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HomeMy WebLinkAboutPLANS�e SOUTH FLORIDA RIDGE FA #10126636 CROWN CASTLE BU #5800427 CROWN CASTLE APP#: 500050 wat&t SCPNYED St. Lucie County 6425 RUSSAKIS RD FIDE FORT PIERCE, FL 34951 copy TOWER UPGRADE - 5C / 4C / 3C / 4TX4RX / 4TX4RX PACE JOB#: MRSFL020643 LOCATION MAP APPROVALS DESIGN CRITERIA INDEX OF DRAWINGS FLORIDA BUILDING CODE, 2017 EDITION ANSI EIA / /ilA-222-G (ALLOWED PER EXEMPTION #5 OF 1609.1. FBC 2017) ASCE 7-10 ND' DESCRIPTION NO. $ s. T-1 TE SHEET TITLE {J 9. § ULTIMATE WIND SPEED = 157 MPH BASIC WIND SPEED = 122 MPH (NOMINAL)OCCUPANCY GORY= II EXPOS RE= C IMPORTANCE FACTOR= 1.0 _ NATIONAL ELECTRICAL CODE, 2014 EDITION (NFPA 70-2014) PROPERTY OWNER DATE GN-1 GENERAL NOTES, ABBREVIATIONS RF ENGINEER DATE ARCHITECTURAL / CIVIL PLANS CONSTRUCTION DATE C-1 SITE PLAN III I i i - FLORIDA FIRE PREVENTION CODE 2017 (6th EDITION) - CONTRACTOR TO CONFIRM THAT THE SITE IS COMPLIANT WITH SITE ACQUISITION DATE STRUCTURAL PLANS I SITE LOCATION- _- RF WARNING SIGNAGE & EMERGENCY SIGNAGE AS REQUIRED BY THE FEDERAL GUIDELINES CONTAINED WITH OEf 65 BULLETIN & AS PER AT&T GUIDELINES IS-3 S-1 TOWER ELEVATION AND ANTENNA ORIENTATION ZONING DATE S-2 MISCELLANEOUS DETAILS NETWORK DATE CONSTRUCTION NOTES MISCELLANEOUS DETAILS O OPERATIONS DATE 1, CONTRACTOR SHALL VERIFY ALL PLANS AND EXISTING ANTENNA SCHEDULE ;, - 6 ,L, -° U `s: 5' 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. 2. CONTRACTOR SHALL NOTIFY OWNER FOR ACCESS TO $SIITTE. 3. TOWER WORK- CONSISTS ANTENNA, INSTALLATION(3) 4449 B5/872, ( u 4478 B14, (3) 8843 92/B56A. (2) NEW DC9, (2) N FIBERS, (4) NEW DC TRUNK CABLES, NEW MOUNT MODIFICATIONS ANpp ALL ASSOCIATED WORK. GROUND WORT(: ON ISTS 874, AND ALL ASSOCIATEL�Id0 4. THIS PROJECT CONSISTS OF THE REMOVAL OF: TOWER WORK: (9) ANTENNAS, (3) RRUS-11 612, DATE: RRUS-12 B2, (1) DC6, (1) FIBER CABLE AN-1ANTENNA SCHEDULE CONTRACTOR DATE ELECTRICAL PLANS - ISER DIAGRAMS VICINITY MAP PROJECT SUMMARY } zr 1 U� 71 ' �p =" „ :o T� •• ' ......_.�.. _ _ - .._77. _ a ` SITE NAME: SOUTH FLORIDA RIDGE FA SITE NUMBER: 10126636 FOLIO: 1303-243-0001-000-7 COUNTY: ST. LUCIE JURISDICTION: ST. LUCIE COUNTY SITE COORDINATES: N 27.551236• (L ON W 80.423311' (LONG) PROJECT INITIATIVE: 5C/4C/3C/4TX4RX 4TX4RX /PLANTATION, STRUCTURE TYPE MONOPOLEU HEIGHT: 129'-0' AGLCROWN C.L HEIGHT: 127'-0' AGL _ / .T I- )4 (u-Gj(,j� CONTACTS DATE: 3' APPLICANT: PLUMB: AT&T 8601 W SUNRISE BLVD�A�'0 ,�MECH:"-' TOWER OWNER:CE1VQ�m:TOWER FL 33322 LS CASTLEANTENNA 6420 CONGRESS AVE.SUITE 2000 P 13 2M BOCA RATON, FL 33487 ENGINEER: County, Permittin USA ENGINEERING ca ! �p Z ,�+.i SITE LOCATION,u .+=+..,,, '. tl,,4i?�, 'i I ,-r,j \F\ t .,ff , a •` ! SEES ' 5 7II 1'T{CH - - _ - 2818 CYPRESS RIDGE BLVD SUITE 110 P 1 WESLEY CHAPEL, FL 33544 CONTACT: MARC P. MAIER, P.E. PHONE: 813-994-0365 DRIVING DIRECTIONS PROJECT REFERENCES PROJECT INFORMATION FROM AT&T o CES W PLANTATION: 1. DEPART SR408 W / W SUF#BSE. BLVD, 0.4 MI: 2. URN BACK ON SR-838 E / W SUNRISE BLVD, 4.1 MI 3. TAKE RAMP LEFT FOR FLORIDKS TURNPII(E NORM TOWARD ORLANDO. 