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HomeMy WebLinkAboutPLANSAh AOL wr SCANNED BY St. Lucie County MAR e 9 2018`e= at&t M I D WAY R D MIN. T6,ark, (FA 10048909) --- FR0NT SIDESL1 I. Fly REAR !DES ZKIG TECII 1 m' 5 69�N/t Rft�1N� D:R 1RE- FORT PIERCE, FL 34981 3rd CARRIER OVERLAY LOCAL MAP PROPERTY SUMMARY PROJECT DESCRIPTION INDEX OF DRAWINGS ?/ f ' J' "- od d q` ®/ f C, SITE LOCATIO r 'Y' •' �j �, ` ' c `` 3406-501-0040-000-5 PROPERTY OWNER FCC ENVIORNMENTAL, L-C. 2175 POINT BOULEVARD SUITE 375 ELGIN, IL 60123 LATITUDE 27.379591' N LONGITUDE 80.382100' W ZONING JURISDICTION ST LUCIE COUNTY TOWER OWNER AMERICAN TOWER CORPORATION 1. THE WIRELESS COMMUNICATIONS FACILITY IS NOT INTENDED FOR HUMAN OCCUPANCY. 2. THIS FACILITY DOES NOT REQUIRE POTABLE WATER AND WILL NOT PRODUCE ANY SEWAGE. 3. CONTRACTOR SHALL VERIFY ALL PLANS AND EXISTING DIMENSIONS AND CONDITIONS ON THE JOB SITE AND SHALL IMMEDIATELY NOTIFY THE ENGINEER IN WRITING OF ANY DISCREPANCIES BEFORE PROCEEDING WITH THE WORK OR BE RESPONSIBLE FOR SAME. 4. INSTALLATION OF NEW ANTENNA MOUNT (WILL CAUSE THE SITE TO BE OFF -AIR FOR APPROXIMATELY 3 TO 7 DAYS). 5. THE SCOPE OF WORK CONSISTS OF PROPOSING A WIRELESS INSTALLATION: REMOVAL OF (3) EXISTING ANTENNA MOUNTS REMOVAL OF (3) EXISTING RRUS (REMOTE RADIO UNITS) AT ANTENNA AREA REMOVAL OF (9) STING ANTENNAS NSTALLATION OF (I NEW ANTENNA MOUNTS INSTALLATION OF (6) NEW RRUS (REMOTE RADIO UNITS) AT ANTENNA ARE N OF (3) NEW RRUS (REMOTE IO UNITS) INSTALLATION AT EQUIPMENT AREA INSTALLATION OF (1) NEW SURGE SUPPRESSOR INSTALLATION OF (9) NEW ANTENNAS NO. DESCRIPTION © NO. T7 TITLE SHEET 2 T2 GENERAL NOTES 2 Cl COMPOUND PLAN 2 C2 ELEVATION AND ANTENNA PLANS 2 C3 DErAILS 2 C4 DETAILS 2 CS DETAILS 2 -1 ANTENNA SCHEDULE 2 THC.(�ZlrpjA I W 'p -- .rf CONSTRUCTION NOTES ^� ° J' ning-m d^ VICINITY MAP NO ELECTRICAL PERMITS ARE REQUIRED. FIL'ObIrMLI 6Y FIL .D li'tiSFf T�1:•T` { '- VIP' RLNr C4.lrp G 1S' n^ `—_.-; `� `. ' ���1118°P c,w" &a '.� I� fSTANDARDS. -n I„\' R^ ---'� ma�:rRe="°Y`-4= Y /'{ 9 � 4q �1 � ! Ir�p�T _ ;\ „„ y iR° --I C;.( ( DESIGN CRITERIA CODE COMPLIANCE DESIGN WIND SPEED: 158 MPH (ULTIMATE. 3-SECOND GUST) 122 MPH (NOMINAL, 3-SECOND GUST) EXPOSURE: C RISK CATEGORY: II OPEN STRUCTURE ALL WORK AND MATERIALS SHALL BE PERFORMED AND INSTALLED IN ACCORDANCE WITH THE CURRENT EDITIONS OF THE FOLLOWING CODES AS ADOPTED BY THE LOCAL GOVERNING AUTHORITIES. NOTHING IN THESE PLANS IS TO BE CONSTRUED TO PERMIT WORK NOT CONFORMING TO THESE CODES. 1. FLORIDA BUILDING CODE, 5th EDITION (2014). 2. NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) 70-11, NATIONAL ELECTRICAL CODE, 2011 EDITION. 3. ASCE 7-10. 4. TTA-222-13 WITH ADDENDUM 1 AND 2 APPLICABLE S. LIFE SAFETY CODE NFPA-101-2012. 6. FLORIDA FIRE PREVENTION CODE, 5th EDITION (2014). 7. AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC) 360-10 AND 341-10. 8. UNDERWRITERS LABORATORIES (U.L) APPROVED ELECTRICAL PRODUCTS. 9. LOCAL JURISDICTIONAL REQUIREMENTS. 10. CITY/COUNTY ORDINANCES. RF DESIGN VERIFICATION -- - - DESIGN BASED ON RFDS #1725059 REV 0.1 DATED 06/22/17. CONTRACTOR SHALL REQUEST CURRENT RFDS AND CURRENT WORKBOOK FROM MASTEC NETWORK SOLUTIONS CONSTRUCTION MANAGER PRIOR TO CONSTRUCTIONNo TOT. LUCIE COUNTY G DIVISION REVIEW DATE - PLANS AND PER WIF c Ktel ON JOB OR wspEeTiam REV DATE DESCRIPTION A 10/27/17 PRELIMINARY B 11/6/17 REMSED 0 11ASI17 FOR PERMIT 1 12/4/17 REMSED 2 1/5/17 REMSED APX PROJECT NO.: 17AAMIBEY DRAWN BY: C CHECKED BY: M THIS DRAWING IS COPYRIGHTED AND IS THE SOLE PROPERTY OF THE OWNER. IT IS PRODUCED SOLELY FOR USE BY THE OWNER AND ITS AFFILIATES. REPRODUCTION OR USE OF THIS DRAWING AND/OR THE INFORMATION CONTAINED IN IT IS FORBIDDEN WITHOUT THE WRNEN PERMISSION OF THE OWNER. 