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HomeMy WebLinkAboutZ-4289-A Map 140'-0" (LEASE AREA) 6'-0" 28'-0" (COMPOUND) 6'-0" 14'-0" 14'-0" f I OVERALL SITE PLAN PROPOSED LANDSCAPING, SEE Y/ SHEET C9 FOR DETAILS PROPOSED 8'-0" WOOD FENCE, RE: 1/C6 r k FOR SITE CIVIL DETAILS RE: SHEET C7 SCALE: - �' 15' 20' I I O I in I I TRUE NORTH (0' 36' E) MAG 0 I io 12'-0" PROPOSED GPS ANTENNA, RE: 4/C5 -� PRO OSED T -MOBILE PPC PCABINET, SHEET E3 .' + 0 A 5,/8/15 PRELIM ISSUE TWM PROPOSED H -FRAME ATTACHED TO CONCRETE PAD, RE: 3/S1 PROPOSED LOWER COVP BOX I f 4533 ENTERPRISE DR. ,r �I 8 ROJECT #: NUMBER x $ MOUNTED TO UNISTRUT ON N ■��/N. PROPOSED ICE BRIDGE `FL T . C�151/2015 ATTACHED TO CONCRETE PROPOSED ICE BRIDGE POST I PAD, RE: 3/S1 i TRUE NORTH SITE PLAN (0 MAG E) 2ENLARGED SCALE: womm- 0' 5' 10' 20' 30' PROPOSED DISCONNECT Pi. aP�1SE0 • 00 / T -MOBILE,' iq SSC` I I �• i. ` I 0 A 5,/8/15 PRELIM ISSUE TWM PROPOSED H -FRAME ATTACHED TO CONCRETE PAD, RE: 3/S1 - -Mobile. ARKANSAS 4533 ENTERPRISE DR. ,r �I • x x x x x ROJECT #: NUMBER x �! REG 9' ED $� N ■��/N. PROPOSED ICE BRIDGE `FL T . C�151/2015 ATTACHED TO CONCRETE PAD, RE: 3/S1 TRUE NORTH SITE PLAN (0 MAG E) 2ENLARGED SCALE: womm- 0' 5' 10' 20' 30' VENDOR: A 5,/8/15 PRELIM ISSUE TWM T. - -Mobile. ARKANSAS 4533 ENTERPRISE DR. ,r �I OKLAHOMA CITY, OK 73128 BR ✓ CH COMMUIVICA T/ONS,LLC BRANCH COMMUNICATIONS 1516 S BOSTON AVE STE 215 TULSA, OKLAHOMA 74119 (918) 949-4551 PRODUCED BY: ADE ,BOER MICHAEL T. DE BOER 965 WYNSTONE DRIVE JEFFERSON, SD 57038 605-422-1548 SITE NAME: AR01213A SITE NUMBER: AR01213A SITE ADDRESS: 9300 GEYER SPRINGS ROAD LITTLE ROCK AR 72209 ENGINEER: �%,AoWw ,, ,II A 5,/8/15 PRELIM ISSUE TWM (fl/1,51 1 6/1/15 GONST ISSUE JDP ARKANSAS ,r �I SHE NUMBER, % C L ROJECT #: NUMBER REVISIM A I �! REG 9' ED $� N ■��/N. 9847 All `FL T . C�151/2015 1 VO DATE DESCRIPTION BY A 5,/8/15 PRELIM ISSUE TWM 0 V22/15 15 iCONST ISSUE JWM 1 6/1/15 GONST ISSUE JDP SHEET TITLE: OVERALL AND ENLARGED SITE PLAN SHE NUMBER, % C L ROJECT #: NUMBER REVISIM A I BY: CKD BY: JWM JWM ml PROPOSED LANDSCAPING, PROPOSED LANDSCAPING MIN. 6' WIDE BUFFER RE: 2/C9 CONTRACTOR TO PLACE INDIGENOUS LANDSCAPING (EMERALD GREEN ARBORVITAE OR BURNING BUSH PREFERRED OR EQUIVALENT) PROPOSED BRANCH TOWERS 150' MONOPOLE, RE: 1/C4 PROPOSED T -MOBILE 10'-O"x 16'-0" LEASE AREA PROPOSED T -MOBILE - 8'-0"x12'-0" CONCRETE EQUIPMENT PAD PROPOSED 2'-6" NON -DECIDUOUS SHRUBBERY INFILL AT 3'-0" MAX. ALL THE WAY AROUND SITE COMPOUND (TYP.) PROPOSED 8'-0" WOOD FENCE PROPOSED SIGNAGE, RE: SHEET C9 PROPOSED 12'-0" + GATE, RE: 1/C6 i f + PROPOSED FOUR GANG UTILITY RACK, RE: 1/E4 LANDSCAPING PLAN SCALE: ii2W =009 0' 5' 10' 20' 30' PROPOSED 8' EVERGREEN TREES ON 15'-0" (20'-0" MAX) CENTER ALL THE WAY AROUND SITE COMPOUND (TYP.) TRUE NORTH (0' 36' E) MAG GENERAL PLANTING NOTES: 1. ALL PLANTS MUST BE HEALTHY, VIGOROUS MATERIAL, FREE OF PESTS AND DISEASE. 2. ALL PLANTS MUST BE CONTAINER -GROWN OR BALLED AND BURLAPPED AS SPECIFIED. 3. ALL TREES MUST BE STRAIGHT TRUNKED, FULL HEADED AND MEET ALL REQUIREMENTS. 4. ALL PLANTS ARE SUBJECT TO THE APPROVAL OF THE ENGINEER'S REPRESENTATIVE BEFORE, DURING, AND AFTER INSTALLATION. 5. ALL PLANTS AND PLANTING AREAS MUST BE COMPLETELY MULCHED OR COVERED IN PINE STRAW AS SPECIFIED. 6. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL AVOID DAMAGE TO ALL UTILITIES DURING COURSE OF THE WORK. 7. THE CONTRACTOR IS RESPONSIBLE FOR FULLY MAINTAINING ALL PLANTING (INCLUDING, BUT NOT LIMITED TO: WATERING, SPRAYING, MULCHING, FERTILIZATION, ETC.) OF PLANTING AREAS UNTIL THE WORK IS ACCEPTED IN TOTAL BY THE ENGINEER'S REPRESENTATIVE. B. THE CONTRACTOR AGREES TO PERFORM ALL LANDSCAPE MAINTENANCE (INCLUDING WATERING) THROUGHOUT THE ONE YEAR GUARANTEE PERIOD UNLESS OTHERWISE DETERMINED. 9. THE CONTRACTOR SHALL COMPLETELY GUARANTEE ALL PLANT MATERIAL FOR A PERIOD OF ONE YEAR AND MAKE ALL REPLACEMENTS BEFORE OR AT THE END OF THE GUARANTEE PERIOD. 10. THE ENGINEER'S REPRESENTATIVE WILL APPROVE THE STAKED LOCATION OF ALL PLANT MATERIAL PRIOR INSTALLATION. 11. AFTER BEING DUG AT THE NURSERY SOURCE, ALL TREES IN LEAF SHALL BE ACCLIMATED FOR TWO (2) WEEKS UNDER A MIST SYSTEM PRIOR TO INSTALLATION. 12. ANY PLANT MATERIAL THAT DIES, TURNS BROWN OR DEFOLIATES (PRIOR TO TOTAL ACCEPTANCE OF THE WORK) SHALL DE PROMPTLY REMOVED FROM THE SITE AND REPLACED WITH MATERIAL OF THE SAME SPECIES, QUANTITY, SIZE AND MEETING ALL SPECIFICATIONS. 13. STANDARDS SET FORTH IN "AMERICAN STANDARD FOR NURSERY STOCK", LATEST EDITION, REPRESENTS GUIDELINE SPECIFICATIONS ONLY AND SHALL CONSTITUTE MINIMUM QUALITY REQUIREMENTS FOR PLANT MATERIAL. 14. ALL TREE PROTECTION MEASURES SHALL BE INSTALLED PRIOR TO GRADING. 15. UNDISTURBED BUFFERS SHALL BE REPLANTED TO BUFFER STANDARDS WHERE SPARSELY VEGETATED OR WHERE DISTURBED AT APPROVED UTILITY CROSSINGS. REPLANTING IS SUBJECT TO COUNTY ARBORIST. 16. SEE PLAN FOR MINIMUM PLANT SIZE, HEIGHT. QUANTITY SCIENTIFIC NAME COMMON NAME MATURE SIZE (HT X WT) 12 "JUNIPERUS COMMUNIS" COMMON JUNIPER 5-10 FT X 8-15 FT PINESTRAW MULCH - 2" SETTLED LAYERS OF CLEAN STRAW TRUNK CALIPER SHALL MEET ANSI Z60 CURRENT EDITION FOR ROOT BALL SIZE ROUND -TOPPED SOIL BERM 4" HIGHx8" WIDE ABOVE ROOT BALL SURFACE SHALL BE CONSTRUCTED AROUND THE ROOT BALL. BERM SHALL BEGIN AT ROOT BALL PERIPHERY. EXISTING SOIL BOTTOM OF ROOT BALL RESTS ON EXISTING OR RECOMPACTED SOIL 5X WIDEST DIMENSION OF ROOT BALL 2 TREE PLANTING DETAIL SCALE: N.T.S. PRIOR TO MULCHING, LIGHTLY TAMP SOIL AROUND THE ROOT BALL IN 6" LIFTS TO BRACE TREE. DO NOT OVER COMPACT. WHEN THE PLANTING HOLE HAS BEEN BACKFILLED, POUR WATER AROUND THE ROOT BALL TO SETTLE THE SOIL. 4" LAYER OF MULCH. NO MORE THAN 1" OF MULCH ON TOP OF ROOT BALL. (SEE SPECIFICATIONS FOR MULCH). LOOSENED SOIL. DIG AND TURN THE SOIL TO REDUCE COMPACTION TO THE AREA AND DEPTH SHOWN. ORIGINAL GRADE FINISHED GRADE VENDOR: T, r Mobile. 4533 ENTERPRISE DR. OKLAHOMA CRY, OK 73128 BR NCH COMMUNICA T/ONS,LLC BRANCH COMMUNICATIONS 1516 S BOSTON AVE STE 215 TULSA, OKLAHOMA 74119 (918) 949-4551 I1PRODUCED BY: ►DE BOER MICHAEL T. DE BOER 965 WYNSTONE DRIVE JEFFERSON, SD 57038 605-422-1548 SITE NAME: AR01213A SITE NUMBER: AR01213A SITE ADDRESS: 9300 GEYER SPRINGS ROAD LITTLE ROCK AR 72209 I ENGINEER: S-jATE Op- �--,Zl ARKANSAS �J 9847 O.� NIfI� ~� T , Ck�15 +E _ r� INC DATE DESCRIPTION BY A 5/8/15 PRELIM ISSUE IWM 0 5/22 15 CONST ISSUE IWM 1 6/1/15 CONST ISSUE tIDP SHEET TITLE: LANDSCAPING PLAN & DETAILS SHEETNUM : C 9 PROJECT #: NUMBER ASI N: w I BY: CKD BY: JWM JWM m--91MIIAir4 IxdM N ..FlA 1481' LWPU D , Lr. N4f•4r 1NAD L ORc. trei•m111.'.r.xr w0 as COXON elR Ax FA Marro. .— ��� � mlIBD1e0 9Car PILTOR - I.M006b I� - iONOA'88S SDSDMIMN I! ��,.: I 5', I -r�07 - _ _ _ NC7•aeta�C s7s.Ps• : r ,aDxb AxCIA' !mNI { - i ----.d�V'Y aRr�GIGI yam! ✓QMH' ` �. _ - ._ - - - - - - - ` - --- -- - - -- �- " _ .. 96' 60'1 I + � '_` � � � rZ .•.:. - - $`!I'f.. SGL$. I•��3A'� I E I r� 1 I c - � •.rai'x.rr%rarr PARRWEr Act= i� � � - .. .. .. :::1-. .• . 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A[+7h'L=.r, ro rea r:cr.•. fe/f l erorrl I D is x iffi' �ioPruA /`tees Puie�, r. r.:• $Q7'Or'�1'F SE6,87' S qllrg�w ORM s4' AlarrW ►Ir "••µ•«+,4srAlccr`'' �i '^ Z KEEN E A EIT An �YxAa = co w cwc�� CD SU aDeR MG x�a_ II 0:1 -4 LU AP x L 1 lfy°c V� a10. 