94.0 MI 4. AT EXIT 152, TAKE RAMP RICH FUR SR-70 TOWARD FT PIERCE / VERO BCN, 05 MI 6. TAKE RAMP RIGHT MR 1-95 NORM�T D DAOBEE ITONA B0.5 LEACH, 8.9 MI 7. AT EXIT IWL TAKE RAMP RIGHT AND FDLLO'N SGUS MR SR-614, 0.3 MI & TURN RIGHT OHM) SR-614 E / INDRNF RD. 1.1 MI 9. TURN LEFT ONTO JOHNSTON Oft-603, 14 MI 9. TURN RIGHT ONTO RUSiO ND,. / / MI 11. TURN LEFT OHO RUSSV(S -RD. 0.6 MI ARRIVE AT: 6425 RO RU5541a5 N. P6RCE, R 34951 1. THESE PLANS WERE COMPLETED PER 5C RFDS V1.00 ID. 3125438 DATED 07/10/19. CONTRACTOR SHALL REQUEST CURRENT RFDS & WORKBOOK FROM CONSTRUCTION MANAGER PRIOR TO CONSTRUCTION. 2. THESE PLANS WERE COMPLETED PER USA ENGINEERING'S MOUNT ANALYSIS, COMPLETED ON 07/25/19. 1. THIS IS AN UNMANNED FACILITY AND WILL BE USED FOR THE TRANSMISSION OF RADIO SIGNALS FOR THE PURPOSE OF PROVIDING PUBLIC CELLULAR SERVICE 2. AT&T CERTIFIES THAT THIS EQUIPMENT FACILITY WILL BE SERVICED ONLY BY AT&T EMPLOYEES AND SUBCONTRACTORS AND THE WORK ASSOCIATED WITH ANY EQUIPMENT CANNOT BE PERFORMED BY HANDICAPPED PERSONS. THIS FACILITY WILL BE FREQUENTED ONLY BY SERVICE PERSONNEL FOR REPAIR PURPOSES ONLY. 3. NO POTABLE WATER SUPPLY IS TO BE PROVIDED AT THIS LOCATION. 4. NO WASTEWATER WILL BE GENERATED AT THIS LOCATION. 5. NO SOLID WASTE WILL BE GENERATED AT THIS LOCATION. REV DATE DESCRIPTION A OB/19/19 PREIJMINMTI' M REV A• 0 08/25/1S FINAL. CDs ISSUED REV -0• 1 2 3 4 5 6 7 e 9 DF BY: CHECKED BY. WL FN at&t 8601 W SUNRISE BLVD PLANTATION, FL 33322 CCCROWN CASTLE 6420 CONGRESS AVE SUITE 2000 BOCA RATON, FL 33487 PREPARED BY: ®IENGINEERING 2818 CYPRESS RIDGE BLVD. SUITE 110 6 WLEf CHAPEL, FL 33544 LF813) L ODA9#31705 PR .... , 9IF •,� r* No 72513 rt S TE OF o: •.ZORI'5 �1'/1,`l?ONAL ENV.. AUGII6Y �6, 2019 MARC P. MAIER, P.E. FL PROFESSIONAL ENGINEER LIC. # 72513 SOUTH FLORIDA RIDGE FA #10126636 6425 RUSSAKIS RD Fr. PIERCE, FL 34951 SHEET DESCRIPTION TITLE SHEET SHEET NUMBER T-1 E EftLRtamGS1Y.4i 1. ALL REFERENCES TO OWNER HEREIN SHALL BE CONSTRUED TO MEAN AT&T OR IT'S DESIGNATED REPRESENTATIVE. 2. ALL WORK PRESENTED ON THESE DRAWINGS MUST BE COMPLETED BY THE CONTRACTOR UNLESS NOTED OTHERWISE. THE CONTRACTOR MUST HAVE CONSIDERABLE EXPERIENCE IN PERFORMANCE OF WORK SIMILAR TO THAT DESCRIBED HEREIN. BY ACCEPTANCE OF THIS ASSIGNMENT, THE CONTRACTOR IS ATTESTING THAT HE DOES HAVE SUFFICIENT EXPERIENCE AND ABILITY, THAT HE IS KNOWLEDGEABLE OF THE WORK TO BE PERFORMED AND THAT HE IS PROPERLY LICENSED AND PROPERLY REGISTERED TO DO THIS WORK IN THE STATE AND/OR COUNTY IN WHICH IT IS TO BE PERFORMED. 3. UNLESS SHOWN OR NOTED OTHERWISE ON THE CONTRACT DRAWINGS, OR IN THE SPECIFICATIONS, THE FOLLOWING NOTES SHALL APPLY TO THE MATERIALS LISTED HEREIN, AND TO THE PROCEDURES TO BE USED ON THIS PROJECT. 4. IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO DETERMINE ERECTION PROCEDURE AND SEQUENCE TO INSURE THE SAFETY OF THE STRUCTURE AND ITS COMPONENT PARTS DURING ERECTION AND/OR FIELD MODIFICATIONS. THIS INCLUDES, BUT IS NOT LIMITED TO, THE ADDITION OF WHATEVER TEMPORARY BRACING, GUYS OR TIE DOWNS THAT MAY BE NECESSARY. SUCH MATERIAL SHALL BE REMOVED AND SHALL REMAIN THE PROPERTY OF THE CONTRACTOR AFTER THE COMPLETION OF THE PROJECT. 5. ALL DIMENSIONS, ELEVATIONS, AND EXISTING CONDITIONS SHOWN ON THE DRAWINGS SHALL BE FIELD VERIFIED BY THE CONTRACTOR AND THE TESTING AGENCY PRIOR TO BEGINNING ANY MATERIALS ORDERING, FABRICATION OR CONSTRUCTION WORK ON THIS PROJECT. ANY DISCREPANCIES SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE OWNER AND THE OWNER'S ENGINEER. THE DISCREPANCIES MUST BE RESOLVED BEFORE THE CONTRACTOR IS TO PROCEED WITH THE WORK. THE CONTRACT DOCUMENTS DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK AND SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, AND PROCEDURES. OBSERVATION VISITS TO THE SITE BY THE OWNER AND/OR THE ENGINEER SHALL NOT INCLUDE INSPECTION OF THE PROTECTIVE MEASURES OR THE CONSTRUCTION PROCEDURES. 