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Home My WebLink AboutPLANSe ,.� -3a A+ at&tI- O BY St. Lucie County W FT P I E R C E (FA 10080502) 7 CROWN CASTLE BU: 813812 f%I �. 'uiGf;Git RAG, I;Or.T /� p �.. I CPJR .rTi J f � I ; ROAR 7..JEC 8701 ORANGE AVENUE e) �,F I ,� FORT PIERCE, FL 34945T MULTI CARRIER OVERLAY REV DATE DESCRIPTION 0 12/8/17 FOR PERIUT AP% PROJECT NO.: n-01ort01 DRAWN EY: C. ELLO CHECKED BY. M. AB AND IS HE ORAWWO E TY OF THE THE SOLE PROPERLY OF THE OWNER. E S PRODUCED SOLELY FOR USE DR THE OWNER AND 95 AFFIUAIES. O FORBIDDENWOTHE711EWRITE1 AND/OR RTHE BIDDEFORMATION THE WRILDUCTION OR USE CF THIS �MSCANN PERMISSION OF THE OWNER. ap % pN GI N44RING 35UP 3AOW MDE ORNE. SUITE M ulw.uiw. FL 33on CMflGTE OF AUTHORI]ATON 3194E LOCAL MAP PROPERTY SUMMARY PROJECT DESCRIPTION INDEX OF DRAWINGS �� ✓�� r �. . I�1'N- ' 1 I _ - - - . - 2311-320-0000-000-4 PROPERTY OWNER FLORIDA GAS TRANSMISSION CO Z K E ANDREWS AND CO 1900 DALROCK T% 7 ROAD R 5 E - 27.445668' N LONGITUDE 80.412968' W ZONING JURISDICTION ST LUCIE COUNTY TOWER OWNER CROWN CAUSE 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 NO BEFORE PROCEEDING WRITING ANY DISCREPANCIES GTHE WORK OR BE RESPONSIBLE FOR SAME 4. INSTALLATION OF NEW ANTENNA MOUNT (WILL CAUSE THE SITE TO BE OFF -AIR FOR APPROXIMATELY 3 TO 7 DAYS)' 5. THE SCOPE OF WORK CONSISTS OF PROPOSING A WIRELESS INSTALLATION: REMOVAL OF (3) EXISTING RRUS (REMOTE RADIO UNITS) REMOVAL OF (9) EXISTING ANTENNAS REMOVAL OF MOUNTS INSTALLATION OF (9) NEW ANTENNAS INSTALLATION OF (6) NEW RRUS (REMOTE RADIO UNITS) INSTAWATION OF (2) NEW SURGE SUPPRESSORS INSTALLAT ON OF (3) NEW ANTENNA MOUNTS SHT. NO. OESCRIPfION R0 REV. N0. T7 TITLE SHEET 0 at&t 6601 W SUNRISE BOULEVARD PWTATON. FL 333'13 T2 GENERAL NOTES 0 Cl COMPOUND PLAN 0 C2 NAND ANTENNA PLANS C3 DETAILS 0 C SITE LOCATIO _ -- _ _ + _ - C4 DETAILS 0q. -1 ANTENNA SCHEDULE 0 ��O A• P 477 �� .•, H Ae E ,A.Q y�•GN g'�•A• �'�' ` No. 68312 ••• 4 �fn : tv T P r2�Z ,,��tje•' P••G ��, •' •• �� ryA►.• 00o CONSTRUCTION NOTES VICINITY MAP No ELECTRICAL PERMITS ARE REQUIRED. CODE COMPLIANCE ALL WORK AND MATERIALS SHALL BE PERFORMED AND INSTALLED IN ACCORDANCE WITH THE CURRENT EDITIONS OF)5'REsusjLt;I�� THE FOLLOWING CODES AS ADOPTED BY THE LOCAL GOVERNING AUTHORITIES. NOTHING IN THESE PLANS IS TO BE TO PERMIT WORK NOT CONFORMING TO THESE CODES. 1. FLORIDA BUILDING CODE. 5th EDITION (2014). 2. NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) 70-11, NATIONAL ELECTRICAL CODE, 2011 EDITION. 3. ASCE 7-10. 4. TIA-222-G WITH ADDENDUM I AND 2 APPUCA13LE STANDARDS. 5. UFE SAFETY CODE NFPA-101-2012. 6. FLORIDA FIRE PREVENTION CODE. 5th EDTRON (2014). 7. AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC) 360-10 AND 341-10. 