1509 ���"•RKA NS�� i� � � z o R1961D 1/10/16 LRIIIarD IdI.4r PIlrL'D m f0' S fr Mobile s I I. I 12980 FOSTER, SUITE 200, OVERLAND PARK, KS 66213 SITE INFORMATION SITE TYPE: MONOPOLE SITE NAME: AR01213 SITE NUMBER: AR01213 SITE ADDRESS: 9300 GEYER SPRINGS ROAD LITTLE ROCK, AR 72209 COUNTY: PULASKI COUNTY JURISDICTION: CITY OF LITTLE ROCK OCCUPANCY TYPE: UNMANNED A.D.A. COMPLIANCE: FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION. APPLICANT: T -MOBILE 12980 FOSTER ST OVERLAND PARK, KS 66213 877-878-7326 SITF COORDINATES [NAD 83): LATITUDE: N. 34' 39' 54.613" LONGITUDE: W. -92' 20' 47.192" GROUND ELEVATION: 272.95' (AMSL) PROPERTY OWNER - SOUTH SIDE CHURCH OF CHRIST ' 501-398-4499 TOWER OWNER: BRANCH TOWERS 1516 S BOSTON AVE TULSA, OK. 74119 918-949-4551 SITE NAME: LR CHURCH OF CHRIST SITE NUMBER: AR -0013 DESIGNER: _ BRANCH COMMUNICATIONS, LLC 1516 SOUTH BOSTON AVE. STE 215 TULSA, OK. 74119 CONTACT: JAMES W MCCOY PHONE: (918) 261-1875 ARCH ITECT/ENGI NEER: MICHAEL T. DE BOER 965 WYNSTONE DRIVE JEFFERSON, SO 57038 CONTACT: MICHAEL T. DE BOER PHONE: (605) 422-1548 ILLFPHONE COMPANY: POWER COMPANY: WINDSTREAM ARKANSAS ELECTRIC COOP 501-398-4499 855-852-9460 T -MOBILE SITE NUMBER: T -MOBILE SITE NAME: BRANCH TOWERS SITE NUMBER BRANCH TOWERS SITE NAME: SITE ADDRESS: NEW EQUIPMENT AND ANTENNAS ON: Vsa�u Old AU Mayflower,:! Cabot Ij Pali; m RoIsno' `r� Gravel Ridge. Jacksonv3ee T4aumele Q sherwoodo `SSnwo'-m-- - — A 4( k S S � -- SOI LR Church of Christ LID lormham- D 34.66517�N 92.34629°W ti �. Shannon. 4� &S' nt, Iron Springs. v .-� Menton ]B7) f AR01213 AR01213 AR -0013 LR CHURCH OF CHRIST 9300 GEYER SPRINGS ROAD LITTLE ROCK AR 72209 PROPOSED 150' MONOPOLE r VICINITY MAP N.T.S. i LOCATION MAP N.T.S. DRIVING DIRECTIONS DEPART LITTLE ROCK NATIONAL AIRPORT, LITTLE ROCK AR 72202, ANNIE M BANKHEAD DR 0.3 MI (RIGHT) ONTO 1-440 2.3 MI 1-30 AT EXIT 138A, TURN LEFT ONTO RAMP 0.2 MI 1-30 W (RIGHT) ONTO 1-30 5.1 MI 1-30 W AT EXIT 133, TURN RIGHT ONTO RAMP 0.3 MI GEYER SPRINGS ROAD (SOUTH) ONTO GEYER SPRINGS RD 0.9 MI (WEST) ONTO DENHAM DR 0.1 MI (SOUTH) ONTO LOCAL ROAD(S) 98 YDS ARRIVE LR CHURCH OF CHRIST A&E DRAWING REVIEW TITLE: SIGNATURE: DATE: PROPERTY OWNER: T -MOBILE CONSTRUCTION MGR: ZONING APPROVAL: RF ENGINEER: SITE ACQUISITION: STATUS CODE: ONE CALL NUMBER: Arkansas One Call 8M ;;zl '�66 Know what's below. 0811 before you dig. CALL ARKANSAS ONE CALL 811 (800) 482-8998 CALL 3 WORKING DAYS BEFORE YOU DIGI DO NOT SCALE DRAWINGS 1 ACC£PTEO-WITH OR NO COMMENTS, CONSTRUCTION MAY PROCEED 2 NOT ACCEPTED -RESOLVE COMMENTS AND RESUBMIT CONTRACTOR SHALL VERIFY ALL PLANS AND EXISTING DIMENSIONS AND CONDITIONS ON THE JOB SITE AND SHALL IMMEDIATELY NOTIFY THE FQUO ING PARTIES HEItMy APPROVE AND ACCEPT THESE aocuwENrs AND AUMNIZE THE ENGINEER IN WRITING OF ANY DISCREPANCIES BEFORE THE CONTRACTOR TD PROCEED WITH THE CONSTRUCTION OESCRBKD WRON. ALL DOCUUENTS ARE SUBJECT TO REVIEW BY RIE LOCAL 13UILDING DEPARTWENT AND MAY IMPOSE CHALICES PROCEEDING WITH THE WORK OR BE RESPONSIBLE FOR SAME. ON LSDDIFTGTKWS. DRAWING INDEX NO DESCRIPTION T1 TITLE SHEET GN1 GENERAL NOTES GN2 GENERAL NOTES SV -1 SURVEY C1 OVERALL SITE PLAN C2 OVERALL AND ENLARGED SITE PLANS C3 ANTENNA ORIENTATION AND MOUNT C4 ANTENNA SCHEDULE C5 WAVEGUIDE DETAILS C6 COMPOUND DETAILS C7 CIVIL DETAILS C8 SIGNAGE DETAILS C9 LANDSCAPING PLAN AND DETAILS S1 CONCRETE PAD DETAILS E1 UTILITY PLAN AND CONDUIT LAYOUT DIAGRAM FE3 ELECTRICAL DETAILS PPC H -FRAME DETAILS ANTENNA ONE -LINE DIAGRAM ANTENNA ONE -LINE DIAGRAM E6 UTILITY RACK DETAILS G1 COMPOUND GROUNDING PLANS G2 GROUNDING DETAILS G3 GROUNDING DETAILS CODE COMPLIANCE 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. BUILDING/DWELLING CODE: IBC 2012 STRUCTURAL CODE: IBC 2012 �� rn whI■ PLUMBING CODE:IPC 2012 MECHANICAL CODE: IMC 2012 eN ELECTRIC CODE: NEC 2014 ` FIRE/LIFE SAFETY CODE: IBC 2009, IFC 2012 PA VENDOR: T • -Mobile. 4533 ENTERPRISE DR. OKLAHOMA CITY, OK 73128 BR NCH COMMU/V/CAT/ONS, LLC BRANCH COMMUNICATIONS 1516 S BOSTON AVE STE 215 TULSA, OKLAHOMA 74119 (918) 949-4551 BY: DE BOER MICHAEL T. DE BOER 965 WYNSTONE DRIVE JEFFERSON, SO 57038 605-422-1548 SITE NAME: AR01213 SITE NUMBER: AR01213 SITE ADDRESS: 9300 GEYER SPRINGS ROAD LITTLE ROCK AR 72209 SSpTE OF t-4 PROFESSIONAL ENGINEER No. 9847 ; +F� T. d�,�►�2, ISSUE ISSUE TITLE SHEET NUMBER 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 INDICATED 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 CONTRACTOR -OF -RECORD, AND PROVIDING 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. 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, INCLUDING 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/CEILING. 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 INITIATED 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 CHANCES 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 13Y 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 REOUEST IDENTIFY 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 SUBSTITUTIONS. B. SUBMIT ALL NECESSARY PRODUCT DATA AND CUT SHEETS WHICH PROPERLY INDICATE AND DESCRIBE THE ITEMS. PRODUCTS AND 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 TIA/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 (AISC) • 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 LIKE 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 SUPPUEO 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. NOTIFY 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 POLICIES. 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, FERTILIZED 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 SITE 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, BAND 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 ANI] 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. VENDOR: 4533 ENTERPRISE DR. OKLAHOMA CITY, OK 73128 BR NCH COMMUN/CAT/ONS, LLC BRANCH COMMUNICATIONS 1516 S BOSTON AVE STE 215 TULSA, OKLAHOMA 74119 (918) 949-4551 PROD DE BQER MICHAEL T. DE BOER 965 WYNSTONE DRIVE JEFFERSON, SO 57038 605-422-1548 SITE NAME: AR01213 SITE NUMBER: AR01213 SITE ADDRESS: 9300 GEYER SPRINGS ROAD LITTLE ROCK AR 72209 ENGINEER: .�/1��/��� (,(II 5'1ATE a'� ii �S � REGISTERED k PROFESSIONAL ENGINEER No. 9847 r i IVO DATE DESCRIPTION BY A 518/15 PRELIM ISSUE IWM 0 5 22/15 CONST ISSUE IWM :SHEET TITLE: GENERAL NOTES SHEETNU : GIN 1 PROJECT #: NUMBER I I N 0 1BJWM C 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 (HOT -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-22370OTBO 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. B. 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 SQ 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 TFN 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. FENCE (IF REQUIRED) 1.1 WORK INCLUDED REFER TO SITE PLANS FOR SIZE AND LOCATION OF FENCE AND GATES TO BE INSTALLED. 1.2 RELATED WORK A. COORDINATE FENCE GROUNDING WITH ELECTRICAL SUBCONTRACTOR. B. REFER TO DIVISION 2 - CONCRETE FOR SPECIFICATION OF CONCRETE AND GROUT 1.4 SEQUENCING A. IF THE SITE AREA HAS BEEN BROUGHT ON TO SURFACE COURSE ELEVATION PRIOR TO FENCE CONSTRUCTION, FENCE POST EXCAVATION SPOILS MUST BE CONTROLLED TO PRECLUDE CONTAMINATION OF SIDE SURFACE COURSE. 