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HomeMy WebLinkAboutPLANSSCANNED BY St, Lucie County f1."`lYt L.,e: "r �i _. .. is `IC,II) uiU J at&t r: rR ti !.N S Te RECEIVED F P 3 8 FEB 15 2019 (FA 10070112) sT. Lucie County, Permitting CROWN CASTLE BU: 800642 16800 OKEECHOBEE ROAD FORT PIERCE, FL 34945 3C/4C & 4T4R CARRIER OVERLAY MRSFL014085 LOCAL MAP PROPERTY SUMMARY PROJECT DESCRIPTION INDEX OF DRAWINGS I I 1 ;1 I -' — I' � • '-•---"—I r `� I - " , SfTE LOCAIIo _ -' LL,--r _ _ I _ µ _ 1.- _ _ i ._...— I _.. I ------- , (-0 - - =( —' t''lQ I}, 1$1^=�-� IF, s�\`_N� ,li- - ^b"�• `�- �I _-ram—�i�F FOLIO 3201-244-0039-000-8 PROPERTY OWNER EVANS PROPERTIES, INC. 660 BEACHLAND BOULEVARD, #301 VERO BEACH, FL 32963 lA�101: 27.381470' N LONGITUDE 80496659' W ZONING JURISDICTION ST LUCIE COUNTY TOWER OWNER CROWN CASTLE _ 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. THE SCOPE OF WORK CONSISTS OF PROPOSING A WIRELESS INSTALLATION: REMOVAL OF (3) EXISTING ANTENNAS REMOVAL OF EXISTING RRUS (REMOTE RADIO UNITS) INSTALLATION OF (3) NEW ANTENNAS OF INSTALLATION OF (1) NEW SURGE SUPPRESSOR UNIT INSTALLATION OF (4) NEW RRUS (REMOTE RADIO UNITS) IN .ANTENNA. AREA __ INSTALLATION OF (3) NEW RRUS (REMOTE RADIO UNITS) IN SHELTER SHT. N0. DESCRIPTION REV. N0. TI TITLE SHEET 0 T2 GENERAL NOTES 0 C7 COMPOUND PLAN 0 C2 ELEVATION AND ANTENNA PLANS 0 C3 DETAILS 0 C3.1 DETAILS 0 C4 DETAILS 0 AN-1 ANTENNA SCHEDULE 0 E1 DC ELECTRICAL DEFAILS 0 EX DC ELECTRICAL DETAILS 0 E3 DC ELECTRICAL DETAILS 0 VICINITY MAP R VIEWED S i O c ., _ • - _ i. _ - ®'`� " '" e` ' ♦� I 1 % L F •; 1., SITE LOCATI rm�LLn xm.n4 b r " i'1�"2 '@ waa oE° er mam uuz - CC.'z w� - { I - . N DESIGN CRITERIA CODE COMPLIANCE FOR DESIGN WIND SPEED: 154 MPH (ULTIMATE, 3-SECOND GUST) 119 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 ADOPTEDBY THE LOCAL GOVERNING AUTHORITIES. NOTHING IN THESE PLANS IS TO BE COONDSTRUED TO PERMIT WORK NOT CONFORMING TO THESE C. 1. FLORIDA BUILDING CODE, 6th EDITION (2017). 2. NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) 70-14, NATIONAL ELECTRICAL CODE, 2014 EDITION. 3. ASCE 7-10. 4. TIA-222-G WITH ADDENDUMS 1. 2. 3 AND 4 APPUCABLE STANDARDS. 5. LIFE SAFETY CODE NFRA-101-2015. 6. FLORIDA FIRE PREVENTION CODE, 6th EDITION (2017). 7. AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC) 360-10 AND 341-10. 8. UNDERWRITERS LABORATORIES (U.L) APPROVED ELECTRICAL PRODUCTS. 9. LOCAL JURISDICTIONAL REQUIREMENTS. +o. crrc/couNrr ORDINANCES. ' BUCC RF DESIGN VERIFICATION DESIGN BASED ON RFDS #2104813 DATED 10/11/18. CONTRACTOR SHALL REQUEST CURRENT RFDS AND CURRENT WORKBOOK FROM MASTEC NETWORK SOLUTIONS CONSTRUCTION MANAGER PRIOR TO CONSTRUCTION REV DATE DESCRIPTION A 5/7/18 PRELIMINARY 9 1/23/19 REVISED C 1131119 REVISED 0 2/8/19 FOR PERMIT AP% PROJECT NO.: 18-01fi3.19 DRAWN BY: A WARREN CHECKI 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 IIS AFFILIATES. REPRODUCTION OR USE OF THIS DRAWING AND/OR THE INFORMATION CONTAINED IN D IS FORBIDDEN WITHOUT THE WRITTEN PERMISSION OF THE OWNER A apx ENGINEERING GROUP 3400 WESIDE DRNE SUn 325 uIRA . R 33027 (95) 744-IMB CEH,IFlGIE OF AUIHORUATION 31948 at&t fifi01 W SUNRISE BOULEVARD PU AFON. FL 33322 1 FJdl•"•Ef ��\SO/� 7ER etJ� .C•\�NS�•.i 9 ST OF : 4U O R=�� A i DATE OF BIGNATUREi 2/8/19 FP38 16800 OKEECHOBEE ROAD FORE PIERCE FL 34945 SHEET NAME TITLE SHEET SHEET NUMBER T1 1. FOR tHE PURPOSES OF THESE CONSTRUCTION DRAWINGS, THE FOLLOWING DEFINITIONS SHALL APPLY: 1. THE APPROPRIATE UTILITY LOCATING SERVICES SHALL BE CONTACTED PRIOR TO THE START OF CONSTRUCTION IN ORDER TO VERIFY THE EXACT LOCATION OF ALL EXISTING UNDERGROUND UTILITIES. 2. THE INSTALLATION OF NEW UTILITIES SHALL BE COORDINATED WITH LOCAL AUTHORITIES. OWNER - AT&T MOBILITY ENGINEER - APX ENGINEERING GROUP, LLC. 