MAJOR PARTIES. THIS WOULD INCLUDE (THOUGH NOT LIMITED TO) THE OWNER, PROJECT MANAGER, CONTRACTOR, LAND OWNER REPRESENTATIVE, LOCAL TELEPHONE COMPANY, TOWER ERECTION FOREMAN (IF SUBCONTRACTED). D. CONTRACTOR SHALL BE EQUIPPED WITH SOME MEANS OF CONSTANT COMMUNICATIONS. SUCH AS A MOBILE PHONE OR A BEEPER, THIS EQUIPMENT WILL NOT BE SUPPLIED BY THE OWNER, NOR WILL WIRELESS SERVICE BE ARRANGED. E. DURING CONSTRUCTION, CONTRACTOR MUST ENSURE THAT EMPLOYEES AND SUBCONTRACTORS WILL WEAR HARD HATS AT ALL TIMES. CONTRACTOR WILL COMPLY WITH ALL WPCS SAFETY REQUIREMENTS IN THEIR AGREEMENT. F. CONTRACTOR MUST PROVIDE WRITTEN DAILY UPDATES ON SITE PROGRESS TO THE OWNER. G. A COMPLETE INVENTORY OF CONSTRUCTION MATERIALS AND EQUIPMENT IS REQUIRED PRIOR TO START OF CONSTRUCTION. H. NDTIFY THE OWNER / PROJECT MANAGER IN WRITING NO LESS THAN 48 HOURS IN ADVANCE OF CONCRETE POURS, TOWER ERECTIONS, AND EQUIPMENT CABINET PLACEMENTS. 1.12 INSURANCE AND BONDS A. CONTRACTOR AT THEIR OWN EXPENSE CARRY AND MAINTAIN FOR THE DURATION OF THE PROJECT ALL INSURANCE AS REQUIRED AND LISTED AND SHALL NOT COMMENCE WITH THEIR WORK UNTIL THEY HAVE PRESENTED AN ORIGINAL CERTIFICATE OF INSURANCE STATING ALL COVERAGE TO THE OWNER, REFER TO THE MASTER AGREEMENT FOR REQUIRED INSURANCE LIMITS. B. THE OWNER SHALL BE NAMED AS AN ADDITIONAL INSURED ON ALL POUCIES. C. CONTRACTOR MUST PROVIDE PROOF OF INSURANCE. DIVISION 2 - SITE WORK AND DRAINAGE 1.1 WORK INCLUDED: REFER TO THE SURVEY AND SITE PLAN FOR WORK INCLUDED. 1.2 RELATED WORK B. INSTALLATION OF ANTENNA SUPPORT SYSTEM 1.5 SEQUENCING A. CONFIRM SURVEY STAKES AND SET ELEVATION STAKES PRIOR TO ANY CONSTRUCTION. B. IF REQUIRED, GRADE, SEED, FERTIUZED AND MULCH DISTURBED AREAS IMMEDIATELY AFTER BRINING THE SITE AND ACCESS ROAD TO BASE COURSE ELEVATION. WATER TO ENSURE GROWTH, C. REMOVE GRAVEL FROM TEMPORARY CONSTRUCTION ZONE. 1.7 WARRANTY A. IN ADDITION TO THE WARRANTY ON ALL CONSTRUCTION COVERED IN THE CONTRACT DOCUMENTS, THE CONTRACTOR SHALL REPAIR ALL DAMAGE TO SURROUNDING PROPERTY CAUSED BY CONSTRUCTION. B. DISTURBED AREAS WILL REFLECT GROWTH ON NEW GRASS COVER PRIOR TO FINAL INSPECTION, 2.1 MATERIALS A. SITE MATERIALS: FILL MATERIAL - ACCEPTABLE SELECT FILL SHALL BE IN ACCORDANCE WITH LOCAL DEPARTMENT OF HIGHWAY AND PUBLIC TRANSPORTATION STANDARDS SPECIFICATION. B. SOIL STABILIZER FABRIC SHALL BE MIRAFI - 500X. C. NON-STRUCTURAL S1TE CONCRETE SHALL BE 3000 PSI BREAKING STRENGTH AT 28 DAYS. COMPLY WITH GENERAL PROVISIONS OF DIVISION 3 CONCRETE SPECIFICATIONS. 2.2 EQUIPMENT A. COMPACTING SHALL BE ACCOMPLISHED BY MECHANICAL MEANS. LARGER AREA SHALL BE COMPACTED BY SHEEPS FOOT, VIBRATOR OR RUBBER TIRED ROLLERS WEIGHING AT LEAST FIVE TONS. WATER TREATMENT MAY REQUIRED TO OBTAIN COMPACTION. SMALLER ARES SHALL BE COMPACTED BY POWER -DRIVE, HAND HELD TAMPERS. 3.1 INSPECTIONS LOCAL BUILDING INSPECTION SHALL BE NOTIFIED NO LESS THAN 48 HOURS IN ADVANCE OF CONCRETE POURS, 3.2 PREPARATION A. PRIOR TO OTHER EXCAVATION AND CONSTRUCTION EFFORTS GRUB ORGANIC MATERIAL TO A MINIMUM OF SIX INCHES BELOW ORIGINAL GROUND LEVEL. B. UNLESS OTHERWISE INSTRUCTED BY THE OWNER, REMOVE TREES. BRUSH AND DEBRIS FORM THE PROPERTY TO AN AUTHORIZED LANDFILL, C. PRIOR TO PLACEMENT OF FILL OR BASE MATERIALS, REMOVE SOFT SPOTS AND COMPACT TO 85% STANDARD PROCTOR. D. WHERE UNSTABLE SOIL CONDITIONS ARE ENCOUNTERED, LINE THE GRUBBED AREAS WITH STABILIZER MAT PRIOR TO REPLACEMENT OF FILL OR BASE MATERIAL. MOO. 12980 FOSTER, SUITE 200 OVERLAND PARK, KS 66213 TOWER ENGINEERING ONS 8445 FREEPORT PARKWAY, SUITE 375 IRVING. TX 75063 PHONE: (972) 635-8238 COA ! 2705 EXP. 12/31/2015 BY: BJH NCH COMMUN/CA770NS,L.GC BRANCH COMMUNICATIONS 1518 S BOSTON AVE STE 215 TULSA. OKLAHOMA 74119 (918) 949-4551 SITE NAME: WEST LITTLE ROCK AR01218 A SITE ADDRESS: 2525 JOHN BARROW RD LITTLE ROCK AR 72204 LICENSE PitOFESXE �0 RNLI J No. 7784 qAM E �&E , PE 0 7784 EXP. 12/31/2014 :JO DATE DESCRIPTION BY A 8/13/14 PRELIM ISSUE JPR B 9110114 PRELIM ISSUE NDP 0 P/1 1 14 CONST ISSUE NDP i SHEET TIRE: GENERAL NOTES SHEET #: G N 1 PROJECT #; 18 R0I2� A R 2T8 Ev: JWM JWM 3.2 PREPARATION A. PRIOR TO OTHER EXCAVATION AND CONSTRUCTION EFFORTS GRUB ORGANIC MATERIAL TO A MINIMUM OF SIX INCHES BELOW ORIGINAL GROUND LEVEL. B. UNLESS OTHERWISE INSTRUCTED BY THE OWNER, REMOVE TREES, BRUSH AND DEBRIS FORM THE PROPERTY TO AN AUTHORIZED LANDFILL. C. PRIOR TO PLACEMENT OF FILL OR BASE MATERIALS, REMOVE SOFT SPOTS AND COMPACT TO 85% STANDARD PROCTOR. D. WHERE UNSTABLE SOIL CONDITIONS ARE ENCOUNTERED, LINE THE GRUBBED AREAS WITH STABILIZER MAT PRIOR TO REPLACEMENT OF FILL OR BASE MATERIAL 3.3 INSTALLATION A. CLEAR EXCESS SPOILS, IF ANY, FROM JOB SITE AND DO NOT SPREAD BEYOND THE LIMITS OF THE OWNERS LEASE PROPERTY UNLESS AUTHORIZED BY PROJECT MANAGER, IN WRITING. B. THE FINISH GRADE, INCLUDING TOP SURFACE COURSE, SHALL EXTEND TO LEASE LINE. 3.4 FIELD QUALITY CONTROL A. COMPACTION SHALL BE 90% MAXIMUM DENSITY IN ACCORDANCE WITH ASTM D-1557 FOR SITE WORK AND 95% UNDER PLATFORM AREA. SETTLEMENT WILL BE EXCAVATED AND REFILLED AT CONTRACTOR'S EXPENSE. 