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HomeMy WebLinkAboutPLANSSCANNED BY 5t. Lucie County at&t FP38 i (FA 10070112) f-h0a F - CROWN CASTLE BU: 800642 C�dii S S REA 16800 OKEECHOBEE ROAZN�• FORT PIERCE, FL 34945 ; TEC} . FWLL 1st CARRIER OVERLAY MRSFLO10204 LOCAL MAP PROPERTY SUMMARY PROJECT DESCRIPTION INDEX OF DRAWINGS I { • r - - _ STTE LOCAno 't--""--� —" ,� I t I =--- 1 I I 1 I �1, QI -- - ;® ~•-- `"•ca'- �g���� ..__ r• �.._pwnm4 m°wnwur.ry I �TL--,Ii 11i FOLIO 3201-244-0039-000-8 PROPERTY OWNER EVANS PROPERTIES, INC. 660 BEACHLAND BOULEVARD, #301 VERO BEACH, FL 32963 LATITUDE 27.381470' N LONGITUDE 80 496659' 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: INSTALLATION OF (5) NEW ANTENNAS INSTALLATION OF () NEW RRUS (REMOTE RADIO UNITS) INSTALLATION OF (1) NEW SURGE SUPPRESSORS SHT. N0. DESCRIPTION REV. NO. T1 TITLE SHEET 0 T2 GENERAL NOTES 0 "-- I I T AI I I i'I - t �. I -- i C7 COMPOUND PLAN 0 C2 ELEVATION AND ANTENNA PLANS 0 C3 DETAILS 0 C4 DETAILS 0 AN-1 ANTENNA SCHEDULE 0 Et DC ELECTRICAL DETAILS 0 E2 DC ELECTRICAL DETAILS - 0 E3 DC ELECTRICAL DETAILS 0 Tf !ESE Pt*N5 AND ALL PRePOSED WORK . �__�,__��_,__ v I j r t.' I �o. I REQUIRED BY FIE6DINBPECTORB THAT MAYBE NECESSARY IN ORDER TO VICINITY MAP DESIGN CRITERIA CODE COMPLIANCE O--•- .O a - ® >7 .c -. r x >• -�% I ' t O it 'i�n6 r -.• ®-,:. I 'saxcaoa. • � `tom I iJ - - _R ys ! - �:.'' , ,. t, �"rTs; r j` .� s. a •. s SITE LOCAT10 % Jf - '. °? ' owe J, q, xw, cq ti., "r7 '' ppp DESIGN WIND SPEED: 154 MPH (ULTIMATE, 3-SECOND GUST) 119 MPH (NOMINAL, 3-SECOND GUST) EXPOSURE: KLATC 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 NOTHING IN THESE PLANS IS TO BE GOVERNING TO PERMIT CONSTRUED TO PERMR WORK NOT CONFORMING TO THESE CODES. 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 APPLICABLE STANDARDS. ST.L 5. LIFE SAFETY CODE NFPA-101-2015. ggam�, 6. FLORIDA FIRE PREVENTION CODE, Gth EDITION (201%*XE 7. AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISLE; 360-10 AND 341-10.�- DA 8. UNDERWRITERS LABORATORIES (U.L) APPROVED ELECTRICAL PRODUCTS. Y 9. LOCAL JURISDICTIONAL REQUIREMENTS. G`(tj TO. CITY/COUNTY ORDINANCES. . _ RF DESIGN VERIFICATION + -- DESIGN BASED ON REDS #1173778 REV 0.1 DATED 7/7/16. C CONTRACTOR SHALL REQUEST CURRENT RFDS AND CURRENT WORKBOOK FROM MASTEC NETWORK SOLUTIONS CONSTRUCTION MANAGER PRIOR TO CONSTRUCTION ; pit ON 1�B OIVILLBE MADE. . 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 REV DATE DESCRIPTION THE EXACT LOCATION OF ALL EXISTING UNDERGROUND UTILITIES: A 4/25/18 PRELIMINARY OWNER - AT&T MOBILITY 2. THE INSTALLATION OF NEW UTILITIES SHALL BE COORDINATED WITH LOCAL AUTHORITIES. 