1.5 SUBMITTALS A. MANUFACTURER'S DESCRIPTIVE LITERATURE. B. CERTIFICATE OF COMPLIANCE THAT SPECIFICATIONS HAVE BEEN MET. 2.1 FENCE MATERIAL A. ALL FABRIC WIRE, RAILS, POLES, HARDWARE AND OTHER STEEL MATERIALS SHALL BE HOT -DIPPED GALVANIZED. B. FABRIC SHALL BE SIX FOOT HIGH (VERIFY W/PROJECT MANAGER) TWO-INCH CHAIN LINK MESH OF NO. 9 GAUGE (0.148') WIRE. THE FABRIC SHALL HAVE A KNUCKLED FOR THE TOP AND BOTTOM EDGES, FABRIC SHALL CONFORM TO SPECIFICATIONS OF ASTM A-392 CLASS 1. C. ALL POSTS SHALL BE SCHEDULE 40 GALVANIZED STEEL PIPE AND SHALL BE TYPE 1 ASTM A=128 AND OF THE FOLLOWING DIAMETER (OD PER FENCE INDUSTRY STANDARD). LINE 2 INCHES CORNER 3 INCHES GATE 3 1/2 INCHES D. ALL TOP AND BRACE RAILS SHALL BE 1 1/4" DIAMETER SCHEDULE -- 40 MECHANICAL SERVICE PIPE. FRAMES SHALL HAVE WELDED CORNERS. E. GATE FRAMES SHALL HAVE A FULL -HEIGHT VERTICAL BRACE AND A FULL -WIDTH HORIZONTAL BRACE, SECURED IN PLACE BY USE OF GATE BRACE CLAMPS. F. GATE HINGES SHALL BE MERCHANTS METAL MODEL 64386 HINGE ADAPTER WITH MODEL 6409, 188 DEGREE ATTACHMENT, OR EQUAL. G. THE GUIDE (LATCH ASSEMBLY) SHALL BE MERCHANTS METAL MODEL 2083, OR EQUAL. H. LATCHES, STOPS AND KEEPERS SHALL BE PROVIDED FOR ALL GATES. I. ALL STOPS SHALL HAVE KEEPERS CAPABLE OF HOLDING THE GATE LEAF IN THE OPEN POSITION. J. DOUBLE GATE SHALL HAVE A HEIGHT PLUNGER BAR WITH DOME CAP. K. A NO. 9 GAUGE ZINC COATED TENSION WIRE SHALL BE USED AT THE BOTTOM OF THE FABRIC, TERMINATED WITH BAND CUPS AT CORNER AND GATE POSTS. L. PLACE A SIX INCH BY 1/2 INCH DIAMETER EYE -BOLT TO HOLD TENSION WIRE AT LINE POSTS. M. STRETCHER BARS SHALL BE 3/16 BY 3/4 INCH OR HAVE EQUIVALENT CROSS SECTION AREA. N. ALL CORNER GATE AND END PANELS SHALL HAVE A 3/8 INCH TRUSS ROD WITH TURNBUCKLES. 0. ALL POST EXCEPT GATE POST SHALL HAVE A COMBINATION CAP AND BARBED WIRE SUPPORTING ARM. GATE POSTS SHALL HAVE A DOME CAP. P. OTHER HARDWARE INCLUDES BUT MAY NOT BE LIMITED TO TIE CLIPS, BAND CLIPS AND TENSION BAND CLIPS. Q. BARBED WIRE GATE GUARDS SHALL BE FITTED WITH DOME CAPS. R. BARBED WIRE SUPPORT AND SHALL BE CAST IRON WITH SET BOLT AND LOCK WIRE IN THE ARM. S. ALL CAPS SHALL BE CAST IRON. EXECUTION 3.1 EQUIPMENT EXCAVATE POST HOLES WITH MECHANICAL AUGER EQUIPMENT 3.2 INSPECTION EXCAVATE POST HOLES PER CONSTRUCTION DOCUMENTS. CONFIRM PROPER DEPTH AND DIAMETER OF POST HOLE EXCAVATIONS. 3.3 I N STALLATI O N A. POST FOUNDATIONS SHALL HAVE A MINIMUM SIX-INCH CONCRETE COVER UNDER POST. B. ALL FENCE POSTS SHALL BE VERTICALLY PLUMB WITHIN ONE INCH IN EIGHT FEET. C. AT CORNER POSTS, GATE POSTS AND SIDES OF GATE FRAME, FABRIC SHALL BE ATTACHED STRETCHER AND TENSION BAND -CLIPS AT 15 INCH INTERVALS. D. AT UNE POSTS, FABRIC SHALL BE ATTACHED WITH SANDS -CLIPS AT 15 INCH INTERVALS. E. ATTACH FABRIC TO BRACE RAILS, TENSION WIRE TRUSS RODS WITH TIE CLIPS AT FOOT INTERVALS. F. A MAXIMUM GAP OF TWO INCHES WILL BE PERMITTED BETWEEN THE CHAIN LINK FABRIC AND THE FINAL GRADE. G. GATE SHALL BE INSTALLED SO LOCKS ARE ACCESSIBLE FROM BOTH SIDES. H. CONCRETE FOR FENCE POST SHALL HAVE A MINIMUM OF 2,500 PSI BREAKING STRENGTH AT 28 DAYS. 3.4 PROTECTION UPON COMPLETION OF ERECTION, INSPECT FENCE MATERIAL AND PAINT FIELD CUTS OR GALVANIZING BREAKS WITH ZINC -BASED PAINT COLOR TO MATCH THE GALVANIZED PROCESS. VENDOR: T • !Mobile. 4533 ENTERPRISE DR. OKLAHOMA CITY, OK 73128 BR NCH COMMUN/CAT/ONS,LLC BRANCH COMMUNICATIONS 1516 S BOSTON AVE STE 215 TULSA, OKLAHOMA 74119 (918) 949-4551 PROD DE BOHR MICHAEL T. DE BOER 965 WYNSTONE DRIVE JEFFERSON, SD 57038 605-422-1548 SITE NAME: AR01213 SITE NUMBER: AR01213 SITE ADDRESS: 9300 GEYER SPRINGS ROAD LITTLE ROCK AR 72209 5'L ATE O,e S -L PROFESSIONAL ENGINEER No. 9847 I =FC T. 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ANO m 1TrxIA r+n IN " noca PfAfx ,e E OF Aur,,Z r• AIC-MMs= � KEEN �� = - _ M SURVEYING y ; 3 LLC U F NO, 1509 y r3'tiy.Lwn7 ` gA'KA NSA° AerLVD I/1 a/la CLGNaaD A6I31' PIrCEL fD Io' S Ia' NNn�uo '�o�yciU mt`m�ti Wa2wZ POWER POLE* LIGHT POLE SW4AiT UM nN4W40 TRU 0 CCppS� Om LDr E, All[mA-i prNmrar cryl.Oe.M fw M FNI em w umi Axs fc+rA.w LalrrR, Axxdlaw "Tr w Aaf :_ rYNarin oNrrrruN SraAnn'D➢rraaN m mr art or elTrar mm s I' 111 ralLarr ARQY9IR Aml¢r rlrNnrueAnr acacELRn Ar raaLom; fal� AT »rr Nr rDwme fw sem eOT a• THrrAOr sxlrA mars.• ram 'Lara rlv YswrA srNr a cua IaT +, A alrwrci Br Mur: r m Joom ¢a•rr+r rrsr, s l TA= NvarA um Irmo, urTexu a rn,T¢ razT m ru rwrr or arwNNare: TNrrLY emrfr xvrfr rear. 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ANO m 1TrxIA r+n IN " noca PfAfx ,e E OF Aur,,Z r• AIC-MMs= � KEEN �� = - _ M SURVEYING y ; 3 LLC U F NO, 1509 y r3'tiy.Lwn7 ` gA'KA NSA° AerLVD I/1 a/la CLGNaaD A6I31' PIrCEL fD Io' S Ia' NNn�uo '�o�yciU mt`m�ti Wa2wZ 130.01 ' `FOUND ANGLE IRON (N88°50'E 673.71') S87°31'45"E 673.23' 147'-6" FACE OF TOWER1 PROPOSED 20'-0" LOT 2 fwyxf ACCESS EASEMENT 3 PARKVIEW CHRISTIAN CHURCH ADDITION !SHEET TITLE: OVERALL SITE PLAN TOWER TO PROPERTY LINE AT GEYER 0 I N O 8Y: JWM SPRINGS F PROPOSED 40'x40' LEASE � -' AREA w a u- 0 n p Z LONG i1792'20'4 1.92° A'.9D 83 w U o ~ a w GROUND ELLV - . 95 A':1VD 88 u< a PROPOSED COMPOUND w M I ELEVATION TO BE 273' a w w P, I o PROPOSED COMPOUND, C m c I to °0 RE: 1 /C2 EXISTING TYPICAL POWER POLE, NOTE. BASE FLOOD ELEVATION IS 273' Law PROPOSED 40'x40' WOODEN FENCED COMPOUND, RE: 1/C5 224'-B" FACE OF TOWER TO BUILDING PROPOSED 150' BRANCH TOWERS MONOPOLE, RE: 1/C3 139'-0" TO EQUIPMENT PAD 147'-6" FACE OF TOWER1 PROPOSED 20'-0" E fwyxf ACCESS EASEMENT 524'-p" TO FACE OF !SHEET TITLE: OVERALL SITE PLAN TOWER TO PROPERTY LINE AT GEYER PROJECT #: BE NUMBER I N O 8Y: JWM SPRINGS F PROPOSED 40'x40' LEASE � -' AREA w a LAT A!34'39 54 :13" '.1U 83 n p Z LONG i1792'20'4 1.92° A'.9D 83 o ~ a w GROUND ELLV - . 95 A':1VD 88 w 0 a PROPOSED COMPOUND w CY ELEVATION TO BE 273' a w w I o C m c I to °0 EXISTING TYPICAL POWER POLE, I OVERALL SITE PLAN SCALE: 0' 10' 20' 30' 40' NOTES: 1. SITE PLAN SHOWN BELOW TAKEN FROM INFORMATION PROVIDED ON PRELIMINARY SURVEY DRAWINGS. CONTRACTOR TO VERIFY ALL EXISTING — INFORMATION IS AS INDICATED ON SITE PLAN. CONTRACTOR IS TO ESTABLISH THE EXISTENCE — AND LOCATION OF ALL EXISTING OVERHEAD AND UNDERGROUND UTILITIES. IMMEDIATELY NOTIFY THE CONSTRUCTION MANAGER OF ANY DISCREPANCIES. 2. EXISTING INFORMATION INDICATED ON THE SITE PLAN WAS REPRODUCED INFORMATION PROVIDED ON PRELIMINARY SURVEY DRAWINGS. BRANCH COMMUNICATIONS, LLC DOES NOT GUARANTEE, OR ENSURE THE PRECISION, ACCURACY, OR CORRECTNESS AND ASSUMES NO RESPONSIBILITY OR LIABILITY FOR DAMAGES, LOSS OF REVENUE, OR INJURY THAT MIGHT OCCUR. THE INFORMATION SUPPLIED BY THE CUSTOMER WAS INCORPORATED FOR REFERENCE ONLY. EXISTING BUILDING, TYR ASPHALT TRUE NORTH (0' 36' E) MAG rVENDOR: T ' •Mobile• 4533 ENTERPRISE DR. OKLAHOMA CITY, OK 73128 BR NCH COMMUN/CAT/ONS,LLC BRANCH COMMUNICATIONS 1516 S BOSTON AVE STE 215 TULSA, OKLAHOMA 74119 (918) 949-4551 rPRODUCED BY: vE ,IBOHR MICHAEL T. DE BOER 965 WYNSTONE DRIVE JEFFERSON, SO 57038 605-422-1548 SITE NAME: AR01213 SITE NUMBER: AR01213 SITE ADDRESS: 9300 GEYER SPRINGS ROAD LITTLE ROCK AR 72209 ENGINEER: 0111I SI AfE0,, PROFESSIONAL ENGINEER �X, No. 9847 FL T. O�j NO DATE DESCRIPTION A 5J8 15 PRELIM ISSUE 0 5 22 15 CONST ISSUE fwyxf !SHEET TITLE: OVERALL SITE PLAN SHEET 1 NUMBER: C/ PROJECT #: BE NUMBER I N O 8Y: JWM $Y: JWM 0 x 40'-0" 20'-0" 20'-0" x x x x x x x x x PROPOSED GRAVEL x COMPOUND, RE: 5/C6 o PROPOSED 8'-0" WOOD FENCE, RE: 1/C6 x PROPOSED SIGNAGE, SHEET CB x PROPOSED BRANCH