6. ALL MATERIALS AND EQUIPMENT FURNISHED SHALL BE NEW AND OF GOOD QUALITY, FREE FROM FAULTS AND DEFECTS AND IN CONFORMANCE WITH THE CONTRACT DOCUMENTS. ANY AND ALL SUBSTITUTIONS MUST BE PROPERLY APPROVED AND AUTHORIZED IN WRITING BY THE OWNER AND ENGINEER PRIOR TO INSTALLATION. THE CONTRACTOR SHALL FURNISH SATISFACTORY EVIDENCE AS TO THE KIND AND QUALITY OF THE MATERIALS AND EQUIPMENT BEING SUBSTITUTED. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INITIATING, MAINTAINING, AND SUPERVISING ALL SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK. THE CONTRACTOR IS RESPONSIBLE FOR INSURING THAT THIS PROJECT AND RELATED WORK COMPLIES WITH ALL APPLICABLE LOCAL, STATE, AND FEDERAL SAFETY CODES AND REGULATIONS GOVERNING THIS WORK. 8. ALL WORK SHALL BE COMPLETED IN ACCORDANCE WITH THE LATEST EDITION OF THE LOCAL BUILDING CODE. 9. ALL PROPOSED CELLULAR EQUIPMENT AND FIXTURES SHALL BE FURNISHED BY OWNER FOR INSTALLATION BY THE CONTRACTOR, UNLESS SPECIFICALLY NOTED OTHERWISE HEREIN. 10. ACCESS TO THE PROPOSED WORK SITE MAY BE RESTRICTED. THE CONTRACTOR SHALL COORDINATE INTENDED CONSTRUCTION ACTIVITY, INCLUDING WORK SCHEDULE AND MATERIALS ACCESS, WITH THE RESIDENT LEASING AGENT FOR APPROVAL. STRUCTURAL STEEL NOTES: 1. STRUCTURAL STEEL SHALL CONFORM TO THE LATEST EDITION OF THE A.I.S.C. SPECIFICATIONS FOR STRUCTURAL STEEL BUILDINGS- ALLOWABLE STRESS DESIGN AND PLASTIC DESIGN INCLUDING THE COMMENTARY AND THE A.I.S.C. CODE OF STANDARD PRACTICE. 2. STRUCTURAL STEEL PLATES AND SHAPES SHALL CONFORM TO ASTM A36. ALL STRUCTURAL STEEL PIPES SHALL CONFORM TO ASTM A53 GRADE B. ALL STRUCTURAL STEEL TUBING SHALL CONFORM TO ASTM A500 GRADE B. ALL STRUCTURAL STEEL COMPONENTS AND FABRICATED ASSEMBLIES SHALL BE HOT DIP GALVANIZED AFTER FABRICATION. 4. ALL COAXIAL CABLE CONNECTORS AND TRANSMITTER EQUIPMENT SHALL BE AS SPECIFIED BY THE OWNER AND IS NOT INCLUDED IN THESE CONSTRUCTION DOCUMENTS. THE CONTRACTOR SHALL FURNISH ALL CONNECTION HARDWARE REQUIRED TO SECURE THE CABLES. CONNECTION HARDWARE SHALL BE GRADE 304 STAINLESS STEEL. 5. ALL REINFORCING STEEL SHALL CONFORM TO ASTM 615 GRADE 60, DEFORMED BILLET STEEL BARS. WELDED WIRE FABRIC REINFORCING SHALL CONFORM TO ASTM A185. 6. THE FABRICATION AND ERECTION OF STRUCTURAL STEEL SHALL CONFORM TO THE LATEST A.I.S.C. SPECIFICATIONS. 7. ALL CONNECTIONS NOT FULLY DETAILED ON THESE PLANS SHALL BE DETAILED BY THE STEEL FABRICATOR IN ACCORDANCE WITH A.I.S.C. SPECIFICATIONS. 8. HOT -DIP GALVANIZE ITEMS SPECIFIED TO BE ZINC -COATED, AFTER FABRICATION WHERE PRACTICAL. GALVANIZING: ASTM A 123, ASTM, A 153/A 153M OR ASTM A 653/A 653M, G90, AS APPLICABLE. 9. REPAIR DAMAGED SURFACES WITH GALVANIZING REPAIR METHOD AND PAINT CONFORMING TO ASTM A 780 OR BY APPLICATION OF STICK OR THICK PASTE MATERIAL SPECIFICALLY DESIGNED FOR REPAIR OF GALVANIZING. CLEAN AREAS TO BE REPAIRED, AND REMOVE SLAG FROM WELDS. HEAT SURFACES TO WHICH STICK OR PASTE MATERIAL IS APPLIED WITH A TORCH TO A TEMPERATURE SUFFICIENT TO MELT THE METALUCS. IN STICK OR PASTE, SPREAD MOLTEN MATERIAL UNIFORMLY OVER SURFACES TO BE COATED AND WIPE OFF EXCESS MATERIAL. 