1. FOR THE PURPOSES OF THESE CONSTRUCTION DRAWINGS, THE FOLLOWING DEFINITIONS SHALL OWNER - AT&T MOBILITY ENGINEER - APX ENGINEERING GROUP, LUG. CONTRACTOR - GENERAL CONTRACTOR (CONSTRUCTION) 2. PRIOR TO SUBMITTING HIS BID, THE CONTRACTOR SHALL VISIT THE JOB SITE IN ORDER TO (1) VERIFY ALL EXISTING CONDITIONS, (2) CONFIRM WHETHER ALL DIMENSIONS ARE AS SHOWN ON THE PLANS AND (3) CONFIRM WHETHER THE WORK MAY BE ACCOMPLISHED AS SHOWN. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE CONSTRUCTION MANAGER. 3. A 20-FOOT HORIZONTAL CLEARANCE DISTANCE SHALL BE MAINTAINED FROM ALL EXISTING POWER LINES. 4. THE CONTRACTOR'S USE OF A CONSTRUCTION STAGING AREA SHALL BE COORDINATED WITH THE OWNER WELL IN ADVANCE OF THE CONSTRUCTION START DATE. 5. LABOR, MATERIAL, TOOLS, EQUIPMENT, TRANSPORTATION AND TEMPORARY POWER SERVICES NECESSARY FOR AND INCIDENTAL TO COMPLETION OF ALL WORK SHALL BE PROVIDED AS INDICATED ON THE DRAWINGS AND/OR AS SPECIFIED HEREIN. LABOR AND MATERIALS SHALL BE FURNISHED AS REQUIRED FOR COMPLETE SYSTEMS, INCLUDING ALL ELEMENTS OBVIOUSLY OR REASONABLY INCIDENTAL TO A COMPLETE INSTALLATION, WHETHER OR NOT SPECIFICALLY INDICATED ON THE PLANS. 6. FOR TASKS REQUIRED TO BE PERFORMED BUT NOT CLEARLY DEFINED OR IDENTIFIED BY THE CONTRACT DOCUMENTS, THE CONTRACTOR SHALL NOT START WORK ON SUCH TASKS WITHOUT HAVING RECEIVED WRITTEN AUTHORIZATION FROM THE CONSTRUCTION MANAGER TO PROCEED. 7. THE DRAWINGS ARE DIAGRAMMATIC AND INDICATE THE GENERAL ARRANGEMENT OF SYSTEMS AND EQUIPMENT UNLESS OTHERWISE INDICATED BY DIMENSIONS OR DETAILS. EXACT EQUIPMENT LOCATIONS MAY BE MODIFIED AS REQUIRED BY ACTUAL FIELD CONDITIONS. IF THE SPECIFIED EQUIPMENT CANNOT BE INSTALLED AS SHOWN ON THESE DRAWINGS, CONTRACTOR SHALL PROPOSE AN ALTERNATIVE INSTALLATION FOR APPROVAL BY THE ENGINEER AND THE CONSTRUCTION MANAGER. B. THE CONTRACTOR SHALL OBTAIN, PAY FOR AND DELIVER ALL REQUIRED PERMITS, CERTIFICATES OF INSPECTION, INCLUDING UTILITY CONNECTION FEES, FTC., REQUIRED BY THE AUTHORITIES HAVING JURISDICTION AND SHALL DELIVER SUCH DOCUMENTS TO THE OWNER PRIOR TO FINAL ACCEPTANCE OF THE WORK. 9. THE CONTRACTOR'S OPERATIONS SHALL BE CONFINED TO AREAS OF NEW CONSTRUCTION. 10. ALL NECESSARY PROVISIONS SHALL BE MADE TO PROTECT EXISTING IMPROVEMENTS, LANDSCAPING, PAVING, CURBS, GALVANIZED SURFACES, ETC, AND THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO SAME RESULTING FROM THE CONSTRUCTION WORK. ALL DISTURBED AND DAMAGED AREAS SHALL BE RESTORED TO THEIR ORIGINAL CONDITION OR BETTER UPON COMPLETION OF ALL WORK TO THE SATISFACTION OF THE CONSTRUCTION MANAGER. 11. THE FOLLOWING CLEANUP TASKS SHALL BE PERFORMED AS FOLLOWS: (1) ON A DAILY BASIS, KEEP THE GENERAL AREA CLEAN AND HAZARD FREE, REMOVING ALL WASTE, DEBRIS AND TRASH FROM THE SITE AND DISPOSING OF SAME IN A LEGAL MANNER. (2) UPON COMPLETION. LEAVE THE PREMISES IN A CLEAN CONDITION AND FREE FROM PAINT SPOTS, DUST, OR SMUDGES OF ANY NATURE. 12. ALL EQUIPMENT AND MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH THE RESPECTIVE MANUFACTURERS RECOMMENDATIONS EXCEPT WHERE IT IS SPECIFICALLY INDICATED OTHERWISE IN THE CONTRACT DOCUMENTS OR WHERE LOCAL CODES OR REGULATIONS TAKE PRECEDENCE. 13. ALL WORK PERFORMED AND MATERIALS INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES, REGULATIONS AND ORDINANCES. THE CONTRACTOR SHALL GIVE ALL NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, RULES, REGULATIONS AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY HAVING JURISDICTION OVER THE PERFORMANCE OF THE WORK. MECHANICAL AND ELECTRICAL SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH ALL APPLICABLE MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS AS WELL AS LOCAL AND STATE CODES, ORDINANCES AND APPLICABLE REGULATIONS. 14. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK AT ALL TIMES, USING THE BEST SKILLS AND ATTENTION. HE SHALL BE SOLELY RESPONSIBLE FOR ALL OF THE CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES AND FOR COORDINATING ALL PORTIONS OF THE WORK, INCLUDING CONTACT AND COORDINATION WITH THE CONSTRUCTION MANAGER AND WITH THE OWNER'S AUTHORIZED REPRESENTATIVE. 15. WITHIN TEN (10) WORKING DAYS AFTER PROJECT COMPLETION, THE CONTRACTOR SHALL PROVIDE A COMPLETE SET OF AS -BUILT DRAWINGS, SWEEP TEST, CYLINDER TESTS, LIEN RELEASES, AND OTHER CLOSEOUT DOCUMENTATION AS REQUIRED BY THE OWNER. ALL SYSTEMS SHALL BE COMPLETELY ASSEMBLED, TESTED, ADJUSTED AND DEMONSTRATED TO BE READY FOR OPERATION PRIOR TO THE OWNER'S ACCEPTANCE. THE'" BE PL ,,T4'S AND ALL PROPOSED Va7OFNK ARE SUBJECT TO ANY CORRC:07EO1E3 REQUIRED BY FIELD INSPECTORS THA tI:I.Y ° AY By NEMSAI R'l IN ORLIZIN TO CO L�d'_jLY VVI T H ALL APPLICAt?LE eGDES. 1. THE APPROPRIATE UTILITY LOCATING SERVICES SHALL BE CONTACTED PRI 1 THE START OF CONSTRUCTION IN ORDER TO VE THE EXACT LOCATION OF ALL EXISTING UNDERGROUND UTILITIES. 2. THE INSTALLATION OF NEW UTILITIES SHALL BE COORDINATED WITH LOCAL AUTHORITIES. 3. ALL EXISTING ACTIVE SEWER, WATER, GAS, ELECTRIC AND OTHER UTILITIES, WHERE ENCOUNTERED IN THE WORK, SHALL BE PROTECTED AT ALL TIMES. WHERE REQUIRED FOR THE PROPER EXECUTION OF THE WORK, SUCH UTILITIES SHALL BE RELOCATED AS DIRECTED BY THE CONSTRUCTION MANAGER. EXTREME CAUTION SHALL BE USED WHEN EXCAVATING OR DRILLING PIERS AROUND OR NEAR UTILITIES. 4. RUBBISH, STUMPS, DEBRIS, STICKS, STONES AND OTHER REFUSE SHALL BE REMOVED FROM THE SITE AND DISPOSED OF LEGALLY. 5. ALL EXISTING INACTIVE SEWER, WATER, GAS, ELECTRIC AND OTHER UTILITIES THAT INTERFERE WITH THE EXECUTION OF THE WORK SHALL BE REMOVED AND/OR CAPPED, PLUGGED OR OTHERWISE DISCONTINUED AT POINTS THAT WILL NOT INTERFERE WITH THE EXECUTION OF THE WORK, SUBJECT TO THE APPROVAL OF THE LANDLORD AND/OR LOCAL UTILITIES. 6. DISTURBANCE TO THE EXISTING SITE DURING CONSTRUCTION SHALL BE MINIMIZED. 7. ANY AREAS OF THE CONSTRUCTION SITE DISTURBED BY THE WORK AND NOT COVERED BY THE TOWER, EQUIPMENT OR ORNEWAY, SHALL BE GRADED TO A UNIFORM SLOPE. SUCH GRADING SHALL CAUSE SURFACE WATER TO FLOW AWAY FROM ANY EQUIPMENT SHELTER AND TOWER AREAS AND THE SOIL SHALL BE STABILIZED TO PREVENT EROSION. EROSION CONTROL MEASURES,IF REQUIRED DURING CONSTRUCTION, SHALL BE IN CONFORMANCE WITH THE LOCAL GUIDELINES FOR EROSION AND SEDIMENT CONTROL 8. THE SUB -GRADE SHALL BE COMPACTED AND BROUGHT TO A UNIFORM GRADE PRIOR TO FINISHED SURFACE APPLICATION. 9. BACKFILL SHALL CONSIST OF CLEAN SAND FILL APPROVED FOR USE BY THE ENGINEER. NO UNAPPROVED MATERIAL WILL BE ALLOWED. CLEAN SAND FILL SHALL BE FREE OF ALL ROOTS, BOULDERS, OR OTHER DELETERIOUS MATERIAL 10. THE CONTRACTOR SHALL RESTORE ALL DISTURBED AREAS TO EQUAL TO OR BETTER CONDITION THAN ORIGINAL 11. SITE SIGNAGE SHALL BE PROVIDED IN ACCORDANCE WITH THE TECHNICAL SPECIFICATIONS FOR SUCH SIGNAGE AS MAY BE CONTAINED IN THESE DRAWINGS. SITE WORK NOTES 121 MATERIAL A. ALL STRUCTURAL STEEL WORK SHALL CONFORM TO THE LATEST EDITION OF THE AISC "STEEL. CONSTRUCTION MANUAL". B. ALL STRUCTURAL STEEL WF BEAMS SHALL BE ASTM A992 AND -HOT DIPPED" GALVANIZED IN ACCORDANCE WITH ASTM A123 AND ASTM A153 STANDARDS. C. ALL STRUCTURAL PLATES, ANGLES, AND CHANNELS SHALL BE ASTM A36 AND "HOT DIPPED" GALVANIZED IN ACCORDANCE WITH ASTM A123 AND ASTM A153 STANDARDS. D. ALL TS MEMBERS SHALL BE ASTM A500 GRADE B (Fy=46ksT), AND "HOT DIPPED" GALVANIZED IN ACCORDANCE WITH ASTM A123 AND ASTM A153 STANDARDS. E. ALL STRUCTURAL PIPE MEMBERS SHALL BE ASTM A500 GRADE B (Fy=42ksi), AND "HOT DIPPED" GALVANIZED IN ACCORDANCE WITH ASTM A123 AND ASTM A153 STANDARDS. F. ALL NON-STRUCTURAL PIPE MEMBERS SHALL BE ASTM A53 GRADE B, AND "HOT DIPPED" GALVANIZED IN ACCORDANCE WITH ASTM A123 AND ASTM A153 STANDARDS. 