8. UNDERWRITERS LABORATORIES (U.L) APPROVED ELECTRICAL PRODUCTS. 9. LOCAL JURISDICTIONAL REQUIREMENTS.ropcopil 10. CITY/COUNTY ORDINANCES. ^"` \\\vRRRvv"""1s11�1yyyJJJ T @�� i e u,W -LM a .� e ce II •\ } �� 'A p `a ,,, 8 DESIGN CRITERIA .1 h.:� f?!C DESIGN WIND SPEED: 157 MPH (ULTIMATE. 3-SECOND GUST) EXPOSURE 1C22 MPH (NOMINAL, 3-SECOND GUST) RISK CATEGORY: II OPEN STRUCTURE TOANYCOF'.RLC7:0e r c0 BY FIELD �! s ' DALE of GNATORE: 12/B/17 MAY B F F Tao Tq WFTPIERCE 8701 ORANGE AVENUE E FL x945 FT PIERCIL WFA21 Y 1I S RF DESIGN VERIFICATION- .. DESIGN BASED ON RFDS #1772992 REV O.1 DATED O6/2O/17. CONTRACTOR SHALL REQUEST CURRENT RFDS AND CURRENT WORKBOOK FROM MASTEC NETWORK SOLUTIONS CONSTRUCTION MANAGER PRIOR TO CONSTRUCTION ie SITE LOCATION - s e w g o mAI ST. LUCIE COUNTY SHEET NAME TITLE SHEET ISION REVIEWED DATE PLANS AND PER T SHEET NUMBER T1 EP I OF4300 OR RISPEE)Tiefd -V!tt Be MADE I . 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 DESCRIPnCN THE EXACT LOCATION OF ALL EXISTING UNDERGROUND UTILITIES. 0 12/8/171 FCR PERMIT OWNER - AT&T MOBILITY 2. THE INSTALLATION OF NEW UTILITIES SHALL BE COORDINATED WITH LOCAL AUTHORITIES. 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 DRILLING 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 WCRK 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 ONES. i wx PRWN EOTECIY:T ND.: C. BMW 17-0107.101 4. THE CONTRACTOR'S USE OF A CONSTRUCTION STAGING AREA SHALL BE COORDINATED WITH 6. DISTURBANCE TO THE EXISTING SITE DURING CONSTRUCTION SHALL BE MINIMIZED. DRAH THE OWNER WEIN ADVANCE OF THE 7 ANY AREAS OF THE CONSTRUCTION SITE DISTURBED BY THE WORK AND NOT COVERED BY THE TOWER. EQUIPMENT OR DRIVEWAY, CHECKED BY: M. ABBEY CONSTRUCTION START DATE. 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 MEASURES,IF REQUIRED THIS ORAWING IS COPYRIGHTED AND IS COMPLEITON 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 INS SOLE PROPERLY OF THE OWNER IT IS PRODUCED SOLELY FOR USE BY THE SHALL BE FURNISHED AS REQUIRED FOR COMPLETE SYSTEMS, INCLUDING ALL ELEMENTS OBVIOUSLY OR REASONABLY INCIDENTAL TO A 8. THE SUB -GRADE SHALL BE COMPACTED AND BROUGHT TO A UNIFORM GRADE PRIOR TO FINISHED SURFACE APPLICATION. OWNER AND ITS AFFILIATES. COMPLETE INSTALLATION, WHETHER OR NOT SPECIFICALLY INDICATED ON THE PLANS. 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 ME 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 PMUIMION OF THE OWNER. PROCEED. 