3.5 QUALITY ASSURANCE A ALL STEEL MATERIALS UTILIZED IN CONJUNCTION WITH THIS SPECIFICATION WILL BE GALVANIZED OR STAINLESS STEEL. WEIGHT OF ZINC COATING ON THE FABRIC SHALL NOT BE LESS THAN 12 OUNCES PER SQUARE FOOT OF MATERIAL COVERED. POSTS SHALL BE HOT -DIPPED IN GRADE E ZINC, 1.8 OUNCES PER SQUARE FOOT. 3.6 APPLICABLE STANDARDS A. ASTM -A120 SPECIFICATION FOR PIPE, STEEL BLACK AND HOT -DIPPED ZINC COATED (GALVANIZED) WELDED AND SEAMLESS FOR ORDINARY USES. B. ASTM -123 ZINC (HOT -DIP GALVANIZED) COATING ON IRON AND STEEL PRODUCTS. C. ASTM -A153 STANDARD SPECIFICATION FOR ZINC COATING (HDT-DIP) ON IRON AND STEEL HARDWARE. D. ASTM -A392 SPECIFICATION FOR ZINK-COATED STEEL CHAIN LINK FENCE FABRIC. E. ASTM -A491 SPECIFICATION FOR ALUMINUM -COATED CHAIN LINK FENCE FABRIC. F. ASTM -A525 STANDARD SPECIFICATION FOR STEEL SHEET ZINC COATED (GALVANIZED) BY THE HOT -DIPPED PROCESS. G. ASTMOA570 SPECIFICATION FOR HOT -ROLLED CARBON STEEL SHEET AND STRIP STRUCTURAL QUALITY. H. ASTM -A585 SPECIFICATION FOR ALUMINUM COATED STEEL BARBED WIRE. EXCAVATE POST HOLES WITH MECHANICAL AUGER EQUIPMENT. EXCAVATE POST HOLES PER CONSTRUCTION DOCUMENTS. CONFIRM PROPER DEPTH AND DIAMETER OF POST HOLE EXCAVATIONS. SPECIAL CONSTRUCTION TOWER & ANTENNA INSTALLATION 1.1 WORK INCLUDED A. IF REQUIRED, ERECT FURNISHED TOWER. B. GROUND TOWER TEMPORARILY DURING ERECTION. GROUNDING SHOULD INCLUDE BASE(S) AND ANCHORS C. IF REQUIRED, INSTALL THREE (3) SIDE ARMS, CONSISTING OF OWNER REPRESENTATIONS. D. INSTALL ANTENNAS AS INDICATED ON DRAWINGS AND OWNER SPECIFICATION. E. INSTALL GALVANIZED STEEL ANTENNA MOUNTS AS INDICATED ON DRAWINGS. F. INSTALL FURNISHED GALVANIZED STEEL WAVE GUIDE LADDER. G. INSTALL WAVE GUIDE BRIDGE AS INDICATED ON DRAWING. H. SUPPLY AND INSTALL ONE INSULATED GROUND BAR AT EQUIPMENT CABINET. I. SUPPLY AND INSTALL GROUNDING KITS WITH LONG BARREL DOUBLE CRIMPED COMPRESSION LUGS. (SIM. TO ANDREW-223700TOD OF APPROVED EQUAL) ATOP TOWER BASE BEFORE ENTERING THE EQUIPMENT, GROUNDING LEADS TO BE CONNECTED TO INSULATED GROUND BAR. A. ASSIST OWNER TECHNICIANS IN PERFORMING SWEEP TEST OF INSTALLED COAX. B. CONCRETE PIERS FOR FOUNDATIONS SHALL BE DRILLED AND POURED ON THE SAME DAY. 2.2 RELATED WORK 2.3 REQUIREMENTS OF REGULATOR AGENCIES A. FURNISH U.L. LISTED EQUIPMENT WHERE SUCH LABEL IS AVAILABLE, INSTALL IN CONFORMANCE WITH U.L STANDARDS WHERE APPLICABLE. B. INSTALL ANTENNA, ANTENNA CABLES AND GROUNDING SYSTEM IN ACCORDANCE WITH DRAWINGS AND SPECIFICATION IN EFFECT AT PROJECT LOCATION AND RECOMMENDATIONS OF STATE AND LOCAL BUILDING CODES, SPECIAL CODES HAVING JURISDICTION OVER SPECIFIC PORTIONS OF WORK. THIS INCLUDES BUT IS NOT LIMITED TO THE FOLLOWING: 1. EIA - ELECTRONIC INDUSTRIES ASSOCIATION TIA-EIA-222-G. STRUCTURAL STANDARDS FOR STEEL ANTENNA TOWERS AND ANTENNA SUPPORTING STRUCTURES. 2. FAA - FEDERAL AVIATION ADMINISTRATION ADVISORY CIRCULAR AC 70/7460 -IH, OBSTRUCTION MARKING AND LIGHTING. 3. FCC - FEDERAL COMMUNICATIONS COMMISSION RULES AND REGULATIONS FORM 715, OBSTRUCTION MARKING NAD LIGHTING SPECIFICATIONS FOR ANTENNA STRUCTURES. 4. AISC - AMERICAN INSTITUTE OF STEEL CONSTRUCTION SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS. 5. NEC - NATIONAL ELECTRICAL CODE - ON TOWER LIGHTING KITS. 6. UL - UNDERWRITER'S LABORATORIES APPROVED ELECTRICAL PRODUCTS. 7. IN ALL CASES, PART 77 OR THE FAA RULES AND PARTS 17 AND 22 OF THE FCC RULES ARE APPLICABLE AND IN THE EVENT OF CONFLICT, SUPERSEDE ANY OTHER STANDARDS OD SPECIFICATIONS. 8. 