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HomeMy WebLinkAboutPLANS(0 1 — 06 ST. LUC1E BUILDING REVIE FOR COM REVIEWED DATE 0% MUST BE KEPT ON NO INSPECTION WILL THESE PLANTS AINDALL PP I ARE SUBJECT TO AN) CCR11ifGI PEOUIRED BY FIELD INSPECTORS T!'IXT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. � ' I F I L E Or"' " y CONCEALED FASTENERS OR ATTACHMENTS ARE THE RESPONSIBILITY OF THE CONTRACTOR OF RECORD I N D IAN RIVER ESTATES (WHITE CITY) JAN 251019 (FA 10126629) PeS J u e epa tr eOt 6375 US HIGHWAY 1 PORT ST LUCIE, FL 34952 3C/4C/5C OVERLAY MRSFLO15936 LOCAL MAP PROPERTY SUMMARY PROJECT DESCRIPTION INDEX OF DRAWINGS FOLIO 3415-501-0021-000-4 PROPERTY OWNER FLORIDA POWER & UGHT COMPANY 700 UNIVERSE BOULEVARD PSX/JB JUNO BIRCH, FL 33408 LATITUDE 27.348767' N LONGITUDE 80.32691T W 70NING JURISDICTION ST LUCIE COUNTY 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 BE RESPONSIBLE FOR SOME. 4. INSTALLATION OF NEW ANTENNA MOUNT (WILL CAUSE THE 4. SITE TO BE OFF —AIR FOR APPROXIMATELY 3 TO 7 DAYS). 5. 210 CRANE NEEDED ON SITE 6. THE SCOPE OF WORK CONSISTS OF PROPOSING A WIRELESS INSTALLATION: REMOVAL OF (9) EXISTING ANTENNAS REMOVAL OF (6) EXISTING RRUS (REMOTE RADIO UNITS) INSTALLATION OF (9) NEW ANTENNAS INSTALLATION OF (9) PROPOSED RRUS (REMOTE RADIO UNITS) INSTALLATION OF (2) PROPOSED SURGE SUPPRESSORS NO. DESCRIPTION t 1 _ I.a I 1 ' -- - - 'rl�rl SITE LOCATION ,"� 1 , <\\\► rl I t 1 ' I i 1 - T7 TITLE SHEEP T2 Cl GENERAL NOTES COMPOUND PLAN C2 ELEVATION AND ANTENNA PLANS C3 DETAILS C4 DETAILS C5 DETAILS E1 DC ELECTRICAL DETAILS AN-1 ANTENNA SCHEDULE VICINITY MAP �r- •— tj 1 S TJ� l�v ..A c—L = Clnund I7 I ` �^l1lt II 414 t` 1 SITE LOCJOION41 i 1+ 4 ft j\ i lj r DESIGN CRITERIA DESIGN WIND SPEED: 160 MPH (ULTIMATE, 3—SECOND GUST) 124 MPH (NOMINAL, 3—SECOND GUST) EXPOSURE: C RISK CATEGORY: II OPEN STRUCTURE RF DESIGN VERIFICATION DESIGN BASED ON RFDS #2539651 REV 1.00 DATED 11/13/18. CONTRACTOR SHALL REQUEST CURRENT RFDS AND CURRENT WORKBOOK FROM MASTEC NETWORK SOLUTIONS CONSTRUCTION MANAGER PRIOR TO CONSTRUCTION CODE COMPLIANCE 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, 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 ADDENDUM 1, 2, 3 & 4 APPUCA13LE STANDARDS. 5. LIFE SAFETY CODE NFPA-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. 10. CITY/COUNTY ORDINANCES. REV. NO. REV DATE DESCRIPTION A 11/12/18 PRELIMINARY B 1/10/19 REWSED 0 1/23/19 FOR PERMIT APX PROJECT NO.: 16-0163.66 DRAWN BY: F. PARRADO CHECKED BY: M. ABBEY THIS DRAWING IS COPYRIGHTED AND IS THE SOLE PROPERTY OF THE OWNER. R IS PRODUCED SOLELY FOR USE BY THE OWNER AND OS AFFILIATES. REPRODUCTION OR USE OF 1HIS DRAWING AND/OR THE INFORMATION CONTNNED IN IT IS FORBIDDEN WITHOUT THE WRITTEN PERMISSION OF THE OWNER. A apA ® �_ ENGINEERING GROUP 3400 VJ MDE DRIVE. SURE 525 MIRAMPF. PL M027 (954) 744-15 13 CEUnCAM OF AUMORIWION 31949 S` 0 0 0 MV 6601 W W SUN n PATI O at&t RISE BOULEVARD t%%.