10. THE CONTRACTOR SHALL RESTORE ALL DISTURBED AREAS TO EQUAL TO OR BETTER CONOITION THAN ORIGINAL 7. THE DRAWINGS ARE DIAGRAMMATIC AND INDICATE THE GENERAL ARRANGEMENT OF SYSTEMS AND EQUIPMENT UNIFSS OTHERWISE INDICATED BY DIMENSIONS OR DETAILS. EXACT EQUIPMENT LOCATIONS MAY BE MODIFIED AS REQUIRED BY ACTUAL FIELD CONDITIONS. IF 11. SITE SIGNAGE SHALL BE PROVIDED IN ACCORDANCE WITH THE TECHNICAL SPECIFICATIONS FOR SUCH SIGNAGE AS MAY BE CONTAINED THE SPECIFIED EQUIPMENT CANNOT BE INSTALLED AS SHOWN ON THESE DRAWINGS, CONTRACTOR SHALL PROPOSE AN ALTERNATIVE IN THESE DRAWINGS. 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, yggg)AL' ; PRIOR TO FINAL ACCEPTANCE OF THE WORK. A ALL STRUCTURAL STEEL WORK SHALL CONFORM TO THE LATEST EDITION OF THE AISC "STEEL CONSTRUCTION MANUAL ENGINEERING GROUP 9. THE CONTRACTOR'S OPERATIONS SHALL BE CONFINED TO AREAS OF NEW CONSTRUCTION. B. ALL STRUCTURAL STEEL WF BEAMS SHALL BE ASTM A992 AND "HOT DIPPED" GALVANIZED IN ACCORDANCE WITH ASTM A123 AND .Taco u MDE ORNF, suite 525 10. ALL NECESSARY PROVISIONS SHALL BE MADE TO PROTECT EXISTING IMPROVEMENTS, LANDSCAPING. PAVING. CURBS. GALVANIZED ASTM A153 STANDARDS. MIS' FL 33027 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 A ORDATION 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 AND A MEMBERS SHALL BE ASTM A500 GRADE B (Fy=46ksi), AND "HOT GIPPED" GALVANIZED IN ACCORDANCE WITH ASTM A123 ASTM A153 STANDARDS. HAZARD FREE, REMOVING ALL WASTE, DEBRIS AND TRASH FROM THE SITE AND DISPOSING OF SAME IN A LEGAL MANNER. . UPON F ALL STRUCTURAL PIPE MEMBERS SHALL BE ASTM A500 GRADE B (Fy=42ksi), AND "HOT DIPPED" GALVANIZED IN ACCORDANCE WITH a COMPLETION, LEAVE THE PREMISES IN A CLEAN CONDITION AND FREE FROM PAINT SPOTS, DUST, OR SMUDGES OF ANY NATURE. ASTM A123 AND ASTM A153 STANDARDS.I��(112. ALL EQUIPMENT' AND MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH THE RESPECTIVE MANUFACTURER'S RECOMMENDATIONSF. ALL NONSTRUCTURAL PIPE MEMBERS SFIALL BE ASTM A53 GRADE B, AND "HOT DIPPED" GALVANIZED IN ACCORDANCE WITH ASTM Q �V4`■` EXCEPT WHERE IT IS SPECIFICALLY INDICATED OTHERWISE IN THE CONTRACT DOCUMENTS OR WHERE LOCAL CODES OR REGULATIONS TAKE PRECEDENCE. A123 AND ASTM A153 STANDARDS. 13. ALL WORK PERFORMED AND MATERIALS INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPUCABLE CODES, REGULATIONS AND 8501 W SUNRISE BCUI 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 Pl AWN. EL.v.T= 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. 3, WELDING- ♦♦♦♦ A 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. ,♦♦ l�,V,,.• • fI/ �i� SOLELY RESPONSIBLE FOR ALL OF THE CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES AND FOR B. ALL WELDS SHALL BE MADE WITH E70XX LOW HYDROGEN ELECTRODES. P �♦�� y♦ G E IV y.COORDINATING ALL PORTIONS EN THE WORK. INCLUDING CONTACT AND COORDINATION WTIN THE CONSTRUCTION MANAGER AND WfTH THEQGG C. ALL STEEL SHALL BE SPRAY GALVANIZED AFTER WELDING.OWNER'S AUTHORIZED REPRESENTATIVE. No. 6831215. 