1990 LIFE SAFETY CODE NFPA - 101 3.3 INSTALLATION A. THE ACCESS ROAD SHALL BE BROUGHT TO BASE COURSE ELEVATION PRIOR TO FOUNDATION CONSTRUCTION. B. AVOID CREATING DEPRESSIONS WHERE WATER MAY POND. C. THE CONTRACT INCLUDES ALL NECESSARY GRADING, BANKING, DITCHING AND UNLESS OTHERWISE INDICATED, COVERING TWO INCHES OF SURFACE COURSE. ALL ROADS OR ROUTES UTILIZED FOR ACCESS TO THE SITE, COMMENCING AT THE POINT OF INTERSECTION WITH THE NEAREST PUBLIC THOROUGHFARE, ARE INCLUDED IN SCOPE UNLESS OTHERWISE NOTED. D. WHEN APPROVING A EXISTING ACCESS ROAD, GRADE THE EXISTING ROAD TO REMOVE ANY ORGANIC MATTER AND SMOOTH THE SURFACE BEFORE PLACING FILL OR STONE. E. PLACE FILL OR STONE IN 6 INCH MAXIMUM LIFTS AND COMPACT BEFORE PLACING NEXT LIFT. F. THE FINISH GRADE, INCLUDING TOP SURFACE COURSE, SHALL EXTEND A MINIMUM OF ONE FOOT BEYOND THE SITE FENCE AND SHALL COVER THE AREA AS INDICATED. G. RIP RAP SHALL BE APPLIED TO THE SIDES SLOPES OF ALL FENCED SITE AREAS, PARKING ARES AND TO ALL OTHER SLOPES GREATER THAN 2 : 1. H. RIP RAP SHALL BE APPLIED TO THE SIDES OF SIDES OF DITCHES 05 DRAINAGE SWALES AS INDICATED ON PLANS. I. RIP RAP ENTIRE DITCH FOR SIX FEET IN ALL DIRECTIONS AT CULVERT OPENINGS. J. SEED, FERTILIZER AND STRAW COVER SHALL BE APPLIED TO ALL OTHER DISTURBED AREAS AND DITCHES, DRAINAGE. SWALES, NOT OTHERWISE RIP -RAPPED. K. UNDER NO CIRCUMSTANCES WILL DITCHES, SWALES OR CULVERTS BE PLACED SO THEY DIRECT WATER TOWARDS, OR PERMIT STANDING WATER IMMEDIATELY ADJACENT TO SITE. IF OWNER DESIGNS OR ELEVATIONS CONFLICT WITH THIS GUIDANCE ADVISE THE OWNER IMMEDIATELY, IN WRITING. L. IF DITCH LIES WITH SLOPES GREATER THAN TEN PERCENT, MOUND DIVERSIONARY HEADWALLS IN THE DITCH AND RIP RAP THE UPSTREAM SIDE OF THE HEADWALL AS WELL AS THE DITCH FOR SIX FEET ABOVE THE CULVERT ENTRANCE. M. SEED AND FERTILIZER SHALL BE APPLIED TO SURFACE CONDITIONS WHICH WILL ENCOURAGE ROOTING. RAKE AREAS TO BE SEEDED TO EVEN THE SURFACE AND LOOSEN THE SOIL. N. SOW SEED IN TWO DIRECTIONS IN TWICE THE QUANTITY RECOMMENDED BY THE SEED PRODUCER. 0. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ENSURE GROWTH OF SEEDED AND LANDSCAPED AREAS BY WATERING UP TO THE POINT OF RELEASE FROM THE CONTRACT. CONTINUE TO REWORK BARE AREAS UNTIL COMPLETE COVERAGE IS OBTAINED. 3.5 PROTECTION A. PROTECT SEEDED AREAS FROM EROSION BY SPREADING STRAW TO A UNIFORM LOOSE DEPTH OF 1-2 INCHES, STAKE AND TIE DOWN AS REQUIRED. USE OF EROSION CONTROL MESH OR MULCH NET WILL BE AN ACCEPTABLE ALTERNATE. B. ALL TREES PLACED IN CONJUNCTION WITH A LANDSCAPE CONTRACT WILL BE WRAPPED, TIED WITH HOSE PROTECTION WIRE AND SECURED TO 2 1 INCH x 2 INCH x 4 FOOT STEEL ANGLE EXTENDING TWO FEET INTO THE GROUND ON FOUR SIDES OF THE TREE. C. ALL EXPOSED AREAS SHALL BE PROTECTED AGAINST WASHOUTS AND SOIL EROSION. T - -Mobile` 12980 FOSTER, SUITE 200 OVERLAND PARK, KS 66213 PRODUCED BY: AAA TOWER ENGiNEIRI,VG SOLUTIONS 8445 FREEPORT PARKWAY, SUITE 375 IRVING. TX 75063 PHONE: (972) 635-8238 COA j 2705 EXP. 12/31/2015 BR NCH COMML/NICA77ONS,LLC BRANCH COMMUHIUTKINS 1516 S BOSTON AVE $TE 215 TULSA. OKLAHOMA 74119 (916) 949-4551 WEST LITTLE ROCK BTS NUMBER: AR01218_A SITE ADDRESS: 2525 JOHN BARROW RD LITTLE ROCK AR 72204 PROJECT NU p4�� AR j TAOF LICE S i PRO SI IL EN Jqo. 7784{ +is �'1E R�• PE j 7784 EXP. 12/31/2014 1 VO DATE I DESCRIPTION BY A 8 13 14 PRELIM ISSUE JPR B 9/12Z14 PRELIM ISSUE NDP D 9/11/14 CONST ISSUE NAP I SHEET TITLE: GENERAL NOTES SHEET j: PROJECT j: A01218J10 JWWMGN2 . u 61• x 68'-0" 10'-7' 16'-0" 8'-0' 3'--O' 7'-7" 21'-0" 1'- Q' x EXISTING 21'-0' WOOD GATE b r - PROPOSED T -MOBILE c 10'-O"x12'-0" CONCRETE x EQUIPMENT PAD AND { EXISTING LEASE AREA RE: 2/C1 AT&T ! ' o SHELTER ZR ~ Lm 9i SSCPROPCAB NET OSED MOBILE x o I PROPOSED T -MOBILE PROPOSED LOWER r 23'-0' ICE BRIDGE, COVP BOX RE: SHEET C4 EXISTING ICE : K BRIDGE � I EXISTING -- EMPTY CONCRETE EXISTING 8'-O' c PAD _ WOOD FENCE o c EXISTING ICE �c o x c BRIDGE S EXISTING I 24 -B 4d BRIDGE a 'r EXISTING 120' MONOPOLE_ EXISTING — x H-FRAMEv v z� EXISTING - EXISTING ` AT&Ti Z H -FRAME SHELTER I x 'o i 12'-0' 16'-6' 7'-0" 4'-0' 28'-6' TRUE NORTH OVERALL SITE PLAN (0 MAG E) SCALE: 0' 10' 20' 30• 40' PROPOSED GPS ANTENNA, RE: 4/C4 PROPOSED DISCONNECT - PROPOSED METER 12'-0 5'-0" 6-0" 1 ■ ..1'-0' 2'-2" 6'-10" PROPOSED LOWER COVP BOX TRUE NORTH 2ENLARGED SITE PLAN (0.MAGE) SCALE: o. 1. s 10' T - "Mobile- 12980 FOSTER, SUITE 200 OVERLAND PARK, KS 66213 PRODUCED BY: QRI"EDS TOWER ENGINEERING SOLUi16N5 8445 FREEPORT PARKWAY, SLME 375 IRVING. TX 75063 PHONE: (972) 635-6238 COA / 2705 EXP. 12/31/2015 PRODUCED BY: BR NCH COMMUM/CA770MS,LLC BRANCH COMMUNICATIONS 1516 S BOSTON AVE STE 215 TUSA. OnMOMA 74119 (918) 949-4551 SITE NAME: WEST LITTLE ROCK BTS NUMBER: AR01218_A SITE ADDRESS: 2525 JOHN BARROW RD LITTLE ROCK AR 72204 PROJECT NUMBER: AROJOSr>� o '4r, LICEN p I ENG1 .J fro. 7794 PE / 7784 EXP. 12/31/2014 NO DATE DESCRIPTION BY 7-8713114 PRELIM $SSUE io B ?Z101 14 PRELIM JSSUE NDP 0000 to NDP ^ PROPOSED H -FRAME ATTACHED TO CONCRETE SHEET.9: C / 'I PROJecr ARO 1; : O PAD, RE: 3/S1 CKOCKO JWM PROPOSED T -MOBILE CABINET, RE: E3 —PPC io PROPOSED. M1 , t ++ + T -MOBILE F♦ + t + Y SSD N * • CABINET + x f.c f ' r 2'-2" 6'-10" PROPOSED LOWER COVP BOX TRUE NORTH 2ENLARGED SITE PLAN (0.MAGE) SCALE: o. 1. s 10' T - "Mobile- 12980 FOSTER, SUITE 200 OVERLAND PARK, KS 66213 PRODUCED BY: QRI"EDS TOWER ENGINEERING SOLUi16N5 8445 FREEPORT PARKWAY, SLME 375 IRVING. TX 75063 PHONE: (972) 635-6238 COA / 2705 EXP. 12/31/2015 PRODUCED BY: BR NCH COMMUM/CA770MS,LLC BRANCH COMMUNICATIONS 1516 S BOSTON AVE STE 215 TUSA. OnMOMA 74119 (918) 949-4551 SITE NAME: WEST LITTLE ROCK BTS NUMBER: AR01218_A SITE ADDRESS: 2525 JOHN BARROW RD LITTLE ROCK AR 72204 PROJECT NUMBER: AROJOSr>� o '4r, LICEN p I ENG1 .J fro. 7794 PE / 7784 EXP. 12/31/2014 NO DATE DESCRIPTION BY 7-8713114 PRELIM $SSUE JPR B ?Z101 14 PRELIM JSSUE NDP 0 9/11/14 CONST ISSUE NDP SHEET TITLE: OVERALL AND ENLARGED SITE PLANS SHEET.9: C / 'I PROJecr ARO 1; : O BY: JWM CKOCKO JWM Rim THESE DRAWINGS ARE NOT INTENDED TO REFLECT THE STRUCTURAL INTEGRITY OF THE TOWER. THE PROPOSED ANTENNAS AND TRANSMISSION LINES SHOWN ARE REPRESENTATIVE IN NATURE AND 00 NOT REFLECT THE ACTUAL CONFIGURATIONS REQUIRED. THE CONTRACTOR SHALL REFER TO THE STRUCTURAL ANALYSIS OF THIS TOWER SITE FOR THE APPROVED LOCATION AND CONFIGURATION OF ALL ANTENNAS AND TRANSMISSION LINES. ALL ANTENNAS MUST BE MOUNTED AND THE TRANSMISSION LINES CONFIGURED IN STRICT ACCORDANCE WITH THE STRUCTURAL ANALYSIS. (TOWER BY OTHERS) TOP OF TOWER ELEV. - 120 EXISTING ANTENNAS T -MOBILE ANTENNAS ELEV. - 90 2/C2 PROPOSED: (9) NEW ANTENNAS (1) NEW MW DISH (5) NEW RRU'S (2) NEW COUP/HYBRID J -BOX (1) NEW PLATFORM W/HANDRAILS (2) NEW 1 5/8" HYBRID UNE (2) NEW 7/8- COAX LINE (1) NEW 1/2' COAX MW FEEDER PROPOSED T -MOBILE ANTENNAS EXISTING 120' MONOPOLE 3/C2 •' PROPOSED TOWER ELEVATION I SCALE: N.T.S. ANDREW TMBXX-6517-A2M ANTENNAS TYPICAL OF (9). RE: 4/C2 (3) PROPOSED FRIG C-1 ALPHA AZIMUTH 0' M-1 A-3 A-2 , FUTURE /A-1 FUTURE FGAMMA ZIMUTH 240 C-2 COMMSCOPE LNX 6515 DS VTM ANTENNAS TYPICAL OF (3) PROPOSED ALT FABRICATION PLATFORM WITH HANDRAILS PART # 2123LD-12HR r) ANTENNA AZIMUTH PLAN 4- SCALE: N.T.S. CABLE NOTE: I- HYBRID CABLE ATTACHMENTS SHOULD FOLLOW MANUFACTURER SPECIFICATIONS FOR ATTACHMENT AND HANGING SPECS. 2. ROUTE COAX UP TOWER PER STRUCTURAL ANALYSIS. PROPOSED COAX: (1) 1/2' MW FEE EXISTING MONOPOi (1) PROPOSED LARGE COVP BOX MOUNTED TO 2 3/8" O.D. MOUNTING PIPE AND CROSSOVER PLATE Rw r F. PROPOSED FXFC RRU MOUNTED ON ) RRU MOUNTING PIPE. TYP. OF FUTURE -0-- COAX: 7/8" COAX CABLE IOSED COAX: 1 5/8" HYBRID LINE 0 TRANSMISSION LINE DIAGRAM y SCALE: N.T.S. 1/2" COAX JUMPEI FROM RRU TO ANI JUMPER SUPPORT STAND-OFF WITH CUSHION HANGERS OR STEEL BRACKE WITH SNAP -IN HANGER TRUE NORTH (0.63' E) MAG A ANTENNA MOUNT DETAIL `'I~ SCALE: N.T.S. PROPOSED T -MOBILE ANTENNA 2 3/8" O.D. PIPE FIBER JUMPER TO COVP BOX #6 AWG GREEN INSULATED GROUND CABLE FROM RRU TO GROUND BAR 12980 FOSTER, SUITE 200 OVERLAND PARK, KS 66213 dA A TOWER ENGINEERING 50LUTKlN5 8445 FREMPORT PARKWAY, SUITE 375 IRVING, TX 75063 PHONE (972) 635-8236 COA % 2705 EXP. 12/31/2015 BY: BR NCH COMMU, V/CA 770/VS, LL C BRANCH COMMUNICATIONS 1516 S BOSTON AVE STE 215 TULSA, OKLAHOMA 74119 (918) 949-4551 SITE NAME: WEST LITTLE ROCK BTS NUMBER: AR01218_A SITE ADDRESS: 2525 JOHN BARROW RD LITTLE ROCK AR 72204 • 1J�N O. 7754 �7y♦► PE 1 7784 EXP. 17./31/([2•,014 IVO DATE I DESCRIPTION BY A B 13 14 PREUM ISSUE JPR B 9/10/14 PRELIM ISSUE NDP 0 9 11 14 CONST ISSUE NDP SHEET TIRE: TOWER ELEVATIONS SHEET: C PROJECT: AR012111-A O W JWM ANTENNA NOTES 1. ANTENNA CONTRACTOR SHALL INSURE THAT ALL ANTENNA MOUNTING PIPES ARE PLUMB. 2. COAXIAL FEEDER & FIBER LENGTHS INDICATED ARE APPROXIMATE. 3. ANTENNA COAXIAL FEEDERS & ANTENNA JUMPERS SHALL BE COLOR CODED PER T—MOBILE REQUIREMENTS. IN ADDITION TO THE COLOR CODE IN THE ANTENNA KEY THE FOLLOWING CHECKER STRIPE SHALL BE ADDED TO EACH ANTENNA COAXIAL FEEDER & ANTENNA JUMPER. LTE 700 — RED—BLACK CHECKER STRIPE LTE PCS — RED—GREEN CHECKER STRIPE LTE AWS — YELLOW—BLACK CHECKER STRIPE UMTS PCS — RED—WHITE CHECKER STRIPE UMTS AWS — GREEN—WHITE CHECKER STRIPE GSM PCS — BLACK—WHITE CHECKER STRIPE 4. MULTI PORT ANTENNAS: TERMINATE UNUSED ANTENNA PORTS WITH CONNECTOR CAP & WEATHERPROOF THOROUGHLY. JUMPERS FROM TMA'S MUST TERMINATE TO OPPOSITE POLARIZATIONS IN EACH SECTOR. 