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 CONTRACTOR - GENERAL CONTRACTOR (CONSTRUCTION) THE CONSTRUCTION MANAGER. EXTREME CAUTION SHALL BE USED WHEN EXCAVATING OR DRILUNG PIERS AROUND OR NEAR UTILITIES. 4. RUBBISH, STUMPS, DEBRIS, STICKS, STONES AND OTHER REFUSE SHALL BE REMOVED FROM THE SITE AND DISPOSED OF LEGALLY. 2. PRIOR TO SUBMITTING HIS BID, THE CONTRACTOR SHALL VISIT THE JOB SITE IN ORDER TO (1) VERIFY ALL EXISTING CONDITIONS, (2) 5. ALL EXISTING INACTIVE SEWER, WATER, GAS, ELECTRIC AND OTHER UTILITIES THAT INTERFERE WITH THE EXECUTION OF THE WORK CONFIRM WHETHER ALL DIMENSIONS ARE AS SHOWN ON THE PLANS AND (3) CONFIRM WHETHER THE WORK MAY BE ACCOMPLISHED AS SHALL BE REMOVED AND/OR CAPPED, PLUGGED OR OTHERWISE DISCONTINUED AT POINTS THAT WILL NOT INTERFERE WITH THE SHOWN. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE CONSTRUCTION MANAGER:- EXECUTION OF THE WORK, SUBJECT TO THE APPROVAL OF THE LANDLORD AND/OR LOCAL UTILITIES. 3. A 20-FOOT HORIZONTAL CLEARANCE DISTANCE SHALL BE MAINTAINED FROM ALL EXISTING POWER LINES. 6. DISTURBANCE TO THE EXISTING SITE DURING CONSTRUCTION SHALL BE MINIMIZED. 4. THE CONTRACTOR'S USE OF A CONSTRUCTION STAGING AREA SHALL BE COORDINATED WITH THE OWNER WELL IN ADVANCE OF THE CONSTRUCTION START DATE. 7. ANY AREAS OF THE CONSTRUCTION SITE DISTURBED BY THE WORK AND NOT COVERED BY THE TOWER, EQUIPMENT OR DRIVEWAY, REV DATE DESCRIPTION A 5/7/18 PRELIMINARY 9 1/23/19 REMSED C 1131119 REMSED 0 2/8/19 FOR PERMIT APX PROJECT NO.: 18-0163.19 DRAWN BY: A WARREN CHECKED BY: M. ABBEY SHALL BE GRADED TO A UNIFORM SLOPE. SUCH GRADING SHALL CAUSE SURFACE WATER TO FLOW AWAY FROM ANY I I'M ". 5. LABOR, MATERIAL, TOOLS, EQUIPMENT, TRANSPORTATION AND TEMPORARY POWER SERVICES NECESSARY FOR AND INCIDENTAL TO SHELTER AND TOWER AREAS AND THE SOIL SHALL BE STABILIZED TO PREVENT EROSION. EROSION CONTROL MEASURES,IF REQUIRED THIS DRAWING IS COPYRIGHTED AND IS COMPLETION OF ALL WORK SHALL BE PROVIDED AS INDICATED ON THE DRAWINGS AND/OR AS SPECIFIED HEREIN. LABOR AND MATERIALS DURING CONSTRUCTION, SHALL BE IN CONFORMANCE WITH THE LOCAL GUIDELINES FOR EROSION AND SEDIMENT CONTROL THE SOLE IDC SHALL BE FURNISHED AS REQUIRED FOR COMPLETE SYSTEMS, INCLUDING ALL ELEMENTS OBVIOUSLY OR REASONABLY INCIDENTAL TO A 8. THE SUB -GRADE SHALL BE COMPACTED AND BROUGHT TO A UNIFORM GRADE PRIOR TO FINISHED SURFACE APPLICATION. OWNER AND ITS AFFILIATES. REPRODUCTION OR USE OF THIS DRAWING COMPLETE INSTALLATION, WHETHER OR NOT SPECIFICALLY INDICATED ON THE PLANS. - AND/OR THE INFORMATION CONTAINED IN B. FOR TASKS REQUIRED TO BE PERFORMED BUT NOT CLEARLY DEFINED OR IDENTIFIED BY THE CONTRACT DOCUMENTS, THE CONTRACTOR 9. BACKFlLL SHALL CONSIST OF CLEAN SAND FILL APPROVED FOR USE BY THE ENGINEER. NO UNAPPROVED MATERIAL WILL BE ALLOWED. R IS FORBIDDEN WITHOUT THE WRITER PERMI39ION OF THE OWNER. SHALL NOT START WORK ON SUCH TASKS WITHOUT HAVING RECEIVED WRITTEN AUTHORIZATION FROM THE CONSTRUCTION MANAGER TO CLEAN SAND FILL SHALL BE FREE OF ALL ROOTS, BOULDERS, OR OTHER DELETERIOUS MATERIAL PROCEED. 10. THE CONTRACTOR SHALL RESTORE ALL DISTURBED AREAS TO EQUAL TO OR BETTER CONDITION THAN ORIGINAL 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 11. SITE SIGNAGE SHALL BE PROVIDED IN ACCORDANCE WITH THE TECHNICAL SPECIFICATIONS FOR SUCH SIGNAGE AS MAY BE CONTAINED THE SPECIFIED EQUIPMENT CANNOT BE INSTALLED AS SHOWN ON THESE DRAWINGS, CONTRACTOR SHALL PROPOSE AN ALTERNATIVE IN THESE DRAWINGS. SITE WORK NOTES 2 INSTALLATION FOR APPROVAL BY THE ENGINEER AND THE CONSTRUCTION MANAGER. � pX B. THE CONTRACTOR SHALL OBTAIN, PAY FOR AND DELIVER ALL REQUIRED PERMITS, CERTIFICATES OF INSPECTION, INCLUDING UTILITY 1, MATERIAL CONNECTION FEES, ETC., REQUIRED BY THE AUTHORITIES HAVING JURISDICTION AND SHALL DELIVER SUCH DOCUMENTS