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 TIGHTSENED TO CONy * • ' 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. * • C SYSTEMS SHALL BE COMPLETELY ASSEMBLED, TESTED, ADJUSTED AND DEMONSTRATED TO BE READY FOR OPERATION PRIOR TO THE OWNER'S ACCEPTANCE. 5. ANCHOR BOLTS SHALL CONFORM TO ASTM A307, UNLESS NOTED OTHERWISE 0 ST E : l4, B. THE CONTRACTOR/STEEL FABRICATOR SHALL LOCATE ANY REINFORCEMENT IN THE STRUCTURAL MEMBERS IN SUCH A MANNER SO THAT ,�i� S'• ,� 1•C •'�C%♦♦� THERE WILL NOT BE CONFLICT WITH THE REINFORCEMENT WHEN INSTALLING ANCHORS. THE ANCHORS SHALL BE INSTALLED PER THE �� / (. MANUFACTURER'S INSTRUCTION. ��i A1. ♦♦♦♦ 7. THE CONTRACTOR/STEEL FABRICATOR SHALL CONFORM TO THE MINIMUM EDGE DISTANCE REQUIREMENTS IN ACCORDANCE WITH THE AISC DATE OF IGNATURE- 12/8/17 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. WFTPIERCE 9. THE CONTRACTOR/STEEL-FABRICATOR SHALL CAP CR 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 8701 ORANGE AVENUE CONTRACTORS OPTION, FIELD SPLICES MAY BE USED FOR ERECTION PURPOSES. IF FIELD SPLICES ARE USED, THE SHOP DRAWINGS FT PIERCE. FL 34945 SHALL INCLUDE ALL DETAILS FOR THE PROPOSED FIELD SPLICES. SNEET NAME 11. AT THE CONTRACTOR'S OPTION, SHOP WELDS MAY BE USED INSTEAD OF FIELD WEIRS. GENERAL 12. SUBMIT ORIGINAL SHOP DRAWINGS. INCLUDING COMPLETE DETAILS, SCHEDULES OF FABRICATION AND ASSEMBLY, PROCEDURES, AND NOTES DIAGRAMS. INCLUDE DETAILS OF CUTS, CONNECTIONS, CAMBER, HOLE, AND OTHER PERTINENT DATA INDICATE WELDS BY STANDARD AWS • A2.1 AND A2.4 SYMBOLS, AND SHOW SIZE, LENGTH, AND TYPE CF WELD. PROVIDE SETTING DRAWINGS. TEMPLATES, AND DIRECTIONS FOR SHEET NUMBER INSTALLATION OF ANCHOR BOLTS AND OTHER ANCHORAGES TO BE INSTALLED AS WORK OF OTHERS' SECTIONS. GENERAL NOTES 1 GENERATOR NOTES 3 T2 0 EXISTING MULTIMETER UTILITY FRAME ' x —K -------w A/C EXISTING 6' HIGH \ CHAIN-UNK FENCE \ EXISTING AT&T \ \ i EQUIPMENT SHELTER EXISTING AT&T GPS ANTENNA (TYP_ OF 2) EXISTING AT&T COAX BRIDGE ePROPOSED AT&T CABLES C3 (APPROXIMATE LENGTH 190':0 (SEE NOTE) EXISTING 250't SELF-SUPPORT TOWER al-�----- EXISTING ABANDONED EQUIPMENT ON CONCRETE PAD (TYP. OF B) rz EXISTING GRAVELED AREA J , ! / ! / EXISTING GRAVELED , AREA N4IE ^ram--% CONTRACTOR SHALL REMOVE EXISTING UNUSED COAX AS NEEDED TO CREATE SPACE FOR PROPOSED CABLES. COMPOUND PLAN 12' WIDE ACCESS GATE EXISTING SPRINT TELCO AND METER ON EXISTING CONCRETE POST GRAVELED AREA EXISTING SPRINT DIESEL GENERATOR ON CONCRETE PAD EXISTING HANDHOLE (TYP.) EXISTING TELCO PEDESTAL `.