5. CONTRACTOR MUST FOLLOW ALL MANUFACTURERS' RECOMMENDATIONS REGARDING THE INSTALLATION OF COAXIAL CABLES, CONNECTORS, AND ANTENNAS. rd:G7:7.101191..1 LDF4-50A (1/2" HARD LINE) - 5" FSJ4-50B (1/2- SUPER FLEX) - 1 1 /4' AVA5-50A (7/8" HARD UNE) - TO- AVA7-50A (1 5/8" HARD LINE) = 15" LDF7-50A (1 5/8' HARD UNE) - 20- 7. CONTRACTOR SHALL RECORD THE SERIAL y, SECTOR, AND POSITION OF EACH ACTUATOR INSTALLED AT THE ANTENNAS AND FURNISH THE INFORMATION TO T—MOBILE. 8. WEATHERPROOF ALL ANTENNA CONNECTORS WITH SEL' AMALGAMATING TAPE. 9. ANTENNA CONTRACTOR SHALL PERFORM A 'TAPE DROP" MEASUREMENT TO CONFIRM/VALIDATE ANTENNA CENTER UNE (ACL) HEIGHT. CONTRACTOR SHALL SUBMIT A COMPLETED HEIGHT VERIFICATION FORM TO THE CONSTRUCTION MANAGER. 10. ALL FIBER RUNS TO BE CONTAINED IN TWO COMMSCOPE HYBRID DC—FIBER CABLES (MODEL MU9325TYP01) FROM LOWER COVP TO UPPER COVP. HYBRID CABLES SHALL BE COLOR CODED PER T—MOBIL: REQUIREMENTS. ANTENNA SCHEDULE SCALE: N.T.S. 12980 FOSTER, SUITE 200 OVERLAND PARK, KS 66213 BY: 01*ES. TOWER EkGINEERINC SOLUTIONS 8445 FREEPORT PARKWAY, SURE 375 WNG. TX 75063 PHONE: (972) 635-8238 CAA / 2705 EYP, 12/31/2015 BR NCH C0AIMUN/C477ON3,LLC BRANCH COMMUNICATIONS 1516 S BOSTON AVE STE 215 TULSA, OKLAHOMA 74119 (918) 949-4551 WEST LITTLE ROCK AR01218_A SITE ADDRESS: 2525 JOHN BARROW RD LITTLE ROCK AR 72204 ARO No. 7784��l ZA?E ]� PE 111 7784 EXP. 1 NO DATE I DESCRIPTION BY RRU & COUP KEY JPR 8 9 10 14 PREUM ISSUE NDP ANTENNA SECTOR VENDOR EQUIPMENT MODEL NO. EQUIPMENT ELEVATION OTY. STATUS ALPHA NOKIA RRU FRIG g0' (1) PROPOSED BETA NOKIA RRU FRIG g0' (1) PROPOSED GAMMA NOKIA RRU FRIG 9o' (1) PROPOSED ALPHA NOKIA RRU FRLB go' (1) FUTURE BETA NOKIA RRU FRLB 90' (1) FUTURE GAMMA NOKIA RRU FRL13 90' (1) FUTURE MULTI SECTOR NOKIA RRU FXFC 9D' (2) PROPOSED MULTI SECTOR RA1.1.�P Cpyp RNSDC-7771—PF-48 9o' (2) PROPOSED 12980 FOSTER, SUITE 200 OVERLAND PARK, KS 66213 BY: 01*ES. TOWER EkGINEERINC SOLUTIONS 8445 FREEPORT PARKWAY, SURE 375 WNG. TX 75063 PHONE: (972) 635-8238 CAA / 2705 EYP, 12/31/2015 BR NCH C0AIMUN/C477ON3,LLC BRANCH COMMUNICATIONS 1516 S BOSTON AVE STE 215 TULSA, OKLAHOMA 74119 (918) 949-4551 WEST LITTLE ROCK AR01218_A SITE ADDRESS: 2525 JOHN BARROW RD LITTLE ROCK AR 72204 ARO No. 7784��l ZA?E ]� PE 111 7784 EXP. 1 NO DATE I DESCRIPTION BY A 15113 14 JPRELIM ISSUE JPR 8 9 10 14 PREUM ISSUE NDP 0 9 11 14 CONST ISSUE NDP SHEET TITLE: TOWER ELEVATIONS SHEET: C3 PROJECT g: ARO 1218—A . O JWM CKD: JWM 1 1 WAVEGUIDE BRIDGE ISOMETRIC 1 SCALE: N.T.S. (1) GPS ANTENNA (PROVIDED EY OWI' GPS MOUNTING PIF mnirR. COORDINATE GPS ANTENNA LOCATION WITH CONSTRUCTION MANAGER. MAINTAIN MINIMUM BEND RADIUS ON COAX CABLE AT ALL TIMES. ENSURE LOCATION OF GPS ANTENNA ALLOWS FOR CLEAR VIEW OF SOUTHERN HORIZON. GPS MOUNT TO BE PROVIDED BY OWNER. GPS ANTENNA TO BE INSTALLED BY CONTRACTOR. GPS ANTENNA DETAIL 'T SCALE: N.T.S. SEAL VOID BETWEEN PIPE AND CABLE 3/8"0 COAX CABLE e) WAVEGUIDE BRIDGE SECTION L SCALE: N.T.S. ALT FABRICATION GUIDE BRIDGE KIT APPROVED EQUAL EZE SUPPORT KR COAX CABLES. ATTACH STAINLESS STEEL —IN HANGERS TED GRADE PSI RETE PIER LEGEND AR01218AX—X—X—X—X LD — LTE 700 B — LTE PCS L — LTE AWS P — UMTS PCS U — UMTS AWS G — GSM PCS ACTUATOR NUMBER ANTENNA NUMBER SECTOR LETTER CANDIDATE LETTER SITE NUMBER U' Ci to 303 N N N [C N N 9gIDIA i'G,�7G 1 SS'Gt�,$ �G,�ra,• 3 RET ACTUATOR NAMING CONVENTION SCALE: N.T.S. T - -mobile 12980 FOSTER, SUITE 200 OVERLAND PARK, KS 66213 FS TOWER ENGINEERING SOLURONS 8445 FREEPORT PARKWAY. SUITE 375 IRVING, TX 75063 PHONE (972) 635-8238 COA / 2705 EXP. 12/31/2015 BR NCH COMMU/V/C.4 T70AlS,LLC BRANCH COMMUNICATIONS 1516 S BOSTON AVE S1E 215 TULSk OKIANOMA 74119 (916) 949-4551 WEST LITTLE ROCK BTS NUMBER; AR01218 A SITE ADDRESS: 2525 JOHN BARROW RD LITTLE ROCK AR 72204 PROJECT NUMBER- ARO y! LIC PROF N E I R 'k,,> 7784 ,� ►� PE / 7784 EXP. 12/31/2014 IND DATE I DESCRIPTION BY A 8 13 14 PRELIM ISSUE JPR PRELIM ISSUE NDP _B-9/10/14 O P/1 1 14 CONST ISSUE NDP SHEET TITLE: WAVEGUIDE DETAILS PROJECT y�: SHE6L— ARO 1218—A WM CJWM O NOTES 1. SLAB TO BE LEVEL ±1/4". 2. SLAB FOUNDATION DESIGNED ASSUMING ALLOWABLE SOIL BEARING PRESSURE OF 2000 PSF. 3. SLAB FOUNDATION DESIGNED ASSUMING MAXIMUM SOIL PLASTICITY INDEX OF 27 PER NCBC. 4. CONCRETE STRENGTH FOR FOUNDATION DESIGN SHALL BE A MINIMUM OF 3000 PSI AT 28 DAYS. 5. FOOTINGS TO EXTEND BELOW UNDISTURBED SOIL PER SITE SPECIFIC DESIGN. 