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HomeMy WebLinkAboutPLANSINDRIO OAT (FA 10016806) RECEIVED DES FEB 0 5 2019 at&t ;I:i1 SIDES 1 ST. Lucie County, Permitting n�A 16189 N US HIGHWAY 'rP i REV DATE DESCRIPTION A 12/13/18 PRELIMINARY 8 12/21/18 REVISED 0 1/2B/1s FOR PERMIT APK PROJECT NO.: 18-0163.75 DRAWN BY: J. ACOSTA CHECKED BY: M. ABBEY zi�(i. _ 11- 0 RT PIERCE, F L 3 49�4 THIS DRAWING IS COPYRIGHTED AND 15 TE _� H`^I d'6°D F,j QI �eH ^�1(1 ME SOLE PROPERTY OF ME OWNER. R ' �I [:(`.fi. _ -wls AS L C 7OR AITACHUL°n IS PRODUCED SOLELY FOR FF USE . ME ARE THE RESPON3181 RIF°n i J OWNIR AND D5 AFFILIATES. MIS D REPRODUCTION OR USE OF MIS DRAWING 4t h M R S CARRIER 6140OVERLAY CONTRACTOR OFpSC010 HE RD�GPER I THE INFORMATION o "TME THE WRITTEN \ LOCAL MAP PROPERTY SUMMARY PROJECT DESCRIPTION INDEX OF DRAWINGS ^ FOLIO 1. THE WIRELESS COMMUNICATIONS FACILITY IS NOT INTENDED SHf. DESCRIPTIONR� FOR HUMAN OCCUPANCY. N0, NO. Q 1406-413-0003-000-8 2. THIS FACILITY DOES NOT REQUIRE POTABLE WATER AND WILL NOT T1 TTiI.E SHEET 0 PROPERTY OWNER PRODUCE ANY SEWAGE. T2 GENERAL NOTES 0 ENGINEERING GROUP 1 3. CONTRACTOR SHALL 5400 W VERIFY ALL PLANS AND EXISTING DIMENSIONS EEDS DRNE SURE 525 MARY JANE SPAIN (TRUST) Cl COMPOUND PLAN 0 MIOAWN F. M031 AND ENS ON THE JOB SITE AND SHALL IMMEDIATELY , PO 350 NOTIFYY THE THE ENGINEER IN WRITING OF ANY DISCREPANCIES BEFORE C2 ELEVATION AND ANTENNA PLANS O (954) )44-15]8 _I TUPELO, MS 38802 PROCEEDING WITH THE WORK OR BE RESPONSIBLE FOR SAME C3 DETAILS D CERTUICATE OF AMIORIZATION 31949 JLATITUDE 4. THE SCOPE OF WORK CONSISTS OF PROPOSING A WIRELESS C4 DETAILS 0 27.546333' N INSTALLATION: p - nemecnmax•w.Q El DC ELECTRICAL DETAILS 0 REMOVAL OF EXISTING LONGITUDE AN-1 ANTENNA SCHEDULE 0 OF INSTALLATION OF (3) PROPOSED RRUS ���� <� SITE LOCATION ►� :i ��E 80.368583• W , oe Il ZONING JURISDICTION �i \ " Sf LUCIE COUNTY SCANNED 86 BY 01 W SUNRISE BOULEVARD St. Lucie County PAN ATOM ns2z /! c %�.`���EZER .. ' VICINITY MAP DESIGN CRITERIA CODE COMPLIANCE �Ls G z 9 ®A DESIGN WIND SPEED: 160 MPH (ULTIMATE, 3-SECOND GUST) ALL WORK AND MATERIALS SHALL BE PERFORMED AND INSTALLED IN TI'u' - 124 MPH (NOMINAL, 3-SECOND GUST) ACCORDANCE WITH THE CURRENT EDITIONS OF THE FOLLOWING CODES .ro •- F •��� ' I nwm ROy �,I EXPOSURE C AS ADOPTED BY THE LOCAL GOVERNING AUTHORITIES. NOTHING IN li I -.P'I RISK CATEGORY: II THESE PLANS IS TO BE CONSTRUED TO PERMIT WORK NOT I p = Q 111 q �d S ) OPEN STRUCTURE CONFORMING TO THESE CODES. i �'• (O R, Q P' \ `Q ,o5,e ° ECH• ONA%- '♦s I - 1I 1. FLORIDA BUILDING CODE, 6th EDITION (2017). ♦ ,� � ` 2. NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) 70-14, NATIONAL M1E DP SIGNATURE: 7/28/7s ELECTRICAL CODE, 2014 EDITION. { 3. ASCE 7-10. 4. TIA-222-G WITH ADDENDUM 1, 2, 3 & 4 APPLICABLE STANDARDS. — �sTELocAnoN�'J�, Al r PROPORM WORK INDRIO 5. LIFE SAFETY CODE NFPA-101-2015. RF DESIGN VERIFICATIONTo NY ,1 © �7'I� 6. FLORIDA FIRE PREVENTION CODE, 6th EDITION (2017). ""� '• i 1) !L I�'r DESIGN BASED ON RFDS 2595375 7. AMERICAN INSNIUTE OF STEEL CONSTRUCT ON (A SC) 360-10 r•quinrb `I • 1 slag N US HIGHWAY 1 to .I , • PIERCE, FL 34946 AND 341-10. FORT PI REV 1.0 DATED 11/14/18. ti �, _ y� SHEET NAME CONTRACTOR SHALL REQUEST B. UNDERWRITERS LABORATORIES (U.L) APPROVED ELECTRICAL 1 HALL 0PLIC C CIE � , PRODUCTS. a^• CURRENT RFDS AND CURRENT TITLE SHEET WORKBOOK FROM B• LOCAL JURISDICTIONAL REQUIREMENTS. MASTEC NETWORK SOLUTIONS 10. CITY/COUNTY ORDINANCES. Mas SHEET NUMBER ~2 q s CONSTRUCTION MANAGER PRIOR T1 TO CONSTRUCTION nkimigml i'1 t 1. FOR THE PURPOSES OF THESE CONSTRUCTION DRAWINGS, THE FOLLOWING DEFINITIONS SHALL APPLY: 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. OWNER - AT&T MOBILITY ENGINEER - APX ENGINEERING GROUP, LLC. 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 BUT 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 CLEW 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 SET 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 CONTACTED PRIOR TO THE START OF CONSTRUCTION IN ORDER TO VERIFY 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 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. 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 STABIUZED 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 12 1. 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=42ks)), 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 RISC STEEL CONSTRUCTION MANUAL 3. YIELDING, 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. S. ALL STRUCTURAL STEEL. SHALL BE FABRICATED TO FIT AT BOLTED CONNECTIONS WITHIN Ns 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 3 REV DATE DESCRIPTION A 12/13/18 PRELIMINARY B 12/21/18 REVISED 0 