10. CONTRACTOR SHALL FOLLOW THE MANUFACTURER'S INSTRUCTIONS/SPECIFICATIONS IF NO INFORMATION IS CONTAINED IN THESE PLANS OR IF THE MANUFACTURER'S SPECIFICATIONS ARE STRICTER. PERMITS 1. CONTRACTOR SHALL SECURE ALL NECESSARY PERMITS FOR THIS PROJECT FROM ALL APPLICABLE GOVERNMENTAL AGENCIES. 2. ANY PERMITS WHICH MUST BE OBTAINED SHALL BE THE CONTRACTOR'S RESPONSIBILITY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ABIDING BY ALL CONDITIONS AND REQUIREMENTS OF THE PERMITS. 3. ALL WORK SHALL BE IN ACCORDANCE WITH LOCAL CODES AND THE ACI 318-14. "BUILDING REQUIREMENTS FOR STRUCTURAL CONCRETE". 4. THE CONTRACTOR SHALL NOTIFY THE APPLICABLE JURISDICTIONAL (STATE, COUNTY OR CITY) ENGINEER 24 HOURS PRIOR TO THE BEGINNING OF CONSTRUCTION. 5. ALL DIMENSIONS SHALL BE VERIFIED WITH THE PLANS (LATEST REVISION) PRIOR TO COMMENCING CONSTRUCTION. NOTIFY THE OWNER IMMEDIATELY IF DISCREPANCIES ARE DISCOVERED. THE CONTRACTOR SHALL HAVE A SET OF APPROVED PLANS AVAILABLE AT THE SITE AT ALL TIMES WHEN WORK IS BEING PERFORMED. A DESIGNATED RESPONSIBLE EMPLOYEE SHALL BE AVAILABLE FOR CONTACT BY GOVERNING AGENCY INSPECTORS. MISCELLANEOUS: 1. ALL THREADED STRUCTURAL FASTENERS FOR ANTENNA SUPPORT ASSEMBLES SHALL CONFORM TO ASTM A307 OR ASTM 36. ALL STRUCTURAL FASTENERS FOR STRUCTURAL STEEL FRAMING SHALL CONFORM TO ASTM A325. FASTENERS SHALL BE 5/8" MIN. DIA. BEARING TYPE CONNECTIONS WITH THREADS EXCLUDED FROM THE PLANE. ALL EXPOSED FASTENERS, NUTS, AND WASHERS SHALL BE GALVANIZED UNLESS OTHERWISE NOTED. ALL ANCHORS INTO CONCRETE SHALL BE STAINLESS STEEL 2. THE CONTRACTOR SHALL FURNISH ALL CONNECTION HARDWARE REQUIRED TO SECURE THE CABLES. CONNECTION HARDWARE SHALL BE STAINLESS STEEL. 3. NORTH ARROW SHOWN ON PLANS REFERS TO TRUE NORTH. CONTRACTOR SHALL VERIFY NORTH AND NOTIFY CONSULTANT OF ANY DISCREPANCY BEFORE STARTING CONSTRUCTION. 4. PROVIDE LOCK WASHERS FOR ALL MECHANICAL CONNECTIONS FOR GROUND CONDUCTORS. USE GRADE 304 STAINLESS STEEL HARDWARE THROUGHOUT. 3. WELDING SHALL BE IN ACCORDANCE WITH THE AMERICAN WELDING SOCIETY (AWS) 5. THOROUGHLY REMOVE ALL PAINT AND CLEAN ALL DIRT FROM SURFACES D.1.1/D1.1M:2010. STRUCTURAL WELDING CODE -STEEL WELD ELECTRODES SHALL REQUIRING GROUND CONNECTIONS. BE E7OXX. 6. MAKE ALL GROUND CONNECTIONS AS SHORT AND DIRECT AS POSSIBLE. AVOID SHARP BENDS. ALL BENDS TO BE A MIN. OF 8" RADIUS. 7. FOR GROUNDING TO BUILDING FRAME AND HATCH PLATE GROUND BARS, USE A TWO -BOLT HOLE NEPA DRILLED CONNECTOR SUCH AS T&B 32007 OR APPROVED EQUAL. 8. FOR ALL EXTERNAL GROUND CONNECTIONS, CLAMPS AND CADWELDS, APPLY A LIBERAL PROTECTIVE COATING OR AN ANTI -OXIDE COMPOUND SUCH AS 'NO -OXIDE A' BY DEARBORN CHEMICAL COMPANY. 9. REPAIR ALL METAL SURFACES THAT HAVE BEEN CUT OR DAMAGED BY REMOVING ANY EXISTING RUST AND APPLYING COLD GALVANIZATION. 10. ANTENNA CABLE LENGTHS HAVE BEEN DETERMINED BASED ON THESE PLANS. CABLE LENGTHS LISTED ARE APPROXIMATED AND ARE NOT INTENDED TO BE USED FOR FABRICATION. DUE TO FIELD CONDITIONS, ACTUAL CABLE LENGTHS VARY. CONTRACTOR MUST FIELD VERIFY ANTENNA CABLE LENGTHS PRIOR TO ORDER. REV DATE DESCRIPTION A W/19/19 PRELIMINARY CDs REV 'A' 0 8/26/1 FINAL CDs ISSUED REV '0' 1 2 J a 5 6 7 e 9 DRAWN W. CHECIQD W., WL FN 10 eat&t 86D1 W SUNRISE BLVD PLANTATION, FL 33322 CCCROWN CASTLE 6420 CONGRESS AVE SUITE 2000 BOCA RATON, FL 33487 PREPARED BY: ®IENGINEERING 2818 CYPRESS RIDGE BLVD. SURE 110 WESLEY CHAPEL. FL 33544 (813) 99a-0365 FL COA /31705 \`IC 1 P .II jj * No 72513 -0 ' ATE OF Q, �i K �N AL E�� AUGI Y%1, 2019 MARC P. MAIER, P.E. FL PROFESSIONAL ENGINEER LIC. N 72513 SOUTH FLORIDA RIDGE FA #10126636 6425 RUSSAKIS RD FT. PIERCE, FL 34951 GENERAL NOTES, ABBREVIATIONS G N-1 c c h r 0 NOTES: 1. CONTRACTOR TO FILL ANY EXISTING GRAVEL AREAS THAT ARE DISTURBED DURING THE COURSE OF CONSTRUCTION, GRAVEL TO MATCH EXISTING. 