\eztH o/q DATE OF INDIAN RIVER ESTATES (WHITE CITY) 6375 US HIGHWAY 1 PORT ST LUCIE FL 34952 TITLE SHEET T1 1. FOR THE PURPOSES OF THESE CONSTRt 'I DRAWINGS, THE FOLLOWING DEFINITIONS SHALL AF 2. 3. 4. 5. 6. 7. 6. 9. 10. IT. 12. 13. 14. 15. OWNER - AT&T MOBILITY ENGINEER - APX ENGINEERING GROUP, L-C. CONTRACTOR - GENERAL CONTRACTOR (CONSTRUCTION) 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. A 20-FOOT HORIZONTAL CLEARANCE DISTANCE SHALL BE MAINTAINED FROM ALL EXISTING POWER LINES. THE CONTRACTORS USE OF A CONSTRUCTION STAGING AREA SHALL BE COORDINATED WITH THE OWNER WELL IN ADVANCE OF THE CONSTRUCTION START DATE. 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. FOR TASKS REQUIRED TO BE PERFORMED SUE 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. 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. 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 PRIOR TO FINAL ACCEPTANCE OF THE WORK. THE CONTRACTOR'S OPERATIONS SHALL BE CONFINED TO AREAS OF NEW CONSTRUCTION. 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. 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. ALL EQUIPMENT AND MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH THE RESPECTIVE MANUFACTURER'S RECOMMENDATIONS EXCEPT WHERE IT IS SPECIFICALLY INDICATED OTHERWISE IN THE CONTRACT DOCUMENTS OR WHERE LOCAL CODES OR REGULATIONS TAKE PRECEDENCE. 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. 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. WITHIN TEN (10) WORKING DAYS AFTER PROJECT COMPLETION, THE CONTRACTOR SHALL PROVIDE A COMPLETE SEE 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. GENERAL NOTES 1. THE APPROPRIATE UTILITY LOCATING SERVICES SHALL BE CONTACT • ..tIOR TO THE START OF CONSTRUCTION IN ORDER \_ :ERIFY 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 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. 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 DRIVEWAY, 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 B. 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 2 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-46ksi), 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 AISC 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 E70XX LOW HYDROGEN ELECTRODES. C. ALL STEEL SHALL BE SPRAY GALVANIZED AFTER WELDING. 