2. DESIGN, FABRICATION, AND CONSTRUCTION OF ALL CONNECTIONS SHALL CONFORM TO ALSO STEEL CONSTRUCTION MANUAL 3. WELDING, A ALL WELDS, WELDERS, AND WELD INSPECTIONS SHALL CONFORM TO THE REQUIREMENTS OF AWS D 1.1. LATEST REVISION. B. ALL WELDS SHALL BE MADE WITH E7OXX LOW HYDROGEN ELECTRODES. C. ALL STEEL SHALL BE SPRAY GALVANIZED AFTER WELDING. 4. ALL BOLTS SHALL BE GALVANIZED 3/4" DIAMETER, A325-N, UNLESS NOTED OTHERWISE AND TIGHTENED TO A "SNUG TIGHT' CONDITION AS DEFINED BY AISC. SECURE NUT WITH LOCKING WASHER. 5. ANCHOR BOLTS SHALL CONFORM TO ASTM A307, UNLESS NOTED OTHERWISE. 6. THE CONTRACTOR/STEEL FABRICATOR SHALL LOCATE ANY REINFORCEMENT IN THE STRUCTURAL MEMBERS IN SUCH A MANNER SO THAT THERE WILL NOT BE CONFLICT WITH THE REINFORCEMENT WHEN INSTALLING ANCHORS. THE ANCHORS SHALL BE INSTALLED PER THE MANUFACTURER'S INSTRUCTION. 7. THE CONTRACTOR/STEEL FABRICATOR SHALL CONFORM TO THE MINIMUM EDGE DISTANCE REQUIREMENTS IN ACCORDANCE WITH THE AISC MANUAL OF STEEL CONSTRUCTION. 8. ALL STRUCTURAL STEEL SHALL BE FABRICATED TO FIT AT BOLTED CONNECTIONS WITHIN )(6 INCH TOLERANCE STRUCTURAL STEEL SHALL NOT BE FLAME CUT UNDER ANY CIRCUMSTANCES WITHOUT APPROVAL OF THE ENGINEER. 9. THE CONTRACTOR/STEEL FABRICATOR SHALL CAP OR SEAL ALL PIPES AS REQUIRED TO PREVENT RAINWATER INTRUSION. 10. THE CONTRACTOR/STEEL FABRICATOR SHALL SUBMIT SHOP DRAWINGS FOR REVIEW PRIOR TO ANY STEEL FABRICATION. AT THE CONTRACTORS OPTION, FIELD SPLICES MAY BE USED FOR ERECTION PURPOSES. IF FIELD SPLICES ARE USED, THE SHOP DRAWINGS SHALL INCLUDE ALL DETAILS FOR THE PROPOSED FIELD SPLICES. 11. AT THE CONTRACTOR'S OPTION, SHOP WELDS MAY BE USED INSTEAD OF FIELD WELDS. 12. SUBMIT ORIGINAL SHOP DRAWINGS, INCLUDING COMPLETE DETAILS, SCHEDULES OF FABRICATION AND ASSEMBLY, PROCEDURES, AND DIAGRAMS. INCLUDE DETAILS OF CUTS, CONNECTIONS, CAMBER, HOLE, AND OTHER PERTINENT DATA INDICATE WELDS BY STANDARD AWS A2.1 AND A2.4 SYMBOLS, AND SHOW SIZE, LENGTH, AND TYPE OF WELD. PROVIDE SETTING DRAWINGS, TEMPLATES, AND DIRECTIONS FOR INSTALLATION OF ANCHOR BOLTS AND OTHER ANCHORAGES TO BE INSTALLED AS WORK OF OTHERS' SECTIONS. REV DATE DESCRIPTION A 10/27/17 PRELMINARY B 11/6/17 REVISED 0 11/16/17 FOR PERMIT 1 12/4/17 REVISED 2 1/5/17 REVISED APX PROJECT NO.: 17-0107.95 DRAWN BY: C. BELLO CHECKED BY. M. --- THIS DRAWING IS COPYRIGHTED AND IS THE SOLE PROPERTY OF THE OWNER IT 0 PRODUCED SOLELY FOR USE BY WE OWNER AND ITS AFBTATES. REPRODUCTION OR USE OF THIS DRAWING AND/OR THE INFORMATION CONTAINED IN R IS FORBIDDEN WITHOUT WE WRITTEN PERMISSION OF THE OWNER A ap ENGINEERING GROUP 3400 IAKE11DE DRIVE. SUITE 525 MIRAMAR. R 33027 (954) 744-153B CERTIFICATE OF AUTHORIUTON 31948 t�tg)))/ at&t �-� 8601 W SUNRISE BOULEVARD PtUMCA70N, FL 33322 A P.♦♦♦♦ �� Q G•ENS ♦o No. 6831 N IS IF 4f ♦♦♦ RS O R 1 ID•a('1%* DATE OF (GKATURE: 1/5/17 MIDWAY RD 2 5690 ENVIRONMENT DRIVE i FO PIERCE. FL 34981 S GENERAL NOTES GENERAL NOTES 1 11 GENERATOR NOTES 13 l T2 37; { EXISTING 300't SELF-SUPPORT TOWER I F x— X— X— x— X— X— X— x— X J EXISTING EMPTY CONCRETE PAD (TYP.) x , x •. x EXISTING GENERATOR ON CONCRETE PAD , x � EXISTING SPRINT COAX BRIDGE x i -- EXISTING AT&T COAX BRIDGE x X EXISTING AT&T EQUIPMENT CABINET ON x CONCRETE PAD (TYP. OF 4) ' 1 PROPOSED ATST RRU � / C4 (IYP. OF 3) (STACKED). / Ib X EXISTING AT&T GPS ANTENNA S\ EXISTING AT&T UTILITY H—FRAME \ ePROPOSED AT6`T CABLES C3 (APPROXIMATE LENGTHS.