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HomeMy WebLinkAboutPLANS_ LA ELIDATE DESCRIPTION FP01 A 02/07/18 PRMINARYCDa REV "A• '�' "+ ;.. � I B 03/OS/18 PRELIMINARY CO. REV •B" _ 0 04/04/18 REV 0 CO. ISSUED ( 1 04/16/18 ADDRESS CORRECRON FA# 10070085 I,�il�, ��re�ac; �t 3 RECEIVED __-'° >� 4 SCANNED i� 5 MAY 0 2 ��e1� Ie" BY ro:T 'w1 � 6 at&t } St. Lucie County 4y� 11� ANGLE ROAD ifs 8 Permltt$ �/ m c USA MG PROJECT N0.:02170006-63 yr.LucieCounty, ,.•, FORT PIERCE FL 34945 "'""' $ r DRAWN BY: CHECKED BY: NE DW TENANT UPGRADE: ZnIG. — LTE 3C & MOUNT REPLACEMENT! TEC • I at&t LOCATION MAP APPROVALS DESIGN CRITERIA INDEX OF . 8601 W SUNRISE BLVD n PLANTATION, FL 33322 FLORIDA BUILDING CODE (6TH EDITION) 2017 SHT. DESCRIPTION REV' -+ ---- -i - `- • --- p+\ ANSI -222-G (ALLOWED PER D(DAPTION #5 OF 1609.1.1) NO. NO. ASCEE7 0 DATE VASD = 120 MPH (NOMINAL 3 SECOND GUST) VULT = 155 MPH (ULTIMATE 3 SECOND GUST) T-1 TIRE SHEET PROPERTY OWNER -A a s T e c _ GN-1 GENERAL NOTES, ABBREVIATIONS RISK CATEGORY = II RF ENGINEER DATE EXPOSURE = C Network Solutions DATE IMPORTANCE FACTOR= 1.0 CONSTRUCTION - NATIONAL ELECTRICAL CODE, 2014 EDITION (NFPA 70-2014) ARCHITECTURAL / CIVIL PLANS 6100 BROKEN SOUND PKWY o - FLORIDA FIRE PREVENTION CODE (2015) SUITE �C-1 SITE PLAN BOCA RATION, 6 33467 I apna,ah0 - - SITE LOCATION SITE ACQUISITION DATE - CONTRACTOR TO CONFIRM THAT THE SITE IS COMPLIANT WITH RF WARNING SIGNAGE & EMERGENCY SIGNAGE AS REQUIRED BY ZONING DATE THE FEDERAL GUIDEUNES CONTAINED WITH OET 65 BULLETIN & PREPARED BY: ^I - AS PER AT&T GUIDELINES STRUCTURAL PLANS o NETWORK DATE CONSTRUCTION NOTES S-1 TOWER ELEVATION AND ANTENNA ORIENTATION ®IENGINEERING a - �I - OPERATIONS DALE S-2 MISCELLANEOUS DETAILS 2818 CYPRESS RIDGE BLVD. ,n 1. CONTRACTOR SHALL VERIFY ALL PLANS AND EXISTING SuBE 110 o -- DIMENSIONS AND CONDITIONS ON THE JOB SITE AND SHALL S-3 MISCELLANEOUS DETAILS WESLEY CHAPEL FL 335" - - CONTRACTOR DATE IMMEDIATELY NOTIFY THE ENGINEER IN WRITING OF ANY (813) 994-0365 00 DISCREPANCIES BEFORE PROCEEDING WITH THE WORK OR S-4 MISCELLANEOUS DETAILS FL COA #71705 j -- - ---. -- BE RESPONSIBLE FOR SAME. ANTENNA PLANS H 2. CONTRACTOR SHALL NOTIFY OWNER FOR ACCESS TO SITE AN-1 ANTENNA SCHEDULE 3. THIS PROJECT CONSISTS OF THE INSTALLATION OF: xx%�1444444l711 VICINITY MAP PROJECT SUMMARY _ TOWER EQUIPMENT: AN-2 ANTENNA RISER DIAGRAM \\\pe AN-3 ANTENNA RISER DIAGRAM \ Lva44eaa � f (6) NEW ANTENNAS, (1) NEW RRUS-11, (1) NEW \\ �`" '"'`Q j 00 -- SITE NAME: FP01 f, RRUS-12, (3) NEW RRUS-32, (1) NEW FILTER, (6) `:so.. 4 `/ FA SITE NUMBER: 10070085 - NEW TRIPLEXERS, (4) NEW 1-5/8- COAX, (1) NEW ` .•e a .•ae a' " DC6, (1) NEW FIBER TRUNK, (2) DC CABLES, AND PARCEL/FOUO: 2306-111-0002-000-0 LL euore;, ra. 1Le� MOUNT REPLACEMENT ELECTRICAL PLANS v 9 - GROUND EQUIPMENT: _ = PROPERTY OWNER: CLEOPATRA DUNN E-1 ELECTRICAL AND GROUNDING DIAGRAMS 4 14105 ANGLE ROAD (1) NEW DC6 4 ' FORT PIERCE, FL 34945 4. A CRANE WILL BE NEEDED FOR THE MOUNT INSTALLATION 9 6TA C_ t < s reeve. u o- COUNTY: SAINT LUCIE i �T '• rn JURISDICTION: SAINT LUCIE COUNTY ZONING: CONTACTS h LOCATION J u APPLICANT: TOWER OWNER: &y4 a4&2 `n ` SITE COORDINATES: N 27.4666944' AT&T MOBILITY CORP. AMERICAN TOWER CORPORATION W 80.4652727 8601 W. SUNRISE BLVD. 116 HUNTINGTON AVE. UUUN I y2O1 o - - - - PLANTATION, FL 33322 11TH FLOOR1 o © e y SITE TYPE: LTE 3C & MOUNT REPLACMENT BOSTON, MA 02116 REVIEWED DARRYL J. KROEZE, PE STRUCTURE TYPE: GUYED TOWER FOR COMPLIANCE FISSIONAL ENGINEER OC.