1/28/19 FOR PERMIT AP% PROJECT NO.: 16-01fi3.75 DRAWN BY: J. ACOSTA CHECKED BY: M. ABBEY 10 THIS DRAWING IS COPTRIGHfm 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 IT IS FORBIDDEN WITHOUT THE WRITTEN PERMISSION OF THE OWNER. A (3 ENGINEERING GROUP MOO IAKESIDE DRIVE SUITE 525 MIRANPR, R W027 (954) 744-1538 CERTflCATE OF AUTHCRRARCN 31948 at&t 8601 W SUNRISE BOULLVARO PIANTAT10N. R MOU F.. 6ENS. 2 i� No 21 1 ' F ' 4A OtK � O R I'D i. .. _ _,c DATE OF SIGNATURE 1/28/19 INDRIO 6189 N US HIGHWAY 1 FORT PIERCE FL 34946 SHEET NAME GENERAL NOTES SHEET NUMBER T2 EXISTIN CABL EXIST GPS (7) EXISI CABL EXIST? GUYI EXISTING UTILITY EXISTING EQUIPMFN (T EXISTING CAB[ (BY OTHEI C IP TANK EXISTING T-MOBILE GENERATOR COMPOUND PLAN EQUIPMENT 2) REV DATE DESCRIPTION A 12/13/18 PRELIMINARY B 12/21/18 REVISED 0 1/28/19 FOR PERMIT APR PROJECT NO.: 18-0163.75 DRAWN BY: J. ACOSTA CHECKED BY: M. ABBEY 1H15 DRAWING IS COPYRIGHTED AND IS THE SOLE PROPERTY OF THE OWNER. B IS PRODUCED SOLELY FOR USE BY THE OWNER AND ITS AFFIWTES. REPRODUCRON OR USE OF THIS DRAWING AND/OR THE INFORMATION CONTAINED IN IT IS FORBIDDEN WRHOUF THE WRITTEN PERMISSION OF THE OWNER 10 A apx a ENGINEERING GROUP 3400 W(ESIDE DRIVE. SUDS 525 MIRA . R M027 (954) 744-1538 OERIIDGTE OF AUDIORUX=N 319" at&t 8601 W SUNRISE 801. E ARD M ATION. R 33322 %% p / V ''. F _ 44/ /ONA1 �lp` Mn pit► GATE OF SIGNATURE: 1/28/19 INDRIO 0189 N US HIGHWAY 1 FORT PIERCE FL 34946 SHEET NAME COMPOUND PLAN SHEET NUMBER 1 C1 TOP OF TOWER h 4� EL 48p't 4 O A EXISTING AT&T RRUS-32 (TYP. OF 3) a EXISTING AT&T DC6 SURGE SUPPRESSOR (TYP. OF 3) EXISTING AT&T ANTENNA (TYP. OF 9) EXISTING VERIZON WIRELESS ANTENNAS EL. 230't ELEV. / 208'f EXISTING AT&T RRUS-11 / TO E REMOVED AND EXISTING T-MOBILE ANTENNAS h REPBIACED (TYP. OF 3) EL 215'f / 1__ A c ' Sf�OR RAD CENTER OF EXISTING AT&T ANTENNAS h EXISTING AT&T ' TOS• EL 208't Y RRUS-32 32 ,,. (TYP. OF 3) EXISTING AT&T ANTENNA MOUNT (TYP. OF 3) i GtoNryyd y� a EXISTING SPRINT ANTENNAS h �®® �p —W EL 175't ZW i. EXISTING 480't GUYED TOWER f14� REFER TO CURRENT RFDS FOR EQUIPMENT MODELS. EXISTING ANTENNA PLAN '® 2 Y TENNAG (TYP.) ANTENNA 8 O Ny EXIS TING AT&T RRUS-32 (TYP. OF 3) 0 EXISTING AT&T DC6 SURGE SUPPRESSOR (TYP. OF 3) EXISTING AT&T ANTENNA (TYP. OF 9) (SEE NOTE) ELEV. 208't i PROPOSED AT&T RRUS-4449 B5/812 0 (1YP. OF 3) C SfCTOR a EXISTING AT&T