\\\ TYP. OF 2) EXISTING VERI20N WIRELESS DIESEL GENERATOR ON CONCRETE PAD EXISTING SPRINT EQUIPMENT SHELTER A/C I I A/C EXISTING GRAVELED AREA A/C EXISTING VERIZON WIRELESS EQUIPMENT SHELTER A Alizam tT EN GIN EERING GROUP 3W0 ABIDE DW SUITE 835 uIM . FL 33027 CEHIIFlCAI OF AIRHORIAMON 319.E x 8601 8 SUNRISE SDUMMO X P TATION• FL 33322 / ' �%. No. 6331 :C EY �LU vsT OF :2til, i c �P•'�% D q ONAL M1E OF GNATUHE 12/e/17 REA E may. A l! m'm € 8701 ORANGE AVENUE ET PIERCE FL 34945 SHEEP NAME COMPOUND PLAN SHEET NUMBER C1 REV I GATE DESCRIPTION O 12/8/17 FOR PERMIT 1R • TOP OF TOWERh N EL 250't oL' EXISTING AT&T RRU EXISTING VERIZON WIRELESS ANTENNAS / TO BE REMOVED AND EL 247't i REPLACED C". OF 3) EXISTING AT&T RAYCAP FIBER DSTRIBUTION ' UNIT TO BE RELOCATED EXISTING AT&T RRU TO APK PROJECT NO.: 17-0107.101 BE RELOCATED DRAWN BY: C. BE C". OF 3) �'. ��\ CHECKED BY: M. ABBEY ELEV. THIS DRAWING 5 COPYRIGHTED AND IS 146 i THE SOLE PROPERTY OF THER IT OWNER. IS PRODUCED SOLELY FOR USE BY THE OWNER AND ITS AFFILIATES. EXISTING 250't SELF-SUPPORT TOWER ( REPRODUCRON OR USE OF THIS DRAWING - ANO/OR THE INFORMATION CONTAINED IN O IT IS FORBIDDEN WITHOUT THE WRITTEN PERMISSION OF THE OWNER. � \\ \ gam.-yy7 \ EXISTING AT&T ANTENNA Q �j EXISTING 250't \\ TO BE REMOVED AND 'i�� RAID CQIIETt OF E70511NC AND PROPOSED AT&T ANTENNAS TI SELF-SUPPORT TOWER r!_ ,. ,/ REPIAV;ED (1YP OF 9) o NE R 1 Mm NNux G FL 146'f Gloup TOR aWO WMIDE ORNE SURE 525 EXISTING SPRINT ANiENNASh - ulnnuw, EL nonj1OTE- LE � (o� �EXISTING AT&T ANTENNA LER11FlG1E OF AUMORIZATION 31968 REFER TO CURRINT REDS FOR EQUIPMENT iLL33��jj 11 AND R TO BE REMOVED AND REPLACED MOOIIS. MP. OF 3) EXISTING ANTENNA PLAN NMI 3N+. a `&` p "+ PROPOSED AT&T 4p RRU M. OF 6) II03 8601 W SUNRISE BOULEVARD NO >' P AIION. FL ST322 RELOCATED AT&T % C3 RRU (IYP. OF 3) ,��` �V •..EN No. 6831 :C 4! ST F W RELOCATED AT&TRl, C3 DISTRIBUTIONFl UNIT ELEV 4 �� •;° R 10. A.•G2 146't CSS••'•.....••• PROPOSED AT&T RAYCAP �� ONAL FIBER OSTRIBlDION UNIT (TYP. OF 2)(SEE NOTE 1) DATE OF SIGNATURE 12/8/1710 t1 �A PROPOSED AT&T ANTENNA M. OF 9)(SEE NOTE 2) WFTPIERCE EXISTING 250't NOTES: PROPOSED AT&T SELF—SUPPORT' TOWER 8701 ORANGE AVENUE ( ANTENNA MTYP. OF 3) C3 MOUNT( FT PIERCE FL 34945 1. PRIOR TO CONSTRUCTION, CONTRACTOR SHALL ADVISE MASTEC CONSTRUCTION MANAGER SHEET NAME OF THE ESTIMATED SITE DOWN TIME NOES. a2E�loR e ELEVATION AND 2. THIS DRAWING IS INTENDED TO DEPICT THE GENERAL LOCATION AND HEIGHT OF 1. CONTRACTOR SHALL INSTALL RAYCAP /)0• PROPOSED ANTENNAS ON THE EXISTING TOWER. CONSTRUCTION SHALL NOT PROCEEDEED DISR21BlJTION UNIT WITHIN 15 FEET FROM ANTENNA PLANS UNTIL A STRUCTURAL ANALYSIS REPORT HAS BEEN COMPLETED BY A PROFESSIONAL ALL RRH'S. ENGINEER REGISTERED IN THIS STATE, CONCLUDING THAT THE EXISTING TOWER IS STRUCTURALLY ADEQUATE TO RESIST THE EXISTING AND PROPOSED LOADS. 