#53092 TOWER HEIGHT: 440'-0' AGL ENGINEER: REVIEWER R nATr ANTENNA C.L.HEIGHT: 144'-0" AGL OE i -•f y ED - USA ENGINEERING PLANS AND Pt p } arx® 2818 CYPRESS RIDGE BLVD., SUITE 110 KEPT ON J B OR _ w _ WESLEILCHAPEL, FL 33544 _ _ FpOI - - - - 'o m CONTACT: DARRYL KROEZE, P.E. NO INSPEIDIRE114,WILL BE MADE a ® PHONE: 813-994-0365 FA #I0070085 N DRIVING DIRECTIONS PROJECT REFERENCES PROJECT INFORMATION 1t-i4 ,i2 ANGLE ROAD o IlEPART FROM AT&T OFFICE 8601 W. SUNRISE BLVD., PL ATION, R 33322 FORT PIERCE, FL 34945 0 i 1. THESE PLANS WERE COMPLETED PER PRELIMINARY APPROVED 1. THIS IS AN UNMANNED FACILITY AND WILL BE USED FOR THE TRANSMISSION OF RADIO SIGNALS FOR THE PURPOSE OF 1. Head a U-teet at W er. sl Blvd / SHEET D(SCPoPIION � PROVIDING PUBLIC CELLULAR SERVICE. 2 Make a U-Wm at N Pme ISIorM Rd LTE 3C RFDS IDjj• 1772986 V7.00, DATED 01/OS/18. 3. Use the 2nd from Ne left lane to tum left onto the Florida's Tumplke romp CONTRA OR. SHA E R K ♦. Keep right at from fork end merge onto Florida's Tumpha �^;Lp �.R. S,.4�j� �d6 � 2. AT&T CERTIFIES THAT THIS EQUIPMENT FACILITY WILL BE SERVICED ONLY BY AT&T EMPLOYEES AND SUBCONTRACTORS AND z 5. Merge onto Florida. Tumpike 'YYIGFiI:'P"IJ` THE WORK ASSOCIATED WITH ANY EQUIPMENT CANNOT BE PERFORMED BY HANDICAPPED PERSONS. THIS FACILITY WILL BE m 6. Take edt 152 for FL-70 tovord R Pierce/Okeeahohee TITLE SHEET' w T. continue straight onto R-71} N (signs for R-T0 W/okeschosee/Vara Beaah) ;. AN OJECT TO AW CORRECTIONS "4 FREQUENTED ONLY BY SERVICE PERSONNEL FOR REPAIR PURPOSES ONLY. z B. Tom left onto Omnge Ave i IC1 L1 9. Tam right onto N FIG Rd R Q I �O FIELD INSPECTORS TWAT:y 3. NO POTABLE WATER SUPPLY IS TO BE PROVIDED AT THIS LOCATION. SHEET NUMBER w 10. " IeN onto W Angle Rd ¢ 11. =neion will m on the left q- j 4. NO WASTEWATER WILL BE GENERATED AT THIS LOCATION. j Arrive at 27.0669".-BO.4652722 .lYJ tatty � 3d�jESSARTIN QR0ER-T0: T-1 Yjy - : s 1!{ ems, qt 5. NO SOLID WASTE WILL BE GENERATED AT THIS LOCATION. 4-1 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. 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. I I I 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. 3. UNLESS SHOWN OR NOTED OTHERWISE ON THE CONTRACT DRAWINGS, OR IN THE SPECIFICATIONS, THE FOLLOWING NOTES SHALL APPLY TO THE MATERIALS LISTED 7. ALL CONNECTIONS NOT FULLY DETAILED ON THESE PLANS SHALL BE DETAILED BY HEREIN, AND TO THE PROCEDURES TO BE USED ON THIS PROJECT. THE STEEL FABRICATOR IN ACCORDANCE WITH A.I.S.C. SPECIFICATIONS. 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 SITEBYTHE 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. B. 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. 3. WELDING SHALL BE IN ACCORDANCE WITH THE AMERICAN WELDING SOCIETY (AWS) D.1.1/D7.1M:2010. STRUCTURAL WELDING CODE -STEEL WELD ELECTRODES SHALL BE E7OXX. 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 METALLICS. 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. 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 IWO 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. 5. THOROUGHLY REMOVE ALL PAINT AND CLEAN ALL DIRT FROM SURFACES REQUIRING GROUND CONNECTIONS. 