0 1D/1/18 FOR PERMIT 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 DRIVING 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. APX PROJECT NO.: 18-0163.09 6. DISTURBANCE TO THE EXISTING SITE DURING CONSTRUCTION SHALL BE MINIMIZED. DRAWN BY: A WARREN 4. THE CONTRACTOR'S USE OF A CONSTRUCTION STAGING AREA SHALL BE COORDINATED WITH THE OWNER WELL IN ADVANCE OF THE CONSTRUCTION STARE DATE. 7. ANY AREAS OF THE CONSTRUCTION SITE DISTURBED BY THE WORK AND NOT COVERED BY THE TOWER, EQUIPMENT OR DRIVEWAY, CHECKED BY. M. ABBEY SHALL BE GRADED TO A UNIFORM SLOPE. SUCH GRADING SHALL CAUSE SURFACE WATER TO FLOW AWAY FROM ANY EQUIPMENT 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 MEASURESAF 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 PROPERTY OF THE OWNER. IT IS PRODUCED SOLELY FOR USE BY THE SHALL TE FURNISHED , REQUIRED FOR COMPLETE LLYSYSTEMS. NDIC INCLUDING ALL ELEMENTS OBVIOUSLY OR REASONABLY INCIDENTAL TO A OWNER AND ITS AFFILIATES. COMPLETE INSTALLATION, WHETHER OR NOT SPECIFICALLY INDICATED ON THE PLANS. B. THE SUB -GRADE SHALL BE COMPACTED AND BROUGHT TO A UNIFORM GRADE PRIOR TO FINISHED SURFACE APPLICATION. REPRODUCTION OR USE OF THIS DRAWING AND/OR THE INFORMATION CONTAINED IN 6. FOR TASKS REQUIRED TO BE PERFORMED BUT NOT CLEARLY DEFINED OR IDENTIFIED BY THE CONTRACT DOCUMENTS, THE CONTRACTOR 9• BACKFILL SHALL CONSIST OF CLEAN SAND FILL APPROVED FOR USE BY THE ENGINEER. NO UNAPPROVED MATERIAL WILL BE ALLOWED. IT IS FORBIDDEN WITHOUT THE WRITTEN 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 PERMISSION OF THE OWNER. 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 SITE SIGNAGE SHALL BE PROVIDED IN ACCORDANCE WITH THE TECHNICAL SPECIFICATIONS FOR SUCH SIGNAGE AS MAY BE CONTAINED INDICATED BY DIMENSIONS OR DETAILS. EXACT EQUIPMENT LOCATIONS MAY BE MODIFIED AS REQUIRED BY ACTUAL FIELD CONDITIONS. IF 11 SI SITHESE DRAWINGS. 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. SITE WORK NOTES 2 S. THE CONTRACTOR SHALL OBTAIN, PAY FOR AND DELIVER ALL REQUIRED PERMITS, CERTIFICATES OF INSPECTION, INCLUDING UTILITY CONNECTION FEES, ETC., REQUIRED BY THE AUTHORITIES HAVING JURISDICTION AND SHALL DELIVER SUCH DOCUMENTS TO THE OWNER 1, TRIAL: 3 PRIOR TO FINAL ACCEPTANCE OF THE WORK. AM 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 Saco tMESIDE DRNE SUITE 525 10. ALL NECESSARY PROVISIONS SHALL BE MADE TO PROTECT EXISTING IMPROVEMENTS, LANDSCAPING, PAVING, CURBS, GALVANIZED ASTM A153 STANDARDS. u(RAUAR, (954) 74 4 33027 .153E 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 CERTIFICATE OF AUTHORI25TCN 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. 11. THE FOLLOWING CLEANUP TASKS SHALL BE PERFORMED AS FOLLOWS: (1) ON A DAILY BASIS, KEEP THE GENERAL AREA CLEAN AND D. ALL TS MEMBERS SHALL BE ASTM A500 GRADE B (Fy=46ksi), AND 'HOT DIPPED' GALVANIZED IN ACCORDANCE WITH ASTM A123 AND ASTM A753 STANDARDS. 