` - SECTOR 8 — 190•t) x EXISTING LP TANK ON CONCRETE PAD EXISTING 6' HIGH CHAIN —LINK FENCE EXISTING 6' WIDE GATE (TYP.) EXISTING SPRINT UTILITY H—FRAME L%—%—xJ X—X—X—x—Xi A/C W/ 3—STRAND BARBED WIRE L — X — X — X — % — % — X — X X — X — % — X — EXISTING SPRINT EQUIPMENT CABINET ON CONCRETE PAD (TYP. OF 2) ,@I$]kIgelIP►I 1 M0FAI011 EXISTING SPRINT EQUIPMENT SHELTER pan /. EXISTING VERIZON WIRELESS L JL_ O EQUIPMENT SHELTER EXISTING SPRINT COAX BRIDGE EXISTING VERIZON WIRELESS COAX BRIDGE EXISTING T—MOBILE COAX BRIDGE I' x EXISTING T—MOBILE EQUIPMENT CABINET MOUNTED ON CONCRETE PAD (TYP. OF 3) EXISTING GENERATOR ON CONCRETE PAD x • X JII — — X — X — X — X EXISTING T—MOBILE UTILITY H—FRAME _ EXISTING GENERATOR ON CONCRETE PAD T MSC PUNS AND ALL PROPOSCO WOR't ASE SURdrCT TO ANY CORREM 003 REQUIRED BY FIELD INSPECTORS THAT fv"Ay By NECIWAR•T IN ORDER TO COferiPLY WITH i ALL APPLICABLE CrODES. REV DATE DESCRIPTION A 10/27/17 PRELIMINARY B 11/6/17 REVISED 0 11/16/17 FOR PERMIT 1 12/4/17 REVISED 2 1/5/17 REVISED APX PROJECT NO.: 17-0107.95 DRAWN BY: C. BE11A CHECKED BY: M. ABBEY 10 THIS DRAWNG IS COPYRIGHTED AND IS THE SOLE PROPERTY OF THE OWNER. R IS PRODUCED SOLELY FOR USE BY THE OWNER AND ITS AFFILIATES. REPRODUCTION OR USE OF THIS DRAWING AND/OR THE INFORMATION CONTAINED IN IT IS FORBIDDEN WITHOUT THE WRREN PERMISSION OF THE OWNER of (3 p ENGINEERING GROUP 3 00 LAKESIDE DRNE. SUITE 525 'IRAMPR, a 33027 (954) 744-1538 CERPRD TE OF AU ORDALON 31948 ff �?,' at&t 8601 W SUNRISE BOULEVARD PIUMMON. R 33322 i ,�4�Q••.•` G•E N ' No. 6831 N� :C ST OF 4! R 1 O P•;���� oi� oNAt R,mr 1�� DATE OFi IGNATURE: 1/5/17 MIDWAY RD 569 DRI PIVIERCNM�349E SHEET NAME COMPOUND PLAN SHEET NUMBER C1 TOP OF SELF-SUPPORT TOWER EL 300'f EXISTING VERIZON V EXISTING EXISTING T EXISTING RAID CENTER OF EXISTING AND PROPOS SEL 1. PRIOR TO CONSTRUCTION. CONTRACTOR SHALL ADVISE MASTEC CONSTRUCTION MANAGER OF THE ESTIMATED SITE DOWN TIME. 2. THIS DRAWING IS INTENDED TO DEPICT THE GENERAL LOCATION AND HEIGHT OF THE PROPOSED ANTENNAS ON THE EXISTING TOWER. CONSTRUCTION SHALL NOT PROCEED UNTIL A STRUCTURAL ANALYSIS REPORT HAS BEEN COMPLETED BY A PROFESSIONAL ENGINEER REGISTERED IN THIS STATE. CONCLUDING THAT THE EXISTING TOWER IS STRUCTURALLY ADEQUATE TO RESIST THE EXISTING AND PROPOSED LOADS. ELEVATION D _.®I 1 E10STING AT&T ANTENNA MOUNT TO BE 6 REMOVED AND REPLACED (TYP. OF 3) EX6TING AT&T RRU TO BE REMOVED (M. OF 3) EXISTING AT&T RAYCAP FIBER DISTRIBUTION UNIT EXISTING 300'± SELF SUPPORT TOWER EXISTING AT&T RRU TO BE RELOCATED CTYP. OF 3) EXISTING AT&T ANTENNA TO BE REMOVED AND REPLACED (TYP. OF 9) NOTE: REFER TO CURRENT RFDS FOR EQUIPMENT MODELS. ELEV. 156t THESE PLAil,'S AND ALL PRE SUBaCCTTOAN%(cO? sECTI.CP)S REQUIRED BY RELD INSPLLECTOr.S T)f.A'i G'AY BE NEC[SSAxY IN ORDER TO COP�tiU WI TH ALL A?PI-11-A Z! r In.. ^rr:r ECTOR g TO EXISTING ANTENNA PLAN Nrs 12 C3 PROPOSED AT&T ANTEN(TYPNA MOUNT OF 3) �p o N C3 RELOCATED AT&T RRU (TYP. OF 3) EXISTING AT&T RAYCAP FIBER DISTRIBUTION UNIT EXISTING 300't SELF SUPPORT TOWER C3ePROPOSED AT&T RAYCAP FIBER DISTRIBUTION UNIT 1 PROPOSED AT&T ANTENNA C3 (TYP. OF 9) (SEE NOTE 2) 2 PROPOSED AT&T Nam. C3 RRU CTYP. OF 6) 1. CONTRACTOR SHALL INSTALL RAYCAP DISTRIBUTION UNIT WITHIN 15 FEET FROM ALL RRH'S. 2. REFER TO CURRENT RFDS FOR EQUIPMENT MODELS. PROPOSED ANTENNA PLAN REV DATE DESCRIPTION A 10/27/17 PRELIMINARY B 11/6/17 REVISED 0 11/16/17 FOR PERMIT 1 12/4/17 REVISED 2 1/5/17 REVISED APX PROJECT NO.: 17-0707.95 DRAWN BY: C. BELLO CHECKED BY: M. ABBEY MIS DRAWING IS COPYRIGHTED AND IS THE SOLE PROPERTY OF THE OWNER. IT IS PRODUCED SOLELY FOR USE BY THE OWNER AND ITS AFFILIATES. REPRODUCTION OR USE OF THIS DRAWING AND/OR ME INFORMATION CONTAINED IN R IS FORBIDDEN WITHOUT THE WRITTEN PERMISSION OF THE OWNER. U % _�_� ENGINEERING GROUP 3 O IMMIX DRIVE SURE 525 MIRAMAR. FL 33027 (954) 744-158 CERFFIMM OF AUTHORIMON 31948 aut 0601 W SUNRISE BOULINARD PU AFON. R 33322 =1 E C, E N ' "' ' b ♦i No. 683 � N :C :W ♦ ST OF Aj ♦ v- o 156t DATE OF NATURE 1/5/17 MIDWAY RD SEC- 1 g 5611 E`IMF ONMENT OWE T05' FORT PIERCE FL 34981 ELEVATION AND ANTENNA PLANS NTs 3 c2 PROPOSED ANTENNA TILT BRACKET PROVIDED W/ ANTENNA PROPOSED PIPE MOUNTING BRACKETS PROVIDED W/ ANTENNA (TYP.) PROPOSED AT&T ANTENNA (TYP.) PROPOSED ANTENNA 3 MOUNTING PIPE (TYP.) e PROPOSED ANTENNA BRACKET PROVIDED W/ ANTENNA • NOTES' 1. UNIT SHALL BE MOUNTED AS PER MANUFACTURER'S RECOMMENDATIONS. 