2. REFER TO CURRENT RFDS FOR EQUIPMENT sHEEf NUMBER iI MODELS. C 2 _j ELEVATION D® 1 1 PROPOSED ANTENNA PLAN Nrs 4 — EV--- — REV DATE DESCRIPTION -;t PROPOSED AT&T APPROVED PROPOSED AT&T APPROVED 0 12/8/17FOR PERMIT PROPOSED ANTENNA TILT MOUNTING BRACKET MOUNTING BRACKET BPoACI07T PROVIDED W/ (TYP. OF 2 PER RRU) (TYP. OF 2 PER RRU) ANTENNA PROPOSED PIPE MOUNTING • • BRACKETS PROVI ,' • ANTENNA (TYP.) TIED W/ • • ®® '�� • • "Ikb® APX PROJECT NO.: 17-0107.101 DRAWN BY: C. BELLO CHECKED 815I M. ABBEY U THIS DRAWING IS COPYRIGHTED AND IS PROPOSED AT&T II oo� THE SOLE PROPERTY OF THE OWNER. IT M.) :�^"'�r� - IS PRODUCED SOLELY FOR USE BY THE `d'�'r..✓"� OWNER AND ITS AFFILIATES. REPRODUCTION OR USE OF THIS DRAWING AND/CR THE INFORMATION CONTAINED IN PROPOSED �� 5 ` ,o IT IS FORBIDDEN WITHOUT THE WRITTEN y RELOCATED AT&T PERMISSION OF THE OWNER. MOUNTING PIPE (TYP.) RRU (TYP.) j PROPOSED AT&T _ RRU (TYP.) PMOUNTING ROPOSED Ia ANTENNA (TYP.) MOUENNA NTING PPE (IYP.) e 7!_ MIRpA . R 33027 ENGINEERING GROUP NOTES, NOTES, 3400 UtESIOE ORNE SINE 54 PROPOSED ANTENNA 1. UNIT SHALL BE MOUNTED AS PER 1. UNIT SHALL BE MOUNTED AS PER BRACKET PROVIDED W/ cERnnaTE or AUTxoRlu7wx s19ae ANTENNA MANUFACTURER'S RECOMMENDATIONS. MANUFACTURER'S RECOMMENDATIONS. 2. CONTRACTOR SHALL TIGHTEN ALL BOLTS TO A 2. CONTRACTOR SHALL TIGHTEN ALL BOLTS TO A 'SNUG TIGHT' CONDITION AS DEFINED BY AISC. 'SNUG TIGHT' CONDITION AS DEFINED BY AISC. ANTENNA MOUNTING DETAIL NTS 1 RRU MOUNTING DETAIL NTS 2 RRU MOUNTING DETAIL Nm 3 at&t PROPOSED 2Ti' O.D. MOUNTING EXISTING TOWERPIPE (4'-0' LONG) WITH MEMBER (TYP.) CLAMP /SyyTYpLE CROSSOVER _ - 9601 W SUNMSE 9000NARD PLATE (TYP.) PROPOSED ANTENNA MOUNT 6, Ff Pu APON. n 33322PROPOSED RAYCAP POLE MOUNT (CONNEM12CT-R % 444111 LE BRACICET (PROVIDED BY MANUFACTURER) PROPOSED AT&T RAYCAP FIBER AND OR APPROVED EQUAL) � SURGE PROTECTOR ,,0 A . P DC DISTRIBUTION UNIT W/ INTEGRATED ��V G E fV • y�� • PART 80-18-8C FIBER OR DC �� c ) (TYP.) BUNGLE ;y. • No. 63312 • ENLISTING OR PROPOSED `�•: ANTENNA MOUNT FRAME •: i11P ) �•� PROPOSED FIBER AND DC CABLE ROUTED W FROM EQUIPMENT �.�• ST F : 4!, (2) 367 ROSENBERGER THREE PAIR POWEREl '-� '� •• 1 O P' • �_� CABLES PART# WR-VGSWT-BRD AND �i�siS'O•. ...•�t1Cl,�� (1) W ROSENBERGER 18-PAIR lk% FIBER CABLE PART# FB-L98B-034-75000 MAP. PER SECTOR) DATE OF SIGNATURE: I2/8/17 • �j • PROPOSED FIBER AND DC CABLE RUBBER GROMMET ROUTED TO PROPOSED RRH UNITS (CONNECT-R. OR (1) ROSENBERGER SINGLE PAIR POWER APPROVED EQ CABLE SUPPORT BLOCK WF1'PIERCE CABLES PART# WR-VG82ST-BRDA AND (CONNECr-rr, OR APPROVED EQUAL) CABLE (1) )BERER SINGL035-50FI (TYP. PER RRH) 8701 ORANGE AVENUE FT PIERCE FL 34945 NOTES' SHEET NAME 1. UNIT SHALL BE MOUNTED AS PER MANUFACTURER'S RECOMMENDATIONS. 