TO THE OWNER PRIOR TO FINAL ACCEPTANCE OF THE WORK. A ALL STRUCTURAL STEEL WORK SHALL CONFORM TO THE LATEST EDITION OF THE AISC 'STEEL CONSTRUCTION MANUAL'. ENGINEERING GROUP 9. THE CONTRACTOR'S OPERATIONS SHALL BE CONFINED TO AREAS OF NEW CONSTRUCTION. B. ALL STRUCTURAL STEEL WF BEAMS SHALL BE ASTM A992 AND "HOT DIPPED' GALVANIZED IN ACCORDANCE WITH ASTM A123 AND 34 O WEsmE DRIVE SUITE 323 10. ALL NECESSARY PROVISIONS SHALL BE MADE TO PROTECT EXISTING IMPROVEMENTS, LANDSCAPING, PAVING, CURBS, GALVANIZED ASTM A753 STANDARDS. - NiRAVAR, FLM027 (984) 744-108 SURFACES, ETC, AND THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO SAME RESULTING FROM THE CONSTRUCTION C. ALL STRUCTURAL PLATES. ANGLES, AND CHANNELS SHALL BE ASTM A36 AND 'HOT DIPPED' GALVANIZED IN ACCORDANCE WITH CERnRFl TE OF AUMORIl TON 31948 WORK. ALL DISTURBED AND DAMAGED AREAS SHALL BE RESTORED TO THEIR ORIGINAL CONDITION OR BETTER UPON COMPLETION OF ALL ASTM A123 AND ASTM A153 STANDARDS. WORK TO THE SATISFACTION OF THE CONSTRUCTION MANAGER. D. ALL SHALL BE ASTM A500 GRADE B (Fy=46ksi), AND 'HOT DIPPED' GALVANIZED IN ACCORDANCE WITH ASTM A723 MEMBERSA15STANDARDS. 11. THE FOLLOWING CLEANUP TASKS SHALL BE PERFORMED AS FOLLOWS: (1) ON A DAILY BASIS, KEEP THE GENERAL AREA CLEAN AND AND ASTM 753 A 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. E. ALL STRUCTURAL PIPE MEMBERS SHALL BE ASTM A500 GRADE B (Fy=42ksi). AND 'HOT DIPPED' GALVANIZED IN ACCORDANCE WITH ASTM A123 AND ASTM A753 STANDARDS. I�+�+ 12. ALL EQUIPMENT AND MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH THE RESPECTIVE MANUFACTURER'S RECOMMENDATIONS F. ALL NONSTRUCTURAL PIPE MEMBERS SHALL BE ASTM A53 GRADE B. AND 'HOT DIPPED' GALVANIZED IN ACCORDANCE WITH ASTM Q ■` ■` _� EXCEPT WHERE IT IS SPECIFICALLY INDICATED OTHERWISE IN THE CONTRACT DOCUMENTS OR WHERE LOCAL CODES OR REGULATIONS TAKE PRECEDENCE. A123 AND ASTM A153 STANDARDS. 13. ALL WORK PERFORMED AND MATERIALS INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES, REGULATIONS AND 8601 W SUNRISE 901. E MD ORDINANCES. THE CONTRACTOR SHALL GIVE ALL NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, RULES, REGULATIONS AND LAWFUL 2. DESIGN, FABRICATION, AND CONSTRUCTION OF ALL CONNECTIONS SHALL CONFORM TO AISC STEEL CONSTRUCTION MANUAL PUNTATION. R 33322 - - --ORDERS OF ANY PUBUC AUTHORITYHAVING JURISDICTION OVER THE PERFORMANCE OF THE WORK. MECHANICAL AND ELECTRICAL - SYSTEMS .SHALL BE INSTALLED IN ACCORDANCE WITH ALL APPUCABLE MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS AS WELL AS AND STATE CODES, ORDINANCES REGULATIONS. APPLICABLE LOCAL D 3 WELDING, E WORK ATTIMES, USING THE BEST SKILLS AND ATTENTION. HE SHALL BE 14. THCONTRACTOR SHALL SUPERVISE AND DIRECT THE A.ALL WELDS, WELDERS, AND WELD INSPECTIONS SHALL CONFORM TO THE REQUIREMENTS OF AWS D 1.1. LATEST REVISION. ,`�����?ER,%��i�� SOLELY RESPONSIBLE FOR ALL OF THE CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES AND FOR B. ALL WELDS SHALL BE MADE WITH E70XX LOW HYDROGEN ELECTRODES. E N �� •� COORDINATING ALL PORTIONS OF THE WORK, INCLUDING CONTACT AND COORDINATION WITH THE CONSTRUCTION MANAGER AND WITH THE ' OWNER'S AUTHORIZED REPRESENTATIVE. C. ALL STEEL SHALL BE SPRAY GALVANIZED AFTER WELDING. O 9 •'* *;• 15. WITHIN TEN (10) WORKING DAYS AFTER PROJECT COMPLETION, THE CONTRACTOR SHALL PROVIDE A COMPLETE SET OF AS -BUILT% 4. ALL BOLTS SHALL BE GALVANIZED DIAMETER, UNLESS NOTED OTHERWISE AND TIGHTENED TO A "SNUG TIGHT" CONDITIO ; DRAWINGS, SWEEP TEST, CYLINDER TESTS. LIEN RELEASES, AND OTHER CLOSEOUT DOCUMENTATION AS REQUIRED BY THE OWNER. ALL WITH WASHER, AS DEFINED BY AISC. SECURE NUT WITH LOCKING WASHER. �-O ; �• SYSTEMS SHALL BE COMPLETELY ASSEMBLED, TESTED, ADJUSTED AND DEMONSTRATED TO BE READY FOR OPERATION PRIOR TO THE •. ATE F OWNER'S ACCEPTANCE. 