2. CONTRACTOR SHALL TIGHTEN ALL BOLTS TO A "SNUG TIGHT' CONDITION AS DEFINED BY AISC. ATB&�T� ROVED L PER RRU) rnvr w OR RELOCATED AT&T RRU (TYP.) PROPOSED ANTENNA 3 MOUNTING PIPE (TYP.) e EXISTING TOWER LEG (TYP.) PROPOSED ANTENNA MOUNT (CONNECT -IT / PVFM12-3-3-99-3, OR APPROVED EQUAL) PROPOSED 2WO ANTENNA MOUNTING PIPE (8°-v LONG) INCLUDED WITH MOUNT KIT) ANTENNA MOUNTING DETAIL Nml 1 RRU MOUNTING DETAIL NTsj 2 ANTENNA MOUNT DETAIL NITS 3 THGSi-: PLAN'S AND ALL PROPOS--D N. t1° a ARE SUBJECT TO ANY COR;I@CT!C� IS PROPOSED 2%O O.D. MOUNTING PIPE (4'-0' LONG) (TYP.) PROPOSED AT&T APPROVED RrOUTAED BY''RELD INSPECT F-S TH.P MOUNTING BRACKET • (TYP. OF 2 PER RRU) F lA7f BE NE'CE L LPY IN ORDEP, TO • I� PRO _ _ POLEMOUNT CGiJPLY WITH ALL Ap,%L}Cm8t E CGDEo. ® BRACIOET (PROVIDED BY MANUFACTURER) • Q® I I —FIBER OR DC • PROPOSED OR RELOCATED AT&T RAYCAP FIBER AND DC DISTRIBUTION UNIT PROPOSED ANTENNA MOUNT e FRAME (TYP.) PROPOSED FIBER AND DC CABLE ROUTED �d \ FROM EQUIPMENT (2) ?J" ROSENBERGER THREE PAIR POWER CABLES PARE% WR-VG86ST-BRD AND ood� F118ER C� ARE# FBERGER - U9BB-034-60000 oo �RELDCA� AT&T PROPOSED FIBER AND DC CABLE RUBBER GROMMET ROUTED TO PROPOSED RRH UNITS (1) ROSENBERGER SINGLE PAIR POWER (CONNECT-T° OR —CABLE SUPPORT BLOCK CABLES PARIj WR-VG82SF-BROA AND PROPOSED ANTENNA APPROVED EQUAL (1) ROSENBERGER SINGLE PAIR FIBER MOUNTING PIPE (TYP.) APPROT D EQUAL) CABLE PART/ FB-L98B-035-5000 (TYP. PER RRH) NOTES. PROPOSED CLAMP (CONNECT IT III CC700-8) (tw) 1. UNIT SHALL BE MOUNTED AS PER MANUFACTURER'S RECOMMENDATIONS. NOTES'• LE COPY 2. CONTRACTOR SHALL TIGHTEN ALL BOLTS TO A "SNUG TIGHT" CONDITION AS 1. UNIT SHALL BE MOUNTED AS PER DEFINED BY AISC. MANUFACTURER'S RECOMMENDATIONS. 3. CONTRACTOR SHALL INSTALL RAYCAP DISTRIBUTION UNIT WITHIN 15 FEET FROM 2. CONTRACTOR SHALL TIGHTEN ALL BOLTS TO A ALL RRH'S. SNUG TIGHT" CONDITION AS DEFINED BY AISC. SURGE SUPPRESSOR MOUNTING DETAIL NTs 4 RRU MOUNTING DETAIL NTB 5 FIBER AND DC CABLE MOUNTING DETAIL Nrs 6 REV DATE DESCRIPTION A 10/27/17 PRELIMINARY B 11/6/17 REVISED 0 11/16/17 FOR PERMIT 1 12/4/17 REVISED 2 1/5/17 REVISED AP% PROJECT ND.: 17-0107.95 DRAWN BY: C. BELID IN CHECKED BY: M. ABBEY THIS DRAWING IS COPYRIGHTED AND IS THE SOLE PROPERTY OF THE OWNER. IT IS PRODUCED SOLELY FOR USE BY THE OWNER AND ITS AFFILIATES. REPRODUCTION OR USE OF MIS DRAWING AND/OR THE INFORMATION CONTAINED IN R IS FORBIDDEN WTINOUT ME WRITTEN PERMISSION OF THE OWNER z 1� `� ENGINEERING GROUP 3400 LAKESIDE DRIVE. SURE 525 MIRAMAR, R M027 (954) 744-1538 CERTIFICATE OF AUMORI7ATION 31948 aut 8601 W SUNRISE BOULEVARD PLANATION. R. 33322 A. °E TV No. 683, / °••e DATE OF 4NATORE. 1/5/17 MIDWAY RD 5690 ENVIRONMENT DRIVE FO PIERCE FL 34981 DETAILS C3 i RRU MOUNTING DETAIL AT&T APPROVED BRACKET PER RRU) OAX POST (TYPJ AT&T MTe l 11 (NOT USED) 2 1 (NOT USED) REV DATE DESCRIPf1ON A 10/27/171 PRELIMINARY B 11/6/17 REVISED 0 11/18/77 FOR PERMIT 1 12/4/17 REVISED 2 1/5/17 REVISED APX PRWECT NO.: 17-0107.95 DRAWN BY: C. BELIO CHECKED BY. M. ABBEY THIS DRAWING IS COPYRIGHTED AND IS THE SOLE PROPERTY OF THE OWNER. IT IS PRODUCED SOLELY FOR USE BY THE OWNER AND ITS AFFILIATES. REPRODUCTION OR USE OF THIS DRAWING AND/OR THE INFORMATION CONTAINED IN IT IS FORBIDDEN WTIHOUT THE WRNTER PERMISSION OF THE OWNER. A a �i� ENGINEERING GROUP 3400 W(ESIDE DRIVE. SUITE 525 MIRAMAR. FL 33027 (954) 744-1538 CERTIRCATE DF AUTHORRATION 3194B 3 at&t C ply 8801 W SUNRISE BOULEVARD PIANTAPON. TL 33322 I No. 6831 y� :W ID THESE rLP'.%<S PND ALL r?OPOS�D WdCI'i4 AKE SUBJECT TO ANY CO► FIECTICIIS R�CU!nEU I_+Y'-!El.D IVSPECTOnS Tfi.