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! I I 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. THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT �PP� ,MAY BU NECESSARY. IN ORDER TO COMPLY UV17H-.tLLARkICA:CODES NA 11 WN 1141,§06m, REV DATE DESCRIPTION A 02/07/18 PREUMINARY CDs REV B 03/05/18 PREUMINARY CDs REV 'B' 0 N/04/18 REV 0 CDs ISSUED 1 01/16/18 ADDRESS CORRECTION 2 3 4 5 6 7 8 USA ENO PROJECT NO.:02170006-63 DRAWN BY: CHECKED BY: ME DW at&t 8601 W SUNRISE BLVD PLANTATION, FL 33322 -AasTec Network Solutions 6100 BROKEN SOUND PKWY SUITE 6 BOCA RATON, FL 33487 PREPARED BY: GIUSA 2818 CYPRESS RIDGE BLVD. SURE 110 WESLEY CHAPEL, FL 33544 (813) 994-0365 EL con #31705 1. CONTRACTOR TO FILL ANY EXISTING GRAVEL AREAS THAT ARE DISTURBED DURING THE COURSE OF CONSTRUCTION, GRAVEL TO MATCH EXISTING. 2. THE CCONTRACTOR 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 AND BEST MANAGEMENT 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 QUANTITY OF RRU'S. [THE CONTRACTOR MUST FIEID VERIFY ALL SUREMENTS AND FIELD CONDRIONS PRIOR THE COMMENCEMENT OF CONSTRUCTION. ONE CALL - DIAL 811 CALL 3 WORKING DAYS BEFORE YOU DIG 1-800-638-4097 x x x x- F O I` EXISTING DOUBLE WIDE ACCESS GATE (TYP) / THESE PLANS AND ALL PROPOSED WOF a > ARE SUBJECT TO ANY CORRECTIONS i EXISTINGREQUII/REpPD;: BY.FIELDINSPECTORS THAT _ HFRAME �x % 'k"v " JAY�.Bf� NECESCARY IN ORDERTO eTq C®"�PLY;_�YP[�1 n� L rs�I'LICA�.'�'CdDIaS.' EXISTING ATC GENERATOR ON i CONCRETE PAD REV DAIS DESCRIPTION A 02/07/18 PRELIMINARY CDs REV -A' B 0/05/18 PREUMINARY CO. REV IS' 0 04/04/18 REV 0 CO. ISSUED 1 04/16/18 ADDRESS CORRECTION 2 3 4 5 6 7 e USA ENG PROTECT NO.:02170006-63 DRAWN BY: CHECKED BY: ME DW at&t 8601 W SUNRISE BLVD PLANTATION, FL 33322 •:.IasTec Network Solutions 6100 BROKEN SOUND PKWY (1) PROPOSED RAYCAP DC12-48-60-RM TO BE x SURE 6 BOCA RATON, FL 33487 INSTALLED WITHIN THE AT&T EQUIPMENT SHELTER PER PRE -APPROVED LOCATION BY AT&T EQUIPMENT i / ENGINEERS / PREPARED BY: EXISTING ATC EQUIPMENT SHELTER USA ® ENGINEERING /r 2818 CYPRESS RIDGE BLVD. BURS 110 11 WESLEY CHAPEL. R 3354 3O 4-0365 FL GOA0.31705 STING AT&T I EQUIPIMENT SHELTER n \\\\\MIR EXISTING TOWER GUYED TOWER [-• •• �j > I O�."�\CE/lfs� • a • EXISTING WAVEGUIDE BRIDGE (TYP) I PROPOSED AT&T CABLES ROUTED ALONG EXISTING WAVEGUIDE BRIDGE (4 1-5/8• COAX, 1 FIBER AND 2 DC CABLES, t200' EACH) I ' - O'��\s ``` ,O�(i M i DARRYL J. KROEZE, PE FL PROFESSIONAL ENGINEER UC. # 53092 GRAVEL COMPOUND Fpoi- — - - xT\x :—x—x—x—x x—x xJ FA #10070085 EXISTING CHAIN LINK FENCE - 14101-ANGLE ROAD F L E �'C_ Ff SITE PLAN SHEET NUMBER SITE PLAN \�tV SCALE: ,'=10' C-1 NOTES: 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 CA13LES 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 TIA—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 INSTALLED ON THE TOWER TO ACCOMMODATE THE QUANTITY OF RRU'S. THE CONTRACTOR MUST FIELD VERIFY ALL MEASUREMENTS AND FIELD CONDITIONS PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. MOTES: 1. REFER TO CURRENT RFDS FOR ADDITIONAL INFO. 2. ADJUST ANTENNA MOUNTS AS REQUIRED TO ACHIEVE THE AZIMUTH SPECIFIED AND LIMIT RF SHADOWING 3. UNLESS NOTED OTHERWISE THE CONTRACTOR MUST PROVIDE ALL MATERIAL NECESSARY. 4. CONTRACTOR TO RETURN ALL EXISTING ANTENNAS BEING REMOVED TO AT&T. CL EXISTING OM IN ANTENNA ELEV = 3448.-0" AGL EXISTING GUY WIR E $ I ELEV, 3420 —0" AGL EXISTING GUY WIRE$ ELEV, 3350'-0" AGL EXISTING SIDE MARKERS$ ELEV, i325'-0" AGL EXISTING GUY WIRE ELEV= t280'-0" AGL EXISTING SIDE MARKERS$ ELEV, 3219'-0" AGL EXISTING GUY WIRE$ ELEV, t210'-0" AGL CE OF PROPOSED AT&T ANTENNAS /` ELEV. = 144'-0- AGL \ EXISTING GUY WIRE$ ELEV, t140'-0" AGL EXISTING SIDE MARKERS$ ELEV.