2. THE CONTRACTOR TO ENSURE THAT NO DAMAGE OR DEBRIS OCCURS ON THE ADJACENT PROPERTIES. 3. THE CONTRACTOR SHALL SEED ALL DISTURBED AREAS WITH LOW MAINTENANCE NATIVE GRASS AND COVER WITH APPROVED STRAW. 4. CONTRACTOR SHALL PROVIDE ALL REQUIRED EROSION CONTROL TECHNIQUES ANDBESTMANAGEMENT PRACTICES PER LOCAL AND AND STATE REQUIREMENTS AS APPLICABLE 5. NORTH ARROW SHOWN ON PLANS REFERS TO TRUE NORTH. CONTRACTOR SHALL VERIFY NORTH AND INFORM ARCHITECT/ENGINEER OF ANY DISCREPANCY BEFORE STARTING CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR MODIFYING THE RAYCAP INSTALL AT GRADE LEVEL TO ACCOMODATE THE 0 ANTTTY OF RRU'S. THECONTRACTOR MUST FIELD VERIFY ALL MEASUREMENTS AND FIELD CONDITIONS PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. ONE CALL - DIAL 811 CALL 3 WORKING DAYS BEFORE YOU DIG 1-800-638-4097 SITE PLAN C-, SCALE- ,'=11W SCALE BASED ON „-X,7- ONLY PROPOSEDTSHELTER, • INSTALL PROPOSED 4478 B14 (700 BAND) FOR POSITION #4 (1 PER SECTOR, 3 TOTAL) GRAPHIC SCALE 0 10 20 ( IN FEcr ) REV DAIS DESMPRON A 0/19/19 PR081INARY CDs REV •A• 0 /26/1 DNAL CDs ISSUED REV -0- 1 2 3 4 S 6 7 e 9 DRAWN BY: CHECKED BY: WL EN e) at&t 8601 W SUNRISE ISM PLANTATION, FL 33322 CCROWN v CASTLE 6420 CONGRESS AVE SUITE 2000 BOCA RATON. FL 33487 PREPARED BY: ®IENGINEERING 2818 CYPRESS RIDGE BLVD. SUITE 110 WESLEY CHAPEL, FL 33544 (813) 994-0365 FL COA /31705 PI' N NM4 * : No 725 3 A ATE OF %1� ' F�ORIDP.•'�4 NAl- ENV •`• AUGI MIS', 2019 MARC P. MAIER, P.E. FL PROFESSIONAL ENGINEER UC. # 72513 SOUTH FLORIDA RIDGE FA #Iozz6636 6425 RUSSAKIS RD FT. PIERCE, FL 34951 SHEET DESOR51ION SITE PLAN SHEET NUMBER C-1 1. A STRUCTURAL ANALYSIS SHALL BE PERFORMED BY THE OWNER'S AGENT TO CERTIFY THAT THE EXISTING/PROPOSED COMMUNICATION STRUCTURE AND COMPONENTS ARE STRUCTURALLY ADEQUATE TO SUPPORT ALL EXISTING AND PROPOSED ANTENNAS, COAXIAL CABLES AND OTHER APPURTENANCES. THE OWNER'S AGENT SHALL FURNISH A CERTIFICATION LETTER SEALED BY A REGISTERED PROFESSIONAL ENGINEER STATING THAT THIS STRUCTURAL ANALYSIS WAS PREPARED IN ACCORDANCE WITH ALL APPLICABLE CODES AND. STANDARDS. 2. IF ANY WORK IS PERFORMED AT THIS SITE THAT REQUIRES THE SITE TO BE OFF AIR OR TURNED DOWN, THE SWITCH IS TO BE NOTIFIED 48 HOURS PRIOR TO CONSTRUCTION VIA NCR/CTS. 3. INSTALLATION SHALL BE CONDUCTED BY FIELD CREWS EXPERIENCED IN THE ASSEMBLY AND ERECTION OF RADIO ANTENNAS, TRANSMISSION LINES, AND SUPPORT STRUCTURES. ANTENNA WORK TO BE INSTALLED PER THE REQUIREMENTS OF THE TOWER MANUFACTURER'S SPECIFICATION. 4. ANTENNA AND MOUNT DESIGN MUST COMPLY WITH TLA-EIA-222-G AND ALL LOCAL CODES. 