The URL can be used to link to this page

Home My WebLink AboutPLANS[REV I DATE I DEMRIMON I SCANNED BY St- Lucie County at&t MIDWAY RD (FA 10048909) APR 2 1 I'll 5690 ENVIRONMENT DRIVE eaYmlL� FORT PIERCE, FL 34981 LT . E 6C FIRSTNET/ 5th CARRIER OVERLAY ..LOCAL MAP PROPERTY SUMMARY PROJECT DESCRIPTION INDEX OF DRAWINGS ----- - C94 1. "THE WIRELESS COMMUNICATIONS FACILITY IS NOT E= INTENDED' HUMAN OCCUPANCY. 3406-501-0040-000-5 2. THIS FACILITY DOES NOT REQUIRE POTABLE WATER AND PROPERTY OWNER WILL NOT PRODUCE ANY SEWAGE. 3. CONTRACTOR SHALL VERIFY ALL PLANS AND ExisnNG FCC ENVIORNMENTAL, LLC. DIMENSIONS AND CONDITIONS ON THE JOB SITE AND 2175 POINT BOULEVARD SUITE 375 SHALL'IMMEDIATELY NOTIFY THE ENGINEER IN WRITING -ELGIN. IL 60123 OF ANY DISCREPANCIES BEFORE PROCEEDING WITH THE LATITUDE WORK OR BE RESPONSIBLE FOR SAME. 27.379591* N 4. WREN SCOPE OF WORK CONSISTS OF PROPOSING A LESS INSTALLATION: LONGITUDE INSTALLATION OF (3) NEW RRUS (REMOTE RADIO UNITS) AT ANTENNA AREA 80.382100' W INSTAJAA710N OF (3) NEW RRUS (REMOTE RADIO UNITS) ZONING JURISDICTION AT CABINET AREA INSTAUAMOU- OF (2) NEW SURGE SUPPRESSOR ST LUCIE COUNTY TOWER OWNER AMERICAN TOWER CORPORATION SHT. NO. DESCRIPTION REV. NO. Tl TITLE'SHEEr T2 GENERAL NOTES 0 Cl COMPOUND PLAN 0 C2 ELEVATION AND ANTENNA PLANS 0 C3. DETAILS 0 04 DETAILS .0 AN-1 ANTENNA SCHEDULE 0 El DC ELECTRICAL DETAILS 0 _1L VICINITY. MAP DESIGN CRITERIA CODE COMPLIANCE.._ DESIGN WHO SPEED: 158 MPH (ULTIMATE, 3—SECOND GUST) ALL WORK AND-MATERL&L - S SHALL BE PERFORMED AND 122 MPH (NOMINAL, 3—SECOND GUST) INSTALLED IN ACCORDANCE WITH THE CURRENT EDITIONS OF EXPOSURE: C THE FOLLOWING CODES AS ADOPTED BY THE LOCAL -A RISK CATEGORY- 11 GOVERNING AUTHORITIES. NOTHING IN THESE PLANS IS TO BE OPEN STRUCTURE CONSTRUED TO PERMIT WORK NOT CONFORMING TO THESE CODES. A 1. FLORIDA BUILDING CODE, 6th EDITION .(2017). RF DESIGN VERIFICATION 2. NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) 70-14. NATIONAL ELECTRICAL CODE, 2014 EDITION. Ci SITE LOCATION 3. ASCE 7-10. 4. TIA-222—G WITH ADDENDUM 1. 2. 3 h 4 APPLICABLE STANDARDS. DESIGN BASED ON RFDS #2110021 5. LIFE SAFETY CODE NFPA-101-2015. DATED 12/13/17. CONTRACTOR 6. FLORIDA FIRE PREVENTION CODE, 6th EDITION (2017). 7. AMERICAN INSTITUTE OF STEEL, CONSTRUCTION (AISC) SHALL REQUEST CURRENT RFDS 360-10 AND 341-10. CURRENT B. UNDERWRITERS LABORATORIES (U.L) AND WORKBOOK FROM APPROVED ELECTRICAL PRODUCTS. MASTEC NETWORK SOWTIONS 9. LOCAL JURISDICTIONAL REQUIREMENTS. CONSTRUCTION MANAGER PRIOR TO 10._CrIY/COUNTY ORDINANCES. CONSTRUCTION Is Uy. 'A apx ENGINEERING GROUP 34W W ESDE ORNT, S 525 lll� F�=27 (954) '. Ims CEIMRGM W xP IMWN 31948 eat&t w MI W S RGE BWL MD n 7411. n M3= /No 8 F 41 % NXII Misful TITLE SHEET Tl 1. FOR THE PURPOSES OF THESE CONSTRUCTION DRAWINGS, THE FOLLOWING DEFINITIONS SHALL APPLY: i OWNER - AT&T MOBILITY ENGINEER - APX ENGINEERING GROUP, LLC. CONTRACTOR - GENERAL CONTRACTOR (CONSTRUCTION) 2. 