4. ALL BOLTS SHALL BE GALVANIZED %' 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. B. ALL STRUCTURAL STEEL SHALL BE FABRICATED TO FIT AT BOLTED CONNECTIONS WITHIN )I6 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 CONTRACTOR'S 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. 1 STEEL NOTES 13 REV DATE DESCRIPTION A 11/12/18 PRELMINARY B 1/10/19 REVISED 0 1/23/19 FOR PERMIT APX PROJECT NO.: 18-0163.68 DRAWN BY: F. PARRADO 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 CONINNED IN IT IS FORBIDDEN WITHOUT THE WRITTEN PERMISSION OF THE OWNER 3 AM ENGINEERING GROUP 34C0 MESIDE DRIVE. SUITE 525 NIRN6W. R 33027 (934) 744-IMS CmncI TE OF AUTHDRUAMN 31M aut 8601 W SUNRISE BOULNARD PIANTARCN. R 33322 • qV OF 41J3 •4 ��'�ss/ONALE��``• h I•hlll \` DATE OF SIGNATURE 1/23/19 INDIAN RIVER ESTATES (WHITE CITY) 6375 US HIGHWAY 1 PORT SI LUCIE FL 34952 SHEET NAME GENERAL NOTES SHEET NUMBER T2 roll IXISNNG WIDE x ACCESS GATE 1 a \ a �x EXISTING AT&T GPS EXISTING DIESEL GENEF 3 PROPOSED AT&T I C3 (APPROX MXTE LENGM EXISTING AT&T COAX EXISTING 150'f MOLE: CONTRACTOR SHALL REMOVE EXISTING UNUSED COAX AS NEEDED TO CREATE SPACE FOR PROPOSED CABLES. COMPOUND PLAN EXISTING AT&T EQUIPMENT SHELTER F- x \ ( x 1/ 11 x I EXISTING VERIZON WIRELESS EQUIPMENT SHELTER U a a EXISTING 16't WIDE ACCESS GATE _x x EXISTING ALLTEL UTILITY H-FRAME x EXISTING CONDUITS EXISTING AT&T UTILITY H-FRAME n EXISTING HANDHOLE EXISTING TELCO PEDESTAL (TYP. OF 2) EXISTING 8' HIGH CHAIN-UNK FENCE W/ 3-STRAND BARBED WIRE AND GREEN PRIVACY SLATS WIRELESS EXISTING T-MOBILE EQUIPMENT CABINET (TYP. OF 3) EXISTNG T-MOBILE UTILITY H-FRAME EXISTNG COAX BRIDGE (TYP.) EXISTING UTILITY POLE x EXISTING EErH-FRAME EXISTING UTILITY - v GRAVELED O (TYP.) AREA ZQLJ EXISTING VERIZON x x x x x- x x x WIRELESS LP TANK REV DATE DESCRIPTION A 11/12/18 PRELIMINARY B 1/10/19 REVISED 0 1/23/19 FOR PERMIT APx PROJECT NO.: 18-0183.88 DRAWN BY: F. PARRADO 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 WITHOUT THE WRITTEN PERMISSION OF THE OWNER. apx EN�ERING GROUP 3400 MESIOE DRIVE. SUITE 525 WRAMPR. R. W027 (954) 744-153B emn,:AIE OF AIAHORI ATON 3194E at&t. 8601 W SUNRISE BOULEVARD PL ATON. R W322 \EZL H �/q �i♦ A. 0 85 19 OF ♦i♦tc O R 1 lDe. �j�=O�• IN k- DATE OF SIGNATURE: 1/23/19 INDIAN RIVER ESTATES (WHITE CITY) 8375 US HIGHWAY 1 PORT Sr LUCIE FL M52 SHEEP NAME COMPOUND PLAN SHEET NUMBER C1 TOP OF TOWER EL 150't EXISTING VERIZON WIRELESS ANTENNAS EL 150'± EXISTING T-MOBILE ANTE IN EL. 130't RAO CENTER OF EXISTING AND PROPOSED AT&T ANTENWIS J� FL 120 t EXISTING ALLTEL MICROWAVE DISH EL 96.6t EXISTING 1 PROPOSED AT&T CABLES (INSIDE INNERDUC2 ROUTED INSIDE MONOPO NOTES 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 EMSING 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 EXISTING