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 AN- AND ASTMURAL A753 STANDARDS. � wut 12. ALL EQUIPMENT AND MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH THE RESPECTIVE MANUFACTURER'S RECOMMENDATIONS A ■\ ■` EXCEPT WHERE IT IS SPECIFICALLY INDICATED OTHERWISE IN THE CONTRACT DOCUMENTS OR WHERE LOCAL CODES OR REGULATIONS F. ALL NON-STRUCTURAL PIPE MEMBERS SHALL BE ASTM A53 GRADE B, AND 'HOT DIPPED' GALVANIZED IN ACCORDANCE WITH ASTM 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 BOUt ARD 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 PIANTATON, FL M322 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 SLATE CODES, ORDINANCES AND APPLICABLE REGULATIONS. 3. WE DING, M ZER r �!i 14. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK AT ALL TIMES, USING THE BEST SKILLS AND ATTENTION. HE SHALL BE A. ALL WELDS, WELDERS, AND WELD INSPECTIONS SHALL CONFORM TO THE REQUIREMENTS OF AWS D 1.1. LATEST REVISION. �%% ��D/,�ii� 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. ���......... �G ENS 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. + N 652 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, A325-N, UNLESS NOTED OTHERWISE AND TIGHTENED TO A "SNUG TIGHT' CONDITION •• DRAWINGS, SWEEP TEST, CYLINDER TESTS, LIEN RELEASES, AND OTHER CLOSEOUT DOCUMENTATION AS REQUIRED BY THE OWNER. ALL / AS DEFINED BY AISC. SECURE NUT WITH LOCKING WASHER. Iz SYSTEMS SHALL BE COMPLETELY ASSEMBLED, TESTED, ADJUSTED AND DEMONSTRATED TO BE READY FOR OPERATION PRIOR TO THE ., OWNER'S ACCEPTANCE. :� ST' T 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 �i �•••� O R ��•'• THERE WILL NOT BE CONFLICT MANUFACTURER'S INSTRUCTION. WITH THE REINFORCEMENT WHEN INSTALLING ANCHORS. THE ANCHORS SHALL BE INSTALLED PER THE i��iSS/prt.....�0�`�, It 7. THE CONTRACTOR/STEEL FABRICATOR SHALL CONFORM TO THE MINIMUM EDGE DISTANCE REQUIREMENTS IN ACCORDANCE WITH THE AISC DATE aF SIGNnTURt MANUAL OF STEEL CONSTRUCTION. 8.. 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' PTO ANY STEEL FABRICATION. AT THE 16800 OKEECHOBIE ROAD CONTRACTOR'S OPTION, FIELD SPLICES MAY BE USED FOR ERECTION PURPOSES. IF FIELD SPLICES ARE USED, THE SHOP DRAWINGS FLIRT PIERCE, FL 34M SHALL INCLUDE ALL DETAILS FOR THE PROPOSED FIELD SPLICES. )� SHEEP MANE 11. AT THE CONTRACTOR'S OPTION, SHOP WELDS MAY BE USED INSTEAD OF FIELD WELDS. GENERAL 12. SUBMIT ORIGINAL SHOP DRAWINGS, INCLUDING COMPLETE DETAILS, SCHEOULES OF FABRICATION AND ASSEMBLY, PROCEDURES, AND �" OTES 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 SREVNUMBER INSTALLATION OF ANCHOR BOLTS AND OTHER ANCHORAGES TO BE INSTALLED AS WORK OF OTHERS' SECTIONS. GENERAL NOTES 1 STRUCTURAL STEEL NOTES 13 T2 4 EXISTING TELCI EXISTING EXISTING AT&T DIESEL EXISTING T-MOBILE COI EXISTING 6' HIGH CHAIN- W/ 3-STRAND B& EXISTING 6' lANDSCF EXISTING AT&T GF EXISTING AT&T C PROPOSED K e6 (GABLE RUN LENI EXISTING CONCRETE EXISTING COAX BF EXISTING VERIZO EQUIPME EXISTING VERIZO EXISTING VERIZO LP 12't WIDE ACCESS TROUGH T-MOBILE UTILITY T-MOBILE EQUIPMENT (TYP. OF 3) SPRINT DIESEL DR 245't PPORT TOWER VERIZON WIRELESS I -FRAME REV I DATE I DESCRIPRON APX PR0.IECT NO.: 18-0163.09 DRAWN BY: A WARREN CHECKED BY: M. ABBEY IE IS FORBIDDEN WRHOUF 111E WRRIFN PERMISSION OF THE OWNER. A apx ENGINEERING GROUP MOO WE51DE DRIVE SURE 525 MlR . R W027 (954) 944-IMB CERIRFlC OF AUMORUAIRON 3194B at&t 8601 IN SUNRISE 80Ut MD PIAMAMN. FL 33322 \�EZER p/q� .