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. 3. A 20-FOOT HORIZONTAL CLEARANCE DISTANCE SHALL BE MAINTAINED FROM ALL EXISTING POWER LINES. 4. THE CONTRACTOR'S USE OF A CONSTRUCTION STAGING AREA SHALL BE COORDINATED WITH THE OWNER WELL IN ADVANCE OF THE CONSTRUCTION START DATE. - 5. 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. 6. FOR TASKS REQUIRED TO BE PERFORMED BUT NOT CLEARLY DEFINED OR IDENTIFIED BY THE CONTRACT DOCUMENTS, THECONTRACTOR SHALL NOT START WORK ON SUCH TASKS WITHOUT HAVING RECEIVED WRITTEN AUTHORIZATION FROM THE CONSTRUCTION MANAGER TO PROCEED. 7. 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. B. 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. 9. THE CONTRACTOR'S OPERATIONS SHALL BE CONFINED TO AREAS OF NEW CONSTRUCTION. 10. 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. 11. THE FOLLOWING CLEANUP TASKS SHALL BE PERFORMED AS FOLLOWS: (1) ON A DAILY BASIS, KEEP THE GENERAL AREA CLEAN AND HAZARD FREE, REMOVING ALL WASTE, DEBRIS AND TRASH FROM THE SITE AND DISPOSING OF SAME IN A LEGAL MANNER. (2) UPON COMPLETION, LEAVE THE PREMISES IN A CLEAN CONDITION AND FREE FROM PANT SPOTS, DUST, OR SMUDGES OF ANY NATURE. 12. 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 13. ALL WORK PERFORMED AND MATERIALS INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES, REGULATIONS AND ORDINANCES. THE_CONLRACTOR 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. - 14. 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 COORDINATIONS WITH THE CONSTRUCTION MANAGER AND WITH THE OWNER'S AUTHORIZED REPRESENTATIVE. 15. 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. 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. S. DISTURBANCE TO THE EXISTING SITE DURING CONSTRUCTION SHALT. BE MINIMIZED. 7. ANY AREAS OF THE CONSTRUCTION SITE DISTURBED BY THE WORK AND NOT COVERED BY THE TOWER, EQUIPMENT OR DRIVEWAY, SHALL BE GRADED TO A UNIFORM SLOPE SUCH GRADING SHALL CAUSE SURFACE WATER TO FLOW AWAY FROM ANY EQUIPMENT SHELTER AND TOWER AREAS AND THE SOIL SHALL BE STABILIZED TO PREVENT EROSION. EROSION CONTROL MEASURES,IF REQUIRED DURING CONSTRUCTION, SHALL BE IN CONFORMANCE WITH THE LOCAL GUIDEUNES 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 TO. THE CONTRACTOR SHALL RESTORE ALL DISTURBED AREAS TO EQUAL TO OR BETTER CONDITION THAN ORIGINAL 11. SITE SIGNAGE SHALL BE PROVIDED IN ACCORDANCE WITH THE TECHNICAL SPECIFICATIONS FOR SUCH SIGNAGE AS MAY BE CONTAINED IN THESE. DRAWINGS. SITE WORK NOTES . 