5. CONTRACTOR TO PROVIDE THE PROPER COAX JUMPER SUPPORT ATTACHMENTS TO THE TOWER AND ANTENNA MOUNT. CONTRACTOR IS RESPONSIBLE FOR MODIFYING THE RAYCAP INSTALL THE TOWER TO ACCOMODATE THE QUANTITY OF RRU-S. CONTRACTOR TO REMOVE (6) 1-5/8- COAX FROM TOWER (2 PER SECTOR, FROM #3 ANTENNA) UNUSED COAX SHALL BE REMOVED WHERE NECESSARY TO .CREATE SPACE FOR NEW CABLES ALL RRHs TO BE MOUNTED BACK TO BACK. WARNING ALL SECTORS WILL GO OFF LINE UNTIL NEW FRAMES ARE INSTALLED E E U m TOP OF TOWER o ELEV. = 129'-0" AGL z Ai OE OF EXISTING AND + EXISTING ANTENNAS IN ALL PROPOSED AT&T ANTENNAS POSITIONS TO BE REPLACED ELEV. - 127'-0• AGL a ® ® (3 PER SECTOR, 9 TOTAL ) EXISTING RAYCAP DC SURGE PROTECTION BOX MODEL# DC6-48-60-18-8F TO BE REMOVED EXISTING ANTENNAS ®�, ®, (1 TOTAL) ELEV. = 115'-0" AGL A 127 AGL ) SECTOR �i EXISTING RRUS-11 812 (700 BAND) & RRUS-12 B2 (1900 BAND) IN POSITION #3 TO BE REPLACED © (2 RRU PER SECTOR, 6 TOTAL) b L ry h hOQ' a' �4 e n EXISTING ANTENNA CONFIGURATION DETAIL S•1 SCALE: 1^-S• PROPOSED EQUIPMENT TO BE INSTALLED IN AT&T EQUIPMENTSHE] CONTRACTOR TO ENSURE MINIMUM OF 36' EDGE TO INSTALL PROPOSED 4478 B14 (700 BAND) FOR POSITION #4 EDGE SEPARATION BETWEEN THE 700 312, B17, B29 (1 PER SECTOR, 3 TOTAL) AND 700 B14 ANTENNAS PER SECTOR AND THE EXISTING ANTENNA BACKPLANES OF SAME ON DIFFERENT FACE'S MONOPOLE (ADJACENT SECTORS ON SAME RAD CENTER) v REMAINDER OF ANTENNAS TO BE EQUALLY SPACED 6 � • REFER TO CURRENT RFOS 'A Fy PROPOSED AT&T CABLES FOR EQUIPMENT TYPES N4 _ INSTALL PROPOSED ANTENNA IN POSITION #1, #3 ROUTED INSIDE THE TOWER 36 MIN® y� z (COMMSCOPE - SBNHH-1D85B) IN 2"0 INNER DUCT "Y (3 PER SECTOR, 9 TOTAL) 8 M INSTALL PROPOSED 8843 82/B66A 12T , INSTALL PROPOSED 4449 B5/B72 EXISTING AT&T (AWS BAND) ON NEW BACK TO BACK . (700/850 RAND) ON NEW BACK TO WAVEGUIDE BRIDGE RRU MOUNT IN POSITION #4 •, i'k'-,i[,-� ® AGL BACK RRU MOUNT IN POSITION #3 EXISTING AT&T (1 PER SECTOR. 3 TOTAL) "'1'L'1 ® (1 PER SECTOR, 3 TOTAL) EQUIPMENT SHELTER G1 SECTOR 2 (BETA) INSTALL PROPOSED RAYCAP DC Y AZ. = 95- SURGE PROTECTION BOX MODEL G'�r-'+''i.INSTALL , #DC9-48-60-24-BC-EV (2 TOTAL) SEE SHEEfOS PROPOSED DETAILS ODIFlCATIONS ' ro 4YYN ♦ _ ` 4 �4 \,� \� �� �� ♦� �� 0 n TOWER ELEVATION 5-1 SCALE: N.T.S. 0 PROPOSED ANTENNA CONFIGURATION DETAIL 5-1 SCALE: 1"=5' REV GATE D6CRIPIION A 08/19/19 PRELIMINARY CO. REV 'A' 0 08/26/19 FINAL CDs I65Um REV '0' 1 2 3 4 5 6 7 8 9 DRAWN B. 'CHm;m E,Y: WL M Q5 at 8601 W SUNRISE BLVD PLANTATION, FL 33322 CC CROWN CASTLE 6420 CONGRESS AVE SURE 2000 BOCA RATON. FL 33487 PREPARED BY: ®IENGINEERING 2818 CYPRESS RIDGE BLVD. SUITE 110 WESLEY CHAPEL. FL 33544 (813) 994-0365 F. COA /31705 ♦♦P�G 1 P ,LT� * VNo7251O . �1',, lUNALF��• AUGIfM6, 2019 MARC P. MAIER, P.E. FL PROFESSIONAL ENGINEER LIC. # 72513 SOUTH FLORIDA RIDGE FA #10126636 6425 RUSSAKIS RD FT. PIERCE, FL 34951 SHEET DESCR9•RON TOWER ELEVATION AND ANTENNA ORIENTATION SHEET NUM S-1 PROPOSED ANTENNA TILT E BRACKET PROVIDED W/ ANTENNA N PROPOSED PIPE " MOUNTING 0 • • BRACKET PROVIDED W/ ANTENNA r• • f� 6 o PROPOSED AT&T ANTENNA 11 85" REV DATE DESCRIPnON A 08/19/19 PRELIMINARY CDs REV •A• 0 58/26/li DNAL CDs ISSUED REV •0- 1 2 3 4 5 6 7 8 9 DRAWN BY: CHECKED BY: WL FN m 7.1" n DOME o SECURING BAND la Sat&t n r MIN. 2" TO MAX. 4" GALVANIZED PIPE 8601 W SUNRISE BLVD FIBER AND PLANTATION. FL 33322 POWER CABLE INGRESS PORTS > RAYCAP SUPPLIED ;9 ® POLE MOUNTING PROPOSED PIPE Io a ? BRACKETS CROWN MOUNTING CANTENPNRAOV DED �� TIE BAR CASTL E W/ v 6420 CONGRESS AVE • —RAYCAP SUPPLIED SUITE 2000 • • N BASE E ASSEMBLY BOCA RATON, FL 33487 ri PREPARED BY: USA r73"" NOTES' 1. UNIT SHALL BE MOUNTED AS PER MANUFACTURER'S RECOMMENDATIONS. 