�.......... N. 2 V\ Fes' ! N 85 DATE OF SIGNQURE: 10/1/1B FP38 MOD OKEECHOBEE ROAD FORT PIERCE FL 34945 V IF SHEET NAME � OUND COMPOUND PLAN Cl TOP OF TOWER EL 245't u EXISTING VERIZON WIRELESS ANTENNAS 4) C % NDQSDNG AT&T ANTENNA EL 245 t 4y O)y EXISTING AT&T RRUS-12 --� (TYP. OF 3) EXISTING T-MOBILE ANTENNA�S� Ao -- EL, 220 EXISTING AT&T RAYCAP FIBER DISTRIBUTION UNIT EXISTING AT&T RRUS-11 RAD CUM OF fDOSIING AND PROPOSED AT&T ANTENNAS J. (TYP. OF 3) EL 203 t* p" ELEV. EXISTING AT&T ANTENNA 203't EXISTING EMPTY AT&T ANTENNA MOUNTING PIPE (TYP. OF 6) EXISTING AT&T ANTENNA MOUNT (TYP. OF 3) SECTOR y4'CSOQ-tiyd 95' EXISTING SPRINT/NE)REL ANTENNAS it a NOTE, REFER TO CURRENT REDS FOR EQUIPMENT MODELS. EXISTING ANTENNA PLAN Nm 2 0 �N N �I m I POSED -AT&T ANTENNA e1 bF'b)"(SE�NOTE C3 EXISTING 245'f 7 p o qa a~ 2) �PROPOSPD--AT&T RRUS-32 e (TYP.'OF b) C3 SELF-SUPPORT TOWER EXISTING AT&T RRUS-12 (TYP. OF 3) EXISTING AT&T RAYCAP FIBER DISTRIBUTION UNIT \ EXISTING AT&T RRUS-11 (TYP. OF 3) y�0+(OR E 1 ELEV. EXISTING AT&T ANTENNA 203't SECTOR �= 95 y TED�AT&T_y1NTENNA 1 (T---.OFd'St'(S, NOe2) I,,C3 EXISTING AT&T ANTENNA MOUNT (TYP. OF 3) / GRNOTES �G�p?7d S LA�DE PROPOSED AT*T RAYCAP J4 Ff[iFR'rDtSTliISU�ON�ONR C3 1. PRIOR TO CONSTRUCTION, CONTRACTOR SHALL ADVISE MASTEC CONSTRUCTION MANAGER OF THE I ESTIMATED SITE DOWN TIME. 2. THIS DRAWING IS INTENDED TO DEPICT THE GENERAL LOCATION AND HEIGHT OF THE PROPOSED a ANTENNAS ON THE EXISTING TOWER. CONSTRUCTION SHALL NOT PROCEED UNTIL A STRUCTURAL NOTES, ANALYSIS REPORT HAS BEEN COMPLETED BY A PROFESSIONAL ENGINEER REGISTERED IN THIS STATE, CONCLUDING THAT THE EXISTING TOWER IS STRUCTURALLY ADEQUATE TO PROPOSED LOADS. RESIST THE EXISTING AND 1. CONTRACTOR SHALL INSTALL RAYCAP DISTRIBUTION UNIT WITHIN 15 FEET FROM ALL RRH'S. 3. PROPOSED CABLING TO BE ADDED TO TOWER PER THE STRUCTURAL ANALYSIS. 2. REFER TO CURRENT REDS FOR EQUIPMENT MODELS. ELEVATION `® 1 PROPOSED ANTENNA PLAN Nrs 3 /REV I DATE I DESCRIPTION AP% PROJECT NO.'. 1B-01ST.09 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 AFFILIATES. REPRODUCTION OR USE OF THIS DRAWING AND/OR THE INFORMATION CONTAINED IN R IS FORBIDDEN WUHOUT THE WROTEN PERMISSION OF THE OWNER A apx ENGINEERING GROUP MO V. MDE DRNE SUITE 525 W%MMR. F. 3302E (954) 744-1535 COMFIC M OF AUMORGATON 31948 at&t 9901 W SUNRISE INRUIEVARD PLANTA=N, F. 33322 •`�//� \ ENS N 85 1 / 14T •; EC T� • ST 0 R 10 P N��([/ DATE OF