2 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 ASTO A123 AND ASTM A153 STANDARDS. D. ALL TS MEMBERS- SHALL BE ASTM A500 GRADE B'(Fy-46ksi), AND 'HOT DIPPED' GALVANIZED IN ACCORDANCE WITH ASTM A123 AND ASTM A153 STANDARDS. E. .ALL STRUCTURAL PIPE MEMBERS SHALL BE ASTM A500 GRADE B (Fy=42ksi), AND -HOT DIPPED- GALVANIZED IN ACCORDANCE WITH ASTM A123 AND ASTM A153 STANDARDS. F. ALL NON-STRUCTURAL PIPE MEMBERS SHALL BE ASTM A53 GRADE B. AND 'HOT DIPPED' GALVANIZED IN ACCORDANCE WITH ASTM A123 AND ASTM 4153 STANDARDS. 2. DESIGN, FABRICATION, AND CONSTRUCTION OF ALL CONNECTIONS SHALL CONFORM TO AISC STEEL CONSTRUCTION MANUAL 3. WELDING- A. ALL WELDS, WELDERS, AND WELD INSPECTIONS SHALL CONFORM TO THE REQUIREMENTS OF AWS D 1.1. LATEST REVISION. B. ALL WELDS SHALL BE MADE WITH E7OXX 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" CONDI ! AS DEFINED BY AISC. SECURE NUT WITH LACKING 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 THERE WILL NOT BE CONFLICT WITH THE REINFORCEMENT WHEN INSTALLING ANCHORS. THE ANCHORS SHALL BE INSTALLED 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. 8. ALL STRUCTURAL STEEL SHALL BE FABRICATED TO FIT AT BOLTED CONNECTIONS WITHIN NE INCH TOLERANCE,� NOT BE FLAME CUT UNDER ANY CIRCUMSTANCES WITHOUT APPROVAL OF THE ENGINEER. GG `G1, ®_4p 9. THE CONTRACTOR/STEEL FABRICATOR SHALL CAP OR SEAL ALL PIPES AS REQUIRED TO PREVJ �. 10. THE CONTRACTOR/STEEL FABRICATOR SHALL SUBMIT SHOP DRAWINGS FOR REVIEW PR Q191 v ABR®VON. AT THE CONTRACTOR'S OPTION, FIELD SPLICES MAY BE USED FOR ERECTION PURPOSES. IF FlE[�j;J:ESL Aj � j)'g &OP DRAWINGS SHALL INCLUDE ALL DETAILS FOR THE PROPOSED FIELD SPLICES. �Y Qd 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. APX PR M NO.: 18-0193.03 DRAWN BY: C. BELD " CHECNE) BY: - M ABBEY THIS DRAWNC 0 COPYRIDMm AND Is AND/OR THE INFORMATION CONTAINED IN 'B 6 FORBIDDEN WITHOUT THE WRBIEN PERMISSION OF THE OWNER. apx ENGINEERING GROUP 3100 W MDE CWVE, SUITE EIS Ml A . it =27 (93) 744-IWB CERfIF n OF AUMORRATDN 3191E -Y at&t MI W SUNRLSE BOUIF/MD P AVON. F. M322 no GENERAL NOTES GENERAL NOTES I11 STEEL NOTES 3 1 T2 DALE EXISTING 300't SELF—SUPPORT TOWER EXISTING EMPTY CONCRETE PAD (TYP.) EXISTING GENERATOR ON CONCRETE PAD EXISTING SPRINT COAX BRIDGE EXISTING AT&T COAX BRIDGE EXISTING AT&T EQUIPMENT CABINET ON CONCRETE PAD (TYP. OF 4) EXISTING AT&T RRUS-12 (TYP. OF 3) (STACKED) 2 PROPOSED AT&T RRUS-914 4478 OW. OF 3) (STACKED) EXISTING AT&T GPS ANTENNA (TYP. OF 2) EXISTING AT&T URLTTY H—FRAME PROPOSED AT&T GABLES OPPROXBFATE LEN7ft SECTOR C 4. 2DO'f) *I I EXISTING LP TANK ON CONCRETE PAD EXISTING 6' HIGH CHAIN —LINK FENCE W/ 3—STRAND BARBED WIRE L EXISTING SPRINT EQUIPMENT CABINET ON CONCRETE PAD (TYP. OF 2) (COMPOUND PLAN. r--x—x— x I I x x x —/ x^J` ON x-x-x-x-x-x4-x-x-x-x - I x x x I Lx-x—XJ x—x—x -x -x -I A/C x EXISTING - SPRINT EQUIPMENT A/C SHELTER is EXISTING O VERIZON WIRELESS LJ� EQUIPMENT SHELTER EXISTING 6' WIDE GATE (TYP.) EXISTING SPRINT UTILITY