= 3113'-0" AGL PROPOSED AT&T CABLES ROUTED UP THE TOWER PER STRUCTURAL ANALYSIS. EXISTING GUYED TOWER ELEV, ±70'—O" AGL (1) PROPOSED RAYCAP DC12-48-60—RM TO BE INSTALLED WITHIN THE AT&T EQUIPMENT SHELTER PER PRE —APPROVED LOCATION BY AT&T EQUIPMENT ENGINEERS EXISTING AT&T EQUIPMENT SHELTER TOWER ELEVATION 5-7 SCALE: N.T.S. 134 EXISTING RAYCAP SURGE I� PROTECTION BOX MODEL BOX #DC6-4g-60-18—BF TO BE RELOCATED TO NEW MOUNT ,. (1 TOTAL) SECTOR 2 (BETA) AZ. = 90' AGL ( EXISTING RRUS-11 AND RRUS-12 RANTENNA RELOCATEDI POSITION TONEW MOUTO MOUNT BE (2 RRU PER SECTOR, 4 TOTAL) Bt EXISTING ANTENNA IN POSITION #1 & #4 TO BE REPLACED (2 PER SECTOR, 4 TOTAL) THESE PLANS AND ALL PROPOSED WORK EXISTING MOUNT TO BE REPLACED (1 PER SECTOR, 2 TOTAL) ARE SUBJECT TO ANY CORRECTIONS .REQUIRED BY FIELD INSPECTORS THATN. MAY. BC NECESOARYIN ORDER TO. 0" PLY difPYW n I; fi►�i IC�1 LODES, NOTE: REFER TO CURRENT RFDS FOR ADDITIONAL INFO. EXISTING ANTENNA CONFIGURATION DETAIL SCALE: N.T.S. NOTE: USA ENGINEERING HAS NOT BEEN PROVIDED WITH OR COMPLETED A MOUNT ANALYSIS ON THE PROPOSED MOUNT. a 97 A2 INSTALL EXISTING RAYCAP SURGE PROTECTION BOX MODEL #DC6-48-60-18-8F ON NEW MOUNT (1 TOTAL) 8 INSTALL PROPOSED RRUS-11 & JO RRUS-12 ON NEW BACK TO BACK G1 RRU MOUNT IN GAMMA POSITION #1 (GAMMA SECTOR, 2 TOTAL- - INSTALL PROPOSED V—FRAME (SEE SHEET S-3 FOR I (1 PER SECTOR, 3 C NOTE: ANTENNAS WILL BE OFF AIR FOR 4-7 DAYS DURING ANTENNA MOUNT INSTALLATION INSTALL PROPOSED RRUS-32 ON NEW BACK TO BACK RRU MOUNT IN POSITION #4 (1 RRU PER SECTOR, 3 TOTAL) 15 I AZ. = 90' INSTALL PROPOSED RAYCAP SURGE PROTECTION BOX MODEL #DC6-48-60-18—BC ON NEW MOUNT (1 TOTAL) INSTALL PROPOSED TRIPLEXERS IN POSITION #1 (2 PER SECTOR, 6 TOTAL) INSTALL PROPOSED ANTENNAS IN POSITION #1 & #4 (2 PER SECTOR, 6 TOTAL) — INSTALL EXISTING RRUS-11 & RRUS-12 ON NEW BACK TO BACK RRU MOUNT IN ALPHA & BETA POSITION #1 ON NEW MOUNT (2 RRU PER SECTOR, 4 TOTAL) INSTALL PROPOSED FILTER POSITION #4 (GAMMA SECTOR, 1 TOTAL) S-7 SCALE: N.T.S. PROPOSED ANTENNA CONFIGURATION DETAIL REV DATE I DESCRIPTION COs REV -A- LIMINARY CDs REV -B- 0 CDs ISSUEDRESS CORRECTION EMINARY USA ENG PROJECT NO.:02170006-63 DRAWN BY: CHECKED BY: ME DW 10 at&t 8601 W SUNRISE BLVD PLANTATION, FL 33322 -AasTec Network Solutions 6100 BROKEN SOUND PKWY SUITE 6 BOCA RATON, FL 33487 PREPARED BY: ®IENGINEERING 2818 CYPRESS RIDCE BLVO. SUITE 110 WESLEY CHAPEL, FL 33544 (813) 994-0365 FL COA #31705 DARRYL J. KRDEZE, PE FL PROFESSIONAL ENGINEER LIC. # 53092 - -FPoi— -- FA #10070085 TOWER ELEVATION AND ANTENNA ORIENTATION SHEET NUMBER S-1 11.85" El S11INHH-1 uom, ERICSSON RRUS 11 -DIMENSIONS (H x W x D): 17.0" x 17.8" x 7.2" (INCLUDES SUNSHIELD) -WEIGHT: 44 LBS -CUMATE: -40'C TO +55'C CONVECTION SILENT, -POWER NOTE: RRUS CAN ONLY PAINTED ON SOLA. _..._—. 3 RRUS-11 DETAIL S2 5CALE: N.I S. I :D rff PROPOSED PIPE MOUNTING BRACKET PROVIDED I �\ W/ ANTENNA. I ANTENNA MAST PIPE' PROPOSED ANTENNA TILT BRACKET PROVIDED W/ ANTENNA AT&T U PI PE PROPOSED PE MOUNTINGD Pt q T,' t ROIMI W/ ANTENfII( f'LA4NS AND AI ARE SUBJECT TO A REQUIRED BY PIEI.D ANTENNA MOUNTING DETAft ,AAYBENECESU.9 ERICSSON RRUS 12 -DIMENSIONS (H x W x D): 18.2" x 17.8" x 6" (WITHOUT SOLAR SHIELD) 20.4" x 18.5" x 7.5" (INCLUDES SUNSHIELD, HANDLE, AND FEET) -WEIGHT: 50 L13S (B2 AND B4), 58 LBS (B5) -HEAT DISSIPATION: 530W (B2), 540W (B4), 48OW (B5) -CLIMATE: -40'F TO +131'F 90 EROR NOTE: RRUS CAN ONLY BE PAINTED ON SOLAR SHIELD. 