6. REFER TO THE GENERAL NOTES FOR ADDITIONAL NOTES. N I' 12'-0" TYPICAL EQUIPMENT FOUNDATION PLAN , 2/S1 3/4" CHAMFER, TYP. AT ALL EDGES J4 AT 12" O.C. EACH WAY FINISHED GRADE 6 MIL POLYETHYLENE (CRUSHED STONE) VAPOR BARRIER IV io 6 �IN " SUB-BASE \/ r) CONCRETE PAD DETAIL SCALE: 4, 0' 3 1/2" SCH. 40 PIPE PL 3/4"x5"x0'-10" 1/2"4 ANCHOR BOLTS -- EMBED 2 1/2" MIN. INTO CONCRETE PAD WITH HILT[ HIT HY-150 MAX ADHESIVE CONCRETE PAD --\ 3 WAVEGUIDE BRIDGE POST DETAIL SCALE: T • •Mobileo 12980 FOSTER. SUITE 200 OVERLAND PARK, KS 66213 PRODUCED BY: TOWER ENCINEER04 NS 8445 FREEPORT PARKWAY, SURE 375 IRVING, TX 75063 PHONE: (972) 635-8238 COA / 2705 EXP. 12/31/2015 BY: BR NCH COMMUN/CAT/ONS, LLC BRANCH COMMUNICATIONS 1516 S BOSTON AVE STE 215 TULSA, OKLAHOMA 74119 (916) 949-4551 SITE NAME: WEST LITTLE ROCK BTS NUMBER: AR01218 A SITE ADDRESS: 2525 JOHN BARROW RD LITRE ROCK AR 72204 JAN o. 7784►�� PE / 7784 EXP. 12/3t/2014 40 DATE I DESCRIPTION BY A 8 I3 14 PRELIM ISSUE JPR B 9 10 14 PRELIM ISSUE I4DP 0 9/11/14 CONST ISSUE NDP 2/S1 T 4 AT 12" O.C., EACH WAY -I—� 0 1 — 6" CONCRETE SLAB ON GRADE, RE: 2/S1 o SHEET #: S 1 T 1 O 8Y: JWM JI I — 1 JI I 12'-0" TYPICAL EQUIPMENT FOUNDATION PLAN , 2/S1 3/4" CHAMFER, TYP. AT ALL EDGES J4 AT 12" O.C. EACH WAY FINISHED GRADE 6 MIL POLYETHYLENE (CRUSHED STONE) VAPOR BARRIER IV io 6 �IN " SUB-BASE \/ r) CONCRETE PAD DETAIL SCALE: 4, 0' 3 1/2" SCH. 40 PIPE PL 3/4"x5"x0'-10" 1/2"4 ANCHOR BOLTS -- EMBED 2 1/2" MIN. INTO CONCRETE PAD WITH HILT[ HIT HY-150 MAX ADHESIVE CONCRETE PAD --\ 3 WAVEGUIDE BRIDGE POST DETAIL SCALE: T • •Mobileo 12980 FOSTER. SUITE 200 OVERLAND PARK, KS 66213 PRODUCED BY: TOWER ENCINEER04 NS 8445 FREEPORT PARKWAY, SURE 375 IRVING, TX 75063 PHONE: (972) 635-8238 COA / 2705 EXP. 12/31/2015 BY: BR NCH COMMUN/CAT/ONS, LLC BRANCH COMMUNICATIONS 1516 S BOSTON AVE STE 215 TULSA, OKLAHOMA 74119 (916) 949-4551 SITE NAME: WEST LITTLE ROCK BTS NUMBER: AR01218 A SITE ADDRESS: 2525 JOHN BARROW RD LITRE ROCK AR 72204 JAN o. 7784►�� PE / 7784 EXP. 12/3t/2014 40 DATE I DESCRIPTION BY A 8 I3 14 PRELIM ISSUE JPR B 9 10 14 PRELIM ISSUE I4DP 0 9/11/14 CONST ISSUE NDP SHEET TITLE: CONCRETE PAD DETAILS SHEET #: S 1 PROJECT AR01218J1 O 8Y: JWM KD: JWM x PROPOSED (1) 3" PVC CONDUIT FOR POWER FROM POWER POLE TO T -MOBILE POWER METER ON UTILITY RACK (IN § COMMON TRENCH WITH TELCO). VERIFY CONDUIT SIZE WITH POWER COMPANY. PROPOSED 2" PVC CONDOR FOR FIBER/TELCO�4 FROM SOURCE TO T -MOBILE UTILITY RACK. $ VERIFY CONDUIT SIZE WITH TELCO COMPANY. 1 EXISTING .-O. WOOD GATE r PROPOSED T -MOBILE J 10'-0"x12'-0" CONCRETE EQUIPMENT PAD AND I EXISTING LEASE AREA EXISTING ICE BRIDGE AT&T J o SHELTER � Z SHEET TITLE: UTILITY PLAN $ CONDUIT LAYOUT DIAGRAM :SHEET #: PROJECT #: REV: _ J EXISTING ICE BRIDGE I I EXISTING H -FRAME T I EXISTING AT&T x L SHELTER r t� � L 1 r X x x— II PROPOSED T -MOBILE x SSC CABINET II PROPOSED T -MOBILE 23'-0" ICE BRIDGE - EXISTING - EMPTY ; EXISTING 8'-0" CONCRETE PAD i rd Ix WOOD FENCE y0 EXISTING TLE ng I BRIDGE EXISTING 120' MONOPOLE 7 g ilZo EXISTING w w H -FRAME I O X x x X 1 UTILITY ROUTING PLAN SCALE: 17 10' 20' 30' 4W PROPOSED RAINTIGHT EMT POWER/TELCO CONDUITS ANCHORED TO SIDE OF CONCRETE PAD PROPOSED RAINTIGHT EMT POWER/TELCO CONDUITS ANCHORED TO SIDE OF CONCRETE PAD PROPOSED T -MOBILE jI PPC CABINET, RE: E3 I I 11 PROPOSED SSC CABINET I I I i PROPOSED 2" RAINTIGHT I CONDUIT WITH PULL STRING I I FROM PPC CABINET TO SSC CABINET, RE: 4/E2 I I II -s �_ - _ -- - --� 07 ENLARGED UTILITY ROUTING PLAN L SCALE: N.T.S. SSC Conduit Layout New NODE 8 L1 RRU s Cant Go On The Tower Teko CorrduR — . RC P&*f Conches nr oNye. w.v,.ryfAne, 0 SSC CONDUIT LAYOUT SCALE: N.T.S. T . -Mobile. 12980 FOSTER, SUITE 2DO OVERLAND PARK, KS 66213 0 ES TOWER ENCINUTIONS 8445 FREF.PORT PARKWAY, SUFFE 375 IRVING, TX 75063 PHONE: (972) 635-8238 COA / 2705 EXP. 12/31/2015 BY: BR HIGH COMMUN/CAT/ONS,LLC BRANCH COMMUNICATIONS 1516 S BOSTON AVE STE 215 TULSA OKLAHOMA 74119 (918) 949-4551 SITE NAME: WEST LITTLE ROCK BTS NUMBER: AR01218 A 2525 JOHN BARROW RD LITTLE ROCK oWa � pNo. 7784,+ f d r ar +�E PE / 7784 EXP. 12/31/2014 JO DATE I DESCRIPTION BY A 8 13 14 PRELIM ISSUE JPR 9/10/14 PRELIM ISSUE NDP =9/10/1 11 14 CONST ISSUE NDP NB SHEET TITLE: UTILITY PLAN $ CONDUIT LAYOUT DIAGRAM :SHEET #: PROJECT #: REV: 13Y: CKD: JWM JWM nill 2" RIGID CONDOR/PVC — BELOW GRADE TO POWER SOURCE )POSED GPS ANTENNA, LD VERIFY ACTUAL LOCATION VEGUIDE COVER N T—MOBILE LED FLOOD LIGHT MANUAL TIMER SWITCH TALLEO 8'-0' ABOVE PAD MOBILE SUPPLIED RECEPTACLE RIGID CONDUIT ABOVE 4DE/PVC BELOW GRADE t (2) 02 THHN GRD LDS RIGID CONDUIT ABOVE GRADE/PVC .OW GRADE FOR (2) 12 THHN ) LEADS RIGID CONDUIT ABOVE 4DE/PVC BELOW GRADE FOR TO TELCO/POWER