H—FRAME • - - EXISTING SPRINT COAX .. - BRIDGE - EXISTING VERIZON WIRELESS COAX BRIDGE - EXISTING T—MOBILE COAX BRIDGE A/C EXISTING T-MOBILE EQUIPMENT CABINET MOUNTED ON CONCRETE PAD (TYP. OF 3) x - EXISTING GENERATOR - ON CONCRETE 'PAD -x-%-x-x xJ l EXISTING T-MOBILE UTILITY H-FRAME a ee—n F� _ 1 LAP% PROJECT N0.: 1 18-016103 DRAWN BY: C. BEUD CHOKED. BY; N. ABBEY apx e NclneeeiNc c.eoui O4Do WIESDE DRNE, SURE 525 KII4 . a M027 (951) 7M-16Oe OWOFMI OF AUDIORRADON 31948 Is- at&t =1 W S ME BDUL MD PLAN AIOON. R O]022 DATE OF OF 0 COMPOUND PLAN wm RON C1 EXISTING AT&T ANTENNA MOUNT (b (11P. OF 3) EXISTING VERIZON WIRELESS ANTENNAS EXISTING AT&T RRUS-11 (TYP. OF 3) EXISTING AT&T SQUID FIBER DISTRIBUTION UNIT (TYP. OF 2) EXISTING SPRINT ANTENNAS EXISTING 300'f SELF SUPPORT TOWER EXISTING AT&T - RRU-32 (TYP. OF 3) EXISTING AT&T ANTENNA - EXISTING T-MOBILE ANTENNAS (TYP. OF 9) EXISTING SPRINT ANTENNAS EXISTING AT&T RRU-32 - B2 (TYP. OF 3) RAD CENTER OF EXISTING AT&T ANTENNAS - EL 156't him, REFER TO CURRENT RFDS FOR EQUIPMENT MODELS. EXISTING ANTENNA PLAN EXISTING 300't- - SELF-SUPPORT TOWER - EXISTING AT&T ANTENNA MOUNT - - = (TYP. OF 3) --- - _ - .- - PROPOSED AUT RRUS-442a - -_ e2 C3 - IM -(IYP: OF 3) EXISTING AT&T RRUS-11 (TYP. OF 3) - EXISTING AT&T SQUID HSER - - - - DISTRIBUTION UNIT - - OF 2) EXISTING 300'.+ SELF - SUPPORT TOWER 3 PROP05ID,AT&T.DC-2 FIBER C3 D6IWBUTION UNIT CM. OF 2) GRADE Rik EXISTING AT&T RRU=32 (TYP. OF 3) PROPOSED AT&T ANTENNA — - (TYP. OF 9) 1. PRIOR TO CONSTRUCTION, CONTRACTOR SHALL ADVISE MASTEC CONSTRUCTION MANAGER OF THE PROPOSED AT&T — ESRMATED SITE DOWN TIME -- RRU-32 B2 2. THIS DRAWING IS INTENDED TO DEPICT THE GENERAL LOCATION AND HEIGHT Of THE PROPOSED (TYP. OF 3) ANTENNAS ON THE EXISTING TOWER. CONSTRUCTION SHALL NOT PROCEED UNTIL A. STRUCTURAL b2m, ANALYSIS REPORT HAS BEEN COMPLETED BY A PROFESSIONAL ENGINEER REGISTERED IN THIS STATE, CONCLUDING THAT THE EXISTING TOWER IS STRUCTURALLY ADEQUATE TO RESIST THE EXISTING AND REFER TO CURRENT RFDS FOR EQUIPMENT PROPOSED LOADS. _ - .. .. MODELS. ELEVATION '® 1 .PROPOSED ANTENNA PLAN P1' ELEV. 156t ELEV. 156t Y. Is IT IF A ap A� mA SENOR ENGINEERING GROUP 310E W MDE DM WTIE 525 141 W, RMD22 (951) 7H-109 CMF=M OF ADIIIORNAMN 3194B Nrs . 2 OP at&t al W Smim Acumm) An N. FL-M3= No • T E OF r0NAl- E �`�, i OF SIGNANREi m. &JA RD ELEVATION AND ANTENNA PLANS �31 1 C2 EXISTING ANTENNA MOUNT MEMBER (TYP.) PROPOSED RRU OON?DL =13 RRU-2-15 APPROVED EQUAL (TYP.) PROPOSED WO A325 BOLT AND NUr (IV.) 0 4/16/ DA2 MT' An 2;/7A 61 �4 C. min M. ABBEY. Fumm AND Is PROPOSED FIBER AND DO CABLE --� AN R tr 000THE ROUTED TO PROPOSED RRH UNITS (1) RBIDDM OLrr THE WRUEN PEFW=N OF THE OWNEP �-J�PROPOSED AT&T ROSENBERGER SINGLE PAR POWER RRU Cn?.) CABLES PARE/ WR-VG82ST-BM AND (1) ROSENBERGER SINGLE PAIR RBER -EXISTING COAX BRIDGE CABLE PART u Fi-Loas-635-5m POST CrYP- PROPOSED FIBER AND Or CABLE ROUTED EXISTING PIPE (TYP.) FROM EQUIPMENr. (2) U". ROSENBERSER -THREE PAR.px CABLES PARrf .. WR-`VGSSSr-BRD AND. (1) AN (4. ROSENBERGER . 