2. CONTRACTOR SHALL TIGHTEN ALL BOLTS TO A "SNUG ® ENGINEERING ANTENNA TIGHT" CONDITION AS DEFINED BY RISC. 3. 2818 CYPRESS RIDGE BLYO. MAST PIPE • � • • • CONTRACTOR SHALL INSTALL RAYCAP DISTRIBUTION UNIT SUITE • • WITHIN 15 FEET FROM ALL RRH'S. WESLEY CHAPEL, FL 33544 (813) 994-0365 FL ODA 031705 n ANTENNA MOUNTING DETAIL H-1D85B n DC9-48-60-24-8C-EV MOUNT DETAIL S-2 9CILLE: N.TS. 5.2 SGpLE: N.T.S. S-2 SCALE: N.TS. `` AA711 P ICEYITDTE IEGEHD.' No 725 3 I. SECTOR GROUND BAR (ITP). 2 COUECfOR GROUND BAR 3. NEW ANTENNA. 4. SINGLE PAIR FIBER & DC POWER 5. JUMPER CABLE 1/2" (TYP). 6. PPE MOUNT. 7. DC POWER & FIBER TO RAYCAP UNIT. & RROM RADIO HEAD (RRH) (IF APPUCABLE). 9. DC6 RAYCAP SURGE SUPPREMR (IF APPLICABLE). 5 6 6 4 9 12 SOLID COPPER 3 INNED IN NMLT (NON-METALIC LIQUID TIGHT) (TYP) MISCELLANEOUS MATERIALS SCHEDULE DESCRIPnON MODEL NUMBER QUANTITY SNAP -IN RANGER TH496-DC114 360 HANGER ADAPTER GROMMET CX603-HAO711 360 HOISTING GRIP CX051-HG38PL 4 HOISTING GRIP CX06-HC12PL 2 GROUNDING qT i - I - NOTES: 1. REAR TO JM DOCUMENTS FOR DGCT CABLE NUMBER AND MMRTFACIIRER SPECIFICATIONS FOR PROPER GROMMETS AND HANGER TO •'•, ST TE OF :• Qr AAY� SUPPORT THE FIBER AND DC CABLE BUNDLES. 2. RUM TO SIRUCNRAL ARAYSS FOR EXALT Dja CABLE ROUTING AND MOUNTING CONFIGURATION. , AUGIfS���6, 2019 MARC P. MAIER, P.E. FL PROFESSIONAL ENGINEER UG M 72513 FIBER OR DC BUNDLE 12 SOLID COPPER SOUTH TINNED IN NLTLT (NON-METALIC UWD T�j0j2S(9JD SNAP IN HATS FLORIDA RIDGE RH496-DCGER114 PART I TH496-DC114 OR EQUNAIEMCOPPER FA #10126636 HANGER ADDER GROMMET �6425 RUSSAKIS RD NUI.T ROSUIRRGER PART NO. CX6OB-HAOT20 OR E0 MWN FT. PIERCE, FL 34951 UC UIXIID TIGHT) SHEEP DESCRIPTION (TYP) 1. UN DF DOM AT&T GROUND BARS AND GROUNDING. 2 ADD GROUND BARS IF THERE ARE INSUFFICIENT LUG POSITIONS. MISC. DETAILS 3. REFERENCE AT&T BONDING & GROUNDING PRACIICE TP76416. DOUBLE CLAMP SH N/M�OM ANTENNA GROUNDING SCHEMATIC HANGER ADAPTER GROMMET DETAILS C41 n S2 SCALE: N.T.S. - S-2 SCALE: N.TS. C-G ERICSSON RRUS-4449 B5/B12 -DIMENSIONS (H x W x D): 14.96" x 13.19" x 10.43' (INCLUDES SUNSHIELD) -WEIGHT: 73 LBS -CLIMATE: IP65. -40'C TO +5VC -48 VDC 3 WIRE (2 DC POWER PORTS OF 20A) -320W OF TOTAL POWER NOTE: RRUS CAN ONE• ,.� PAINTED ON SOLAR SHIELD. #PH n RRUS 4449 135/B72 DETAIL 5-3 6CALE: N.T.6. ERICSSON B14 4478 -DIMENSIONS (H x W x D): 16.5' x 13.4' x 7.7" (INCLUDES SUNSHIELD) -WEIGHT: 59.9 LBS -CLIMATE: -40'C TO +55'C (SELF CONVECTION SILENT, NO FANS, IP55) -POWER CONSUMPTION: 80 WATTS (TYP.) NOTE, R. CAN 0� o. PAINTED ON SOLAR SHIELD. 2 B14 4478 DETAIL 5-J SCALE: N.TS. INSTALL (1) CONNECT -IT Y PART#UPHK12-12 UNIVERSAL LOW Y PROFILE PLATFORM HANDRAIL KIT P f Y T T T T tT ILI T r P I 56"+ _ F r 4 z 36" t INSTALL (1) CONNECT -IT PART B K PLATFORM KICKER BRACE R INSTALL (1) CONNECT -IT PART IRM1030-3 HEAVY DUTY UNIVERSAL RING MOUNT KIT ERICSSON RRUS-884 B /B66A -DIMENSIONS (H x W x D): 14.96' x 13.19" x 11.1' (INCLUDES SUNSHIELD) -WEIGHT: 75 LBS -CLIMATE: IP65• -40'C TO +55'C -48 VDC 3 WIRE (2 DC POWER PORTS OF 20A) -32OW OF TOTAL POWER WITH 3 CONFIGURATIONS RR�US� CAN Ph PAINTED ON S RRUS 8843 62/666A DETAIL 5-3 SCALE: N.TS. ' @ ORTHO VIEW SIDE VIEW n PROPOSED MOUNT MODIFICATIONS 5-J SCALE: N.TS. RRU Ma -NNA MAST PIPE _NNA SSON RRU SUPPORT KIT F #SXK 1250461/1 APPROVED EQUAL) RRU'S REQUIRING