SIGNATURE! - 10/1/18 FP38 tPIERCE, OFL 349 QAD FORT 455 �/ATION AND ANIA PLANS L REV I DATE I DESCRIPTION MINARY PROPOSED AT&T APPROVED A 10/1/18 PORIPERMIT PROPOSED ANTENNA TILT MOUNTING BRACKET o 1o/1/1e FOR PERMIT IN BBR�ICI�F PROVIDED W/ (TYP. OF 2 PER RRU) • ENNA PROPOSED PIPE MOUNTING • • BRACK:FS PROVIDED W/ • ANTENNA (TYP.) iv • N • A • ` APX PRQIECT NO.: 18-0163.09 DRAWN BY: A. WARREN 12.1' CHECKED BY: M. ABBEY PROPOSED OR RELOCATED I 7M15 DRAWING 5 COPYMGMEO AND 5 AT&T ANTENNA (IYP.) +-111 THE SOLE PROPERTY OF THE OWNM R 7.0' IS PRODUCED WLELY OWNER AND ITS �AFFIWIES. R USE BY THE SIDE VIEW REPRODUCTION INFORMATION USE OF CTHEON DRAWING NO EXISTING ANTENNA ROISOFO ME DDEN WITHOUT THE CONTAINED TEN MOUNTING PIPE (TYP.) PERMISSION OF THE OWNER. PROPOSED AT&T e RRU (TYP.) o EXISTING ANTENNA F� rR ! MOUNTING PIPE (TYP.) 12.1' ;NGIN'EERING GROUP' 3100 AKESIDE DRWE SLOE 525 PROPOSED ANTENNA PLAN VIEW FRONT VIEW NOTES,` M(99�R. M 0027 BRACKET PROVIDED W/ 1. UNIT SHALL BE MOUNTED AS PER CER1Ri JE OF AUTHORUT RON 31949 ANTENNA MANUFACTURER'S RECOMMENDATIONS. MANUFACTURER: ERICSSON MODEL RRUS-32/RRUS-32 B2/RRUS-32 B66 2. CONTRACTOR SHALL TIGHTEN ALL BOLTS TO A WEIGHT: 60.0 LRS 'SNUG TIGHT CONDITION AS DEFINED BY AISC. ANTENNA MOUNTING DETAIL NTS 1 RRU SPECS NTS 2 RRU MOUNTING DETAIL NTS 3 a ` t 8601 W SUNRISE 80Ut ARO P AWN, M W322 EXISTING PIPE (TYP.) PROPOSED RAYCAP POLE MOUNT R D/ BRACIIIET (PROVIDED BY MANUFACTURER) �%% r FIBER OR DC � �.� j • N S • ��i PROPOSED AT&T RAYCAP FIBER AND BUNDLE N 9 DC DISTRIBUTION UNIT W/ INTEGRATED SURGE PROTECTOR ' • �•� (PART/ DCS-48-6G-18-BC) (IYP.) • �•� �• PROPOSED FIBER AND DC CABLE ROUTED :• STATE OF 4l � FROM EQUIPMENT ��� (2) W ROSENBERGER THREE PAIR POWER ��. �. �`'•• < OR 1 O,: �• (�W ROSENBERGER 1B--PAIR AND ,��'�.,S/ONALE�.�`% FIBER CABLE PART/ FB-LOBB-034-IODDOO (TYP. PER SECTOR) DATE OF SIGNATURi PROPOSED FIBER AND DC CABLE RUBBER GROMMET ROUTED TO PROPOSED RRH UNITS (OONNECT-IT. OR FP38 (1) ROSENBERGER SINGLE PAIR POWER -- - APPROVED CABLE SUPPORT BLOCK CABLES PART/ WR-VGB=-BRDA AND (CONNECT-R. OR (1) ROSENBERGER SINGLE PAIR FIBER APPROVED EQUAL) CA1y�1'rB.�LE PART/ FB-LOBB-035-5000 `. PER TRH) 1F0 ORT PIERCE LES3494545 NOTES: R SHEET NAME 1. UNIT SHALL BE MOUNTED AS PER MANUFACTURER'S RECOMMENDATIONS. 2 CONTRACTO A HALL TIGHTEN ALL BOLTS TO A 'SNUG TIGHT" CONDITION AS ®A DETAILS DEFINp5 3. CONTRACTOR SHALL INSTALL RAYCAP DISTRIBUTION UNIT WITHIN 15 FEET FROM 5NEE7 NUMBER ALL RRH'S. SURGE SUPPRESSOR MOUNTING DETAIL NTS 4 (NOT USED) 5 FIBER AND DC CABLE MOUNTING DETAIL NTS g C3 /REV I DATE I DESCRIFRON f O A © \-_ ra. I �I H II \\ III ( \\\ \\ IIII \\ LEGEND, \\\ \1 A SECTOR GROUND BAR (TYP) \Oj IIII I B COLLECTOR GROUND BAR \\ I I I C ANTENNA 0 SINGLE PAIR FIBER & DC POWER \ IIII I E 1/2' JUMPER CABLE (TYP) \� F MOUNT PIPE IIII I G DC POWER & FIBER TO RAYCAP