DEMARC ~� 1" RIGID CONDUIT ABOVE GRADE/PVC BY PROPOED FIELD PROPOSED METER r 3" GALVANIZED RIGID PIPE VERIFYSACTUALCLOCAT100N T—MOBILE SUPPLIED RECEPTACLE 2 RIGID POWER CONDUIT/PVC 1-5/8" GALVANIZED PROPOSED GPS ANTENNA, FIELD VERIFY ACTUAL LOCATION BELOW GRADE TO POWER SOURCE UNI—STRUT —F NEW T—MOBILE LED FLOOD LIGHT SHEET #: E 3 PROPOSED GPS ANTENNA, WITH MANUAL T)MER SWITCH FIELD VERIFY ACTUAL LOCATION 1' RIGID CONDUIT ABOVE INSTALLED 8'-0" ABOVE PAD RR BELOW DE o FOR (2)#2 THHN GRD NEW T—MOBILE LED FLOOD PROPOSED DISCONNECT, LEADS — T LOCATION r PROPOSED ICE BRIDGE 2" RIGID CONDOR/PVC — BELOW GRADE TO POWER SOURCE )POSED GPS ANTENNA, LD VERIFY ACTUAL LOCATION VEGUIDE COVER N T—MOBILE LED FLOOD LIGHT MANUAL TIMER SWITCH TALLEO 8'-0' ABOVE PAD MOBILE SUPPLIED RECEPTACLE RIGID CONDUIT ABOVE 4DE/PVC BELOW GRADE t (2) 02 THHN GRD LDS RIGID CONDUIT ABOVE GRADE/PVC .OW GRADE FOR (2) 12 THHN ) LEADS RIGID CONDUIT ABOVE 4DE/PVC BELOW GRADE FOR TO TELCO/POWER DEMARC ~� 1" RIGID CONDUIT ABOVE GRADE/PVC BY BELOW GRADE FOR (2) N2 THHN JPR GRD LEADS NDP T—MOBILE SUPPLIED RECEPTACLE NDP 2" RAINTIGHT EMT POWER/TELCO CONDUIT ANCHORED TO SIDE OF CONCRETE PAD TO SSC CABINET SHEET TITLE; PPC H -FRAME DETAILS SHEET #: E 3 PROPOSED GPS ANTENNA, REV: 4 FIELD VERIFY ACTUAL LOCATION ir WAVEGUIDE COVER 71 1-5/8- GALVANIZED UNI—STRUT NEW T—MOBILE LED FLOOD PROPOSED DISCONNECT, LIGHT W/ MANUAL TIMER SWITCH FIELD VERIFY ACTUAL INSTALLED 8'-0" ABOVE PAD LOCATION PPC CABINET PROPOSED METER i (2) 2" RIGID CONDUIT ABOVE — GRADE/PVC BELOW GRADE FOR PPC TO TELCO/POWER DEMARC CONCRETE PAD f ��i1=�1�=1lE=1fI,=1iI==f1l�lll=l!l�i4€-ill;;-11I;;`�2" RAiNTic;Kr I •"��. ..,--�� FRONT VIEW CONDUITANCHO ED TOTELCOSIDEWOF ER SIDE VIEW PPC H -FRAME DETAILS CONCRETE PAD TO SSC CABINET SCALE: N.T.S. T • •Mobile- 12980 FOSTER, SUITE 200 OVERLAND PARK, KS 66213 Ohm 0 TOWER ENGIN NS 8445 FREEPORT PARKWAY, SUITE 375 IRVING. TX 75063 PHONE: (972) 635-8238 COA j 2705 EXP. 12/31/2015 BY: BR NCH COMMUN/CA7%ONS,LLC BRANCH COMMUNKJRK)NS 1516 S BOSTON AVE STE 215 TUIS4. OKW40MA 74119 (918) 949-4551 SITE NAME: WEST LITTLE ROCK BTS NUMBER: AR01218_A SITE ADDRESS: 2525 JOHN BARROW RD LITTLE ROCK AR 72204 PROJECT N W-"'. * LIC x S PRO NAL ENGINE R J No. 7784 r��7►� l PE j 7784 EXP. 12/31/2014 NO DATE DESCRIPTION BY 7'781V 14 PRELIM ISSUE JPR B ? l0114 PRELIM ISSUE NDP 0 9/11/14 CONST TSSUE NDP SHEET TITLE; PPC H -FRAME DETAILS SHEET #: E 3 13ROJECT : AR01218—A REV: 4 I WM CJWM RE: 1/G2 AND 4/G3 FOR ANTENNA GROUNDING DETAIL EXISTING AT&T SHELTER RE: 4/G2 FOR TYPICAL CADWELD DETAILS PROPOSED CONCRETE PAD GROUND -- (FROM EQU RING, RE: 3/G2 AND 1/G3 ® GROUND TEST WELL AT GROUND ROD • •—• — CHAIN LINK FENCE #2 AWG BARE SOLID TINNED 1♦ 5/8-x8'-0- COPPER CLAD GROUND ROD COPPER CABLE TO GROUNDING AT 15'-0' MAX. SPACING, PER CM SYSTEM (TYP.), RE: 2/G2 ______�_�_�_�_� - PROPOSED GROUND \ TEST WELL. RE. 6/13 J i 1 : AR01218..-A O JWM CKD: JWM GROUNDING LEGEND: SYMBOL DESCRIPTION EXOTHERMIC WELD (CADWELD) 02 AWG BCW ■ MECHANICAL CONNECTION —"— #2 STRANDED INSULATED IPMENi TO MGB) 2 (30 I HW 1 O 5/8' COPPER CLAD GROUND ROD O AT EACH CORNER, RE: 5/G2 %%%+ - $2 AWG BARE SOLID ' t ICE BRIDGE FF TINNED COPPER CABLE I TO GROUNDING SYSTEM FOR ICE BRIDGE POSTS (TYP.), RE: 2/G2+ _ f + f + + f i +y + + +' ► + + + + + + + + + + + + + f + { / F++++7++ ++ +++++++++ ++ + +++++++++++++++ ++++'+d.+'+++ + ++ + + +++ +++++}+}++++++i++++++++++++++ } ++ + + �� _ — �� tel• PROPOSED TOWER GROUND BAR, RE: 3/G3 / +++ + + + + + + + + + + + + + ! � EXISTING ICE BRIDGE O O O + + + + + + + + PAD + + + + + + + + + + + z�� woa • Q O Ct EXISTING 120' MONOPOLE - TRUE NORTH EXISTING TOWER GROUND RING (0.63' E) MAG COMPOUND GROUNDING PLAN ........... .......... .++. ... ....... SCALE: 5' 10' EXISTING + + + + + + + + + + + + + + + - -CONCRETE + + + + + + + r + + 12980 FOSTER, SUITE 200 OVERLAND PARK, KS 66213 TOWER ENGINEERING SMUTIOM 8445 FREEPDRT PARKWAY, SUITE 375 RIVING, TX 75083 PHONE (972) 633-8238 COA j 2705 EXP. 12/31/2015 BR NDN COMMON/CAT/ONS,LLC BRANCH COMMUNICATIONS 1518 S BOSTON AVE STE 215 TULSA, OKLA}10AIA 74118 (818) 949 -4551 WEST LITTLE ROCK HTS NUMBER: AR01218_A SITE ADDRESS: 2525 JOHN BARROW RD LITTLE ROCK AR 72204 PROJECT NUMBER: ARO 2#., 4 AR s r I LI A00 tL L PRO ENGi ER ` * * R k PE / 7784 EXP. 1$/31/2014 VO DATE DESCRIPTION BY A 13 141PRELIM ISSUE JPR 8 9/10/14 IPREUM ISSUE NDP 0 9/11/14 CONST ISSUE NDP s"&MPOUND GROUNDING PLAN SHEET PROJECT BYz # 1 : AR01218..