4 RRUS-12 DETAIL S2 SCALE: N.TS. ERICSSON RRUS 32 —DIMENSIONS (H x W x D): 27.2" x 12.1" x 7.0" (INCLUDES SUNSHIELD) -WEIGHT: 60 LEIS -WCS A+B BLOCKS: TX = 2350-2360 MHz RX = 2305-2315 MHz -CPRI 2 PORTS x 10 GBPS NOTE: R S RCAN ONLY BE PAINTED ON SOLAR SHIELD. RRUS-32 DETAIL \/ SCALE: N.T.S. 0 RRU PROPOSED RRU TOn< )LIED: ANTENNA ERICSSON RRU SUPPORT KIT PART #SXK 109 1946/1 AND #SXK 109 1946/2 (OR APPROVED EQUAL) RRU 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 #SXK 109 1946/1 AND #SXK 109 1946/2 (OR APPROVED EQUAL) RRU NOTE: DETAIL IS DIAGRAMMATIC. CONTRACTOR TO INSTALL RRU'S ON RRU MOUNT BEST SUM FOR ANTENNA CONFIGURATION. SECTION A 6 RRU MOUNTING DETAIL S2 SCALE: N.T.S. REV DATE DESCRIPTION A 02/07/18 PRELIMINARY COs REV 'A' B 03/05/18 PRELIMINARY CDs REV 'B' 0 04/04/18 REV 0 CDs ISSUED 1 04/16/18 ADDRESS CORRECTKIN 2 3 a 5 6 8 USA ENG PROTECT NO.:02170006-63 DRAWN BY: CHECKED BY: ME DYI at&t 8601 W SUNRISE BLVD PLANTATION, FL 33322 •:.IasTec Network Solutions 6100 BROKEN SOUND PKWY SUITE 6 BOCA RATON, FL 33487 PREPARED BY: ®IENGINEERING 2818 CYPRESS RIDGE BLVD. SURE 110 WESLEY CHAPEL. FL 3354a (813) 994-0365 ` FL COA #31705 DARRYL J. KRDEZE, PE FL PROFESSIONAL ENGINEER LIC. if 53092 FPoi- - - -- FA #10070085 14101 ANGLE ROAD MISC. DETAILS SHEET NUMBER S-2 TIEBACK ANGLE RANGE: ±16 VERTICAL ±26 HORIZONTAL WCS FILTER - DOUBLE UNIT 2 KFTDR00110030 S-3 SCALE: N.T.S. TOWER LEG PIVOTING OPTIONS' STRAIGHT TOWER SECTION TAPERED 1'-9" IN 20' SLOPE TAPERED 2' IN 20' SLOPE ANTENNA MOUNT PIPE (2-7/8.0 SCHD 40 GALV) SOLD SEPARATELY (1YP.) NOTE: PROPOSED MOUNT MAY BE REPLACED WITH AN EQUIVALENT AT&T APPROVED HEAVY 10 MOUNT, BUT MUST BE APPROVED BY THE ENGINEER OF RECORD PRIOR TO INSTALLATION SABRE - C10857001 C S-3 SCALE: N.TS. xTYPEm� m e o F .1 ESE PLANS AND ALL PROPOSED WORK `:, ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT � i'lAY.BI NECESSARY IRS-ORCERTO 3 ON'RY-WIT „ LE-` I ICsa OdDEk` 11Y-_ 1� fq �L-9- --I 116 &NOCOFdBMR W J— ❑ 11214.X41 4`.,iY���-.'H OIP.P071 � o N ONAq TNHADANGIF I'MECTION a6I1,T911 ` OCSWIICH� ', 9L1.L+ �EARTHSTID DLY7-16RFT[4J n KAELUS DBCO02OFIV51-1 tV SCALE: N.T.S REV DATE DESCRIPTION A 02/07/18 PRELIMINARY CDs REV A- B W/05/18 PREUMINARY CDs REV -B- 0 04/04/18 REV 0 CDs ISSUED t 04/16/18 ADDRESS CORRECTION 2 3 4 5 6 T B USA MG PROJECT NO.:02170006-63 DRAWN W. CHECKED BY: ME DW a t & t 8601 W SUNRISE BLVD PLANTATION, FL 33322 .-MasTec Network Solutions 6100 BROKEN SOUND PKWY SUITE 6 BOCA RATON, FL 33487 PREPARED BY: ®IENGINEERING 2818 CYPRESS RIDGE BLVD. SURE 110 WESLEY CHAPEL, FL 335" (813) 994-0365 L FL COA #31705 DARRYL J. KROEZE, PE FL PROFESSIONAL ENGINEER UC. # 53092 FPoi- - - - FA #10070085 14101 ANGLE ROAD FORT PIERCE, FL 34945 , SHEET DESCRIPTION MISC. DETAILS SHEET NUMBER S-3 T T T m E I m I I I I I I I I I I I B I I I I I I I I I I MISCELLANEOUS MATERIALS SCHEDULE DESCRIPTION MODEL NUMBER QUANTITY SNAP -IN HANGER TH496-DC114 200 HANGER ADAPTER GROMMET CX608-HAO711 200 HOISTING GRIP CX051-HG38PL 1 HOISTING GRP CX06-HC12PL 2 GROUNDING KIT - - —19.00 ►i 3.48 a �. A FIBER OR DC BUNDLE — i A 1.25 SNAP IN HANGER ROSENBERGER PART NO. p TH496-DC114 OR EQUIVALENT • • `6 HANGER ADAPTER GROMMET — ® ROSENBERGER PART NO. 0.50 CX608-FVMO OR EQUIVALENT •15.40� pBTA1LA 1.25 NOTES 1. UNIT SHALL BE INSTALLED AS PER MANUFACTURER'S RECOMMENDATIONS. 