UNIT-- H REMOTE RADIO UNIT (RRU) (IF APPLICABLE) I I I I I I - IIIII! I DOB RAYCAP SURGE SUPPRESSOR (IF APPLICABLE) I, I I J #2 AWG SOLID BARE -OR JACKETED TINNED COPPER (TYP.) '1•;III I II 0 NOTES: 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. ANTENNA GROUNDING SCHEMATIC (TYP.) KXISIINU GHUUNL BAF El #2 AWG SOLID BARE OR JACKETED TINNED COPPER (TYP.) %- SS WASHER W04 SS BOLT W SS WASHER %p SS LOCK WASHER %- SS NUT NOTES, 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 Nm1 21 1. RECORD DRAWINGS: MAINTAIN A RECORD OF ALL CHANGES, SUBSTTTTTIONS 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 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 METALUC CONDUIT (LIQUID-T TE 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. B. 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 (IMP OR BETTER) OUTDOORS. 10. CONTRACTOR SHALL REFER TO AT&T GROUNDING AND BONDING PRACTICE TP-76416. NTSI 1 1 GROUNDING NOTES APX PROJECT NO.: 18-0163.09 DRAWN BY: A WARREN CHECKED BY: M. ABBEY THIS YRI DRAWING IS COPGHIEO AND IS THE SOLE PROPERTY OF THE OWNER. IT IS PRODUCED SOLELY FOR USE BY THE OWNER AND NS AFFILIATES. REPRODUCTION OR USE OF THIS DRAWING AND/OR THE INFORMATION CONTAINED IN IT IS FORBIDDEN WITHOUT THE WRITTEN PERMISSION OF THE OWNER. apx ENGINEERING GROUP NW V ESIDE DRNE. SUITE 525 MIRALWt, R 33027 (954) 744-153B OERDDUTE OF AUMORIMYON 31948 at&t 8601 W SUNRISE BOULEVARD PW ATION, FL 33322 �. .. YZ .. N F� �-o• 21 •Q STATE OF ::44/ �4�F•Ac� O R �OP •\��� MTE OF SIGtUW 10/1/IE FP38 ISM OKEECHOBEE ROAD FORT PIERCE FL 34945 O�SHEET NAME y DETAILS SHEET NUMBER 311 C4 DC / FIBER DEMARCATION BOX RAYCAP DC FIBER DEMARCATION BOX CABLES MOUNTING HEIGHT MODEL QUANTITY MODEL SIZE QUANTITY LENGTH PER LINE DC6-48-60-18-8F 1 (E) ROSENBERGER (18) PAIR FIBER TRUNK 3/8" 2 260't t203'-0' DC6-48-60-18-8F 1 (P) (6) 08 AWG CONDUCTOR SHIELDED DC CABLE 3/4" 1 4 1 260't ANTENNA AND COAX SCHEDULE ANTENNA CABLES RRU A2 TMA TRIPLEKER FILTER 'SECTOR AZIMUTH RAD CENTER ANTENNA MAKE ANTENNA MODEL ANTENNA MECH ELECT CABLE MODEL SIZE III OF CABLE LENGTH COLOR MODEL QTY. QTY. MODEL QTY. MC GROUND MODEL OTY. DATA (D7) 20' 203'-0� CCI HPA-33R-BUU -H6-K - ROSENBERGER FIBER JUMPER DC6 TO RRU 3 8" 1 15' _ ROSENBERGER SINGLE PAIR DC CABLES DC6 TO RRU 7/16" 1 15' RRUS-32 1 - - - 1 2" COAX JUMPER RRU TO ANTENNA 1 2" 5 10'ROSENBERGER ALPHA (A2) 357 203'-0" KATHREIN 800-10723 1 _ _ROSENBERGER FIBER JUMPER DC6 TO RRU 3 8" . 2 15' 1 RED1 RRUS-11 1 SINGLE PAIR DC CABLES DC6 TO RRU 7 16" 2 15' 2" COAX JUMPER RRU TO ANTENNA 1 2"5 10' RRUS-12 11-58"COA%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 DC CABLES DC6 TO RRU 7 16" - 15'. 