-A O JWM CKD: JWM ANTENNA I ANTENNA 2 ANTENNA 3 ANTENNA MOUNT (TYP.) `— ANTENNA (TYP.) I —RRU RRU — r TOWER TOP COVP BOX CABLE GROUNDING I 1 I I COLLECTOR BUS BAR KR, RE: 2/G3 (TYP.) j (GROUNDED TO TOP OF TOWER). HYBRID CABLE (TYP.) L _ LL COLLECTOR BUS BAR r — (GRO D TTO MOWER I OR 2 AWG TSBC GROUND WIRE TOWERS OVER 200'). COVP BOX AT WAVEGUIDE BRIDGE METAL CABINETS SUCH 3/4- FLEX CONDUIT — AS POWER, TELCO, SLEEVE — — — — — DISTRIBUTION PANEL, BUSS BAR MOUNTED WAVEGUIDE BRIDGE WITH INSULATORS D r SUPPORTS, EQUIPMENT FINISHED GRADE BASE OF TOWER I SUPPORT, PLATFORM, I ETC. MODULAR —INTERNAL EQUIPMENT s -- CELL GROUND BUS BAR I.. .... CABINET I WAVEGUIDE BRIDGE I I """ 1 SUPPLEMENTARY GROUND BUS BAR I j INET FRAME I GROUND WIRE MOUNTED AT I WAVEGUIDE BRIDGE MAIN GROUND RING r caowELD (TYP.) A TOWER GROUNDING RISER DETAIL SCALE: N.T.S. TYPE PT TYPE HS TYPE YA-2 TYPE VS TYPE SS TYPE VBC TYPE YGHC A TYPICAL CADWELD DETAILS `'F SCALE: N.T.S. TO MAIN GROUND RING 2 STUB UP DETAIL SCALE: N.T.S. COPPER GROUND ROD (5/8"x8'-0- LONG) 5 COPPER -CLAD STEEL GROUNDING ROD SCALE: N.T.S. 0 lI V f3 GROUND RING DETAIL SCALE: N.T.S. 0% GROUND TEST WELL DETAIL U SCALE: N.T.S. FINISHED GRADE AGGREGATE SURFACE #2 AWG SOLID BARE TINNED COPPER EXTERIOR GROUND RING EXOTHERMIC WELD TO GROUND ROD GROUND ROD (TYP.), RE: 5/G2 6'x24" DEEP INSPECTION SLEEVE. PVC OR SOIL PIPE WITH CAP OR EQUIVALENT. CADWELI) CO""VPTMM (TYPE—GT) 1" WIDE SLOT FOR GROUND WIRE EXTEND 2" ABOVE GROUND WIRE #2 AWG SOLID TINNED COPPER WIRE (EXTERIOR GROUND RING) 3/4" CRUSHED STONE OR EQUAL FILL TEST WELL TO WITHIN 2" OF TOP OF GROUND LOOP WIRE 5/8700' LONG COPPER CLAD GROUND ROD ,-P • .Mobile• 12980 FOSTER, SUITE 200 OVERLAND PARK, KS 66213 14 EVI lio TOWER ENG1N� NS 8445 FREEPORT PARKWAY. SURE 375 IRVING, TX 75063 PHONE: (972) 635-8238 COA / 2705 EXP. 12/31/2015 BY: BR NCH COMMUN/CA77ON3,LLC BRANCH COMMUNICADONS 1516 S BOSTON AVE SIE 215 TULSA, OKLMOMA 74119 (918) 949-4551 WEST LITTLE ROCK AR01218_A 2525 JOHN BARROW RD LITTLE ROCK AR 72204 a. 7784 �, �� PE E 7784 EXP. 12/31/2014 NO DATE DESCRIPTION BY 7_8713214 PRELIM ISSUE JPR 8 9/10/14 PRELIM ISSUE NOP 0 9 11 14 CONST ISSUE NDP SHEET TITLE: GROUNDING DETAILS SHEET 1: G2 PRDJECT ARO121B—A : 0 J: JWM CKD: JWM Is PROPOSED — SSC CABINET 1 5/8' GALVANIZED UNI—STRUT 3' GALVANIZED PIPE FURNISH AND INSTALL #2 — THHN CU GROUND WIRE FROM GROUND LOOP TO TELCO GROUND BAR IN PPC FURNISH AND INSTALL #2 THHN CU — GROUND WIRE WEATHER SEALED IN RIGID CONDUIT FROM PPC GROUNDING ELECTRODE CONDUCTOR TERMINAL TO GROUND LOOP #2 BARE SOLID TINNED #2 BARE SOLID CU GROUND WIRE I TINNED CU GROUND WIRE VVV FURNISH AND INSTALL FURNISH AND INSTALL 02 BARE SOLID TINNED 2/0 INSULATED PIGTAIL CU GROUND WIRE (1) PER CABINET EQUIPMENT GROUNDING RISER DIAGRAM SCALE: N.T.S. TO ANTENNA CONNECTOR TO JUMPER OR ANTENNA COAX CABLE I 4' i I Q COAX CABLE 0 GROUNDING CLAMP KIT INSTALLATION OF BUTYL do TAPE PER MANUF. SPEC'S PROVIDED IN GROUND KITS #6 AWG GROUNDING / CONDUCTOR f/ TO GROUND BUS BAR TO CABINET CONNECTION OF CABLE GROUND KIT TO ANTENNA CABLE 4— SCALE: N.T.S. TERMINATION GROUND BAR FURNISH AND INSTALL 2/0 INSULATED GROUND WIRE FROM GROUND LOOP TO MASTER GROUND BARS r ` ` BOND WAVEGUIDE BRIDGE SUPPORT POSTS TO GROUND LOOP WITH 02 BARE SOLID TINNED }� CU GROUND WIRE CADWELD CONNECTION T k BOND TO EXISTING CONDUCTOR WITH 02 BARE SOLD TINNED CU GROUND WIRE NOTE: BUSS BAR TO BE SPRAYED WITH COLD GAL ONCE ALL CONNECTIONS ARE COMPLETED. #6 AWG FROM ANTENNA MOUNTS AND EQUIPMENT GROUNDING (RE: 1/G2 FOR OTY) LUG, L CONTRACTOR TO SPRAY GROUND BAR WITH COLD GALVANIZE ONCE ALL CONNECTIONS ARE COMPLETED 3 GROUND BAR DETAIL SCALE: N.T.S. PROPOSED GROUND BAR GROUNDED TO TOWER C-1 (2) #6 AWG INSULATED STRANDED COPPER FOR HOME RUN TO GROUND BUSS BAR A ANTENNA GROUNDING PLAN "t SCALE: N.T.S. 12980 FOSTER, SUITE 200 OVERLAND PARK, KS 66213 TOWER MINNMING K3N5 8445 FREOVRT PARKWAY, SUrIl 375 IRVING, TX 75053 PHONE: (972) 635-8238 COA / 2705 EXP. 12/31/2015 BR NCH COMAE /A//CATONS.LLC BRANCH COMMUNICATIONS 1516 S BOSTON AVE STE 215 TULSA, OKLAHOMA 74119 (919) 948-4551 WEST LITTLE ROCK BTS NUMBER: AR01218_A S17E ADDRESS: 2525 JOHN BARROW RD LITTLE ROCK AR 72204 PROFESSION PtL B-3 ENGINEER Le' o. 7784 Tit _IIF REr�►� tf B-2 #6 AWG INSULATED STRANDED COPPER FOR EQUIPMENT j GROUNDING, TYP. FUTURE TRUE NORTH (0.63' E) MAG PE 1 7754 EXP. 12/31/2014 JO DATE I DESCRIPTION BY A B 13 14 PRELIM ISSUE JPR B 9 10 14 PRELIM ISSUE NDP 0 9 11 14 CONST ISSUE NDP SHEET TITLE: GROUNDING DETAILS SHEET #: G 3 PROJECT #: AR012111—A O JWM CJWM