5. ANCHOR BOLTS SHALL CONFORM TO ASTM A307, UNLESS NOTED OTHERWISE. O R I 6. THE CONTRACTOR/STEEL FABRICATOR SHALL LOCATE ANY REINFORCEMENT IN THE STRUCTURAL MEMBERS IN SUCH A MANNER SO THERE WILL NOT BE CONFLICT WITH THE REINFORCEMENT WHEN INSTALLING ANCHORS. THE ANCHORS SHALL BE INSTALLED PER ��s' '�i�s'/pNA.- MANUFACTURER'S INSTRUCTION. /7 ZT,►Trfrt" o 7. THE CONTRACTOR/STEEL FABRICATOR SHALL CONFORM TO THE MINIMUM EDGE DISTANCE REQUIREMENTS IN ACCORDANCE WITH THE AISC IV'tE of SICNAIUREi 2/8/19 MANUAL OF STEEL CONSTRUCTION. B. ALL STRUCTURAL STEEL SHALL BE FABRICATED TO FIT AT BOLTED CONNECTIONS WITHIN NB INCH TOLERANCE. STRUCTURAL STEEL SHALL NOT BE FLAME CUT UNDER ANY CIRCUMSTANCES WITHOUT APPROVAL OF THE ENGINEER. FP38 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 CONTRACTOR'S OPTION, FIELD SPUCES MAY BE USED FOR ERECTION PURPOSES. IF FIELD SPLICES ARE USED, THE SHOP DRAWINGS 16800 OKEECHOBEE ROAD FORT PIERCE, FL 34M SHALL INCLUDE ALL DETAILS FOR THE PROPOSED FIELD SPLICES. SHEEP NAME 11. AT THE CONTRACTOR'S OPITON. SHOP WELDS MAY BE USED INSTEAD OF FIELD WELDS. GENERAL 12. SUBMIT ORIGINAL SHOP DRAWINGS, INCLUDING COMPLETE DETAILS, SCHEDULES OF FABRICATION AND ASSEMBLY, PROCEDURES, AND NOTES DIAGRAMS. INCLUDE DETAILS OF CUTS, CONNECTIONS, CAMBER, HOLE, AND OTHER PERTINENT DATA INDICATE WELDS BY STANDARD AVIS A2.1 AND A2.4 SYMBOLS, AND SHOW SIZE, LENGTH. AND TYPE OF WELD. PROVIDE SETTING DRAWINGS, TEMPLATES, AND DIRECTIONS FOR SHEET NUMBER INSTALLATION OF ANCHOR BOLTS AND OTHER ANCHORAGES TO BE INSTALLED AS WORK OF OTHERS' SECTIONS. T2 GENERAL NOTES 1 STEEL NOTES I3 EXISTING TELCC EXISTING EXISTING AT&T DIESEL EXISTING T-MOBILE CON EXISTING 6' HIGH CHAIN -I W/ 3-STRAND B/ EXISTING 6' LANDSCA EXISTING AT&T GF EXISTING AT&T C DOSDNG AND PROPOSED A (APPROX. 27(r:E EXISTING CONCRETE EXISTING COAX BF EXISTING VERIZC EQUIPMF EXISTING VERIZC EXISTING VERIZC LP 12't WIDE ACCESS TROUGH T-MOBILE UTILITY T-MOBILE EQUIPMENT (TP. OF 3) SPRINT DIESEL OR 245't IPPORT TOWER VERIZON WIRELESS i-FRAME I COMPOUND PLAN - ® 11) REV RATE DESCRIPTION A 5/7/18 PRELIMINARY B 1/23/19 REVISED C 1/31/19 REVISED 0 2/8/19 FOR PERMIT APX PROJECT NO.: 18-0163.19 DRAWN BY: A WARREN CHECKED BY: M. ABBEY THIS DRAWING IS COPYRIGHTED AND IS THE SOLE PROPERTY OF THE OWNER. IT IS PRODUCED SOLELY FOR USE BY WE OWNER AND ITS AFFILIATES. REPRODUCTION OR USE OF THIS DRAWING AND/OR THE INFORMATION CONTAINED IN R IS FORBIDDEN WITHOUT THE WRITTEN PERMISSION OF THE OWNER. A apx ENGINEERING GROUP 3400 IPI(ESIDE DRNE. SUNS 525 MlU R 33027 (954) 744-1538 C(MflGTE OF AU ORDATION 31948 61 at&t B601 W SUNRISE BOULEVARD PVATATON, R. 333V 85 9 ST :�4U ';6'%R,QP�N ►��!!� GATE OF,516,NAOlURE - 1 2/8/79 FP38 16800 OKEECHOBEE ROAD FORT PIERCE FL 34M SHEET NAME COMPOUND PLAN SHEET NUMBER C1 TOP OF TOWER EL 245 t EXISTING VERIZON WIRELESS ANTE""'"' EL EXISTING T-MOBILE ANTE EL : RAID CENTER OF EXISTING AND PROPOSED AT&T ANTE EL 1 EXISTING SPRINT ANT EL EXISTING SELF-SUPPORT GRADE EL O' (� � 1. PRIOR TO CONSTRUCTION, CONTRACTOR SHALL ADWSE 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. 3. PROPOSED CABLING TO BE ADDED TO TOWER PER THE STRUCTURAL ANALYSIS. P11 EXISTING AT&T ANTENNA (TYP. OF 6) EXISTING AT&T RRUS-32 (TYP. OF 5) sx26 CfO Ax s��sOQ-ry}d Nm REFER TO CURRENT RFDS FOR EQUIPMENT MODELS. EXISTING ANTENNA PLAN - a 4 EXISTING AT&T ANTENNA (TYP. OF 8) EXISTING AT&T RRUS-32 (TYP. OF 5) NYIElVNA7LITY!.GF�3 . C3 (SEE-(ROTE-2 e PROPOSED AT&T RRUS-015 25 (TYP. OF 3) NOTES 1. REFER TO CURRENT RFDS FOR EQUIPMENT MODELS. 2. IN FINAL CONFIGURATION, ALL ANTENNAS SHALL HAVE A MINIMUM 3' TIP -TO -TIP SPACING. 