AT&T RAYCAP SURGE SUPPRESSION UNIT TO REMAIN EXISTING AT&T ANTENNA TO BE REMOVED (TYP. OF 9) v, 2a EXISTING AT&T B E REMOVED TO (TYP. OF 3)�_ _ EXISTING AT&T RRUS-12 TO BE REMOVED (1YP. OF 3) S p C. _ _ e �ecl; 6 72p. EXISTING AT&T - ANTENNA MOUNT i EXISTING ANTENNA PLAN 3'-0• a b—EXISTINGSURGE rc AT&T RAYCAP SUPPRESSION SURGE SUPPRESSION UNIT MIN. E EXISTING AT&T 1 PROPOSED AT&T) NV ANTENNA MOUNT e ANTENNA(SEE 2) NOTE REV DATE DESCRIPIION A 11/12/18 PRELIMINARY a 1/10/19 REMSm 0 1/23/19 FOR PERMIT APR PROJECT NO.: 18-0183.6fi DRAWN BY: F. PAAPADO CHECKED BY: M. ABBEY 10 7HIS DRAWING IS COPYRIGHTED AND IS THE SOLE PROPERTY OF THE OWNER. IT IS PRODUCED SOLELY FOR USE BY THE OWNER AND ITS AFFRIATES. REPRODUCTION OR USE OF THIS DRAWING AND/OR THE INFORMATION COWAINTD IN R IS FORBIDDEN WRHOLf THE WRRIEN A apx ENGINEERING GROUP 3400 UWESRIE f)RNE. SUITE 595 MlA . EL 33027 (954) 744-1530 LERnnCKTE OF AU ORRAIION 31943 9t&at8801 W SUNRISEBOULEVARD PW APON, R 33322 ```�� �E0jq �` F ....... �IIM ©:.+ •:.�. ., . / / v sue. Y © .•.. a. �p r:� :: s�B!5�E�9 ,. la• S`J• • - s R CS ]�s� :iANTENNA PLANS cnwsnwc PROPOSED ANTENNA TILT BRACKET PROVIDED W/ ANTENNA • PROPOSED PIPE MOUNTING • BRACKETS PROVIDED W/ • DNA �) MOUNTING AT&T APPROVED ® MOUNTINGG BRACKET • • (TYP. OF 2 PER RRU) BUNDLER DC REV DATE DESCRIPTION A 11/12/181 PRELIMINARY B 1/10/19 REVISED 0 1/23AS FOR PERMIT APK PROJECT NO r 18-0163.66 DRAWN BY: F. PAARADO CHECKED BY: M. ABBEY PROPOSED AT&T 1 2 `�N O TI05 DFNWING IS COPYRIGHTED AND 5(TYP ANTENNA .) C4 G4 c� �� THE SOLE PROPERTY OF THE OWNER. IT 6 PRODUCED SOLELY FOR USE AFFILIATES. THE OCIIO AND ITS THIS � REPROOUCIION OR USE OF THIS DRAWING EXISTING ANTENNA �`�n�o� PROPOSED AT&T 3 4 5 AND/OR 114E INFORMATION CONTAINED IN OUT THE WR MOUNTING PIPE ?�,��, RRU (TYP.) C4 C4 C4 HIS PPEERRMISSION OOFFHT14E DOWNER. RIEN (TYP-) > RUBBER GROMMET �ONNEC EQUAL) CABLE SUPPORT BLOCK EXISTINGMOUNTING ANTENNA (CONNECT E OR a px MOUNTING PIPE �� ��) • • . (TYP.) ENGINEERING GROUP 3H10 MMIDE DRNE SURE 525 Mlle . R 33027 PROPOSED ANTENNA NOTES: (954) 744-1530 BRACKET PROVIDED CR RFl M CF AI ORIMCN 31940 W/ ANTENNA 1. UNIT SHALL BE MOUNTED AS PER MANUFACTURER'S RECOMMENDATIONS. 2. CONTRACTOR SHALL TIGHTEN ALL BOLTS TO A 'SNUG TTGHi CONDITION AS DEFINED BY AISC. ANTENNA MOUNTING DETAIL NTs 1 RRU MOUNTING DETAIL NTs 2 FIBER AND DC CABLE MOUNTING DETAIL 1 3 �}�} PROPOSED zTLO O.D. MOUNTING at ` PIPE (1'-8' LING) //�W�yyRppH CLAMP STYLE CROSSOVER PLATE (TYP.) 0001 W SUNRISE NOULUMD ?L ATCN• FL W322 PROPOSED RAYCAP POLE MOUNT BRACKET (PROVIDED BY MANUFACTURER) BRTED DOoROPOSED AT&T RAYCAP J�EERp/FIED DISTRIBUTION IT `%\.q����, INTEGRATED SURGE PROTECTOR .