ipg RRUS-32 B2 (TYP. OF 3) NOTES. EXISTING AT&T TO CONSTRUCTION. CONTRACTOR SHALL ADVISE MASTEC G ANTENNA MOUNT (TYP. OF 3) 1. PRIOR CONSTRUCTION MANAGER OF THE ESTIMATED SITE DOWN TIME. yy�OQ�ryyd �+ 2. THIS DRAWING IS INTENDED TO DEPICT THE GENERAL. LOCATION lim ANDHEIGHT OF THE PROPOSED ANTENNAS ON THE EXISTING TOWER.CONSTRUCTION SHALL NOT PROCEED UNTIL A STRUCTURAL ANALYSISREPORT HAS BEEN COMPLETED BY A PROFESSIONAL6RADE� NOTES ENGINEERREGISTERED IN THIS STATE. CONCLUDING THAT THE y EL: EXISTINGTOWER IS STRUCTURALLY ADEQUATE TO RESIST THE EXISTING 1. REFER TO CURRENT RFDS FOR EQUIPMENT MODELS. AND PROPOSED LOADS. 2. MINIMUN TIP TO TIP SPACING FOR ANTENNAS SHALL BE 3' FEET. ELEVATION 0 1w 1 PROPOSED ANTENNA PLAN �® 3 REV DATE DESCRIPDON A 12/13/18 PRELIMINARY B 12/21/18 REMSED 0 1/28/19 FOR PERMIT APX PROJECT NOa 18-0183.78 DRAWN BY: J. ACOSTA CHECKED BY: M. ABBEY INDRIO 6189 N US HIGHWAY 1 FORT PIERCE. FL 34946 SHEET NAME ELEVATION AND ANTENNA PLANS SHEET NUMBER C2 PROPOSED AT&T APPROVED MOUNTING BRACKET (TV. OF 2 PER RRU) a • r_ 9'® REV DATE DESCRIPTION A 12/13/18 PRELIMINARY B 12/21/18 REVISED 0 1/28/19 FOR PERMIT APX PROJECT NO-- 18-0183.75 DRAWN BY: J. ACOSTA CHECKED BY: M. ABBEY F�9.44•� THIS DRAWING IS COPYRIGHTED AND IS THE SOLE PROPERTY OF THE OWNER. B a SIDE VIEW 13.19 SPROCS DRAWING �EL�A�FRFlAESYTHE REPRODUCTIO�{I AND PROPOSED AT&T 1 I I AND/OR THEN INFORMATION COOR USE OF INTAINEDD N RRU (TYP.) e R 5 FORBIDDEN WITHOUT 1HE WRINEN PERMISSION OF THE OWNER. <cA EXISTING ANTENNA MOUNTING PIPE (TYP.) oE ap GROUP 4�13.19'—�i ENGINEERING 3400 IAKESTE DRNE SUITE 525 NOTES, PLAN VIEW FRONT VIEW N(954)744` 1907 1. UNIT SHALL BE MOUNTED AS PER CE"RMTE OF AUMORRATION 31948 MANUFACTURER'S RECOMMENDATIONS. MANUFACTURER: ERICSSON 2. CONTRACTOR SHALL TIGHTEN ALL BOLTS TO A MODEL• RRUS-4449 B5/B72 *SNUG TIGHT' CONDITION AS DEFINED BY AISC. WEIGHT: 71.0 LBS RRU MOUNTING DETAIL NTS1 1 RRU SPECS NITS 2 (NOT USED) 13 a `QC` 8601 W SUNRISE BOULEVARD PIANTARON, FL 33322 WJJ`W ``ZER ... G E N S .�. E OF P•'�.