2. CONTRACTOR SHALL TIGHTEN ALL BOLTS TO A 'SNUG TIGHT' CONDITION AS ICED 27A*0 ANTENNA DETAILS DEFINED BY AISC. MOUNTING PIPE (8'-0' LONG) MOUNT Krr) 3. CONTRACTOR SHALL INSTALL RAYCAP DISTRIBUTIONFROM UNIT WITHIN 15 FEET OM ( CWOFD WDT (gyp SHEEP NUMBER ALL RRH'S. SURGE SUPPRESSOR MOUNTING DETAIL NTB 4 ANTENNA MOUNT DETAIL NTS 5 1 FIBER AND DC CABLE MOUNTING DETAIL N,s g C3 i► ft A SECTOR GROUND BAR (TYP) B COLLECTOR GROUND BAR C ANTENNA D SINGLE PAIR FIBER & DC POWER E 1/2' JUMPER CABLE (TYP) F MOUNT PIPE G DC POWER & FIBER TO RAYCAP UNIT H REMOTE RADIO UNIT (RRU) (IF APPLICABLE) I OC6 RAYCAP SURGE SUPPRESSOR (IF APPLICABLE) J $2 AWG SOUD BARE OR JACKETED TINNED COPPER (TYP.) 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 KTI TO BOND DC POWER CABLE SHIELD TO EXTERNAL HATCH PLATE GROUND BAR. 3. PROVIDE GROUND CONNECTION FOR DC POWER GABLE SHIELD TO 'P' SECTION OF CRGB WITHIN SHELTER. 4. CONTRACTOR SHALL USE THEFT RESISTANT GROUND WIRES AND BARS WHEN FEASIBLE S. 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 EXISTING GROUNC BAF #2 AWG SOLD BARE OR JACKETED TINNED COPPER (TYP.) SS WASHER J,41B F �- %'A* SS BOLT SS WASHER 45' SS LOCK WASHER 3§' SS NUT NOTES, 1. UDLZE 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 NTsI 21 1. RECORD DRAWINGS: MAINTAIN A RECORD OF ALL CHANGES, SUBSTITUTIONS BETWEEN WORK AS SPECIFIED AND INSTALLED. RECORD CHANGES ON A CLEAN SET OF CONTRACT DOCUMENTS WHICH SHALL BE TURNED OVER TO THE CONSTRUCTION MANAGER UPON COMPLETION OF THE PROJECT. 2. GUARANTEE/WARRANTY: GUARANTEE INSTALLATION TO BE FREE OF DEFECTS. SHORTS, GROUNDS. ETC., FOR A PERIOD OF ONE YEAR. FURNISH WARRANTY SO THE DEFECTIVE MATERIAL AND/OR WORKMANSHIP WILL BE REPAIRED/REPLACED IMMEDIATELY UPON NOTIFICATION AT NO COST TO THE OWNER FOR PERIOD OF WARRANTY. 3. ALL TIE WRAPS SHALL BE CUT FLUSH WITH APPROVED CUTTING TOOL TO REMOVE SHARP EDGES. 4. ELECTRICAL METALLIC TUBING (EMT) OR RIGID NONMETALLIC CONDUIT (LF, RIGID PVC SCHEDULE 40. OR RIGID PVC SCHEDULE 60 FOR LOCATIONS SUBJECT TO PHYSICAL DAMAGE) SHALT. BE USED FOR EXPOSED INDOOR LOCATIONS. 5. LIQUID -TIGHT FLEXIBLE METALLIC CONDUIT (UQUID-TTTE 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 PANDUTT 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. c 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 (WP OR BETTER) OUTDOORS. iU1tKd:'Iu7Lypli &-j!T M;131a3fil:\Idal2&L-15F7 NTsI 1 1 GROUNDING NOTES 3 DC / FIBER DEMARCATION BOX RAYCAP DC FIBER DEMARCATION BOX CABLES MOUNTING HEIGHT MODEL OUANiT1Y MODEL SIZE 'QUANTITY LENGTH PER LINE t146'-O' DC6-48-60-18-BF 3 ROSENBERGER (18) PAIR FIBER TRUNK 3/8" 1 3 1 t190'-0' (6) #8 AWG CONDUCTOR SHIELDED DC CABLE 3/4" 1 6 1 t190'-O' ANTENNA AND COAX SCHEDULE ANTENNA CABLES RRU