1 2" COAX JUMPER RRU TO ANTENNA 1 2" 2 10' - - - - - - - - 1-5 8" COA% 1-5/8 2 - 2 ALPHA (A4) 320' 203'-0� NPA-33R-BUU -H6-K 1 _ _ ROSENBERGER FIBER JUMPER DC6 TO RRU 315 1 15' 4 RED 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 (81) 95' 203'-0' KATHREIN 800-10865 1 - _ ROSENBERGER FIBER JUMPER DC6 TO RRU 3 8" 1 15' 1 BLUE RRUS-%3Z 1 1 ROSENBERGER SINGLE PAIR DC CABLES DC6 TO RRU 7 16" 1 15' 1 2" COAX JUMPER RRU TO ANTENNA 1 2" 5 10' BETA (82) BETA (B3) 95' 203'-0" KATHREIN 800-10723 1 - - ROSENBERGER FIBER JUMPER DC6 TO RRU 3 8" 2 15' 3 BLUE RRUS-11 1 2 - - ROSENBERGER SINGLE PAIR DC CABLES DC6 TO RRU 7 16" 2 15' - - - - - - - - - 1 2" COAX JUMPERRRU TO ANTENNA 1/2" 1 2" 5 10• RRUS-12 1 - - - - - 1-5 8" COAX 1-5 8 2 1 - 2 - BETA (B4) 95' 203'-0' KATHREIN 600-10723 1 _ _ ROSENBERGER FIBER JUMPER DC6 TO RRU 3 8" - 1 15' 4 BLUE - - 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 1 - - ZETA (F1) 280' 203'-0� CCI HPA-MR-BUU -H6-K 1 _ _ ROSENBERGER FIBER JUMPER CDC6 TO RRU 3 8" 1$15" 1 - ROSENBERGER SINGLE PAIR DC CABLES DC6 TO RRU 7 16" 1_ RRUS-32 1 - - - - - - - 1 2" COAX JUMPER RRU TO ANTENNA 1 2" 5- GAMMA (G2) 230' 203'-0" KATHREIN 800-10723 - - - ROSENBERGER FIBER JUMPER DC6 TO RRU 3 8" 2 GREE RRUS-11 1 2 - ROSENBERGER SINGLE PAIR DC CABLES DC6 TO RRU 7 16" 2 - - - - - - - - - 1 2" COAX JUMPER RRU TO ANTENNA 1 2" 51 RRUS-12 11-5 8" COAX 1-5 8 .2. (G3) 230' 203'-0" KATHREIN 800-10723 1 _ _ROSENBERGER ROSENBERGER FIBER JUMPER DC6 TO RRU 3 8" -GAMMA SINGLE PAIR DC CABLES DC6 TO RRU) 7 16" -GREE 1 2" COAX JUMPER RRU TO ANTENNA 1 2" 2 1-5 8" COAX 1-5 6 2_ (G4) 200' 203'-0V CCI -H6-K ROSENBERGER FIBER JUMPER (DC6 TO RRU 3 8" 1 RRUS-32 1HPA-33R-BUU ROSENBERGER SINGLE PAIR DC CABLES DC6 TO RRU 7 16" 1 - -GAMMA 1 2" COAX JUMPER RRU TO ANTENNA 1 2" 4GREE - 2 TOTAL EXISTING 6 TOTAL REMOVED 0 TOTAL INSTALLED 5 OVERALL TOTAL 1 11 1 TOTAL CUN(E 12 (E) TOTAL 11 1 0 TOTAL 6 TOTAL 6 0 1- 5 FIBER 11 155' LEGEND (E) - EXISTING (P) - PROPOSED POWER 11 165' JUMPER 44 440' 5/116" KET CABLES 3 (E) ANTENNA AND COAX SCHEDULE REV DATE DESCRIPTION A 4/25/18 PREIMINARY 0 10/1/18 FOR PERMIT AP% PROTECT NO.: 18-0183.09 DRAWN BY: A WARREN CHECKED BY: M. ABBEY 10 i I r- .__..______ __________.. WLL-LTE WCS FNate9Seatoroeedsantennaalfwttoaccommodate antenna"rhuth on Antenna l'&Antenna0 FWLLDeIta Sector SedcrA&0 _ _ .. _. _. _. _. _ _ - - _ _ __ ... _ . _ _ _. _ FWLLAIpha SeetoY 1 7 4 20A 30A st — -- 30A 30A 30A 30A 20A LTE UNR E_- — — WCS 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(DC6-48-60-18-8F). 4. $8 AWG CONDUCTORS. 5. PROVIDE (2) 6—CONDUCTOR #8 AWG BUNDLES FOR DC POWER FROM RACK MOUNTED RAYCAP NOTES: SURGE PROTECTION UNIT TO THE RAYCAP FIBER AND DISTRIBUTION UNIT ON TOWER. 1. CONTRACTOR SHALL USE ERICSSON PROVIDED DC POWER CABLE CONNECTOR. 6. PROPOSED FIBER AND DC CABLE ROUTED TO PROPOSED RRH UNITS. 2. CONTRACTOR SHALL REMOVE EXISTING UNUSED COAX AS NEEDED TO CREATE SPACE FOR PROPOSED CABLES. 