� '�;49/0NAlE Frn rt+i GATE OF SIGNATURE: 1/2Ei/19 INDRIO 6189 N US HIGHWAY 1 FORT PIERCE. FL 34946 SHEET NAME DETAILS SHEET NUMBER (NOT USED) 4 (NOT USED) 5 (NOT USED) 6 C3 © O I I If \ \ II - LEGEND- \\ �1 III D A SECTOR GROUND BAR (TYP) \O B COLLECTOR GROUND BAR \\ I I C ANTENNA II D SINGLE PAIR FIBER & DC POWER \\ I III E 1/2" JUMPER CABLE (TYP) \� F MOUNT PIPE G DC POWER & FIBER TO RAYCAP UNIT I III / H REMOTE RADIO UNIT (RRU) (IF APPLICABLE) I III j 1 DC6 RAYCAP SURGE SUPPRESSOR (IF APPLICABLE) J #2 AWG SOLID BARE OR JACKETED TINNED COPPER (TYP.) B4 I eae . NOffi: EXISTING GROUND BAR $2 AWG SOLID BARE OR JACKETED TINNED COPPER (TYP.) W SS WASHER %-x-y4 SS BOLT o SS WASHER )§" SS LOCK WASHER 3§" SS NUT NOTES. 1. UTILIZE EXISTING AT&T GROUND BARS AND GROUNDING. ---�i 2. ADD GROUND BARS IF THERE ARE INSUFFICIENT LUG POSITIONS. 3. REFERENCE AT&T BONDING & GROUNDING PRACTICE TP76416. 1. CONTRACTOR SHALL REFER TO AT&T GROUNDING AND BONDING PRACTICE TP-76416. ALL EXOTHERMIC CADWELDS SHALL BE PERFORMED BY CERTIFIED TECHNICIAN. 2. PROVIDE WEATHER PROOFING AND GROUNDING KIT TO BOND DC POWER CABLE SHIELD TO EXTERNAL HATCH PLATE GROUND BAR. 3. PROVIDE GROUND CONNECTION FOR DC POWER CABLE SHIELD TO "P" SECTION OF CRGB WITHIN SHELTER. 4. CONTRACTOR SHALL USE THEFT RESISTANT GROUND WIRES AND BARS WHEN FEASIBLE. 5. CONTRACTOR SHALL MAINTAIN A 12" MINIMUM GROUND WIRE BEND RADII. 6. GROUND LUGS, HEATSHRINK AND CLAMPS DEVICES SHALL COMPLY WITH AT&T GROUNDING AND BONDING PRACTICE TP-76416. ANTENNA GROUNDING SCHEMATIC (TYP.) TYPICAL GROUND BAR CONNECTION DETAIL NmI 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. GUARAMEE/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 METAWC TUBING (EMT) OR RIGID NONMETALLIC CONDUIT (I.E.. RIGID PVC SCHEDULE 40. OR RIGID PVC SCHEDULE 80 FOR LOCATIONS SUBJECT TO PHYSICAL DAMAGE) SHALL BE USED FOR EXPOSED INDOOR LOCATIONS. 5. LIQUID —TIGHT FLEXIBLE METALLIC CONDUIT (LIQUID—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 PANDUR TYPE E (OR EQUAL); AND RATED NEMA 1 (OR BETTER) INDOORS, OR NEMA 311 (OR BETTER) OUTDOORS. 7. EQUIPMENT CABINETS, TERMINAL BOXES, JUNCTION BOXES, AND PULL BOXES SHALL BE GALVANIZED OR EPDXY —COATED SHEET STEEL. SHALL MEET OR EXCEED UL 50. AND RATED NEMA 1 (OR BETTER) INDOORS, OR NEMA 3R (OR BETTER) OUTDOORS. B. METAL RECEPTACLE, SWITCH, AND DEVICE BOXES SHALL BE GALVANIZED, EPDXY —COATED, OR NON —CORRODING; SHALL MEET OR EXCEED UL 514A AND NEVA 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. 