TOWERS PROPOSED 12'-0" 150' MONOPOLE, RE: 1/C3 T GATE, RE: 1/C6 _ o i a PROPOSED T -MOBILE ICE BRIDGE, SEE SHEET C5 PROPOSED 12'-0" - ° ° ACCESS ROAD, RE: 3/C6 °p po PROPOSED T -MOBILE 10'-0"x12'-0" CONCRETE +;•, EQUIPMENT PAD, RE: 2/C2 20'-0" ACCESS/UTILITY — PROPOSED T -MOBILE PPC & FIBER EASEMENT CABINET ON H -FRAME, + SEE SHEET E3 ++'+ PROPOSED T -MOBILE 10'-0"x20'-0" LEASE AREA 8 x 0 L PROPOSED CONCRETE PAD, RE: 1/Sl i� — 11'-O" 5'-0" i A FOR SITE CIVIL DETAILS RE: SHEET C7 PROPOSED MULTI -TENANT TRUE NORTH 4 OVERALL SITE PLAN unLrrY RACK, RE: 1/E6 (° MAG E) _ o i `ol I C40 PROPOSED LANDSCAPING, SEE SHEET C9 FOR DETAILS -o��o- BY O ARKANSAS 12'-0" + + +T+T+ PROFESSIONAL ENGINEER i �+ T. SHEETNUM : C w L) PROJECT # NUMBER PPC CABINET, SHEET E3 PROPOSED LOWER •++;+• r PROPOSED GPS +'+++�+ $ ANTENNA, RE. 4/C5 +*+++++ + + + $ COVP BOX MOUNTED a TO UNISTRUT ON ++++++r* ++', I PAD, RE: 3/S1 PROPOSED ICE PROPOSED T -MOBILE ++ * N ENLARGED SITE PLAN (° MAG E) ,BRIDGE POST 0 I io SCALE: - 0' 5' 10' 20' 30' VENDOR: T • • Mobile • 4533 ENTERPRISE DR. OKLAHOMA CITY, OK 73128 BR NCH COMMUN/CAT/ONS,LLC BRANCH COMMUNICATIONS 1516 S BOSTON AVE STE 215 TULSA, OKLAHOMA 74119 (918) 949-4551 PRODUCED BY: -11 DE BOHR MICHAEL T. DE BOER 965 WYNSTONE DRIVE JEFFERSON, SO 57038 605-422-1548 SITE NAME: AR01213 SITE NUMBER: AR01213 SITE ADDRESS: 9300 GEYER SPRINGS ROAD LITTLE ROCK AR 72209 ENGINEER: I�Irov" ��� BY O ARKANSAS 0 CONST ISSUE ifi','I PROFESSIONAL ENGINEER i �+ T. SHEETNUM : C w L) PROJECT # NUMBER PPC CABINET, SHEET E3 PROPOSED LOWER •++;+• r 5 N $ $ COVP BOX MOUNTED TO UNISTRUT ON ++++++r* ATTACHED TO CONCRETE PAD, RE: 3/S1 PROPOSED ICE + +* ENLARGED SITE PLAN (° MAG E) ,BRIDGE POST a P OPOSED' T -MOBILE++ %j I PROPOSED SSC i-4 - DISCONNECT AB1NET ,*+ + *++- + f PROPOSED H -FRAME ATTACHED TO CONCRETE + * f ++ PAD, RE: 3/Sl + *+ + *+ * n + + SCALE: - 0' 5' 10' 20' 30' VENDOR: T • • Mobile • 4533 ENTERPRISE DR. OKLAHOMA CITY, OK 73128 BR NCH COMMUN/CAT/ONS,LLC BRANCH COMMUNICATIONS 1516 S BOSTON AVE STE 215 TULSA, OKLAHOMA 74119 (918) 949-4551 PRODUCED BY: -11 DE BOHR MICHAEL T. DE BOER 965 WYNSTONE DRIVE JEFFERSON, SO 57038 605-422-1548 SITE NAME: AR01213 SITE NUMBER: AR01213 SITE ADDRESS: 9300 GEYER SPRINGS ROAD LITTLE ROCK AR 72209 ENGINEER: I�Irov" ��� BY O ARKANSAS 0 CONST ISSUE ifi','I PROFESSIONAL ENGINEER i �+ T. SHEETNUM : C w L) PROJECT # NUMBER ! t N O O I 5 N PROPOSED ICE BRIDGE ATTACHED TO CONCRETE PAD, RE: 3/S1 TRUE NORTH ENLARGED SITE PLAN (° MAG E) SCALE: - 0' 5' 10' 20' 30' VENDOR: T • • Mobile • 4533 ENTERPRISE DR. OKLAHOMA CITY, OK 73128 BR NCH COMMUN/CAT/ONS,LLC BRANCH COMMUNICATIONS 1516 S BOSTON AVE STE 215 TULSA, OKLAHOMA 74119 (918) 949-4551 PRODUCED BY: -11 DE BOHR MICHAEL T. DE BOER 965 WYNSTONE DRIVE JEFFERSON, SO 57038 605-422-1548 SITE NAME: AR01213 SITE NUMBER: AR01213 SITE ADDRESS: 9300 GEYER SPRINGS ROAD LITTLE ROCK AR 72209 ENGINEER: I�Irov" ��� BY + ARKANSAS 0 CONST ISSUE ifi','I PROFESSIONAL ENGINEER �i No, 9847 'FC �+ T. SHEETNUM : C w L) PROJECT # NUMBER ! t N O PE III 9857.. DP. 1 5 1V0 DATE DESCRIPTION BY Ar22PRELIM ISSUE IWM 0 CONST ISSUE IWM SHEET TITLE: OVERALL AND ENLARGED SITE PLAN SHEETNUM : C w L) PROJECT # NUMBER ! t N O BY: JWM CKD BY: JWM DIM nm to= 11m T0WER OVETT= TOP OF TOWER ELEV. - 154 THESE DRAWINGS ARE NOT INTENDED TO REFLECT THE STRUCTURAL EI 150 INTEGRITY OF THE TOWER. THE PROPOSED ANTENNAS AND TRANSMISSION FUTURE ANTENNAS LINES SHOWN ARE REPRESENTATIVE IN NATURE AND DO NOT REFLECT THE 14 ACTUAL CONFIGURATIONS REQUIRED. THE CONTRACTOR SHALL REFER TO THE PROPOSED 4'-0" LIGHTING ROD 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 Ak FUTURE ANTENNAS STRICT ACCORDANCE WITH THE STRUCTURAL ANALYSIS. (TOWER BY OTHERS) ANDREW TMBXX-6517-A2M -- ALPHA ANTENNAS TYPICAL OF (9), AZIMUTH 0' (1) PROPOSED LARGE COVP BOX FUTURE ANTENNAS RE: C3 4 / MOUNTED TO 2 3/8" O.D. MOUNTING M-1 PIPE AND CROSSOVER PLATE TOP OF PROPOSED T -MOBILE ANTENNAS ELEV. = 125 -1 2/C2 A-3 A-2 FUTURE A-1 (3) PROPOSED FRIG T -M BILE ANTENw__$: _qqr_ ELEV. = 122' PROPOSED: (9) NEW ANTENNAS (3) FUTURE ANTENNAS (1) NEW MW DISH (8) NEW RRU'S (3) FUTURE RRU'S (2) NEW COVP/HYBRID J -BOX (1) NEW PLATFORM W/HANDRAILS (1) NEW 1 5/8" HYBRID LINE (6) NEW 7/8" COAX LINE (1) NEW 1/2" COAX MW FEEDER SEF SHEET C4 FOR EQUIPMENT SCHEDULE F PROPOSED T -MOBILE ANTENNAS 3/C2 C-1 FUTURE GAMMA AZIMUTH 240' C-2 COMMSCOPE LNX 6515 DS VTM J ANTENNAS TYPICAL OF (3) C-3 PROPOSED BRANCH TOWERS PROPOSED ALT FABRICATION PLATFORM 150' MONOPOLE WITH HANDRAILS PART # 2123LD-12HR r) ANTENNA AZIMUTH PLAN a I a � •i PROPOSED TOWER ELEVATION I SCALE: N.T.S. L+ SCALE: N.T.S. CABLE NOTE: 1. HYBRID CABLE ATTACHMENTS SHOULD FOLLOW MANUFACTURER SPECIFICATIONS FOR ATTACHMENT AND HANGING SPECS. 2. ROUTE COAX UP TOWER PER STRUCTURAL ANALYSIS. EXISTING MONOPID PROPOSED COAX: (6) 7/8" COAX C PROPOSED COAX: (1) 1/2" MW FEE v B-3 0 PROPOSED FXFC RRU MOUNTED ON RRU MOUNTING PIPE, TYP. OF (2) B-2 [,�J�MBETA FUTURE B-1 _. _SED COAX: (2) 1 5/8" HYBRID LINE 3 TRANSMISSION LINE DIAGRAM SCALE: N.T.S. 1/2" COAX JUMPE FROM RRU TO ANI JUMPER SUPPORT STAND-OFF WITH CUSHION HANGERS OR STEEL BRACKE WITH SNAP -IN HANGER TRUE NORTH (0' 36' E) MAG A ANTENNA MOUNT DETAIL 't 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 VENDOR: T -Mobile.. 4533 ENTERPRISE DR. OKLAHOMA CITY, OK 73128 BR NCH COMMUN/CAT/ONS,LLC BRANCH COMMUNICATIONS 1516 S BOSTON AVE STE 215 TULSA, OKLAHOMA 74119 (918) 949-4551 PRODUCED BY: DE BOER MICHAEL T. DE BOER 965 WYNSTONE DRIVE JEFFERSON, SD 57038 605-422-1548 SITE NAME: AR01213 SITE NUMBER: AR01213 SITE ADDRESS: 9300 GEYER SPRINGS ROAD LITTLE ROCK AR 72209 f//r-1-111--1 $'VpTE OF r___'4 PROFESSIONAL ENGINEER No.9847 I T. NO DATE DESCRIPTION BY A 15/8/15 1 PRELIM ISSUE JwM 0 15/22/15 ICONST ISSUE WM SHEET TITLE: ANTENNA ORIENTATION AND MOUNT SHEET UM : C 3:D PROJFC#: NR i O JWM BY: 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. LDF4-50A (1/2" HARD LINE) - 5" FSJ4-50B (1/2" SUPER FLEX) = 1 1/4" AVA5-50A (7/8" HARD LINE) = 10" AVA7-50A (1 5/8" HARD UNE) = 15" LDF7-50A (1 5/8" HARD LINE) = 20- 7. CONTRACTOR SHALL RECORD THE SERIAL #, SECTOR, AND POSITION OF EACH ACTUATOR INSTALLED AT THE ANTENNAS AND FURNISH THE INFORMATION TO T -MOBILE. 8. WEATHERPROOF ALL ANTENNA CONNECTORS WITH SELF AMALGAMATING TAPE. 9. ANTENNA CONTRACTOR SHALL PERFORM A "TAPE DROP" MEASUREMENT TO CON FIRM/VALIDATE ANTENNA CENTER LINE (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 SASU9325TYP01) FROM LOWER COVP TO UPPER COVP. HY8P.ID CABLES SHALL BE COLOR CODED PER T -MOBILE REQUIREMENTS. ANTENNA SCHEDULE SCALE: N.T.S. N 6 m ANTENNA SCHEDULE ' ANTENNA POSITION JUMPER COLOR CODE AZIMUTH (DEG) RAD CENTER (FEET) PROPOSED ANTENNA MODEL / ELECTRICAL DOWNTILT MERCHANICAL DOWNTILT COAXIAL FEEDER HYBRID CABLE FEEDER TECH SIZE LENGTH SIZE LENGTH A-3 RED 4/YB 0' 122• ANDREW TMBXX-6517-A2M 2. 0• -- -_ MULTI SECTOR HYBRID CABLE (SEE NOTE 10) 160' LTE/AWS RED 3/YB RED 2/YB RED 1/YB A-2 RED 2/RB 0' 122' COMMSCOPE LNX__ 6515 DS VTM 2' NOKIA (2) 7/B' 160' 122' __ LTE 700 RED 1/RB M-1 -- 0' 122' ANDREW VHLPSOO-11 T 0' (1) 1/2' 160' -- __ MW DISH FUTURE MULTI SECTOR 0' 122' -6517 TMBXANDR 7 2' 0' -- __ __ --- FUTURE 122' A-1 RED 4/BW+RW 0' 122' ANDREW TMBXX-6517-A2M 2. 0' __ __ MULTI SECTOR HYBRID CABLE (SEE NOTE 10) 160' GSM/UMTS RED 3/BW+RW RED 2/BW+RW RED 1/BW+RW B-3 YELLOW 4/YB 120' 122' ANDREW TMBXX-6517-A2M 2. 