>� IM-AY BE NECH-SA@'r IN OrriDER TO C:,li'd Y WITH H ALL AP LICIA E V CL.E.J. t DATE OF ftHATUH- 1/5/17 j MIDWAY RD DETAILS [(NOT USED) 14 1 (NOT USED) 15 1 (NOT USED) 16 C4 6 F I \\\�\ O J H � I II II . /0'0�\ / \\ H � IIII LEGEND: \\\ III I D A SECTOR GROUND BAR (TYP) \O IIII B COLLECTOR GROUND BAR \\ I III C ANTENNA D SINGLE PAIR FIBER & DC POWER \\ I I I E 1/2' JUMPER CABLE (TYP) F MOUNT PIPE IIII G DC POWER & FIBER TO RAYCAP UNIT I I I I I I — — — — — - H REMOTE RADIO UNIT (RRU) (IF APPLICABLE) I DC6 RAYCAP SURGE SUPPRESSOR (IF APPLICABLE) G J #2 AWG SOLID BARE OR JACKETED TINNED COPPER (TYP.) I;; oe�00J HOBS, 1. CONTRACTOR SHALL REFER TO AT&T GROUNDING AND BONDING PRACTICE TP-76416. ALL EXOTHERMIC CADWELDS SHALL BE PERFORMED BY CERTIFIED TECHNICIAN. 2. PROVIDE WEATHER PROOFING AND GROUNDING KIT TO BOND DC POWER CABLE SHIELD TO EXTERNAL HATCH PLATE GROUND BAR. 3. PROVIDE GROUND CONNECTION FOR DC POWER CABLE SHIELD TO 'P' SECTION OF CRGB WITHIN SHELTER. 4. CONTRACTOR SHALL USE THEFT RESISTANT GROUND WIRES AND BARS WHEN FEASIBLE. 5. CONTRACTOR SHALL MAINTAIN A 12' MINIMUM GROUND WIRE BEND RADII. 6. GROUND LUGS, HEATSHRINK AND CLAMPS DEVICES SHALL COMPLY WITH AT&T GROUNDING AND BONDING PRACTICE TP-76416. EXISTING GROUNE BAF #2 AWG SOLID BARE OR JACKETED TINNED COPPER (TYP-) %- SS WASHER 34 A4 SS BOLT %' SS WASHER SS LOCK WASHER SS NUT THESE rU-.ivS AND ALL PROPOS:D %•'Dpj,e LIRE SUP;ECT TO ANY CONRECTPCtIS FIE0113ED BY FIELD INSPECT DRS T11.47 •':.AY tac t4ECES8ARY IN DRD2R TO Ham: C3TI'LYWITH ALL APFIL1C.flE CCuE,3. 1. UTILIZE EXISTING AT&T GROUND BARS AND GROUNDING. 2. ADD GROUND BARS IF THERE ARE INSUFFICIENT LUG POSITIONS. 3. REFERENCE AT&T BONDING & GROUNDING PRACTICE TP76416. TYPICAL GROUND BAR CONNECTION DETAIL NTsI 21 1. RECORD DRAWINGS: MAINTAIN A RECORD OF ALL CHANGES, SUBSTITUTIONS BETWEEN WORK AS SPECIFIED AND INSTALLED. RECORD CHANGES ON A CLEAN SET OF CONTRACT DOCUMENTS WHICH SHALL BE TURNED OVER TO THE CONSTRUCTION MANAGER UPON COMPLETION OF THE PROJECT. 2. GUARANTEE/WARRANTY.- GUARANTEE INSTALLATION TO BE FREE OF DEFECTS, SHORTS, GROUNDS, ETC., FOR A PERIOD OF ONE YEAR. FURNISH WARRANTY SO THE DEFECTIVE MATERIAL AND/OR WORKMANSHIP WILL BE REPAIRED/REPLACED IMMEDIATELY UPON NOTIFICATION AT NO COST TO THE OWNER FOR PERIOD OF WARRANTY. 3. ALL TIE WRAPS SHALL BE CUT FLUSH WITH APPROVED CURING TOOL TO REMOVE SHARP EDGES. 4. ELECTRICAL METALLIC TUBING (EMT) OR RIGID NONMETALLIC CONDUIT (I.E. RIGID PVC SCHEDULE 40. OR RIGID PVC SCHEDULE 80 FOR LOCATIONS SUBJECT TO PHYSICAL DAMAGE) SHALL BE USED FOR EXPOSED INDOOR LOCATIONS. 5. UQUID-TIGHT FLEXIBLE METALLIC CONDUIT (UOUID-TTTE FLEX) SHALL BE USED INDOORS AND OUTDOORS, WHERE VIBRATION OCCURS OR FLEXIBILITY IS NEEDED. 6. WIREWAYS SHALL BE EPDXY -COATED (GRAY) AND INCLUDE A HINGED COVER, DESIGNED TO SWING OPEN DOWNWARD; SHALL BE PANDUIT TYPE E (OR EQUAL); AND RATED NEMA 1 (OR BETTER) INDOORS, OR NEMA 3R (OR BETTER) OUTDOORS. 7. EQUIPMENT CABINETS, TERMINAL BOXES, JUNCTION BOXES, AND PULL BOXES SHALL BE GALVANIZED OR EPDXY -COATED SHEET STEEL, SHALL MEET OR EXCEED UL 50. AND RATED -- -- NEMA 1 (OR BETTER) INDOORS, OR NEMA 3R (OR BETTER) OUMOORS. 8. METAL RECEPTACLE, SWITCH, AND DEVICE BOXES SHALL BE GALVANIZED, EPDXY -COATED, OR NON -CORRODING; SHALL MEET OR EXCEED UL 514A AND NEMA OS 1; AND RATED NEMA 1 (OR BETTER) INDOORS, OR WEATHER PROTECTED (WP OR BETTER) OUTDOORS. 9. NONMETALLIC RECEPTACLE, SWITCH, AND DEVICE BOXES SHALL MEET OR EXCEED NEMA OS 2; AND RATED NEMA i (OR BETTER) INDOORS, OR WEATHER PROTECTED (WP OR BETTER) OUTDOORS. 10. CONTRACTOR SHALL REFER TO AT&T GROUNDING AND BONDING PRACTICE TP-76416. REV DATE DESCRIPTION A 10/27/17 PRELIMINARY B 11/6/17 REVISED 0 11/16/17 FOR PERMIT 1 12/4/17 REVISED 2 1/5/17 REVISED APX PROJECE NO.: i7-0107.95 DRAWN BY: C. BE11D CHECKED BY: M. ABBEY THIS DRAWING IS COPYRIGHTED AND IS THE SOLE PROPERIY OF THE OWNER. IT IS PRODUCED SOLELY FOR USE BY THE OWNER AND ITS AFFILIATES. REPRODUCTION OR USE OF THIS DRAWING AND/OR THE INFORMATION CONTAINED IN IT IS FORBIDDEN WTTHOUT THE WRITTEN PERMISSION OF THE OWNER. 