10. CONTRACTOR SHALL REFER TO AT&T GROUNDING AND BONDING PRACTICE TP-76416. NTsI 1 1 GROUNDING NOTES REV DATE DESCRIPTION A 12/13/18 PRELIMINARY B 12/21/18 REVISED 0 1/28/19 FOR PERMIT APX PROJECT NO.: 18-018J.78 DRAWN BY: J. ACOSTA 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 ITS AFFIUATES. REPRODUCTION OR USE OF THIS DRAWING AND/OR THE INFORMATION CONTAINED IN IT IS FORBIDDEN WITHOUT THE WRNfEN PERMISSION OF THE OWNER. A apx ENGINEERING GROUP 3400 4HESIDE DRIVE, SURE 525 MIRNMR, FL 33027 (954) 744-1538 CEKORFl TE OF AUIHORIUIION 3194B A at&t B601 W SUNRISE BOULEVARD PUNTATION, FL MM rE Ile 11, 0 2 E OF s/ONALE:��`% �MTE OF SIGNATURE 1/28/19OF SIGNANNE 1/2B/19 INDRIO 6189 N US HIGHWAY 1 FDRT PIERCE, FL 34946 SHEET NAME DETAILS SHEET NUMBER 3 C4 MSL Counties 3 - Hex port Antennas ANTENNA POSITION # 1 ANTENNA POSITION # 3 ANTENNA POSITION # 4 20A !\ 25A ft 25A Tt 30A 20A I WCS RRH I REV DATE DESCRIPTION A 12/13/18 PRELIMINARY B 12/21/18 REVISED 0 1/28/19 FOR PERMIT AP% PROJECT NO.: 18-0163.75 DRAWN BY: J. ACOSTA 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 IT IS FORBDDEN WTTHOUT THE WRITTEN PERMISSION OF THE OWNER. apx ENGINEERING GROUP 3400 W(ESIDE DRNE, SURE 525 MINJNR, FL 33027 (954) 744-IMB CMFICA E OF AMHORRATION 31948 ------ — —1 700/850 RRH --- at&t 8601 W SUNMSE BOULEVARD PWJTATION, FL 33372 ��� ''�OENS''•. �. DIGITAL UNIT . 9 E OF KEYNOTE LEGEND' UNITS 3206 Cab 1 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). 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 DC CABLE ROUTED TO PROPOSED RRH UNITS. RISER DIAGRAM (TYP. PER SECTOR) 1 DC RISER DIAGRAM 1 2 `DATE OF SIGNATURE' 1/28/19J \ wm 6189 N US HIGHWAY 1 FORT PIERCE FL 34946 DC ELECTRICAL DETAILS E1 DC / FIBER DEMARCATION BOX RAYCAP DC FIBER DEMARCATION BOX CABLES MOUNTING HEIGHT MODEL QUANTITY MODEL I SIZE QUANTrry LENGTH PER LINE ±208' DC6-48-60-18-BF 3 ROSENBERGER (18) PAIR FIBER TRUNK 3/8" 3 (E) (6) fE AWG CONDUCTOR SHIELDED DC CABLE 3/4" 1 6 1 (E) ANTENNA AND COAX SCHEDULE ANTENNA CABLES RRU DIPLEXER FILTER SECTOR AZIMUTH RAD ANTENNA MAKE ANTENNA MODEL ANTENNA CABLE MODEL SIZE OF CABLE LENGTH COLOR MODEL Ott. Qtt. MODEL TOWER QUANTITY GROUNDCENTER QUANTITY MODEL QTY. (A1) 345' 208' OMMSCOPE SBNHH-1D85B 11 ROSENBERGER FIBER JUMPER OC6 TO RRU 3 8" 1 15' 1 RED RRUS-32 1 ROSENBERGER SINGLE PAIR DC CABLES DC6 TO RRU) 7/16" 1 15' - -ALPHA 2" COAX JUMPER RRU TO AMENNA 1 2" 6 10' EDEF ALPHA (A2) - - - - - 2 RED- - - - - - _ _ ALPHA (A3) 34Y 208' OMMSCOPE SBNHH-1D85B 1 ROSENBERGER FIBER JUMPER DC6 TO