2. CONTRACTOR SHALL TIGHTEN ALL BOLTS TO A "SNUG TIGHT- CONDITION AS DEFINED BY AISC. DC12-48-60-RM DETAIL 5-4 SCALE: N.T.S. 10.24" DOME SECURING BAND RAYCAP SUPPLIED POLE MOUNTING BRACKETS RAYCAP BASE FIBER AND POWER CABLE INGRESS PORTS CABLE TIE BAR NOTES: 1. UNIT SHALL BE MOUNTED AS PER MANUFACTURER'S RECOMMENDATIONS. 2. CONTRACTOR SHALL TIGHTEN ALL BOLTS TO A 'SNUG TIGHT- CONDITION AS DEFINED BY AISC. 3. CONTRACTOR SHALL INSTALL RAYCAP DISTRIBUTION UNIT WITHIN 15 FEET FROM ALL RRH'S. DC6-48-60-18-8C MOUNT DETAIL `S4J SCALE: N.T.S. nni IDI C rl AND NOTES: 1. REFER TO JSA DOCUMENTS FOR DACT CABLE NUMBER AND MANUFACTURER SPECIFICATIONS FOR PROPER GROMMETS AND HANGER TO SUPPORT THE FIBER AND DC CABLE BUNDLES. 2. REFER TO STRUCTURAL ANALYSIS FOR EXACT CABLE ROUTING AND MOUNTING CONFIGURATION. I I FIBER BUNDLE HANGER ADAPTER GROMMET - ROSENBERGER PART NO. CX608-NA0711 OR EQUIVALENT SNAP IN HANGER ROSENBERGER PART NO. TH496-DC114 OR EQUIVALENT SNAP IN HANGER ME. POWER HANGER ADAPTER GROMMET DETAILS : N.TS. MISCELLANEOUS MATERIALS SCHEDULE DESCRIPTION CONNECT -IT NUMBER QUANTITYMODEL 1-5/8' COAX SUPPORT BLOCK -DOUBLE RUN (10 PACK) CS9158 - 1-5/8' SNAP -IN HANGER (10 PACK) 158SH 27 1-5/8' SUP ON HOISTING GRIPS GRIP158 4 1-5/8' LACE UP HOISTING GRIPS SGPJP158 - NOTES: 1. REFER TO JSA DOCUMENTS FOR EXACT CABLE NUMBER AND MANUFACTURER SPECIFICATIONS FOR PROPER GROMMETS AND HANGER TO SUPPORT THE COAX CABLES. 2. REAR TO STRUCTURAL ANALYSIS FOR EXACT CABLE ROUTING AND MOUNTING CONFIGURATION. COAXML CABLE SNAP IN HANGER SEE MISCELLANEOUS MATERIALS SCHEDULE FOR PART I'S OR EQUIVALENT ROUBLE RUN SEE MISCEUANEOUS MATERIALS SUPPORT BPAID FOR PART jS OR SCHEDULE FOR THESE PLANS ANE ALL PROPOSED WORK EQUIVALENT °ARE SUBJECT T ANY CORRECTIONS ° O SNAP IN NANGER REQUIRED 6Y PIE D INSPECTORS THAT `I -MAY 9 U P EQ EE EMMAN 0 R D E P1 TO j CO"APLYb`VITW?� ���l,ICA���d�E�:` SUPPORT BLOCK - DOUBLE RUN 4 COAX HANGER ADAPTER GROMMET DETAILS 5< SCALE: N.TS. REV DATE DESCRIPTION A U/07/18 PREUMINMY CDs REV -A- B 03/05/18 PREUMINARY CDs REV 'B' 0 04/M/18 REV 0 CDs ISSUED 1 04/16/18 ADDRESS CORRECTION 2 3 4 5 6 7 e USA ENG PRWI NO.:02170006-63 DRAWN BY: CHECKED BY: ME DW at&t 8601 W SUNRISE BLVD PLANTATION, FL 33322 •:, asTec Network Solutions 6100 BROKEN SOUND PKWY SURE 6 BOCA RATON, FL 33487 PREPARED BY: ® ENGINEERING 2818 CYPRESS RIDGE BLVD. SUITE 110 WESLEY CHAPEL, FL 33544 (813) 994-0365 FL COA 031705 i N /� & : .R t A. 19 DARRYL J. KRDEZE: PE FL PROFESSIONAL ENGINEER LIC. # 53092 FPoz- - FA #10070085 MISC. DETAILS SHEET NUMBER S-4 DC / FIBER DEMARCATION BOX RAYCAP DC FIBER DEMARCATION BOTI CAWES NOTES MOUNTWG FREIGHT MODEL qIY MODEL Sin QIY IFN'RNPER LINE 14P-D° DC84&fiD18-BF 1 ROSEIBERGER 18 PAIRfR#RiRUNK 3$ 2 W-W 144-P 0[648-C61ABC 1 fi) 8AWGTINNEDCOPPERCONDUCTORS VI° / 2004f ANTENNA AND COAX SCHEDULE J P ANTENNAS CABLES I RRII I A2 I DIPIDI8VFRID1EXER TMA/FATER RAD ANTENNA APPROAMATE OOWNIRT TEN COIDR M0D TINS GRIND SECTOR A2 IQW) ANIENNA5PEC5 mom5� lErrl ME CODE MODEL (DTY) (OTT) MODEL 101Y) (OTY) MODEL OENiEfl MARE mom EFC MEIN AIPHA(AU 320' SBNNKIOHSC 1 IF9598'4W=11.t6'xD=].1' - - L)F7-SD 1-5/9, 2 ffi-P 1RED - - - 78COB2lFIVBI-1 2 - - - ROSET4BERGER FIBER JUNIPER (DOS ro RRU) 3/8' 2 IS'-P IUD RRUS11 1 - - - - - - 114X�F ROSENBERGERSINGIEPAIR DCUBLE (DOB TO RRU) 71W 2 IT-W IUD RRU-22 