0 i ELEV. 203'f ELEV. 203't EXISTING AT&T RAYCAP FIBER DISTRIBUTION UNIT (TYP. OF 2) EXISTING AT&T RRUS-11 (TYP. OF 3) SECTOR B pGSfWG AT&T-ANTE:NNA TO GEC E?ANOVEOR*RREPL'ACm1`APtD REUDCATED (TYP. EXISTING AT&T ANTENNA MOUNT (TYP. OF 3) SECTOR a 9 :y // SECTOR B 95= 95 EXISTING AT&T RAYCAP FIBER DISTRIBUTION UNIT (TYP. OF 2) EXISTING AT&T RRUS-11 (TYP. OF 3) PROPOSED AT&T 4 RRUS-4426 66 C3 EXISTING AT&T ANTENNA MOUNT (1YP. OF 3) PROPOSED AT&T DC6 SURGE SUPPRESSOR e DISTRIBUTION UNIT 3• SECTOR B REV DATE DESCRIPTION A 5/7/18 PREDJUINARY B 1/23/19 REVISED C 1/31/19 REVISED 0 2/8/19 FOR PERMIT APX PROJECT NO.: 18-0163.19 DRAWN BY: A WARREN 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 AFFlWTES. REPRODUCTION OR USE OF THIS DRAWING' AND/OR THE INFORMATION CONTAINED IN R IS FORBIDDEN WITHOUT THE WRFIM PERMISSION OF ME OWNER a ENGINEERING GROUP 3400 UVESIDE ERNE SUITE 525 1AIRANAR. R 3W27 (954) 744-1530 CM11CATE OF AUTHDRI%WN 31948 2 aut 8601 W SUNRISE BDIJUWARO PIANTATON. R W322 XEZER 1: •'�G,kNs ( u VE ' NAV- %% . DATE OF SIGNATUREi - 2/8/19 FP38 16800 OKEECHOBEE ROAD FORT PIERCE FL 34M ELEVATION AND ANTENNA PLANS I ELEVATION 11 PROPOSED ANTENNA PLAN ® 13 J C2 PROPOSED AT&T APPROVED PROPOSED ANTENNA TILT BRACKET PROVIDED W_ / MOUNTING BRACKET (1YP. OF 2 PER RRU) ANTENNA • PROPOSED PIPE MOUNTING BRACKETS ANTENNA (TYP°) PROVITIED W/ ® . • �y n^ G / Or�.C�C'p"Pii PROPOSED AT&T ANTENNA e 4 pppp��c �p0000a op m pp.�"pp�,opoo c o p c opnpoo pp"ppo c o� oo"o PROPOSED 2W O.D. It W-O' LONG p'�o 0 o v o ANTENNA MOUNTING PIPE (EYP.) PROPOSED AT&T RRU MP.) e PROPOSED ANTENNA 1 11.9' MOUNTING PIPE CM.) e n NOTES, PROPOSED ANTMNPROVIDED W/ A BRACKET PROVIDED PLAN VIEW FRONT VIEW 1. UNIT SHALL BE MOUNTED AS PER ANTENNA MANUFACTURER'S RECOMMENDATIONS. MODEL.' NRER: COMMSCOPE BSB MODEL: SB.6 - 2. CONTRACTOR SHALL TIGHTEN ALL BOLTS TO A LEIS WEIGHT: 49.6 LEIS SNUG TIGHT' CONDITION AS DEFINED BY RISC. ANTENNA MOUNTING DETAIL Mrs 1 ANTENNA SPECS NTsj 2 RRU `MOUNTING DETAIL NTsj 3 -PROPOSED AT&T APPROVED 5.8'� .. MOUNTING BRACKET (TYP. OF 2 PER RRU) . • • Q • ® 5.4' • m M) ��oc`p,,ocO 13.2' P P SIDE VIEW a SIDE VIEW o �'oo PROPOSED ATW e 5 RRU - (iYP.) .s����,,pp;; m Mi sod .1s'`a+' 1" 6�d�?F.vd9dr'.I PROPOSED ANTENNA e MOUNTING PIPE (TYP.) - 1 ,do�`,r°°tiaJ6.',ds`ss I dddAldddd'da9 II F�13.19' }r I NOTES: PLAN VIEW FRONT VIEW PLAN VIEW FRONT VIEW 1. UNIT SHALL BE MOUNTED AS PER, MANUFACTURER'S RECOMMENDATIONS. MANUFACTURER: E RICSSON MANUFACTURER: ERICSSON 2. CONTRACTOR SHALL TIGHTEN ALL BOLTS TO A MODEL• RRUS 4426 B66 MODEL' RRUS 4415 825 'SNUG_nGHT' CONDITION AS DEFINED BY AISC. WE]GHT: 48.4 LBS WEIGHT 46.0 LBS RRU MOUNTING DETAIL NTs 4 . RRU SPECS wsl 5 1 RRU SPECS Mrs 6 REV DATE DESCRIPTION A 5/7/18 PRELIMINARY B 1/23/19 REVISED C 1/31/19 REVISED 0 2/8/19 FOR PERMIT APX PROJECT NO.: 18-0163.19 DRAWN BY: A WARREN CHECKED BY: M. ABBEY. THIS DRAWING IS COPYRIGNIED 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 TT IS FORBIDDEN WIHOUT THE WRDIEDI PERMISSION OF THE OWNER A apx ENGINEERING GROUP 3400 IANEEDE ORNE, SMITE 525 MIRAMAR. F. 3302E (954) 744-1538 'CERTflCATE OF AIRHOR4ATMN 31948 at&t 8601 W SUNRISE 60UL ARO P ATION, R M322 V • V IJ •� 9 . F •i O ' COR II'D O►�NyA L % DATE OF SIGNATU 2/B/1E FP38 1FFOORT 00 OPUM FLJ494�.5 DETAILS C3 EXISTING MOUNTING PIPE PROPOSED RAYCAP POLE MOUNT BRACI&T (PROVIDED BY MANUFACTURER) PROPOSED AT&T RAYCAP FIBER AND DC DISTRIBUTION UNIT W/ INTEGRATED SURGE PROTECTOR (PART/ DCS-/8-80-18-BF) C".) REV DATE DESCRIPIION A 5/7/18 PRELIMINARY B 1/23/19 REVISED C 1/31/19 REVISED 0 2/8/19 FOR PERMIT APX PROJECT NO.: 18-0163.19 DRAWN BY: A WARREN CHECKED BY. M. ABBEY PROPOSED FIBER AND DC CABLE ROUTED FROM EQUIPMENT - THIS DRAWING IS COPMGHTED AND IS (2) W ROSENBERGER THREE PAIR POWER - THE SOLE PROPERTY OF THE OWNER B CABLES PART/ WR-VG86ST-BRO AND _ IS PRODUCER SOLELY FOR USE THE OWNER AND ITS AFFILIATES.. (1) %- ROSENBERGER 18-PAIR REPRODUCTION FO USE OF