0' __ __ MULTI SECTOR HYBRID CABLE (SEE NOTE 10) 160' LT=/AWS YELLOW 3/YB YELLOW 2/YB YELLOW 1/YB B-2 RED 2/RB 120' 122' COMMSCOPE W% 6515 DS VTM 2 0' (2) 7/8' 760' -- -_ LTE 700 RED 1/RB FUTURE 120' 122' TMBXANDRE6517-A2M 2' 0' -- -- -- --- FUTURE B-1 YELLOW 4/BW+RW 120' 122' ANDREW TMBXX-6517-A2M 2. 0' MULTI SECTOR HYBRID CABLE (SEE NOTE 10) 160' GSM/UMTS YELLOW 3/BW+RW YELLOW 2/BW+RW YELLOW 1/BW+RW C-3 BLUE 4/YB 24V 122' ANDREW TMBXX-6517-A2M 2' 0' __ __ SECTOR HYBRID CABLE (SEE NOTE 10) 160' LTE/AWS BLUE 3/YBMULTI BLUE 2/YB BLUE 1/YB C-2 RED 2/RB 240' 122' COMMSCOPE LN% 6515 DS VTM 2' 0' (2) 7/8" 160' -- -- LTE 700 RED 1/RB FUTURE ^- 240' 122' ANDREW TMBXX_6517-A2M 2. 0' __ __ -- -- FUTURE C-1 COLOR CODING BLUE 4/BW+RW 24V T -MOBILE SECTOR 122' ANDREW 2. 0' HYBRID CABLE 160' GSM/UMTS TMB%X-6517-A2M (SEE NOTE 10) RE: 3/C5 FOR ACTUATOR NAMING INFORMAION BLUE 3/BW+RWMULT BLUE 2/BW+RW BLUE 1/BW+RW PROVIDED BY VE�: T • •Mobi1E 4533 ENTERPRISE DR. OKLAHOMA CITY, OK 73128 BR NCH COMMUN/CAT/ONS,LLC BRANCH COMMUNICATIONS 1516 S BOSTON AVE STE 215 TULSA, OKLAHOMA 74119 (918) 949-4551 PRO BY: DE BOHR MICHAEL T. DE BOER 965 WYNSTONE DRIVE JEFFERSON, SD 57038 605-422-1548 SITE NAME: AR01213 SITE NUMBER: AR01213 SITE ADDRESS: 9300 GEYER SPRINGS ROAD LITTLE ROCK AR 72209 51ATE 0z PROFESSIONAL ENGINEER �/ No. 9847 =EL T. 140 DATE I DESCRIPTION BY A 1 5/5/15 PRELIM ISSUE RRU & COVP KEY 0 5122/15 CONST ISSUE IWM ANTENNAEQUIPMENT SECTOR VENDOR EQUIPMENT MODEL N0. ELEVATION QTY. STATUS ALPHA NOKIA RRU FRIG 122' (1) PROPOSED BETA NOKIA RRU FRIG 122' (1) PROPOSED GAMMA NOKIA RRU FRIG 122' (1) PROPOSED ALPHA NOKIA RRU FRLB 122' (1) FUTURE BETA NOKIA RRU FRLB 122' (1) FUTURE GAMMA NOKIA RRU FRLB 122' (1) FUTURE MULTI SECTOR NOKIA RRU FXFC 122' (2) PROPOSED MULTI SECTOR RAYCAP COVP RNSDC-7771-PF-48 122' (2) PROPOSED VE�: T • •Mobi1E 4533 ENTERPRISE DR. OKLAHOMA CITY, OK 73128 BR NCH COMMUN/CAT/ONS,LLC BRANCH COMMUNICATIONS 1516 S BOSTON AVE STE 215 TULSA, OKLAHOMA 74119 (918) 949-4551 PRO BY: DE BOHR MICHAEL T. DE BOER 965 WYNSTONE DRIVE JEFFERSON, SD 57038 605-422-1548 SITE NAME: AR01213 SITE NUMBER: AR01213 SITE ADDRESS: 9300 GEYER SPRINGS ROAD LITTLE ROCK AR 72209 51ATE 0z PROFESSIONAL ENGINEER �/ No. 9847 =EL T. 140 DATE I DESCRIPTION BY A 1 5/5/15 PRELIM ISSUE IWM 0 5122/15 CONST ISSUE IWM SHEET TITLE: ANTENNA SCHEDULE H :PROJECT: C4 NUMBER o Sl': CK❑ 6Y: JW JWM ol WAVEGUIDE BRIDGE ISOMETRIC I SCALE: N.T.S. (1) GPS ANTENNA (PROVIDED BY Of GPS MOUNTING PIF NAL 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 f" r SCALE: N.T.S. SEAL VOID BETWEEN PIPE AND CABLE 3/8"0 COAX CABLE r) WAVEGUIDE BRIDGE SECTION L SCALE: N.T.S. ' ALT FABRICATION 3UIDE BRIDGE KIT PPROVED EQUAL :ZE SUPPORT KIT AYBRID CABLE. H WITH STAINLESS SNAP–IN HANGERS QED GRADE PSI :RETE PIER LEGEND AR01213–X–X–X–X–X 3 RET ACTUATOR NAMING CONVENTION SCALE: N.T.S. VENDOR: � s 4533 ENTERPRISE DR. OKLAHOMA CRY, OK 73128 BR NCH COMMUN/CA TIONS, LLC BRANCH COMMUNICATIONS 1516 S BOSTON AVE STE 215 TULSA, OKLAHOMA 74119 (918) 949-4551 BY: QE A90ER MICHAEL T. DE BOER 965 WYNSTONE DRIVE JEFFERSON, SD 57038 605-422-1548 SITE NAME: AR01213 SITE NUMBER: AR01213 SITE ADDRESS: 9300 GEYER SPRINGS ROAD LITTLE ROCK AR 72209 5[ATE OF S-4 PROFESSIONAL ENGINEER NO. 9847 A 01 T. INO DATE DESCRIPTION BY A 5/8/15 I PRELIM ISSUE iIWM 0 57-22/15 CONST ISSUE WM I___ D – LTE 700 B – LTE PCS .SHEET TITLE: WAVEGUIDE DETAILS $MEET N M :PROJECT C 5: #: NUMBER 1 1 N O L – LTE AWS P – UMTS PCS U – UMTS AWS G – GSM PCS ACTUATOR NUMBER ANTENNA NUMBER SECTOR LETTER CANDIDATE LETTER SITE NUMBER J J o 0 0 a a- .01 po N QI M 2 N N N lz N N w Of Of w Q Q Q l=i Q IQQQ�I 3 RET ACTUATOR NAMING CONVENTION SCALE: N.T.S. VENDOR: � s 4533 ENTERPRISE DR. OKLAHOMA CRY, OK 73128 BR NCH COMMUN/CA TIONS, LLC BRANCH COMMUNICATIONS 1516 S BOSTON AVE STE 215 TULSA, OKLAHOMA 74119 (918) 949-4551 BY: QE A90ER MICHAEL T. DE BOER 965 WYNSTONE DRIVE JEFFERSON, SD 57038 605-422-1548 SITE NAME: AR01213 SITE NUMBER: AR01213 SITE ADDRESS: 9300 GEYER SPRINGS ROAD LITTLE ROCK AR 72209 5[ATE OF S-4 PROFESSIONAL ENGINEER NO. 9847 A 01 T. INO DATE DESCRIPTION BY A 5/8/15 I PRELIM ISSUE iIWM 0 57-22/15 CONST ISSUE WM .SHEET TITLE: WAVEGUIDE DETAILS $MEET N M :PROJECT C 5: #: NUMBER 1 1 N O CKD BY: JWM JWM 4" DIA. STANDARD METAL FENCE POST WITH CAP 2"x4" CCA HORIZONTAL SUPPORT ATTACHED TO STEEL FENCE POSTS ATTACH HORIZONTAL — SUPPORT TO FENCE POST WITH SIMPSON PGT2-R OR EQUIVALENT 8'-0" (MAX) 12'-0" r 4" #2 STD OR BETTER 11 1 CEDAR PICKET FENCE SLATS VARIES ATTACHED TO HORIZONTAL MEMBERS WITH SIMPSON CAST 3 POINT STEEL STRONG -TIE STRONG -DRIVE GALV HINGE ASSEMBLY 1/4"xt 1/2" SDS WOOD SCREWS 4" SCH 40 GALCAP -- M • STEEL PIPE WITH WITH 1" CROWN 0j FOR DRAINAGE u CORNER FENCE GROUNDING, RE: 5/G3 DRILLED PIER FOUNDATION 6" MIN. 3/4" CRUSHED STONE (TO BE EXTENDED GATE GROUNDING, ' ONE FOOT OUTSIDE OF RE: 6/G,3 FENCING) "--' � 3/4" CHAIN WITH MIRAFI 50OX GEOTECH T -MOBILE PROVIDED LOCK CONCRETE WILL BE FABRIC, OR APPROVED GATE DETENT AND GATE STOP MIXED PRIOR TO EQUAL UNDER ROCK ACCESS GATE POST DETAIL, RE: 4/C6 AND 6/C6 INSERTION INTO FENCE POST HOLE 1" GAP BETWEEN FINISH GRADE AND BOTTOM OF GATE FENCING DETAIL • 6COMPACTED • (DENSE- • CONTROLCUT WEED :- DRAINAGE ­ -0 �Ilrll �1�1[Pi1=11. =::ll=X11.—i —i ] s Llfliuii=iii GRADE 8" MINIMUM COMPACTED FILL 3 ROAD DETAIL SCALE: N.T.S. NOTE: 12'-0" 3,-0" 1. CONTRACTOR TO HAVE A BRANCH TOWERS REPRESENTATIVE VERIFY PREVENTATIVE WEED CONTROL MATERIAL HAS BEEN INSTALLED SLOPE 1/4" PER IN COMPOUND AND ACCESS 1 EA H SI ROAD PRIOR TO PLACEMENT OF ROCK AGGREGATE. -III -I I f_I I I -III -1 I I -I I I -I I I=1I- =11 l= I=:1 I I-=1! I= I 11111=1 11=1 I!-1 I l -I 11=1 Ii. =1 =1 � 1=11 l-1iI=1Tl--Iil-1 � 1= Ii1-1 � I=til= -1 I ...I 16-1 I I.�l I I-111-1 I I=I I fel l i=f i i�l i i-1 l TYPICAL FENCING SIZES 8' HIGH FENCE SIZE POST FOOTING LINE POST 3"0 12"0 X 48" DEEP CORNER POST 3110 12"0 X 60" DEEP GATE POST 4"0 12"0 X 60" DEEP r7 NOT USED IC- SCALE: N.T.S. METAL GATE DETENT FINISH GRADE 2500 PSI _. e CONCRETE �• I N .e. 10"0 A GATE DETENT DETAIL 'T SCALE: N.T.S. VENDOR: T • • Mobile. 4533 ENTERPRISE DR. OKLAHOMA CITY, OK 73128 BR INCH COMMUN/CAT/ONS,LLC BRANCH COMMUNICATIONS 1516 S BOSTON AVE STE 215 TULSA, OKLAHOMA 74119 (918) 949-4551 PRO ECUD D BY: DE BOER MICHAEL T. DE BOER 965 WYNSTONE DRIVE JEFFERSON, SD 57038 605-422-1548 SITE NAME: AR01213 SITE NUMBER: AR01213 SITE ADDRESS: 9300 GEYER SPRINGS ROAD LITTLE ROCK AR 72209 ENGINEER: A�� R PROFESSIONAL ENGINEER /, No. 9847 T. INO DATE DESCRIPTION BY A 5/8/15 PRELIM ISSUE 1 5/6" O.D. 0 5/22/15 CONST ISSUE IWM NOTE: SCH. 40 PIPE `.SHEET TITLE: COMPOUND DETAILS 6" OF 57 STONE # 1. CONTRACTOR TO HAVE A BRANCH FIELD SET HEIGHT POSITIVE SLOPE TOWERS REPRESENTATIVE VERIFY i, � PREVENTATIVE WEED CONTROL FINISH GRADE MATERIAL HAS BEEN INSTALLED MpX IN O SCOPE 4 ROAD PRIOR TO PLACEMENT OF LI ROCK AGGREGATE. 2500 PSI % \ �/ %e CONCRETE �.; ; �� ` CNI WEED CONTROL FABRIC SUITABLE UNDISTURBED SUB -GRADE, REMOVE ALL ORGANIC MATERIAL OR UNSUITABLE MATERIAL, COMPACT 10"0 TO 91% (MIN.) PER STATE HIGHWAY STANDARD. GATE STOPMEEPER DETAIL 5 COMPOUND DETAIL 6SCALE: N.T.S. SCALE: N.T.S. VENDOR: T • • Mobile. 