` .�\ G E N 5+�.. .� (PART/ DCS-45-50—I8—SC) (TYP.) N 85 `.• EXISTING ANTENNA *;• •'* `�•` MOUNT FRAME PROPOSED FIBER AND DC CABLE ROUTED S - 0 FROM EQUIPMENT (2) W ROSENBERGER THREE PAIR POWER �i�:C' • <� R 1O?: �j�=�,` CABLES FART# WR—VGS6ST—BRD AND (1) W ROSENBERGER la —PAIR �'�iS�ONAIE •�`• FIBER CABLE PART FB—L98B-034-75000 rtr... (TYP. PER SECTOR DATE OF SIGNATURE: 1/23/19 • __ 0_ • _ __ _ PROPOSED FIBER AND DC CABLE _ INDIAN RIVER ESTATES ROUTED -TO -PROPOSED RR7 UNITS (1) ROSENBERGER SINGLE PAIR POWER (WHITE CITY) CABLES PART} WR—VG82ST—BRDA AND (1) ROSENBERGER SINGLE PAIR FIBER CABLE PART/ m—LH8B-035-600G (TYP. PER RRH) 6375 US HIGHWAY 1 NOTES: PORT Sr LUCIE. FL 34952 SHEET NAME 1. UNIT SHALL BE MOUNTED AS PER MANUFACTURER'S RECOMMENDATIONS. 2. CONTRACTOR SHALL TIGHTEN ALL BOLTS TO A 'SNUG TIGHT" CONDITION AS DETAILS DEFINED BY AISC. 3. CONTRACTOR SWILL INSTALL RAYCAP DISTRIBUTION UNIT WITHIN 15 FEET FROM SHEET NUMBER ALL RRH'S. SURGE SUPPRESSOR MOUNTING DETAIL NTs 4 (NOT USED) 5 (NOT USED) 16,0 C3 ANTENNA POSITION # 1 IOW XIGH HGX K r Ix C MSL Counties 3 - Antennas ANTENNA POSITION # 3 IOW IOW HGH HGH sl xii I ilx .{ I I><I Ix I 9 ANTENNA POSITION # 4 ww HGH HIGH' I IIx x ! x Ix ,x =Arrestor 21t�----_� TE DIGITAL UNIT — --- --`— KEYNOTE LEGEND- 1. -4BV 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). NOTES. 4. $8 AWG CONDUCTORS. 1. CONTRACTOR SHALL USE ERICSSON PROVIDED DC 5. PROVIDE (2) 6—CONDUCTOR #8 AWG BUNDLES FOR DC POWER FROM POWER CABLE CONNECTOR. RACK MOUNTED RAYCAP SURGE PROTECTION UNIT TO THE RAYCAP FIBER AND DISTRIBUTION UNIT ON TOWER. 2. CONTRACTOR SHALL REMOVE EXISTING UNUSED COAX AS NEEDED TO CREATE SPACE FOR PROPOSED CABLES. 6. PROPOSED FIBER AND OC CABLE ROUTED TO PROPOSED RRH UNITS. RISER DIAGRAM (TYP. PER SECTOR) 1 DC RISER DIAGRAM 121 REV DATE DESCRIPTION A 11/12/18 PRELIMINARY B 1/10/19 REMSED 0 1/23/19 FOR PERMIT APX PRGIECf NO.: 16-01 W.fi6 DRAWN BY: F. PARRADO CHECKED BY: M. ABBEY 10 THIS DRAWING IS COPYRIGHTED AND IS THE SOLE PROPERTY OF THE OWNER IT IS PRODUCED SOLELY FOR USE W THE OWNER AND ITS AFRIATES. REPRODUCTION OR USE OF THIS DRAWING AND/OR THE INFORMATION CONTAINED IN R IS FORBIDDEN WTIHOUT THE WRITTEN PERMISSION OF THE OWNER apx ENGINEERING GROUP 3400 W UIOE URNS, 51111E 525 MIRAI FL 33027 (954) ]44-153R CERTIFICATE OF AUMORRATON 3194! �!