18-PAIR FIBER GAME PARE/ ENGIN EERING GIROUP. NOTES•FEI-LOBB-034-75000) I. UNIT SHALL BE MOUNTED AS PER � (9u) 74�1 MANUFACTURER'S RECOMMENDATIONS.1. UNIT SHALL ALL BE MOU . NTED.AS PER MANUFACTURER'SCVM�X OF AUTHD�WN 319 RECOMMENDATIONS. 48 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' CON. MON AS DEFINED -BY AISC. S. CONTRACTOR SHALL INSTALL RAYCAP DISTRIBUTION UNIT WITHIN 15 FEET FROM ALL RRH'S. 1 RRU MOUNTING DETAIL NTB 2 SURGE SUPPRESSOR- MOUNTING DETAIL Iaw moo w WNMSE,BOIAEyMD Of ER FIBER OR DC %% EIV BUNDLE' Z 0, 10 . * I USED) NOT Rb ENYI ENT DRIVE PIMMUFL RM SHEEr NAME GoID, C,� v 9 A - voc" cc DETAILS 00 5,1. FIBER AND DC CABLE MOUNTING DETAIL NTs 6) C3 DATE ) EGEND- \ A SECTOR GROUND BAR (TYP) \O J B COLLECTOR GROUND BAR \ C ANTENNA D SINGLE PAR FIBER & DC POWER E 1/2' JUMPER CABLE (Tp) F MOUNT PIPE G DC POWER & FIBER TO RAYCAP UNIT H REMOTE. RADIO UNIT (RRU) (IF APPUCABLE) I DC6 RAYCAP SURGE SUPPRESSOR (IF APPLICABLE) J $2 AWG SOLID BARE OR JACKETED TINNED COPPER (TYp.; I NOTES- .-.I, 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 OC 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. EXISTING GROUNf BAF $2 AWG SOLID BARE OR JACKETED TINNED COPPER (TYP.) 34' SS WASHER %"044* SS BOLT ,o ' SS WASHER SS LOCK WASHER SS NUT NOTES- I. UTILIZE 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 NTS 2 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 APERIOD OF ONE YEAW, 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 (I.E., RIGID PVC SCHEDULE 40. OR RIGID PVC SCHEDULE BO FOR LOCATIONS .SUBJECT TO PHYSICAL DAMAGE) SHALL BE USED FOR EXPOSED INDOOR LOCATIONS. 5. LIQUID -TIGHT FLEXIBLE METALUC CONDUIT (UQUID—TITE FLEX) SHALL. BE USED INDOORS AND OUTDOORS, WHERE VIBRATION OCCURS OR FLEXIBILITY 1S 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 .SHALLR GALVANIZED OR .EPDXY —COATED .SHEET STEEL, SHALL MEET OR EXCEED UL 50. AND 1 NEMA 1 (OR -BETTER) INDOORS, OR NEMA 3R (OR BETTER) OUTDOORS �k B. METAL RECEPTACLE, SWITCH, AND DEVICE BOXES SHALL BE GALVANIZED, EPO NON —CORRODING; SHALL MEET OR EXCEED. UL 514A AND NI OS 1; AND (OR BETTER) INDOORS, OR WEATHER PROTECTED (WP OR BETTER) OUTDOORS .^ �I' p 9. NCNMETA RECEPTACLE. SWITCH. AND DEVICE BOXES SHALL MEET OR EXCEED S+ET AND RATED NEMA 1 (OR BETTER) INDOORS, OR WEATHER PROTECTED (Wp B OUTDOORS, _ 10. CONTRACTOR SHALL REFER TO AT&T GROUNDING AND BONDING PRACTICE TP-76416. APX L. U. A apx GINRRRING GROUP 3100 lA moi DRNE, SURE S33 NtI , R 3 7 (ass) Tu-IA a aut MI W SUNRISE ROUMV D P AT . R 3331 U . F •:�� T DATE OF DETAILS I SHEET NU4 ANTENNA _GROUN.DI.NG SCHEMATIC (TYR) Nrs 1 GROUNDING NOTES C4 3 [REV I. DATE I DEsCWP1I0N —11 ANIFNMPGSmWEI AMEfNAPD5mW03 ANIEEPLA POSIDW o4 NRETlNP mfl AMplLAPoSDIWES A4iE1NAP09f #4 ROTES: I. CONTRACTOR SHALL USE ERICSSON PROVIDED DC POWER CABLE CONNECTOR. I. CONTRACTOR SHALL REMOVE EXISTING UNUSED COAL( AS NEEDED TO CREATE SPACE FOR PROPOSED CABLES. 