THIS DRAWING CONTNED IN FIBER CABLE PART% FB-L98B-034-1OODO0 B�SOFORBIDDEN WITHOUT THE AI WRITTEN (7YP. PER SECTOR) PERMISSION OF THE OWNER PROPOSED FIBER AND DC CABLE _ ROUTED TO PROPOSED RRH UNITS _ CA ROSENBERGER SINGLE PAR POWER - CABLES PART] WR-VGB25f-BRDA AND (1) ROSENBERGER SINGLE PAIR FIBER CABLE PART/ap FB-1988-03B-S000 (TYP. PER'RRH) l m NOTE - _ ENGINEERING GROUP 3400 WMIDE DRIVE SUITE 525 1. UNIT SHALL BE MOUNTED AS PER MANUFACTURERS RECOMMENDATIONS. MIRmAR. R 33027 (954) 744-IMS 2. CONTRACTOR SHALL TIGHTEN ALL BOLTS TO A SNUG TIGHT" CONDITION AS CERTI I M OF N OROARON 31948 DEFINED BY AISC. 3. CONTRACTOR SHALL INSTALL RAYCAP DISTRIBUTION UNIT WITHIN 15 FEET FROM ALL RRH'S. SURGE SUPPRESSOR MOUNTING DETAIL NTs 1 (NOT USED) 2 (NOT USED) 13}&t 8601 W SUNRISE BOULEVARD PVNTATON. R 33322 �EZER o 5 19 m* OF : 4/s 'W,r' /ONALE��`�� NAM DATE OF SICNAIUIWIS 2/8/19 FP38 ISM OKEECHOBEE ROAD FORT PIERCE. FL 34M SHEET NAVE DETAILS SHEET NUMBER C3.1 (NOT USED) 4 (NOT USED) 5 (NOT USED) 6 ID © 1 I [A ' \ J II \ A SECTOR GROUND BAR (TYP) B COLLECTOR GROUND BAR \\ IIII C ANTENNA II I D SINGLE PAIR FIBER & CC POWER \ IIII E 1/2' JUMPER CABLE (TYP) F MOUNT PIPE G DC POWER & FIBER TO RAYCAP UNIT H REMOTE RADIO UNIT (RRU) (IF APPLICABLE) I DC6 RAYCAP SURGE SUPPRESSOR (IF APPLICABLE) III I J #2 AWG SOLID BARE OR JACKETED TINNED COPPER (TYP.) °l.�,E7Pe EXISTING GROUNC BAR IM #2 AWG SOLID BARE OR JACKETED TINNED COPPER (TYP.) %- SS WASHER %-o' SS BOLT SS WASHER irr SS LOCK WASHER 7y' SS NUT A�\\ NOTES, / 1. UTILIZE EXISTING AT&T GROUND BARS AND GROUNDING. 2. ADD GROUND 13ARS IF THERE ARE INSUFFICIENT LUG POSITIONS. �i 3. REFERENCE AT&T BONDING &GROUNDING PRACTICE TP76416. KOM: 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. C 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. ANTENNA GROUNDING SCHEMATIC (TYP.) 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 CUTTING TOOL TO REMOVE SHARP EDGES. 4. ELECTRICAL METALLIC TUBING (EMT) OR RIGID NONMIETALUC 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. LIQUID —TIGHT FLEXIBLE METALLIC CONDUIT (LIQUID—TITE 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) OUTDOORS. 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 1 (OR BETTER) INDOORS, OR WEATHER PROTECTED (WP OR BETTER) OUTDOORS. 10. CONTRACTOR SHALL REFER TO AT&T GROUNDING AND BONDING PRACTICE TP-76416. NmI 1 1 GROUNDING NOTES REV DATE DESCRIPTION A 5/7/18 PRELIMINARY B 1/23/19 REVISED C 1/31/19 REVISED 0 2/8/19 FOR PERMIT APX PROJECT NO.: 18-0163.19 DRAWN BY: A WARREN 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 TIS AFFILIATES. REPRODUCTION OR USE OF THI5 DRAWING AND/OR THE INFORMATION CONTAINED IN R IS FORBIDDEN WITHOUT THE WRTITEN PERMISSION OF THE OWNER. A apx ENGINEERING GROUP 3W0 W ESIDE DRIVE. SUOE 525 MiF . R 33027 (954) 744-153B CEAORCATE OF AUTHORQATON 31948 at&t 8601 W SUNRISE BOULEVARD P"ATION. R 33372 \qER ;�e E N p w a OF �OR10P,:��,. DATE OF SIGNATUREi — 2/8/19 9 Mrk, 15800 OKEECHOBEE ROAD FORT PIERCE FL 34M SHEET NAME DETAILS SHEET NUMBER 31 C4 DC / FIBER DEMARCATION BOX RAYCAP DC FIBER DEMARCATION BOX CABLES MOUNTING HEIGHT MODEL QUANTITY MODEL SIZE QUANTITY LENGTH PER LINE DC6-48-60-18-BF 1 2 (E) ROSENBERGER (18) PAIR FIBER TRUNK 3/8" 1 3 1 270't t203"-0' DC6-48-60-18-8F 1 1 (6) #8 AWG CONDUCTOR SHIELDED DC CABLE 3/4" 1 6 1 270't ANTENNA AND COAX SCHEDULE ANTENNA CABLES I RRU A2 TMA TRIPLEXER FILTER SECTOR AZIMUTH RAD CENTER ANTENNA MAK ANTENNA MODEL ANTENNA q MECH ELECT CABLE MODEL SIZE # OF CABLE LENGTH COLOR MODEL QTY. QTY. MODEL QTY. MODEL TOWER QUANTITYA GROUND MODEL QTY. DELTA (D7) 20' 203'-0' CCI HPA-33R-BUU -H6-K 1 - ROSENBERGER FIBER JUMPER DC6 TO RRU 3 8" 1 15' ROSENBERGER SINGLE PAIR DC CABLES DC6 TO RRU) 7 16" 1 15' 1 2" COAX JUMPER RRU TO ANTENNA 1 2" 4 10' ALPHA (A2) 