1 - - - - - - I/TCOMJUAPER(RRUTOANTENNA) V7 2 W-m IUD VY DOA%IUNPSR RRUTOTRIPMERTOANTETINA) 1/i 4 6d IUD - - - 2RED AIPNA A2 AIPNA A3 - 32P 144'-0' SBNWPID85C 1 Ik9i98'a WIf.BS'4 W].1' - - LDF7-SD - I.Vir t41V� 3REDALPKA(M) 4RED - - - - - - ROSENBO FIBERJUMPER(DC6ro RRJ) 3/Jr 4RED RRLI5-32 1 - - - - ROSENBERGERSWGIEPAGLDCGBIEIDEBroRRU) 7/16' !TIED - - - - - - - - I/i"COAKNMPERBtRUroANRNNAI V1' !TIED BETA(B1) BP 1",0' ANDREW SBNIBFID85C I N6596x W=1185'aR7.1' - - LDF7-50 1.5/B' 2 2WC' I RUE - - - TBCW20FIVS41 2 - - - ROSENBERGERFIBERJMPER(M-PORRU) 3/9' 2 IS'-D IBLUE RRUS-11 I - - - - - ROSMURDERSINGIE PAIR DC CABIE(DOSTO RRU) 7/16" 2 15d SKIVE flRUS.12 1 - - - - - - I/2'COAKJULPER(RRUTOANTENNA) 1/2' 2 W-V IBM 1/2'COAKJUNPER (RRUroTRIPLIXERIDANIENNA) 11r 4 64r IBWE - 2 BLUE BETA(B2) - - - - 381UE - - - - BETA(03 BETA(M) 9O ED• - 144'-0' - ANDREW - SBNIDFIOBSC - 1 - NS5.98'a WD85'a W7.1' - - LDF7-SO 1-5/8' 2 =0 4BWE ROSENBERGEA BBERIUMPER(OC6ro NLII) 3/4' 1 IT-W 4BWE RRUS.m 1 - - - - ROSENBERfiFRSWGIEPAOIDCCABIi (DC6ro MlI)) 71W 1 16V• 4BLUE - - - - - - - I/2'COAKNMPER(RRUroANTENNA) Vr 4 IO-W 4BWE - - GAMMA(GI) 1BI1' 144-w ANDREW SBNI01-U)BSC 1 "SsW.W=1LSS,.D=7.1' - - UWV-50 I-S$ 2 M.O. 1GREEN - - _ 7BCID7DFNss1-1 I - - _ ROSFNBFRGEi EBERNMPER(DC6ro RRII) VW 2 15•� 1GREEN RRUS-11 1 - - - - - - ROSENBER<iERYNGIE PAUIDC CABIE (Dcbro RLIJ) 7/16' 2 TS'-0' IGRFEN RRUS.0 1 - - - - - - 1/TCOA%NMPERIRM1roANTENNA) 1/2' 2 WO IGREEN COAKJUMPEL RI61TOMPLEGRro ANTENNA 4 6-0" 1GREEN - - _ 2GREEN - GAMMA Q - - - - 3GREEN - - - - - GAMMA(m) GAMMA(G4) LW- 19R 149W ANDREW - 50N 1D8K - 1 - LF-Bi96'x W=11B5'a W].1' - - LDF7-SO 1-5/C 2 2D0-V 4GREEN ROSENBERGOiRBEFUUMPER(O IFORRUI 3/S 1 ]S'-0" 4GREEN RRUSII KFIat0OlI0(00 1 ROSENBERGFRYNGlEPA1ROCGBIE IOC6101IXU) 71W 1 ISd' 4GUEN I/PCOAKIUMPER(RRUTOFRTERMANTENNA) Vr 8 6'-O' 4GREEN -AN NAANDCOMINFORM MONPROVIDMFROMTRELUWffDSVLOODATED01/DS/1A TDTAL7/8'COAR(ACIIVE) TOTAL 9 0 roTAI 6 0 TOI11l 1 TOTAL7/0'COAI((INACDVEI " •CONTfl MR70VMIF RFINFOWRHNENTPRIORTOCON57RUL110N. =ALI-S/8'COAIIACIIV 12 24W-W •COAKIENGOISAUMPROXIMATEAN069ATBEVEWFIEDPMORTDCONSRIUCFION. TOTALf-B/8'COAXDNACIWE - - •ALLCOAK SHALL BECOLOR OODEDATTOPAN BOROMIUMPER AND ATTOP OFTOWM TOFALRBERIUNIM 9 Iv4r BOTTOMOFTOWER, AND INSIDESHELTERON MAIN DOAK. TGfALOCNMPFIt 9 1 L4r •EACH MAIN COAKSNALLHAVECORROSION PROOF-IDTAGS' INSTALLED INSIDETM SHELTER TOTAL I/2' JUMPERS 34 Z60� ATWEPORTANDATTUANTENNA. AI V1b' REfCABLE, Tf °r P'� .ES v • 1+ nc t LAITS AND ALL PROPOSED WORD ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT 311, NEC1:8S.zRY IN. onDER TO = Cfl"P(�"t;6I�1i�ALI; E�WILICe� ANTENNA 81 COAX SCHEDULE N- SCALE: N.T.S. KEY DATE DESCRIPTION A 02/07/18 PREUMINARY CDs REV •A- B G3/05/18 PREUMINARY CDs REV -B• 0 0,/04/18 REV 0 CDs ISSUED 1 04/16/18 ADDRESS CORRECDON 2 3 4 5 6 8 USA END PROJECT NO.:02170006-63 DRAWN BY: CHECKED BY: ME DIN at&t 8601 W SUNRISE BLVD PLANTATION. FL 33322 :.IasTec Network Solutions 6100 BROKEN SOUND PKWY SUITE 6 BOLA RATON, FL 33487 PREPARED BY: GIUSA 2818 CYPRESS RIDGE BLVD. SURE 110 WESLEY CHAPEL, FL 33544 (813) 994-0365 R GOA #31705 *I// /V7--tc DARRYL J. KROEZE, PE FL PROFESSIONAL ENGINEER LTC. 053092 FPoi FA #10070085 14101 ANGLE ROAD S EET DESCRIPTION ANTENNA SCHEDULE AN-1 a ANTENHA POSITION # 1 LW 10'14 vr-M! X'I x x x x x.