4533 ENTERPRISE DR. OKLAHOMA CITY, OK 73128 BR INCH COMMUN/CAT/ONS,LLC BRANCH COMMUNICATIONS 1516 S BOSTON AVE STE 215 TULSA, OKLAHOMA 74119 (918) 949-4551 PRO ECUD D BY: DE BOER MICHAEL T. DE BOER 965 WYNSTONE DRIVE JEFFERSON, SD 57038 605-422-1548 SITE NAME: AR01213 SITE NUMBER: AR01213 SITE ADDRESS: 9300 GEYER SPRINGS ROAD LITTLE ROCK AR 72209 ENGINEER: A�� R PROFESSIONAL ENGINEER /, No. 9847 T. INO DATE DESCRIPTION BY A 5/8/15 PRELIM ISSUE IWM 0 5/22/15 CONST ISSUE IWM `.SHEET TITLE: COMPOUND DETAILS SHEETNU :PROJECT C 6lJWMBY: NUMBER I I N 0 CKO BY: JWM 1 ENTRANCE 1'-6" 6" 6'-0" OR TO R/W LINE WHICHEVER IS GREATER w .z 1/2 WIDTH OF ENTRANCE �I ro FACE OF 1/4":1' N ?: 6' MINIMUM CURB :1 VIA wo IF Q ^ 1. • # •• �R �- -• ... EXPANSION JOINT ( REQUIRED) z z y La uj W4 1 f 4 4/,jjjjj FLOW LINE SECTION /A—/ -N FACE �W OF CURB MAIN ROADWAY 1/2" PREMOLDED EXPANSION JOINT FILLER HALF — PLAN TOP OF 2'-0' CURB I I { I I I [ I I SECTION ELEVATION AT GUTTER LINE ISOMETRIC VIEW STANDARD ENTRANCE APRON (AS REQUIRED) �] SCALE: N.T.S. L WIRE MESH REINFORCEMENT PONDING HEIGHT n_ PONDING HEIGHT z a w w SEE PLAN L RIP -RAP (6" 0 MIN) .? REMOVE TOPSOIL PRIOR o, TO PLACING STONE I g EXISTING GROUND 70 6" COMPACTED GRAVEL BASE RIP -RAP DETAIL SCALE: N.T.S. STEEL OR WOOD POST FILTER FABRIC 36" HIGH MAXIMUM FILTER FABRIC EXTRA STRENGTH FILTER FABRIC STEEL OR WOOD POST NEEDED WITHOUT WIRE MESH SUPPORT 36" HIGH MAXIMUM k0µr ��LO}Y STEEL OR WOOD POST 3/4" MINIMUM RAIN MINIMUM M ATTACH FILTER FABRIC DRAIN ROCK SECURELY TO UPSTREAM - SIDE OF POST m � ro _•I �— � i N N 1= 6"xB" TRENCH WITH 6"x8" TRENCH WITH COMPACTED BACKFILL COMPACTED BACKFILL TRENCH DETAIL WIRE BACK SILT FENCE SILT FENCE INSTALLATION: 1. THE FENCE SHOULD BE PLACED ACROSS THE SLOPE ALONG A LINE OF UNIFORM ELEVATION (PERPENDICULAR TO THE DIRECTION OF THE FLOW). THE FENCE SHOULD BE LOCATED AT LEAST 10' FROM THE TOE OF STEEP SLOPES TO PROVIDE SEDIMENT STORAGE AND ACCESS FOR MAINTENANCE AND CLEAN OUT. 2. DRIVE THE 2"x2" WOOD POST AT LEAST 18" INTO THE GROUND, SPACING THEM NO FURTHER THAN 6'-0" APART. 3. POST SHOULD BE INSTALLED, WITH 1" TO 2" OF THE POST PROTRUDING ABOVE THE TOP IF THE FABRIC AND NO LESS THAN 3'-0" OF THE POST SHOULD PROTRUDE ABOVE THE GROUND. THE MINIMUM FENCE HEIGHT (HEIGHT OF FILTER ABOVE GRADE) SHALL BE 24". THE MAXIMUM FENCE HEIGHT ( HEIGHT OF FILTER FABRIC ABOVE GRADE) SHALL BE 36". 4. THE FILTER FABRIC SHOULD BE PURCHASED IN A CONTINUOUS ROLL AND CUT TO LENGTH OF THE BARRIER TO AVOID THE USE OF JOINTS. WHEN JOINTS ARE NECESSARY, FILTER CLOTH SHOULD BE WRAPPED TOGETHER ONLY AT A SUPPORT POST WITH BOTH ENDS SECURELY FASTENED TO THE POST, WITH A MINIMUM 6" OVERLAP. 5. EXTRA -STRENGTH FILTER CLOTH (50 POUND/LINEAR INCH MINIMUM TENSILE STRENGTH) SHOULD BE USED. A 2" WIDE LATHE SHALL BE STAPLED OVER THE FILTER FABRIC TO SECURELY FASTEN IT TO THE UPSLOPE SIDE OF THE POSTS. THE STAPLES USED SHOULD BE 1.5" HEAVY-DUTY WIRE STAPLES SPACED AT A MAXIMUM OF 8" OVERLAP. 6. PLACE THE BOTTOM 16" OF THE FILTER FABRIC INTO THE 12" DEEP TRENCH. EXTENDING THE REMAINING 4" TOWARDS THE UPSIDE OF THE TRENCH AND BACK FILL THE TRENCH WITH SOIL OR GRAVEL AND COMPACTED. 3 SILT FENCE DETAIL SCALE: N.T.S. INSPECTION AND MAINTANCE: On so FINISH GRADE EARTH COVER PARENT MATERIAL PIPE CULVERT BACKFILL AND HAND TAMP WITH CLEAN GRANULAR MATERIAL 10'-0" MAXIMUM SPACING WITH WIRE SUPPORT FENCE 6'-0" MAXIMUM SPACING WITHOUT WIRE SUPPORT FENCE 1. INSPECT SILT FENCE EVERY SEVEN (7) DAYS WITHIN 24 HOURS AFTER EACH RAINFALL EVENT THAT PRODUCES 1/2" OR MORE OF PRECIPITATION. CHECK FOR AREAS WHERE RUN-OFF HAS ERODED A CHANNEL BENEATH THE FENCE, OR WHERE THE FENCE WAS CAUSED TO SAG OR COLLAPSE BY RUNOFF OVER TOPPING THE FENCE. 2. IF THE FENCE FABRIC TEARS, BEGINS TO DECOMPOSE, OR IN ANY OTHER WAY BECOMES INEFFECTIVE, REPLACE THE AFFECTED SECTION OF THE FENCE IMMEDIATELY. 3. SEDIMENT MUST BE REMOVED WHEN IT REACHES APPROXIMATELY 1/3 OF THE HEIGHT OF THE FENCE, ESPECIALLY IF HEAVY RAINS ARE EXPECTED. 4. SILT FENCE SHOULD BE REMOVED WITHIN 30 DAYS AFTER FINAL SITE STABILIZATION IS ACHIEVED OR AFTER TEMPORARY BMP's ARE NO LONGER NEEDED. TRAPPED SEDIMENT SHOULD BE REMOVED OR STABILIZED ON SITE. DISTURBED AREAS RESULTING FROM FENCE REMOVAL SHALL BE PERMANENTLY STABILIZED 5. SILT FENCE MUST BE INSTALLED PROPERLY TO AVOID NOTICE OF VIOLATION. T .. Mobile - 4533 ENTERPRISE DR. OKLAHOMA CITY, OK 73128 BR NCH COMMUN/CAT/ONS, LLC BRANCH COMMUNICATIONS 1516 S BOSTON AVE STE 215 TULSA, OKLAHOMA 74119 (918) 949-4551 PRODUCED BY: DE BD►ER MICHAEL T. DE BOER 965 WYNSTONE DRIVE JEFFERSON, SD 57038 605-422-1548 SITE NAME: AR01213 SITE NUMBER: AR01213 SITE ADDRESS: 9300 GEYER SPRINGS ROAD LITTLE ROCK AR 72209 ENGINEER: SZ ATE OR r___7_ PROFESSIONAL ENGINEER No. 9847 T. OUt NO DATE I DESCRIPTION BY A 5 8/15 PRELIM ISSUE TWM 0 5/22/15 CONST ISSUE IWM !SHEET TITLE: CIVIL DETAILS SHEETNUMBER* CNUMBER PROJECT I I O BY: CKD BY: JWM JWM V-6" 0 0 T • Mobile N CASE OF EMERGENCY CALL: (877)611 -5868 SITE DESIGNATION: ° AR01213 ° 0 ° .1 SIGNAGE DETAIL I SCALE: N.T.S. 0 EMERGENCY SIGN (RED METAL SIGN W/ WHITE LETTERING) 1'-4" BR NCH Site Name: LR CHURCH OF CHRIST Site Number: AR -0013 FCC# XXXXXXXXX Address: 9300 GEYER SPRINGS ROAD FOR EMERGENCY & LEASING CONTACT 866-797-1356 www.branchcomm.net SIGNAGE DETAIL "t SCALE: N.T.S. NOTES: 1. SIGNS TO BE MOUNTED ON THE OUTSIDE OF ACCESS GATE TO THE EXISTING COMPOUND 11" 0 0 A(W) NOTICE A(%)) Radio frequency ("RF") emissions may exceed FCC Standards for general public exposure. Only authorized workers permitted to enter. FOR YOUR SAFETY: Obey all posted signs. Maintain minimums distance of 7 feet from all antennas. Do not step in front of antennas. For further information, please call (877)611-5868 0 and reference site number: AR01213 RF NOTICE SIGN (WHITE METAL SIGN W/ BLACK LETTERING) SIGNAGE DETAIL ,I—' SCALE: N.T.S. 0 j= SIGNAGE DETAIL 1J SCALE: N.T.S. � , ED Radio frequency fields beyond this point may exceed the FCC general public exposure limit. Obey all posted signs and site guidelines for working in radio frequency environments. In accordance with Federal Commun'icatione commission rules on radlo frequency emission. 47 CFR 1.1307 (b) 0 SIGNAGE DETAIL v SCALE: N.T.S. PRIVATE PROPERTY NO TRESPASSING VIOLATORS WILL BE PROSECUTED T • •Mobile. 4533 ENTERPRISE DR. OKLAHOMA CITY, OK 73128 BR NCH COMMON/CAT/ONS, LLC BRANCH COMMUNICATIONS 1516 S BOSTON AVE STE 215 TULSA, OKLAHOMA 74119 (918) 949-4551 PROD DE HOER MICHAEL T. DE BOER 965 WYNSTONE DRIVE JEFFERSON, SD 57038 605-422-1548 SITE NAME: AR01213 SITE NUMBER: AR01213 SITE ADDRESS: 9300 GEYER SPRINGS ROAD LITTLE ROCK AR 72209 ENGINEER: Ill///����F ,iIA A AS N a E ED � PROFESSIONAL ENGINEER No. 9847j� w FCT,i2� PE J 9847 EXR12J31J2015 NO DATE DESCRIPTION BY A 5 8 15 PRELIM ISSUE JWM 0 5/22/15 CONST ISSUE IWM SHEET TITLE: SIGNAGE DETAILS SHEETNU :PROJECT CQ �,j : NUMBER I S N O BY: JWM CKD BY: JWM GENERAL PLANTING NQTE5: 1. ALL PLANTS MUST BE HEALTHY, VIGOROUS MATERIAL, FREE OF PESTS AND DISEASE. 2. ALL PLANTS MUST BE CONTAINER -GROWN OR BALLED AND BURLAPPED AS SPECIFIED. 3. ALL TREES MUST BE STRAIGHT TRUNKED, FULL HEADED AND MEET ALL REQUIREMENTS. 4. ALL PLANTS ARE SUBJECT TO THE APPROVAL OF THE ENGINEER'S REPRESENTATIVE BEFORE, DURING, AND AFTER INSTALLATION. 5. ALL PLANTS AND PLANTING AREAS MUST BE COMPLETELY MULCHED OR COVERED IN PINE STRAW AS SPECIFIED. 6. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL AVOID DAMAGE TO ALL UTILITIES DURING COURSE OF THE WORK. 7. THE CONTRACTOR IS RESPONSIBLE FOR FULLY MAINTAINING ALL PLANTING (INCLUDING, BUT NOT LIMITED TO: WATERING, SPRAYING, MULCHING, FERTILIZATION, ETC.) OF PLANTING AREAS UNTIL THE WORK IS ACCEPTED IN TOTAL BY THE ENGINEER'S REPRESENTATIVE. 8. THE CONTRACTOR AGREES TO PERFORM ALL LANDSCAPE MAINTENANCE (INCLUDING WATERING) THROUGHOUT THE ONE PROPOSED LANDSCAPING YEAR GUARANTEE PERIOD UNLESS OTHERWISE DETERMINED. RE: 2/C9 9. THE CONTRACTOR SHALL COMPLETELY GUARANTEE ALL PLANT MATERIAL FOR A PERIOD OF ONE YEAR AND MAKE ALL REPLACEMENTS BEFORE OR AT THE END OF THE GUARANTEE PERIOD. PROPOSED LANDSCAPING, MIN. 6' — CONTRACTOR TO PLACE INDIGENOUS WIDE BUFFER LANDSCAPING (EMERALD GREEN 10. THE ENGINEER'S REPRESENTATIVE WILL APPROVE THE STAKED LOCATION OF ALL PLANT MATERIAL PRIOR INSTALLATION. ARBORVITAE OR BURNING BUSH PREFERRED OR EQUIVALENT) 11. AFTER BEING DUG AT THE NURSERY SOURCE, ALL TREES IN LEAF SHALL BE ACCLIMATED FOR TWO (2) WEEKS UNDER A MIST SYSTEM PRIOR TO INSTALLATION. 12. ANY PLANT MATERIAL THAT DIES, TURNS BROWN OR DEFOLIATES (PRIOR TO TOTAL ACCEPTANCE OF THE WORK) SHALL BE PROMPTLY REMOVED FROM THE SITE AND REPLACED WITH MATERIAL OF THE SAME SPECIES, QUANTITY, SIZE AND ( MEETING ALL SPECIFICATIONS. !`r PROPOSED 8'-0" WOOD 13. STANDARDS SET FORTH IN "AMERICAN STANDARD FOR NURSERY STOCK", LATEST EDITION, REPRESENTS GUIDELINE x x x x FENCE SPECIFICATIONS ONLY AND SHALL CONSTITUTE MINIMUM QUALITY REQUIREMENTS FOR PLANT MATERIAL. - 14. ALL TREE PROTECTION MEASURES SHALL BE INSTALLED PRIOR TO GRADING. x 15. UNDISTURBED BUFFERS SHALL BE REPLANTED TO BUFFER STANDARDS WHERE SPARSELY VEGETATED OR WHERE DISTURBED AT APPROVED UTILITY CROSSINGS. REPLANTING IS SUBJECT TO COUNTY ARBORIST. x 16. SEE PLAN FOR MINIMUM PLANT SIZE, HEIGHT. QUANTITY SCIENTIFIC NAME COMMON NAME MATURE SIZE (HT X WT) 12 "JUNIPERUS COMMUNIS" COMMON JUNIPER 5-10 FT X 8-15 FT PROPOSED BRANCH TOWERS PINESTRAW MULCH - 2" SETTLED LAYERS OF CLEAN STRAW 150' MONOPOLE, RE: 1/C4 PROPOSED 12'-0" x GATE, RE: 1/C6 PRIOR TO MULCHING, LIGHTLY TAMP SOIL AROUND THE ROOT BALL IN 6" LIFTS TO PROPOSED SIGNAGE, BRACE TREE. DO NOT OVER COMPACT. RE: SHEET C9 WHEN THE PLANTING HOLE HAS BEEN BACKFILLED, POUR WATER AROUND THE ROOT BALL TO SETTLE THE SOIL. 4" LAYER OF MULCH. NO MORE THAN 1" OF MULCH ON TOP OF ROOT BALL. 7 — (SEE SPECIFICATIONS FOR MULCH). TRUNK CALIPER SHALL MEET ANSI Z60 LOOSENED SOIL. DIG AND TURN THE x CURRENT EDITION FOR ROOT BALL SIZE. SOIL TO REDUCE COMPACTION TO PROPOSED FOUR GANG THE AREA AND DEPTH SHOWN. x UTILITY RACK, RE: 1/E4 ROUND -TOPPED SOIL BERM 4" HIGHx8" WIDE ABOVE ROOT BALL SURFACE SHALL ORIGINAL GRADE BE NSTRUCTED L_x x x BALL AROUND T PERIPHERY. �� SHALL BEGIN AT ROOT FINISHED GRADE PROPOSED 8' EVERGREEN TREES ON 15'-0" (20'-0" MAX) CENTER ALL THE WAY AROUND SITE COMPOUND (TYP.) LANDSCAPING PLAN PROPOSED 2'-6" NON -DECIDUOUS SHRUBBERY INFILL AT 3'-0" MAX. ALL THE WAY AROUND SITE COMPOUND (TYP.) PROPOSED T -MOBILE 10'-0"x12'-0" CONCRETE EQUIPMENT PAD AND LEASE AREA 0 TRUE NORTH (0' 36' E) MAG EXISTING SOIL BOTTOM OF ROOT BALL RESTS ON EXISTING OR RECOMPACTED SOIL W49 5X WIDEST DIMENSION OF ROOT BALL e) TREE PLANTING DETAIL le-' SCALE: N.T.S. T . •Mobile° 4533 ENTERPRISE DR. OKLAHOMA CfTY, OK 73128 BR NCH COMMUN/CAT/ONS,LLC BRANCH COMMUNICATIONS 1516 S BOSTON AVE STE 215 TULSA, OKLAHOMA 74119 (918) 949-4551 PRODUCED BY: A0E BAER MICHAEL T. DE BOER 965 WYNSTONE DRIVE JEFFERSON, SD 57038 605-422-1548 SITE NAME: AR01213 SITE NUMBER: AR01213 SITE ADDRESS: 9300 GEYER SPRINGS ROAD LITTLE ROCK AR 72209 ENGINEER: cal OF PROFESSIONAL ENGINEER No. 9847 !j AFL T. IVO DATE DESCRIPTION BY A 5/8/1 PRELIM ISSUE jIWM 0 5/22/15 CONST ISSUE jIWM !SHEET TITLE: LANDSCAPING PLAN & DETAILS SHEETNQU PROJF3] N 110 o Of JWMC nm 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 N 0 1 0 7-7-T-7-7- - - - - -I-_ I-_-1-_-1- -I, I I < < II I I II I 1 #4 AT 12" O.C., EACH WAY T I I I_ rt TF �r ETE SLAB ON GRADE, RE: 2/S1 i I I I TI � I I 12'-0" ■I TYPICAL EQUIPMENT FOUNDATION PLAN SCALE: 0. 1' 5' 10' 3/4" CHAMFER. — TYP. AT ALL EDGES FINISHED GRADE (6" CRUSHED STONE) TOP OF PROPOSED T -MOBILE SLAB = 274'-8" N � 0 p D I N D b a 273'-0" - A f) CONCRETE PAD DETAIL L SCALE:I 0' 6" 1' 4' 2/S1 #4 AT 12" O.C. EACH WAY 6 MIL POLYETHYLENE VAPOR BARRIER p D I% (O 77-7 D 4" SUB -BASE SOIL TO BE COMPACTED TO 95% 3 1/2" SCH. 40 PIPE PL 3/4"x5"x0'-10" 1/2"0 ANCHOR BOLTS EMBED 2 1/2" MIN. INTO CONCRETE PAD WITH HILTI HIT HY-150 MAX ADHESIVE CONCRETE PAD � a 4 �Ik n a � a 4 *,Z WAVEGUIDE BRIDGE POST DETAIL V SCALE: 0' 6' V 3' 5' OF PROPOSED T --MOBILE SOIL TO BE COMPACTED TO 95% VENDOR: T e •Mobile• 4533 ENTERPRISE DR. OKLAHOMA CITY, OK 73128 BR NCH COMMUN/CAT/ONS, LLC BRANCH COMMUNICATIONS 1516 S BOSTON AVE STE 215 TULSA, OKLAHOMA 74119 (918) 949-4551 r`RODUCED BY: DE BDE14 MICHAEL T. DE BOER 965 WYNSTONE DRIVE JEFFERSON, SO 57038 605-422-1548 SITE NAME: AR01213 SITE NUMBER: AR01213 SITE ADDRESS: 9300 GEYER SPRINGS ROAD LITTLE ROCK AR 72209 ENGINEER: 1�0 61 PT Ap REGISTERED PROFESSIONAL s� ENGINEER No. 9847 T. O �) IVO DATE DESCRIPTIONBY A 5 8 15 PRELIM ISSUE 1WM 0 5/22 15 CONST ISSUE IWM SHEET TITLE: CONCRETE PAD DETAILS SHEET NUMBER: S PROJECT #m NUMBER REIASIM. 0 BY: JWM CKD BY: JWM PROPOSED RAINTIGHT EMT POWER/TELCO CONDUITS ANCHORED TO SIDE OF CONCRETE PAD F, PROPOSE 10'-0"x 1 EQUIPMEI LEASE AI EXISTING 8'-0" WOOD FENCE t PROPOSED 150' MONOPOLE i EXISTING 12'-0" WOOD GATE I PROPOSED T—MOBILE ICE BRIDGE PROPOSED T—MOBILE SSC CABINET PROPOSED 1 METER �I� I I� II —W,JJ max— x z x x PROPOSED UTILITY CONDUITS MUST BE A MIN. OF 18" (TYP.) FROM FENCE LINE, RE: 2/E2 FOR TRENCHING DETAIL 4 UTILITY ROUTING PLAN SCALE: 0' 10' 20' 30' 49 PROPOSED 2" PVC CONDUIT FOR FIBER/TELCO FROM SOURCE TO T—MOBILE UTILITY RACK. VERIFY CONDUIT SIZE WITH TELCO COMPANY. PROPOSED (1) 2" PVC CONDUIT FOR POWER FROM POWER SOURCE TO T—MOBILE POWER METER ON UTILITY RACK (IN COMMON TRENCH WITH TELCO). VERIFY CONDUIT SIZE WITH POWER COMPANY. TRUE NORTH (0 E) MAG 2ENLARGED UTILITY ROUTING PLAN TRUE NORTH SCALE: N.T.S. (0-M G E) S54. Conduit Layout New NODE B IT RRU's Can't Go On The Tme1 7eku t:[�1 pit L}C Po+nrr ConduR AC Conduit ( ED-' PPC � L'" i 7705 [CSR] LMU swwn C.n 0 SSC CONDUIT LAYOUT 0 SCALE: N.T.S. Ex151ing NODE B VENDOR: T • -Mobile. 4533 ENTERPRISE DR. OKLAHOMA CITY, OK 73128 BR NCH COMMUN/CAT/ONS,LLC BRANCH COMMUNICATIONS 1516 S BOSTON AVE STE 215 TULSA, OKLAHOMA 74119 (918) 949-4551 BY: DE BDE14 MICHAEL T. DE BOER 965 WYNSTONE DRIVE JEFFERSON, SD 57038 605-422-1548 SITE NAME: AR01213 SITE NUMBER: AR01213 SITE ADDRESS: 9300 GEYER SPRINGS ROAD LITTLE ROCK AR 72209 5� AT E OF T� REGISTERED PROFESSIONAL ENGINEER No. 9847 r FL T C2 PROPOSED 2" RAINTIGHT BY CONDUIT WITH PULL STRING WM FROM PPC CABINET TO SSC WDATECRIPTION ST ISSUE CABINET, RE: 3/E2 II � i II + I '.••x I I I — PROPOSED T—MOBILE '! •! I I N O PPC CABINET, RE: SHEET E3 LI / PROPOSED •+'. ;i+� I I I SSC CABINET L -- / ,' '-JI F, 0 J , • Y f( 'x `• PROPOSED RAINTIGHT . •i ."' EMT POWER/TELCO CONDUITS ANCHORED TO SIDE OF CONCRETE PAD 2ENLARGED UTILITY ROUTING PLAN TRUE NORTH SCALE: N.T.S. (0-M G E) S54. Conduit Layout New NODE B IT RRU's Can't Go On The Tme1 7eku t:[�1 pit L}C Po+nrr ConduR AC Conduit ( ED-' PPC � L'" i 7705 [CSR] LMU swwn C.n 0 SSC CONDUIT LAYOUT 0 SCALE: N.T.S. Ex151ing NODE B VENDOR: T • -Mobile. 