350' 203'-0" COMMSCOPE SBNHH-1DB5C 1 - - ROSENBERGER FIBER JUMPER DC6 TO RRU 3 8" 3 1 15' 1 RED RRUS-11 1 2 ROSENBERGER SINGLE PAIR DC CABLES DC6 TO RRU 7 16" 2 15' RRUS-4478 B5 G i - - - - - 1 2" COAX JUMPER RRU TO ANTENNA 1 2" 6 10'- RRUS-4415 B25 1 1-5 8" COAX 1-5/8 2 - ALPHA (A3) 350' 203'-0" KATHREIN 800-10723 1 _ - ROSENBERGER FIBER JUMPER DC6 TO RRU 3 8" - 15' 3 RED - - ROSENBERGER SINGLE PAIR OC CABLES DC6 TO RRU 7/16" - 15' 1 2" COAX JUMPER RRU TO ANTENNA 1 2" 2 10' _ - - - - - - - 1-5 8" COAX 1-5/8 2 - - ALPHA (A4) 320• 203'-0" CCI HPA-33R-BUU -H6-K 1 _ - _ ROSENBERGER FIBER JUMPER DC6 TO RRU 3 8" 1 15' 4 RED RRUS-32 1 2 2 1 ROSENBERGER SINGLE PAIR DC CABLES DC6 TO RRU 7 16" 1 15' 1 2" COAX JUMPER RRU TO ANTENNA 1 2" 4 10' - BETA (BI) 96 203'-0" KATHREIN 800-10865 1 _ _ ROSENBERGER FIBER JUMPER DC6 TO RRU 3 8" 1 15' 1 BLUE RRUS-32 1 1 ROSENBERGER SINGLE PAIR DC CABLES DC6 TO RRU 7 16" 1 15' 1 2" COAX JUMPER RRU TO ANTENNA 1 2" 4 10' BETA (B2) _ _ BETA (83) 95• 203'-0" COMMSCOPE SBNHH-1DB5C 1 - _ ROSENBERGER FIBER JUMPER DC6 TO RRU 3 8" 5 15' 3 BLUE RRUS-11 1 2 ROSENBERGER SINGLE PAIR DC CABLES DC6 TO RRU 7 16" 3 15' RRUS-4478 B5 G 1 - - - - - - - 1/2- COAX JUMPER RRU TO ANTENNA 1 2" 6 10• �S-4415 B25 1 - - - - - - 1-5/8- COAX 1-5 8 2 - RRUS-4426 B66 1 - - BETA (B4) 95• .203'-0" KATHREIN 800-10723 i _ - ROSENBERGER FIBER JUMPER DC6 TO RRU 3 8" - 15' 4 BLUE 2 2 ROSENBERGER SINGLE PAIR DC CABLES DC6 TO RRU 7 16" - 15' 1 2" COAX JUMPER RRU TO ANTENNA 1 2" 2 10' - - - - - - - - - 1-5 8" COAX 1-5 8 2 - - ZETA (F1) 260' '203'-0" CCI HPA-33R-BUU -H6-K 1 ROSENBERGER FIBER JUMPER DC6 TO RRU 3 8" 1 15' _ 1 ROSENBERGER SINGLE PAIR DC CABLES DC6 TO RRU 7 16" 1 15' RRUS-32 1 - - - - - - - - 1 2" COAX JUMPER RRU TO ANTENNA 1 2" 4 10' - - - - GAMMA (G2) 230' 203'-0' - DOMMSCOPE SBNHH-1DBSC 1 - - _ ROSENBERGER FIBER JUMPER DC6 TO RRU 3 8" 3 15' 1 GREEN RRUS-11 1 2 ROSENBERGER SINGLE PAIR DC. CABLES DC6 TO RRU 7 16" 2 15' RRUS-4478 B5 G 1 - - - - - - - 1/2- COAX JUMPER RRU TO ANTENNA 1 2" 6 10• RRUS-4415 B25 1 - 1-5 8" COAX 1-5/8 2.- GAMMA (G3) 239 203'-0' KATHREIN 800-10723 1 - ' _ ROSENBERGER FIBER JUMPER DC6 TO RRU 3 8" - 15' GREEN 2 2 ROSENBERGER SINGLE PAIR DC CABLES DC6 TO RRU 7 16" - 15' 1 2" COAX JUMPER RRU TO ANTENNA 1 2" 2 10' - - - - - - - - - - 1-5/8- COAX 1-5/8 2 - GAMMA (G4) 200' 203'-0� CCI HPA-33R-BUU - -H6-K 1 _ _ ROSENBERGER FIBER JUMPER DC6 TO RRU 3 8" 1 15' 4 GREE RRUS-32 1 1 ROSENBERGER SINGLE PAIR DC CABLES DC6 TO RRU 1 2" COAX JUMPER RRU TO ANTENNA 7 16" 1 2" 1 4 15' 10' - TOTAL EXISTING 11E TOTAL REMOVED 3 TOTAL INSTALLED 3 OVERALL TOTAL 11 • - TOTAL 12 (E) TOTAL 15 0 TOTAL 6 TOTAL 6 FIBER 14 210' LEGEND (E) - EXISTING (G) - GROUND/SHELTER POWER 12 180' JUMPER 44 440' 5Q.6" CABLE 3 (E) ANTENNA AND COAX SCHEDULE REV DATE DESCMPDON A 5/7/I8 PREMMINARY B 1/23/19 REVISED C 1/31/19 REVISED 0 2/8/19 FOR PERMIT APX PROJECT NO.: 1B-D IS DRAWN BY: A WARREN CHECKED BY: M. ABBEY 00 WLL-LTEWCS Noeeds antenna offset to accommodate te: Sector nmodate antenna Azimuth on Antenna 1 & Antenna 4 Sector A & D _ _ FWLL Delta Sect I _ FWLLAlpha Sector NOTES: 1. CONTRACTOR SHALL USE ERICSSON PROVIDED OC POWER CABLE CONNECTOR. 2. CONTRACTOR SHALL REMOVE EXISTING UNUSED COAX AS NEEDED TO CREATE SPACE FOR PROPOSED CABLES. 4 20A 20A fL 25A 25A 20A LTE DIGITAL UNIT wim WCS RRH WCS RRH 700 LTE — — PCS RRH KEYNOTE LEGEND: 1. —48V DC POWER PLANT. 2. (1) RACK MOUNTED RAYCAP DC SURGE PROTECTOR (DC6-48-60—RM). 3. RAYCAP FIBER AND DC DISTRIBUTION UNIT (DC6-48-60-18—BF). 4. $8 AWG CONDUCTORS. 5. PROVIDE (2) 6—CONDUCTOR $8 AWG BUNDLES FOR DC POWER FROM RACK MOUNTED RAYCAP SURGE PROTECTION UNIT TO THE RAYCAP FIBER AND DISTRIBUTION UNIT ON TOWER. 