�? at&t B601 W SUNRSE BOULEVARD P AWN. R M= DATE OF I_AN RIVER ESTATES (WHITE CITY) 6375 US HIGHWAY 1 PORT ST WOE. FL W52 - DC ELECTRICAL DETAILS E1 DC / FIBER DEMARCATION BOX RAYCAP DC FIBER DEMARCATION BOX I CABLES MOUNTING HEIGHT MODEL I QUANTITY I MODEL SIZE 1 QUANTTY LENGTH PER LINE DC6-48-60-18-8F 1 ROSENBERGER (18) PAIR FIBER TRUNK 3/8" 3 *180'-0" t120'-0' DC6-48-60-18-8C—EV 2 (6) #8 AWG CONDUCTOR SHIELDED DC CABLE 3/4" 1 6 1 t180'—O, ANTENNA AND COAX SCHEDULE ANTENNA CABLES RRU A2 TMA DIPLEXER FILTER SECTOR AZIMUTH RAO CENTER ANTENNA MAKE ANTENNA MODEL ANTENNA MECH ELECT CABLE MODEL SIZE III OF Q651LES CABLE LENGTH COLOR MODEL QTY. QTY. MODEL QTY. MODEL TOWER GROUND NM MODEL Ott. ALPHA (Al) 0' 120'—T KATHREIN B00-10864 K 1 _ _ ROSENBERGER FIBER JUMPER DC6 TO RRU 3 e" 15' 1 RED 4415 B30 1 ROSENBERGER SINGLE PAIR DC CABLES DC6 TO RRU) 7 16" 1 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) 0' 120'-0' KATHRB]N B00-10964K 1 — — ROSENBERGER FIBER JUMPER DC6 TO RRU 2 15' 3 RED 9 B5 B12 1 ROSENBERGER SINGLE PAIR DC CABLES DC6 TO RRU 2 15' 1 2" COAX JUMPER RRU TO ANTENNA 8 10'ROSENBERGER (A4) 0' 120�-0� KATHREIN 800-10884 K 1 — —1 FIBER JUMPER DC6 TO RRU 2 15' RED1-5 1 ROSENBERGER SINGLE PAIR DC CABLES DC6 TO RRU E71 2 15' —ALPHA 2" COAX JUMPER RRU TO ANTENNA 610•4 —ROSENBERGER 8" COAX 2 E E BETA (61) 120' 120�-0� KATHREIN 800-10864 K 1 — —1 FIBER JUMPER DC6 TO RRU 1 15' 1 BLUE 1 ROSENBERGER SINGLE PAIR DC CABLES DC6 TO RRU 1 15' 2" COAX JUMPER RRU TO ANTENNA 1 2 6 1p• — — — — — — — — — 1-5 e" COAX 1-5 B" 2 E BETA (82) _ BETA (B3) 120' 120'-0' KATHREIN 800-10984K 1 — — ROSENBERGER FIBER JUMPER DC6 TO RRU 3 8" 2 15' 3 BLUE 9 B5 B72 1 ROSENBERGER SINGLE PAIR DC CABLES DC6 TO RRU 7 16" 2 15' — — — — — — — — — — 7 2" COAX JUMPER RRU TO ANTENNA 1 2" 8 10• BETA (B4) 120' 120'-0� KATHREIN 800-10884 K 1 — — ROSENBERGER FIBER JUMPER DC6 TO RRU 3 8" 2 15' 4 BLUE 8843 B66A 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 (G1) 24O 120'-0' KATHR63N 800-10884 K 1 — — ROSENBERGER FIBER JUMPER DC6 TO RRU 3 8" 1 15' 1 GREEN 4415 B30 1 ROSENBERGER SINGLE PAIR DC CABLES DC6 TO RRU 7 16" 1 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) 240' 120'-0' KATHR6TN 800-10984K 1 — — ROSENBERGER FIBER JUMPER DC6 TO RRU 3/8.. 2 15' 3 GREEN 9 B5 B12 1 ROSENBERGER SINGLE PAIR DC CABLES DC6 TO RRU 7 16" 2 15' — — — — — — — — — — 1 2" COAX JUMPER RRU TO ANTENNA 1 2" 8 10. GAMMA (G4) 241E 120'-0' KATHFffTN 800-10884 K 1 — — ROSENBERGER FIBER JUMPER DC6 TO RRU 3 8" 2 15' 4 GREEN 8843 066A 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)— DELTA— (DI) _ DELTA (D2) DELTA (D3) DELTA (D4) TOTAL EXISTING 9 TOTAL REMOVED 9 TOTAL REPLACED 9 OVERALL TOTAL 9 TOTAL (A)COAX 12 (E) TOTAL 9 0 TOTAL — TOTAL 0 — — 0 LEGEND (A) — ACTIVE (E) = EXISEXISTING5/ts• (I) = INACTIVE FIBER 15 225' POWER 15 225' JUMPER 60 600' CABLES 3 (E) ANTENNA AND COAX SCHEDULE 11.0 REV DATE DESCRIPDON A 11/12/18 PRELIMINARY B 1/10/19 REMSED 0 1/23/19 FOR PERMIT APX PROJECT N0: 18-0163.66 ORA" B0 F. PARRADO CHECKED BY. M. ABBEY