RRU) 3 8" 4 15' 3 RED RRUS-4449 BS B12 1 - - - ROSENBERGER SINGLE PAIR DC CABLES DC6 TO RRU 7 16" 3 15' RRUS-32 B2 1 - - - - - - - 1 2" COAX JUMPER RRU TO ANTENNA 1 2" 6 10• - - - ALPHA (A4) 345' 208' OMMSCOPE SBNHH-1D85B 1 ROSENBERGER FIBER JUMPER DC6 TO RRU 3 8" - 15' 4 RED ROSENBERGER SINGLE PAIR DC CABLES DC6 TO RRU 7 16" - 15' - - - - - - - - - 1 2" COAX JUMPER RRU TO ANTENNA 1 2" 2 10' _ _ COAX CABLES 1 5 8" 2 E BETA (B1) 105' 208' OMMSCOPE SBNHH-1DBSB 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' - - - - - - - - - 1 2" COAX JUMPER RRU TO ANTENNA 1 2" 6 10' BETA (B2) - - - - - 2 BLUE - - - - - - - - - - - - _ BETA (B3) 105 208' OMMSCOPE SBNHH-1D85B 1 ROSENBERGER FIBER JUMPER DC6 TO RRU 3 8" 4 15' 3 BLUE RRUS-4449 BS B12 1 ROSENBERGER SINGLE PAIR DC CABLES DC6 TO RRU 7 16" 3 15' RRUS-32 B2 1 - - - - - - - i 2" COAX JUMPER RRU TO ANTENNA 1 2" 6 10' BETA (84) 105' 208' OMMSCOPE SBNHH-1D859 1 ROSENBERGER FIBER JUMPER DC6 TO RRU 3 8" - 15' 4 BLUE ROSENBERGER SINGLE PAIR DC CABLES DC6 TO RRU 7 16" - 15' 1 2" COAX JUMPER RRU TO ANTENNA 1 2" 1 2 1 10' COAX CABLES 1 5 8" 2 E GAMMA (G1) 230' 208' OMMSCOPE SBNHH-1D85B 1 ROSENBERGER FIBER JUMPER DC6 TO RRU 3 8" 1 15' 1 GREEN RRUS-32 1 ROSENBERGER SINGLE PAIR DC CABLES DC6 TO RRU 7 16" 1 15' - - - - - - - - - - 1 2" COAX JUMPER RRU TO ANTENNA)1 2" 6 10' GAMMA (G2) - - - - - 2 GREEN _ _ GAMMA (G3) 230' 208' MMSCOPE SBNHH-1D85B 1 ROSENBERGER FIBER JUMPER DC6 TO RRU 3 8" 4 15' 3 GREEN RRUS-4449 BS B12 1 ROSENBERGER SINGLE PAIR DC CABLES DC6 TO RRU 7 16" 3 15' RRUS-32 B2 1 - - - - - - - 1 2" COAX JUMPER RRU TO ANTENNA 1 2" 6 10• GAMMA (G4) 230' 208' OMMSCOPE SBNHH-iD85B 1 ROSENBERGER FIBER JUMPER DC6 TO RRU 3 8" - 15' 4 GREEN ROSENBERGER SINGLE PAIR DC CABLES DC6 TO RRU 7 16" - 15' - - - - - - - - - 7 2" COAX JUMPER RRU TO ANTENNA 1 2" 2 10• COAX CABLES 1 5 8" 2 E DELTA (D1) DELTA (D2) DELTA (D3) DELTA (D4) TOTAL EXISTING 9 TOTAL REMOVED 0 TOTAL REPLACED 0 OVERALL TOTAL 9 TOTAL COAX 6 (E) TOTAL 9 TOTAL 0 TOTAL 0 0 - 0 POWER!42]!! 180' LEGEND (E) = EXISTING FIBER 225' JU//MPER 420' SO, CABLES (E) ANTENNA AND COAX SCHEDULE 1 REV DATE DESCRIPTION A 12/13/18 PRELIMINARY B 12/21/18 REVISED 0 1/28/19 FOR PERMIT APX PROJECT NO.: 18-01fi3.75 DRAWN BY: J. ACOSTA CHECKED BY: M. ABBEY INDRIO 6189 N US HIGHWAY 1 FORT PIERCE. a 34948 SHEET NAME ANTENNA SCHEDULE SHEET NUMBER AN-1