4 20A LTE 1Z = DIGITAL UNIT 7 WCS RRH 700 L H — PCS RRH — AWS RRH Foa R�V,EVWE P`,A�.1c NoNo I Emil . sv �0�G 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) FOR SECTORS A AND B. 4. RAYCAP FIBER AND DC DISTRIBUTION UNIT (DC2-48-60-0-9E) FOR SECTOR C. 5. #8 AWG CONDUCTORS. 6. PROVIDE (2) 6-CONDUCTOR A AWG BUNDLES FOR DC POWER FROM RACK MOUNTED RAYCAP SURGE PROTECTION UNIT TO THE RAYCAP FIBER AND DISTRIBUTION UNIT ON TOWER. 7. PROPOSED FIBER AND DC CABLE ROUTED TO PROPOSED RRH UNITS. M BF11D M. ABBEY THIS THE 1 Is PF A apx ENGINEERING GROUP 300 WtL40E DM S 525 NIflAPM. R 3]02) (954) 74h19B CE 04W 0! AUDE)RWT10N 31EM IS aut E501 V SUMDSE BgRE MD P ATpN. R M322 V_DATE OF SIGNATDTtEi ' 1/16/tad MIDWAY RD m9gr oeIVE M981 NAME ELECTRICAL DETAILS SKMT 1 NUMBER DC RISER DIAGRAM 2 I E1 IED :EEV 6 I�'9c� Lunty, permltting at&t MIDWAY R D (FA 10048909) SCANNED py Lucie St. Lucie County 5690 ENVIRONMENT DRIVE FORT PIERCE, FL 34981 LTE 6C FIRSTNET/ 5th CARRIER OVERLAY LOCAL MAP PROPERTY SUMMARY PROJECT DESCRIPTION INDEX OF DRAWINGS - _ - _ -- - - Oi e' ' ,e - � C srrE LocAno - -- - / -- - s uutE GIMNN N W]G1E WlS FOUO 3406-501-0040-000-5 PROPERTY OWNER FCC ENWORNMENTAL, LLC. 2175 POINT BOULEVARD SUITE 375 ELGIN, IL 60123 LATITUDE 27.379591' INWIRELESS LONGITUDE 80.382100' W ZONING JURISDICTION ST LUCIE COUNTY TOWER OWNER- AMERICAN TOWER CORPORATON 1. THE WIRELESS COMMUNICATIONS FACILITY IS NOT INTENDED FOR HUMAN OCCUPANCY. 2. THIS FACILITY DOES NOT REQUIRE POTABLE WATER AND WILL NOT PRODUCE ANY SEWAGE. 3. CONTRACTOR SHALL VERIFY ALL PLANS AND EXISTING DIMENSIONS AND CONDITIONS ON THE JOB SITE AND SHALL IMMEDIATELY NOTIFY THE ENGINEER IN -WRITING OF ANY DISCREPANCIES BEFORE PROCEEDING WITH THE WORK OR BE RESPONSIBLE FOR SAME 4. THE SCOPE OF WORK CONSISTS OF PROPOSING A INSTALLATION: INSTALLATION OF (3) NEW RRUS (REMOTE RADIO UNITS) - AT ANTENNA AREA INSTALLATIONS OF (3) NEW RRUS (REMOTE RADIO UNITS) AT CABINEr AREA INSTALLATION OFF (2) NEW SURGE SUPPRESSOR SHTNO. DESCRIPTION NO. T7 TTI'LE SHEEP 0 T2 GENERAL NOTES 0 Cl COMPOUND PLAN 0 C2 ELEVATION AND ANTENNA PLANS 0 C3 DETARS 0 C4 DETAILS 0 AN-1 ANTENNA SCHEDULE 0 E7 DC ELECTRICAL DETAILS 0 VICINITY MAP 1` ®c7 4 SITE LOCATION, dp tro.`c' D m, 'r DESIGN CRITERIA CODE COMPLIANCE _ DESIGN WIND SPEED: 158 MPH (ULTIMATE, 3—SECOND GUST) 122 MPH (NOMINAL, 3—SECOND GUST) EXPOSURE C RISK CATEGORY: II OPEN STRUCTURE ALL WORK AND MATERIALS SHALL BE PERFORMED AND INSTALLED IN ACCORDANCE WITH THE CURRENT EDITIONS OF THE FOLLOWING CODES AS ADOPTED BY THE LOCAL GOVERNING AUTHORTIES. NOTHING IN THESE PLANS IS TO BE CONSTRUED TO PERMIT WORK NOT CONFORMING TO THESE CODES. 