4533 ENTERPRISE DR. OKLAHOMA CITY, OK 73128 BR NCH COMMUN/CAT/ONS,LLC BRANCH COMMUNICATIONS 1516 S BOSTON AVE STE 215 TULSA, OKLAHOMA 74119 (918) 949-4551 BY: DE BDE14 MICHAEL T. DE BOER 965 WYNSTONE DRIVE JEFFERSON, SD 57038 605-422-1548 SITE NAME: AR01213 SITE NUMBER: AR01213 SITE ADDRESS: 9300 GEYER SPRINGS ROAD LITTLE ROCK AR 72209 5� AT E OF T� REGISTERED PROFESSIONAL ENGINEER No. 9847 r FL T C2 BY LIM ISSUE WM WDATECRIPTION ST ISSUE WM SHEET TITLE: UTILITY PLAN & CONDUIT LAYOUT DIAGRAM SHEET NUMBER: E1 1 PROJECT III: NUMBER N O BY: CBY: JWM JWM (3) #3/0, (1) #6G, 2" CONDUIT #2 INSULATED COPPER GROUND WIRE 250A GENERATOR RECEPTACLE (FURNISHED WITH PPC) .1 ONE LINE DIAGRAM I SCALE: N.T.S. PROPOSED 2" RAINTIGHT EMT ANCHORED TO SIDE OF CONCRETE PAn WITW A DOUBLE PIPE I ABOVE GRADE. FROM POWER SOURCE (120/24OV, 10, 3W). (3) #3/0 2" CONDUIT OR PER LATEST NEC CODE 200A METER TO BE FURNISHED BY UTILITY COMPANY AND INSTALLED BY CONTRACTOR FUSIBLE SAFETY SWITCH 2O0A, 2P, S/N (3) #3/0, (1) #6G, 2" CONDUIT — 200A PPC, TO BE FURNISHED BY T-MOIBLE AND INSTALLED BY z CONTRACTOR NOTES: 1. ALL ELECTRICAL WORK SHALL CONFORM TO REQUIREMENTS OF THE NATIONAL ELECTRICAL CODE AS A MINIMUM STANDARD. 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 UTILITY COMPANY, ALL UNDERGROUND ELBOWS SHALL BE SWEEPING BENDS. 0 CONDUIT ATTACHMENT DETAIL %J SCALE: N.T.S. *DETAIL PROVIDED BY OWNER* 2'-0" TRENCH FINISHED GRADE UNDISTURBED SOIL A 1 =III - I: r ! I III`-' COMPACTED BACKFILL PER EARTHWORK SPECIFICATIONS LL UTILITY WARNING TAPE, 12" MIN. DEPTH 'r) TRENCH DETAIL 16- SCALE: N.T.S. AS REQUIRED BY POWER COMPANY (VENDOR: T • •Mobile• 4533 ENTERPRISE DR. OKLAHOMA CITY, OK 73128 BR NCH COMMU/V/CAT/ONS, LLC BRANCH COMMUNICATIONS 1516 S BOSTON AVE STE 215 TULSA, OKLAHOMA 74119 (918) 949-4551 PRO BY: DE BOHR MICHAEL T. DE BOER 965 WYNSTONE DRIVE JEFFERSON, SD 57038 605-422-1548 SITE: AR01213 SITE NUMBER: AR01213 SITE ADDRESS: 9300 GEYER SPRINGS ROAD LITTLE ROCK AR 72209 STATE REGISTERED PROFESSIONAL ENGINEER Z' No. 9847 'Ez T O�-y j/I NO 2" PVC ELECTRICAL CONDUIT. -�� A COORDINATE SIZE AND IWM 0 INSTALLATION WITH POWER 2" PVC TELCO CONDUIT. COMPANY COORDINATE INSTALLATION 1'-0" WITH TELEPHONE COMPANY MIN. OR 'r) TRENCH DETAIL 16- SCALE: N.T.S. AS REQUIRED BY POWER COMPANY (VENDOR: T • •Mobile• 4533 ENTERPRISE DR. OKLAHOMA CITY, OK 73128 BR NCH COMMU/V/CAT/ONS, LLC BRANCH COMMUNICATIONS 1516 S BOSTON AVE STE 215 TULSA, OKLAHOMA 74119 (918) 949-4551 PRO BY: DE BOHR MICHAEL T. DE BOER 965 WYNSTONE DRIVE JEFFERSON, SD 57038 605-422-1548 SITE: AR01213 SITE NUMBER: AR01213 SITE ADDRESS: 9300 GEYER SPRINGS ROAD LITTLE ROCK AR 72209 STATE REGISTERED PROFESSIONAL ENGINEER Z' No. 9847 'Ez T O�-y j/I NO DATE I DESCRIPTION BY A 5/8/15 1 PRELIM ISSUE IWM 0 5 22 1 S CONST ISSUE IWM 'SHEET TITLE: ELECTRICAL DETAILS S=HII NUMBER: E w 1 PROJECT #: NUMBER REV1Si'Dh O 13Y: JWM CKD BY: JWM 3" GALVANIZED RIGID PIPE 2" RIGID POWER CONDUIT/PVC — BELOW GRADE TO POWER SOURCE RIGID CONDUIT ABOVE G 'p GRADE/PVC BELOW GRADE FOR (2) #2 THHN GRD LEADS `1 1 1-5/8" GALVANIZED UNI -STRUT 2" RIGID CONDUIT/PVC I — BELOW GRADE TO POWER SOURCE — � I PLAN VIEW )POSED GPS ANTENNA, _D VERIFY ACTUAL LOCATION 1EGUIDE COVER V T -MOBILE LED FLOOD LIGHT MANUAL TIMER SWITCH TALLIED B'-0" ABOVE PAD MOBILE SUPPLIED RECEPTACLE RIGID CONDUIT ABOVE NDE/PVC BELOW GRADE 2 (2) #2 THHN GRD SDS RIGID CONDUIT ABOVE GRADE/PVC _OW GRADE FOR (2) #2 THHN ) LEADS RIGID CONDUIT ABOVE NDE/PVC BELOW GRADE FOR TO TELCO/POWER DEMARC PROPOSED DISCONNECT, FIELD VERIFY ACTUAL LOCATION PROPOSED GPS ANTENNA, FIELD VERIFY ACTUAL LOCATION NEW T -MOBILE LED FLOOD LIGHT WITH MANUAL TIMER SWITCH INSTALLED 8'-0" ABOVE PAD PROPOSED ICE BRIDGE 1" RIGID CONDUIT ABOVE GRADE/PVC BELOW GRADE FOR (2) #2 THHN GRD LEADS T -MOBILE SUPPLIED RECEPTACLE 2" RAINTIGHT EMT POWER/TELCO CONDUIT ANCHORED TO SIDE OF CONCRETE PAD TO SSC CABINET PROPOSED GPS ANTENNA, -- FIELD VERIFY ACTUAL LOCATION WAVEGUIDE COVER 1-5/8" GALVANIZED UNI -STRUT NEW T -MOBILE LED FLOOD LIGHT W/ MANUAL TIMER SWITCH PROPOSED DISCONNECT, INSTALLED B'-0" ABOVE PAD ® FIELD VERIFY ACTUAL LOCATION PPC CABINET (2) 2" RIGID CONDUIT ABOVE - GRADE/PVC BELOW GRADE FOR PPC TO TELCO/POWER DEMARC CONCRETE PAD I fI I I. TTM=1 l l=l I I 1 f 11, ,111-111-I I I I I i I I I, ;, I I I-� I FRONT VIEW 2" RAINTIGHT EMT TELCO/POWER SIDE VIEW CONDUIT ANCHORED TO SIDE OF PPC H -FRAME DETAILS CONCRETE PAD TO SSC CABINET SCALE: N.T.S. VENDOR. T • ! Mobile 4533 ENTERPRISE DR. OKLAHOMA CITY, OK 73128 BR NCH COMMUNICATIONS, LLC BRANCH COMMUNICATIONS 1516 S BOSTON AVE STE 215 TULSA, OKLAHOMA 74119 (916) 949-4551 PROD ,QE BOER MICHAEL T. DE BOER 965 WYNSTONE DRIVE JEFFERSON, SD 57038 605-422-1548 SITE NAME: AR01213 SITE NUMBER: AR01213 SITE ADDRESS: 9300 GEYER SPRINGS ROAD LITTLE ROCK AR 72209 o ENGINEER: I i R ISTERED PROFESSIONAL ENGINEER 40ov,No.9847 j +F� T. C12 NO DATE DESCRIPTION BY A 5/8/15 PRELIM ISSUE 7wM 0 5/2Z/15 CONST ISSUE WM :SHEET TITLE: PPC H -FRAME DETAILS SHEET NUM :PROJECT E 3 #: NUMBER 1 N o BY: JWM D BY: CKJWM no un no SEC ICE E LTE LTE I I FUMTS SEE PROVIDED MANUFACTURER'S DOCUMENT FOR PROPOSED EQUIPMENT INSTALLATION AND GROUNDING REQUIREMENTS ANTENNA ONE -LINE DIAGRAM I SCALE: N.T.S. OR 2IDGE KEYED FRJA NOTES: pA ALPHA SECTOR © BETA SECTOR © GAMMA SECTOR R] DELTA SECTOR CONNECTION KEY R - RET/ASIG CONTROL PORT J# - ANTENNA JUMPER PORT L - LMU PORT H - HYBRID PORT G - GROUNDING CONNNECITON P F - DC POWER FIBER JUMPER PORT C - COAX FEEDER C NNECTION (VENDOR: T • -Mab +e° 4533 ENTERPRISE DR. OKLAHOMA CRY, OK 73128 BR NCH COMMON/CAT/ONS, LLC BRANCH COMMUNICATIONS 1516 S BOSTON AVE STE 215 TULSA, OKLAHOMA 74119 (918) 949-4551 BY: DE BOER MICHAEL T. DE BOER 965 WYNSTONE DRIVE JEFFERSON, SD 57038 605-422-1548 SITE NAME: AR01213 SITE NUMBER: AR01213 SITE ADDRESS: 9300 GEYER SPRINGS ROAD LITTLE ROCK AR 72209 of s REGISTERED PROFESSIONAL ENGINEER *** No. 9847 � T. . NO DATE DESCRIPTION BY A 5 8 15 PRELIM ISSUE JwM 0 5J22/15 CONST ISSUE iwm 'SHEET TITLE: ANTENNA ONE -LINE DIAGRAM H UM : E 4 PROJECT �: NUMBER SION: O BY: JWM CKD BY: JWM Drawing (1) Comments: Configuration 7036 GUN (FRLB Ground on new Hexport Antenna for 700/AWS/PCS) (Antenna & cabling of one SJBCIOV shown for clarity) Drawing Date: 10/20/2014 Flexport kph Lo4encl LTE LTE UNITS Lr� 70a 700 AW5 LIt' AWS rr_s t!r„ST6 RF' Jumpers Dual Dool AWS! AWSf PCS PCS IMA TM.A Main Main Coax Coax i RF R n d 7 _ _ Jumpers FRLB ..- Y cslx u� „jam ilSl[',iT[: PCS Q °r�,n� f � 4F:31 I�.•��` k.5� � .fir' ,m �.aPon cao �: FSMF U ill[rL11xT,,1'u r�' Ku .� UMTS PCs A. k FBBC 7 c u _ v s ANTENNA ONE -LINE DIAGRAM $ SCALE: N.T.S. T - -Mobile- 4533 ENTERPRISE DR. OKLAHOMA CITY, OK 73128 BR NCH COA,WUN/CAT/ONS, LLC BRANCH COMMUNICATIONS 1516 S BOSTON AVE STE 215 TULSA, OKLAHOMA 74119 (918) 949-4551 'PRODUCEDY QE BOER 1 MICHAEL T. DE BOER 965 WYNSTONE DRIVE JEFFERSON, SO 57038 605-422-1548 SITE NAME: AR01213 SITE NUMBER: AR01213 SITE ADDRESS: 9300 GEYER SPRINGS ROAD LITTLE ROCK AR 72209 ENGINEER: PROFESSIONAL ENGINEER *** 1 / No. 9847 T� NO DATE I DESCRIPTION BY A 5/8/15 PRELIM ISSUE WM 0 5/22 15 (CONST ISSUE WM :SHEET TITLE: ANTENNA ONE -LINE DIAGRAM )i NUM E 5 : PROJECT #: NUMBER BY CKO BY: JWM JWM l5l N O