6. PROPOSED FIBER AND DC CABLE ROUTED TO PROPOSED RRH UNITS. REV DATE DESCRIPTION A 5/7/18 PRUJMINARY B 1/23/19 REMSED C 1/31/19 REMSED 0 2/8/19 FOR PERMIT APX PROJECT NOa 18-0163d9 DRAWN BY: A WARREN CHECKED BY: M. ABBEY THIS DRAWING IS COPYRIGHTED AND IS THE SOLE PROPERTY OF THE OWNER. B IS PRODUCED SOLELY FOR USE BY ME OWNER AND ITS AFFILIATES. REPRODUCTION OR USE OF THIS DRAWING AND/OR THE INFORMATION CONTAINED IN R IS FORBIDDEN WUHDUT THE WRRTEN PERMISSION OF THE OWNER apx ENGINEERING GROUP 3400 IMMIDE DMIL WM 525 wRA . R 33027 (954) 744-1538 CEUnCATE OF AUP40R12ATON 3194a at&t Ml W SUNRISE BOULEVARD P ATON. R 33122 ER s92 ♦♦ v-C E N S ♦� �. 855 9: CZ: �<u ♦ t4.: R X (DATE OF SIGNATdRIii''- 2/8/19) FP38 16800 OKEECHOBEE ROAD FORT PIERCE FL 34M DC ELECTRICAL DETAILS RISER DIAGRAM (SECTORS A AND D) 1 11 DC RISER DIAGRAM 2j E1 A WLL - LTE WCS Sector Ha NOTES, 1. CONTRACTOR SHALL USE ERICSSON PROVIDED DC POWER CABLE CONNECTOR. 2. CONTRACTOR SHALL REMOVE EXISTING UNUSED COAX AS NEEDED TO CREATE SPACE FOR PROPOSED CABLES. 4 2 5 2— 25A fL _ _ 25A --- --- 30A -------- 111111MiMIIIIII 2rt DIGITAL It DIcrtAL UNIT 760 LTE RRH — PCS RRH — AWS RRH KEYNOTE LEGEND: 1. —48V DC POWER PLANT. 2. (1) RACK MOUNTED RAYCAP DC SURGE PROTECTOR (DC6-48-60—RM). 3. RAYCAP FIBER AND DC DISTRIBUTION UNIT (DC6-48-60-18—BF). 4. #8 AWG CONDUCTORS. 5. PROVIDE (2) 6—CONDUCTOR 08 AWG BUNDLES FOR DC POWER FROM RACK MOUNTED RAYCAP SURGE PROTECTION UNIT TO THE RAYCAP FIBER AND DISTRIBUTION UNIT ON TOWER. 6. PROPOSED FIBER AND DC CABLE ROUTED TO PROPOSED RRH UNITS. I RISER DIAGRAM (SECTOR B) L I DC RISER DIAGRAM 1 2j REV DATE DFSCRIPRON A 5/7/18 PRELIMINARY B 1/23/19 REVISED C 1/31/19 REVISED 0 2/8/19 FOR PERMIT APX PROJECT NO.: 1B—Owmq DRAWN BY: A WARREN CHECKED BY: M. ABBEY THIS DRAWING IS COPYRIGHTED AND IS ME SOLE PROPERTY OF THE OWNER. IT S PRODUCED SOLELY FOR USE BY THE AND/OR THE INFORMATION CONTAINED IN IT IS FORBIDDEN WITHOUT THE WRITTEN PERMISSION OF THE OWNER A apx ®_ ENOINEE0.ING GROUF SNIO W ESIDE DRNE, SURE 525 MNU . FL W027 (954) 744-1538 CERRDCATE OF AMORIWON 31948 aw 8601 W SUNRISE BOULEVARD P"ATON, R 33322 ♦ Z ��CENS'• .� 9 ' LL 9 . T O F _4U [DATE GF11*1;mmrw- FP38 16800 OKEECHOBEE ROAD FORT PIERCE FL 34945 SHEET HAVE DC ELECTRICAL DETAILS SHEET NUMBER E2 Y ,FRILL Zeta Sector WLL - LTE WCS Sector C & F Note: Sector needs antenna offset to accommodate antenna Azimuth on Antenna i & Antenna NOTES, 1. CONTRACTOR SHALL USE ERICSSON PROVIDED DC POWER CABLE CONNECTOR. 2. CONTRACTOR SHALL REMOVE EXISTING UNUSED COAX AS NEEDED TO CREATE SPACE FOR PROPOSED CABLES. FWLL Gamma Sector 4 2OA 20A fL _ 25A 25A 2rt I LTE 1 DIGITAL UNIT WCS RRH WCS RRH 700 LTE — — PCS RRH KEYNOTE LEGEND, 1. —48V DC POWER PLANT. 2. (1) RACK MOUNTED RAYCAP DC SURGE PROTECTOR (DC6-48-60—RM). 3. RAYCAP FIBER AND DC DISTRIBUTION UNIT (DC6-48-60-18—BF). 4. #8 AWG CONDUCTORS. 5. PROVIDE (2) 6—CONDUCTOR #8 AWG BUNDLES FOR DC POWER FROM RACK MOUNTED RAYCAP SURGE PROTECTION UNIT TO THE RAYCAP FIBER AND DISTRIBUTION UNIT ON TOWER. 6. PROPOSED FIBER AND DC CABLE ROUTED TO PROPOSED RRH UNITS. REV DATE DESCRIPTION A 5/7/18 PRELIMINARY B 1/23/19 REVISED C 1/31/19 REVISED 0 2/8/19 FOR PERMIT APX PROJECT NO.: 18-0183.19 DRAWN BY: A WARREN CHECKED BY: M. ABBEY oo THIS DRAWING IS COPYRIGHTED AND IS THE SOLE PROPERTY OF THE OWNER. IT IS PRODUCED SOLELY FOR USE BY THE OWNER AND ITS AFFILIATES. REPRODUCnON OR USE OF THIS DRAWING AND/OR THE INFORMATION CONTAINED IN IT IS FORBIDDEN WrWOUT THE WRITTEN PERMISSION OF THE OWNER apx s ENGINEERING GROUP 3400 MESIDE ORIV, SMITE 525 MIRAMAR. FL 33027 (954) 744-1538 CEFDFICAW OF AUMORRA=14 31948 4� at&t 8301 W SUNRISE BOULEVARD PUmATON, R M322 ,AA" S7 E R O/ ENSF. .� 9y/ SI� O� F ;-ORIN /ONA\- RATE OF SIGNATUNEF - 2/8/19 FP38 168DO OKEECHOBEE ROAD FORT PIERCE, FL 34945 DC ELECTRICAL DETAILS RISER DIAGRAM (SECTORS C AND F) 1 1 DC RISER DIAGRAM 211 E3