A2 SUPPORT PART #SxK 1091946/1 & /2 APPROVED EQUAL) 1 NOTE: DETAIL IS DIAGRAMMATIC. CONTRACTOR TO INSTALL RRU'S ON RRU MOUNT BEST SUITED FOR ANTENNA CONFIGURATION. BACK VIEW ANTENNA ANTENNA MAST PIPE ERICSSON RRU SUPPORT KIT PART #SKK 1250461/1 (OR APPROVED EQUAL) FOR RRU'S REQUIRING A2 SUPPORT USE PART #SKK 1091946/1 & /2 (OR APPROVED EQUAL) RRU NOTE: DETAIL IS DIAGRAMMATIC. CONTRACTOR TO INSTALL RRU'S ON RRU MOUNT BEST SUITED FOR ANTENNA CONFIGURATION. SECTION A 9 RRU MOUNTING DETAIL SJ 6CALE: N.TS. REV DATE DESCRIPTION A 03/19/19 PRELIMINARY COs REV A' 0 /26/1 DNAL CO. ISSUED REV '0' 1 2 3 4 5 6 7 a 9 DRAWN BY: CHECKED BY: WL FN e) at&t 8501 W SUNRISE BLVD PLANTATION. FL 33322 V CROWN v CASTLE 6420 CONGRESS AVE SUITE 2000 BOCA RATON, FL 33487 PREPARED BY: ®IENGINEERING 2818 CYPRESS RIDGE BLVD. SUITE 110 WESLEY CHAPEL, FL 33544 (813) 994-0365 FL COA /31705 A`VAA\111111//j/ �,.�10ENfE:.FgD * : No 72513 -o ST TE OF ���'%,'�I�NAL E�V•�• AUGIfM6, 2019 MARC P. MAIER, P.E. FL PROFESSIONAL ENGINEER LIG # 72513 SOUTH FLORIDA RIDGE FA #10126636 6425 RUSSAKIS RD FT. PIERCE, FL 34951 MISC. DETAILS SHEET NUMBER S-3 E 0 E n in ri n c 0 N N 6 V U X K a X K yP F O U M U b hI W U C 4 C O O N/ W H G I 3 U 3 U d O N O f E E 0 LLU LL O U ANTENNA POSITION # 1 moll L.� m■ Hatch plate MSL Counties 3 - Hex port Antennas ANTENNA POSITION # 3 LOW HIGH HIGH B C LTE 700/850 1 Patch Tray Per Sector Base Band UNt-i Base Band Untt-2 DUS DUS LTE LTE 8m I" , 'RR B14 4 «tt RRH — First Net F;F Base Band UNt-3 BU SG NR Pmer Plant n ANTENNA ONE LINE DIAGRAM 61 SCALE: N.T.S. ANTENNA POSITION # 4 LOW HIGH HIGH FU I 850 MHz F1 3206 Cab 1 ELECTRICAL SCOPE OF WORK: NO NEW A/C ELECTRICAL UPGRADES ARE PROPOSED. ERICSSON RRU BREAKER REQUIREMENTS ERICSSON RAD10 SRE BR ER TECHNOLOGY RRUS 32 B66 W AMP An (21M) RRUS 32 B30 20 MP WCS (2300) RRUS 32 B2 30 AMP PCS (1900) RRUS 11 25 AMP WROM ME (700 [13121. 850 [BS], 19M (MI 210) (I)PID RRUS12 ♦ A2 25 AMP VATDUS ME ( ass [B51 1900 [TDI. 2100 [B D RRU 4015 B25 25 AMP Ism RRU H26 666 W AMP 2100 RRU 4478 B14 25 AMP 700 RRU 4478 05 25 AMP 850 RRUS U B29 25 AMP 700 RRUS 4449 85/B12 WS AMP 700/850 RRUS 6843 I92/1366 2s30 AMP 1900/2100 RRUS 2203 B5 10 AMP 850 RRUS 2205 046 10 AMP 5 .. 700/850 RRH u LTE — DIGITAL UNIT KEYNOTE LEGEND: 1. —40V DC POWER PLANT. CONTRACTOR TO VERIFY CORRRECT BREAKER SIZE IS INSTALLED FOR EACH RRU PER CHART. 2. (1) RACK MOUNTED RAYCAP DC SURGE PROTECTOR (DC6-48-60—RM). 3. RAYCAP FIBER AND DC DISTRIBUTION UNIT (DC6-48-60-18—BF) TOWER MOUNTED. 4. #8 AWG SHIELDED CONDUCTORS (WR—VGB2ST—BRDA). 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. B. DC CABLE ROUTED TO RRH UNITS. 7. #12 AWG SHIELDED CONDUCTORS (WR—VG122ST—BRDA). n TYPICAL DC RISER DIAGRAM E-7 SCALE: N.T.S. REV DATE DESCRIPTION A 08/19/19 PRELIMINARY CDs REV 'A' 0 8/26/1 FINAL Co. ISSUED REV'0' 1 2 J 4 s 6 7 8 9 DRAWN Em cI1EQKm ar: WL FN at&t 8601 W SUNRISE BLVD PLANTATION, FL 33322 CROWN CCCASTLE 6420 CONGRESS AVE SURE 2000 BOCA, RATON, FL 33487 PREPARED BY: ®IENGINEERING 2818 CYPRESS RIDGE BLVD. SURE 110 WESLEY CHAPEL, FL 33544 (813) 994-0365 FL COA #Ji]OS �•PRC 1 P ,IIMgI,, ���.•��CENSF•,FP * No, 72 3 .--O ATE OF F` AUGIf06, 2019 MARC P. MAIER, P.E. FL PROFESSIONAL ENGINEER UC. # 72513 SOUTH FLORIDA RIDGE FA #10126636 6425 RUSSAKIS RD Fr. PIERCE, FL 34951 SHEET DESCRIPTION RISER DIAGRAM SHEET NUMBER E-1