1! apA ��.—_UP ENGINEERING GROUP 3400 W(ESIDE DRNE. SWE 525 MRMNR. R 33027 (954) 744-1538 CERTIFICATE OF AUTHORRA➢ON 31948 F at&t 8601 W SUNRISE BOULEVARD PIANTATION. FL 33322 J••i �J0` A V - ,��`AP�'•\ GCE N S•. �. � No. 683 N; :Lu • ST OF : b'. 10 ,�s` R 1 ID aC',,,,�� °•.� A NAL.���� DATE OF GNATTUURE �-1/5/17 MIDWAY RD DETAILS l'- ANTENNA GROUNDING SCHEMATIC (TYP.) NTsl 11 GROUNDING NOTES H LLl= 3 l C5 r TH[S� AND ALL PROPOSE() LVQV"' DC / FIBER DEMARCATION BOX ARE SUEvIyCTTOANY GO MEC721-ja'- REQ1.1Th'1_D UT HELD HNOECTOY S Tff.V 1 rAll �� C�CC �.n7vi,fzli I(`: OR ��i I J �.,� . Cv:ei V1: I;'i ALL niJ:SL)(.ei i Cld3'ty, RAYCAP DC FIBER DEMARCATION BOX CABLES MOUNTING HEIGHT MODEL QUANTITY MODEL SIZE QUAMTIY LENGTH PER LINE f156'-0" DC6-48-60-18-8F 2 ROSENBERGER (18) PAIR FIBER TRUNK 3/8" 2 t190'-0' (6) / AWG CONDUCTOR SHIELDED DC CABLE 3/4" 4 t190'-0' ANTENNA AND COAX SCHEDULE ANTENNA CABLES RRU A2 TMA DIPLEXER FILTER SECTOR AZIMUTH RAD ANTENNA MAKEMODEL ANTENNA MODEL ANTENNA MECH ELECT CABLE MODEL SIZE B OF CABLE LENGTH COLOR MODEL OTY. QTY. MODEL QN. MODEL TOWER QUANTITYCENTER GROUND OTY. ALPHA (Al) 345' 156'-0' KATHREIN 80010864 1 - - ROSENBERGER FIBER JUMPER DC6 TO RRU 3 8" 2 15' 1 RED RRUS-32 1 ROSENBERGER SINGLE PAIR DC CABLES DC6 TO RRU 7 16" 2 15' 1 2" COAX JUMPER RRU TO ANTENNA 1 2" 6 10, - - - - - - - 1-5 8" COAX 1-5 8" 2 E - ALPHA (A2) ALPHA (A3) 345' 156'-0' KATHREIN 80010864 1 - - ROSENBERGER FIBER JUMPER DC6 TO RRU) 3 8" 2 1 15' 3 RED RRUS-11 1 - ROSENBERGER SINGLE PAIR DC CABLES (DC6 TO RRU 7 16" 2 15' RRUS-32 1 1 2" COAX JUMPER RRU TO ANTENNA 1 2" 6 10' _ ALPHA (A4) 345' 156'-0' KATHREIN 80010864 1 _ _ ROSENBERGER FIBER JUMPER DC6 TO RRU 3 8" 2 15' 4 RED - - - ROSENBERGER SINGLE PAIR DC CABLES DC6 TO RRU 7/16" 2 15' 1 2" COAX JUMPER RRU TO ANTENNA i 2" 6 10' 1 5 8" COAX 1-5 8" 2- BETA (B1) 105' 156'-0' ANDREW SBNHH-iD85A 1 _ - ROSENBERGER FIBER JUMPER DC6 TO RRU 3 8" 2 15' 1 BLUE RRUS-32 1 - - ROSENBERGER SINGLE PAIR DC CABLES DC6 TO RRU 7/16" 2 15' 1 2" COAX JUMPER RRU TO ANTENNA 1 2" 6 10' - - - - - - - - - - 1-5 8" COAX 1-5/8 2 (E) BETA (82) BETA (B3) 105' 156'-0' ANDREW SBNHH-1D85A 1 - - ROSENBERGER FIBER JUMPER DC6 TO RRU 3 8" 2 15' 3 BLUE RRUS-11 1 ROSENBERGER SINGLE PAIR DC CABLES DC6 TO RRU 7 16" 2 15' RRUS-32 1 1 2" COAX JUMPER RRU TO ANTENNA 1 2" 6 10' BETA (B4) 105' 156'-0' ANDREW SBNHH-iD85A 1 - - ROSENBERGER FIBER JUMPER DC6 TO RRU 3 8" 2 15' 4 BLUE ROSENBERGER SINGLE PAIR DC CABLES DC6 TO RRU 7 16" 2 15' 1 2" COAX JUMPER RRU TO ANTENNA 1 2" 658" 10' 1-5 8" COAX 1- 2 E - GAMMA (G1) 225' 156'-0' ANDREW SBNHH-1DBSB 1 - - ROSENBERGER FIBER JUMPER DC6 TO RRU 3 8" 2 15' 1 GREEN RRUS-32 1 ROSENBERGER SINGLE PAIR DC CABLES DC6 TO RRU 7 16" 2 15' 1 2" COAX JUMPER RRU TO ANTENNA 1 2" 6 10' - - _ - - - - - - - 1-5 8" COAX 1-5/8- 2 E GAMMA (G2) GAMMA (G3) 225' 156'-0' ANDREW SBNHH-1DBSB 1 - - ROSENBERGER FIBER JUMPER DC6 TO RRU) 3 8" 2 15' 3 GREEN RRUS-11 1 ROSENBERGER SINGLE PAIR DC CABLES DC6 TO RRU 7 16" 2 15' RRUS-32 1 1 2" COAX JUMPER RRU TO ANTENNA 1 2" 6 10' _ GAMMA (G4) 225' 156'-0' ANDREW SBNHH-1D85B 1 - - ROSENBERGER FIBER JUMPER DC6 TO RRU) 3 8" 2 15' 4 GREEN - - - ROSENBERGER SINGLE PAIR DC CABLES (DC6 TO RRU 7/16" 2 15' 1 2" COAX JUMPER RRU TO ANTENNA 1 2" 6 10. 1-5/8- COAX 1-5 8" 2 E DELTA (D1) - - - - - - DELTA (D2) - u� DELTA (D3) DELTA (D4) TOTAL EXISTING 9 TOTAL REMOVED 9 TOTAL REPLACED 9 OVERALL TOTAL 9 TOTAL ACTIVE COAX 12 (E) TOTAL 9 0 TOTAL 0 TOTAL 0 0 - 0 POWER 18 270' LEGEND (E) = EXISTING FIBER 18 270' JUMPER 54 540' 5/1EB' CABLES 3 (E) ANTENNA AND COAX SCHEDULE 1 REV DATE DESCRIPNON A 10/27/17 PREUMINARY B 11/6/17 REVISED 0 11/16/17 FOR PERMIT 1 12/4/17 REVISED 2 1/5/17 REVISED APX PROJECT NO.: 17-0107.95 DRAWN BY: C. BMW CHECKED BY: M. ABBEY W, " M4 $�Il ull