7. PROVIDE 20A CIRCUIT BREAKER FOR WCS RRH UNITS. RISER DIAGRAM (SECTORS A & D) 1 DC RISER DIAGRAM 121 REV DATE DESCRIPTION A 4/25/18 PRELIMINARY 0 10/1/18 FOR PERMIT APK PROJECT NO.: 18-0163.09 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 AFFILIATES. REPRODUCTION OR USE OF THIS DRAWING AND/OR WE INFORMATION CONTAINED M IT IS FORBIDDEN WITHOUT THE WRITTEN PERMISSION OF THE OWNER. A apx ENGINEERING GROUP MOO WfESIDE DRNE. SUITE 525 MIRAMAfl. R 33027 (954) 744-Ime CEHIIFlUIE OF AUnIOR17ATIUN 31948 at&t 8601 W SUNRISE 90ULWARD PLWIAnON, R 333n ♦`•rZER \ G.EN �V�21 9 ;* E OF F: �/ �j Q N. �U DATE OF SIGNATURE: - 10/1/18 FP38 18800 OKEECHOBEE ROAD FORT PIERCE FL 3045 SHEET NAME [ELECTRICAL •AILS SHEET NUMBER E1 [REV I DATE I DESCRIPTION T E WLL-LTE'WC5 Note: Sector needs antenna offset to accommodate antenna Azimuth on Antenna 1&Antenna 4 FWLLZeta Sector Sector C& F FWLLGamrna Sector r- 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. 76 20A 30A 30A 30A 30A 30A 20A LTE DIGITAL UNIT 1111MIIM1111 -- WCS 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 SURGE PROTECTION UNIT TO THE RAYCAP FIBER AND DISTRIBUTION UNIT ON TOWER. 6. PROPOSED FIBER AND DC CABLE ROUTED TO PROPOSED RRH UNITS. 7. PROVIDE 20A CIRCUIT BREAKER FOR WCS RRH UNITS. AP% PROJECT NO.: 18-0163A8 DRAWN BY: A WARREN CHECKED BY: M. ABBEY THIS DRAWING IS COPYRIGHTED AND IS THE SOLE PROPERTY OF THE OWNER TT IS PRODUCED SOLELY FOR USE BY THE OWNER AND RS AFFILIATES. REPRODUCnON OR USE OF THIS DRAWING AND/OR THE INFORMATION CONTAINED IN IT IS FORBIDDEN WITHOUT THE WRITTEN PERMISSION OF THE OWNER. A apse ENGINEERING GROUP 3400 4 MIDE DRNE SUITE 525 MIRMNR, F- 33027 (954) 744-1538 CERDTIG,IE OF AUTHORI AMll 31948 aw 8501 W SUNRISE 80ULEVARD PtANATON, F 33322 ;/�E�iN 195T •.•� -per�� :4U, O R \ 0 p `�j\���• A-SSF GATE OF SIGNATURE: 10/1/16 FP38 1OAD FFD00 PIER EHOBEE F. 349455 DC ELECTRICAL �i. DETAILS RISER DIAGRAM (SECTORS C & F) 1 1 DC RISER DIAGRAM 211 E2 REV I DATE DESCRIPTION A 4/25/18 PRELIMINARY J r. i r- WILL -'LTD WCS SEC tor B 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. la ,(4 20A 30A rt _ -- 30A n------- 30A 30A 30A LTE ----- DIGITAL UNIT -1- 700 LTE RRH — — 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. 7. PROVIDE 20A CIRCUIT BREAKER FOR WCS RRH UNITS. APX PROJECT N0'. 18-0163.09 DRAWN By.. 0. WARREN CHECKED BY: M. ABBEY THIS DRAWING IS COPYRIGHTED AND IS THE SOLE PROPERIN' OF THE OWNER. IT IS PRODUCED SOLELY FOR USE BY THE OWNER AND ITS AFFTUATES. REPRODUCTION OR USE OF THIS DRAWING AND/OR THE INFORMATION CONTAINED IN IT S FORBDDEN WITHOUT THE WRITTEN PERMISSION OF THE OWNER. apx ENGINEERING GROUP 3100 WESIDE DRNE. SUITE 525 MIRAMUR. R W027 (954) 744-108 CERTIFICATE OF AUDIORI7 WN 51948 at&t 8601 W SUNRISE BOULEVARD PLANTATION. FL M322 �iP, i� 21 9 TE OF :�44/ JS`• DATE OF SIGNATURE - 10/1/18 FP38 16800 OKEECHOBEE ROAD FORT PIERCE FL 34945 DC ELECTRICAL COLS RISER DIAGRAM (SECTOR B) 1 1 DC RISER DIAGRAM 211 E3