1. FLORIDA BUILDING CODE, 6th EDTITON (2017). 2. NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) 70-14, NATIONAL ELECTRICAL CODE, 2014 EDITION. 3. ASCE 7-10. 4. TIA-222—G WITH ADDENDUM 1, 2, 3 & 4 APPLICABLE STANDARDS. 5. LIFE SAFETY CODE NFPA-101 —2015. 6. FLORIDA FIRE PREVENTION CODE, 6th EDTITON (2017). 7. AMERICAN INSTITUTE OF STEEL CONSTRUCTION (RISC) 360-10 AND 341-10. B. UNDERWRITERS LABORATORIES (U.L) APPROVED ELECTRICAL PRODUCTS. 9. ONTY LCAL JURISDICTIONALREQUIREMENTS. RF DESIGN VERIFICATION DESIGN BASED ON RFDS #2110021 DATED 12/13/17. CONTRACTOR SHALL REQUEST CURRENT RFDS AND CURRENT WORKBOOK FROM MASTEC NETWORK SOLUTIONS CONSTRUCTION MANAGER PRIOR TO CONSTRUCTION .l" A (� r— a ci REV DATE DESCRIPTION A 2/2/16 PRELMINARY 0 4/16/19 FOR PERMIT API( PROJECT N0'. 16-0163.03 DRAWN BY: C. BELLO CHECKED 6Y: M. ABBEY THIS DRAWING IS COPYRIGHTED AND IS THE SOLE PROPERTY OF THE OWNER IT IS PRODUCED SOLELY FOR USE BY THE OWNER AND ITS AFFILIATES. REPRODUCTION OR USE OF THIS DRAWING AND/OR THE INFORMATION CONTAINED IN R IS FORBIDDEN WITHOUT THE WRITTEN PERMISSION OF THE OWNER A 10 ENGINEERING G0.0UF 3900 MESIDE )RV SUITE 525 MIRAMAR, R MD27 (954) 744-INB CERTIFICATE OF AUMORGATIJN 31948 aw .01 W SUNRISE DDUTEVARD RANTATWN, R 33022 219 E OF '41J Al - DATE F OF SIGNAlumATUR 4/16/19 MIDWAY RD 5690 ENVIRONMENT DRIVE FORT PIERCE. FL 34981 TITLE SHEET T1 1. FOR THE PURPOSES OF THESE CONSTRUCTR )AWINGS, THE FOLLOWING DEFINITIONS SHALL APPLY" OWNER - AT&T MOBILITY ENGINEER - APX ENGINEERING GROUP, LLC. CONTRACTOR - GENERAL CONTRACTOR (CONSTRUCTION) 2. 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. 3. A 20-FOOT HORIZONTAL CLEARANCE DISTANCE SHALL BE MAINTAINED FROM ALL EXISTING POWER LINES. 4. THE CONTRACTOR'S USE OF A CONSTRUCTION STAGING AREA SHALL BE COORDINATED WITH THE OWNER WELL IN ADVANCE OF THE CONSTRUCTION START DATE. 5. 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. 6. 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. 7. 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. B. THE CONTRACTOR SHALL OBTAIN, PAY FOR AND DELVER 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. 9. THE CONTRACTOR'S OPERATIONS SHALL BE CONFINED TO AREAS OF NEW CONSTRUCTION. 10. 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 TIER ORIGINAL CONDITION OR BETTER UPON COMPLETION OF ALL 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 HAZARD FREE, REMOVING ALL WASTE, DEBRIS AND TRASH FROM THE SITE AND DISPOSING OF SAME IN A LEGAL MANNER. (2) UPON COMPLETION, LEAVE THE PREMISES IN A CLEAN CONDITION AND FREE FROM PAINT SPOTS, DUST, OR SMUDGES OF ANY NATURE 12. 