°x:4x x x' x 'jx I Xt�x. KllXix }( -----EMI-- AMENNA POSITION # 4 tam, "3FI75, TBTie, K..x�Y. X % x YX, x x, X X 1 x :x l`x fxiX x'9Y Y �x RIM -%I= RM vPCS. L THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT MANY CORRECTIONS + REQUIRED BY FIELD INSPECTORS THAT MY BE NECESSARY IN 0 R D E R TO C0PLY6' IT niLAAIC4�L-%CODES.' ' Il�I=Arwtw ----------- --- -- - - _—_ I-------- HaUh ANTENNA RISER DIAGRAM N• SCALE: N.T.S. REV GATE DESCRIPTION A 02/07/18 PRELIMINARY CDs REV 'A' 8 03/05/18 PREIJMINARI• CDs REV 'B' 0 04/04/18 REV 0 CDs ISSUED 1 04/16/18 ADDRESS CORRECTION 2 3 4 5 6 7 6 USA ENG PROJECT NO.:02170006-63 DRAWN BY: CHECKED BY: ME DW 1 at&t 8601 W SUNRISE BLVD PLANTATION, FL 33322 -AasTec Network Solutions 6100 BROKEN SOUND PKWY SURE 6 BOCA RATON, FL 33487 PREPARED BY: USA 2818 C(PRESS RIDGE BLVD. SURE 110 WESLEY CHAPEL, FL 33544 (813) 994-0365 FL COA #31705 V\DENS DARRYL J. PROM, PE FL PROFESSIONAL ENGINEER RC. M 53092 1Po FA #10070OS5 14101 ANGLE ROAD FORT PIERCE FL 34945 / ANTENNA RISER DIAGRAM SHEET NUMBER AN-2 ANTENNA POSITION # 1 um *0GH NHIfi'. x X X X X X THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT i3tiAYBCNECESSMRYIN.ORDERTO `? L®P�P6Y�Y�tH�LAPPLI=; XCODES." AffTENNAPOSM0N#4--`"- ,._. ,N1JF VJH N1Hi x x -----Hatch — — — — — — — ttrxBT>:r}cd`6 ANTENNA RISER DIAGRAM 114 N- SCALE: N.T.S. fiRH -WC8 F E `� FY L " C01 �:!=.SFESiOT REV DATE DESCRIPDON A 02/07/131 PRELIMINARY CDs RLV -A' B 03/05/18 PRELIMINARY CDs REV 'B' 0 04/04/18 REV 0 CDs ISSUED 1 04/16/18 ADDRESS CORRECDON 2 3 4 5 6 7 B USA ENG PROJECT N0.:02170006-63 DRAWN BV: CHECKED M. ME DW at&t 8601 W SUNRISE BLVD PLANTATION, FL 33322 •--MasTec Network Solutions 6100 BROKEN SOUND PKWY SUITE 6 BOCA RATON, FL 33487 PREPARED BY: ®IENGINEERING 2818 CYPRESS RIDGE BLVD. SURE 110 WESLEY CHAPEL, FL 33544 (813) 994-0365 � me A11705 4 2 5 3 6 ---- ---- — PCS RRH ---- ---- — WCS RRH 7 u — GIT DIGITAL UNIT 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) TOWER MOUNTED. 4. #8 AWG SHIELDED CONDUCTORS (WR-VG82Sr-BRDA). 5. PROVIDE (2) 6-00NDUCTOR Q8 AWG BUNDLES FOR DC POWER FROM RACK MOUNTED RAYCAP SURGE PROTECTION UNIT TO THE RAYCAP FIBER AND DISTRIBUTION UNIT ON TOWER. 6. DC CABLE ROUTED TO RRH UNITS. 7. #12 AWG SHIELDED CONDUCTORS (WR-VG122ST-BRDA). TYPICAL DC RISER DIAGRAM E-1 SCALE: N.T.5. 12 SOUD COPPER TINNED IN NMLT (NON-MErX.UC UOUID-TIGHO (W) KEYNOTE LEGEND: 1. SECTOR GROUND BAR 2. COLLECTOR GROUND BAR. 3. NEW ANTENNA. 4. SINGLE PAIR FIBER & DC POWER. 5. JUMPER CABLE, 1/2' (TYP). 6. PIPE MOUNT. 7, DC POWER & FIBER TO RAYCAP UNIT. B. REMOTE RADIO HEAD (RRH) (IF APPUCABLE). 9. DOB RAYCAP SURGE SUPPRESSOR (IF APPLICABLE). 10. FILTER (IF APPLICABLE) 12 SOLID COPPER TINNED IN NMLT (NON-METALUC LIQUID -TIGHT) (TYP) /2 SOLID COPPER TINNED W NMLT (NON-MErAwc Liam -TIGHT) (TYP) 1. UDUZE 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. 2 ANTENNA GROUNDING SCHEMATIC E-1 SCALE: N.T.S. REV DAZE DESCRIFDON A 02/07/18 PRELIMINARY CDs REV 'A' B 03/05/18 PREUMINARY CDs REV -W 0 04/04/18 REV 0 CO. ISSUED 1 04/16/16 ADDRESS CORRECTION 2 3 4 5 6 7 8 USA MG PROJECT NO.:02170006-63 DRAWN BY: CHECKED BY: ME DW 10 at&t 8601 W SUNRISE BLVD PLANTATION, FL 33322 •:.IasTec Network Solutions 6100 BROKEN SOUND PKWY SURE 6 BOCA RATON, FL 33487 PREPARED BY: ®IENGINEERING 2818 CYPRESS RIDGE BLVD. SURE 110 WESLEY CHAPEL, FL 33544 (813) 994-0365 FL COA #31705 5aO92 11 TE OF DARRYL J. KROEZE, PE FL PROFESSIONAL ENGINEER LIC. # 53092 FPoi FA #10070085 ELECTRICAL AND GROUNDING DIAGRAMS SHEET NUMBER E-1