A2 TMA DIPLEXER FILTER SECTOR AZIMUTH C RAD ANTENNA MA F ANTENNA MODEL ANTENNA MECH ELECT CABLE MODEL SIZE iN OF CABLE LENGTH COLOR MODEL OTY. OTY. MODEL ON.MMODEaL GRQUANTITY OUNDENTER NTITY MODEL ON. ALPHA (Al) 350' 146'-0' ANDREW SBNHH-1085B 1 _ _ ROSENBERGER FIBER JUMPER DC6 TO RRU 3 8" 1 15' 1 REDi RRUS-32 1 ROSENBERGER SINGLE PAIR DC CABLES (DC6 TO RRU 7 16" 1 15' 2" COAX JUMPER RRU TO ANTENNA 1 2" 6 10'1-5 8" COAX 1-5 8" 2 EALPHA (A2) ALPHA (AS) 350' 146'-0' ANDREW SBNHH-1085B 1 - - ROSENBERGER FIBER JUMPER DC6 TO RRU 3 e" 2 15' 3 RED RRUS-11 1 ROSENBERGER SINGLE PAIR DC CABLES (DC6 TO RRU 7 16" 2 15' RRUS-32 1 - - - - - - - - 1 2" COAX JUMPER RRU TO ANTENNA 1 2" 6 10' ALPHA (A4) 350' 146'-0' ANDREW SBNHH-1DBSB 1 - - ROSENBERGER FIBER JUMPER (DCS TO RRU) 3 e" 1 15' 4 RED ROSENBERGER SINGLE PAIR DC CABLES DC6 TO RRU) 7 16" 1 15' - - - - - - - - - - 7 2" COAX JUMPER RRU TO ANTENNA 1 2" 6 10' - - - - - - - - - - 1 5/8" COAX 1-5/8" 2 E BETA (B1) 110' 146'-0' KMW -X-UW- R-AT 65-18-IR-AT 1 - - ROSENBERGER FIBER JUMPER DC6 TO RRU 3 8" 1 15' 1 BLUE RRUS-32 1 ROSENBERGER SINGLE PAIR DC CABLES DC6 TO RRU) 7/16" 1 15' - - - - - - - - - - 7 2" COAX JUMPER RRU TO ANTENNA 1 2" 5 1O' - - 1-5 8" COAX 1-5/8- 2 E BETA (B2) BETA (B3) 110' 146'-0' KMW -X- 65-18-fie-IR-AT 1 - - ROSENBERGER FIBER JUMPER DC6 TO RRU 3 8" 2 15' 3 BLUE RRUS-11 1 ROSENBERGER SINGLE PAIR CC CABLES DC6 TO RRU 7 16" 2 15' RRUS-32 1 - - - - - - - - 7 2" COAX JUMPER RRU TO ANTENNA 1 2" 6 10' - BETA (B4) 110' 146'-0' KMW -X-UW-68-14- 65-18-IR-AT 1 - - ROSENBERGER FIBER JUMPER DC6 TO RRU 3 8" 1 15' 4 6WE ROSENBERGER SINGLE PAIR DC CABLES OC6 TO RRU) 7 16" 1 15' - - - i L• 1 2" COAX JUMPER RRU TO ANTENNA 1 2" 6 10' - - - M 1 1-5/3" COAX 1-5/8- 2 E) F.-F. r8- GAMMA (G1) 250' 146'-0' ANDREW SBNHH-1DBSB 1 - - ROSENBERGER FIBER JUMPER DC6 TO RRU 3 8" 1 15' 1 GREEN RRUS-32 I 1 I ' , j 1 si{'s' D ROSENBERGER SINGLE PAIR DC CABLES DC6 TO RRU) 7 16" 1 15' - - - - - - - - - - 7 2" COAX JUMPER RRU TO ANTENNA 1 2" 6 10• - - - - - - - - - - 1-5 8" COAX 1-5/8- 2 (E) GAMMA (G2) _ GAMMA (G3) 250' 146'-0' ANDREW SBNHH-1DBSB 1 - - ROSENBERGER FIBER JUMPER DC6 TO RRU 3 8" 2 15' 3 GREEN RRUS-11 1 ROSENBERGER SINGLE PAIR DC CABLES DC6 TO RRU) 7 16" 2 15' RRUS-32 1 - - - - - - - - 7 2" COAX JUMPER RRU TO ANTENNA 1 2" 6 10' GAMMA (G4) 250' 146'-0' ANDREW SBNHH-10850 1 - - ROSENBERGER FIBER JUMPER DC6 TO RRU 3 8" 1 15' 4 GREEN 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 1-5/8-1 2 E) DELTA (D1) DELTA (D2) DELTA (D3) TOTAL EXISTING 9 TOTAL REMOVED 9 TOTAL REPLACED 9 OVERALL TOTAL 9 TOTAL AGO�1E 12 (E) TOTAL 9 0 TOTAL 0 TOTAL 0 0 - 0 POWER 2 IFr:FNp (E) = EXISTING FIBER 2 180' JUMPER:!3 4 5/�• CABLES (E) ANTENNA AND COAX SCHEDULE 1