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. 13. ALL WORK PERFORMED AND MATERAS-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 UTURY COMPANY SPECIFICATIONS AS WELL AS LOCAL AND STATE CODES, ORDINANCES AND APPLICABLE REGULATIONS. 14. 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.WTTH THE OWNER'S AUTHORIZED REPRESENTATIVE. 15.- 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. 1. THE APPROPRIATE UTILITY LOCATING SERVICES SHALL BE CONTACTE, OR TO THE START OF CONSTRUCTION IN ORDER RIFY THE EXACT LOCATION OF ALL EXISTING UNDERGROUND UTILJTIES. ' 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 UTUTES 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 MFISURES,IF REQUIRED DURING CONSTRUCTION, SHALL BE IN CONFORMANCE WITH THE LOCAL GUIDEUNES FOR EROSION AND SEDIMENT CONTROL B. THE SUB -GRADE SHALL BE COMPACTED AND BROUGHT TO A UNIFORM GRADE PRIOR TO FINISHED SURFACE APPLICATION. 9. BACKFILL SHALL CONSIST OF CLEAN SAND FILL APPROVED FOR USE BY THE ENGINEER. NO UNAPPROVED MATERIAL WILL BE ALLOWED. CLEAN SAND FILL SHALL BE FREE OF ALL ROOTS, BOULDERS, OR OTHER DELETERIOUS MATERIAL 10. THE CONTRACTOR SHALL RESTORE ALL DISTURBED AREAS TO EQUAL TO OR BETTER CONDITION THAN ORIGINAL 11. SITE SIGNAGE SHALL BE PROVIDED IN ACCORDANCE WITH THE TECHNICAL SPECIFICATIONS FOR SUCH SIGNAGE AS MAY BE CONTAINED IN THESE DRAWINGS. SITE WORK NOTES 2 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 AT 23 AND ASTM A153 STANDARDS. E. ALL -STRUCTURAL PIPE MEMBERS SHALL -BE ASTM A500 GRADE B (Fy=42ksi), AND 'HOT DIPPED' GALVANIZED IN ACCORDANCE WITH ASTM A123 AND ASTM A153 STANDARDS. F. ALL NON-STRUCTURAL PIPE MEMBERS SHALL BE ASTM A53 GRADE B. AND 'HOT DIPPED' GALVANIZED IN ACCORDANCE WITH ASTM A123 AND ASTM A153 STANDARDS. 2. DESIGN, FABRICATION, AND -CONSTRUCTION .OF ALL CONNECTIONS SHALL CONFORM TO AISC STEEL CONSTRUCTION MANUAL 3. WELDING: A. ALL WELDS, WELDERS, AND WELD INSPECTIONS SHALL CONFORM TO THE REQUIREMENTS OF AWS D 1.1. LATEST REVISION. B. ALL WELDS SHALL BE MADE WITH E70XX LOW HYDROGEN ELECTRODES. C. ALL STEEL SHALL BE SPRAY GALVANIZED AFTER WELDING. 4. ALL BOLTS SHALL BE GALVANIZED %" DIAMETER, A325-N, UNLESS NOTED OTHERWISE AND TIGHTENED TO A "SNUG TIGHT" COND ON 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 XiAT THERE WILL NOT BE CONFLICT WITH THE REINFORCEMENT WHEN INSTALLING ANCHORS. THE ANCHORS SHALL BE INSTALLED PE MANUFACTURER'S INSTRUCTION. 7. THE CONTRACTOR/STEEL FABRICATOR SHALL CONFORM TO THE MINIMUM EDGE DISTANCE REQUIREMENTS IN ACCORDANCE WITH THE AISC MANUAL OF STEEL CONSTRUCTION. B. ALL STRUCTURAL STEEL SHALL BE FABRICATED TO FIT AT BOLTED CONNECTIONS WITHIN )(6 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 SPUCES 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. [GENERAL NOTES 1 1 1 STEEL NOTES 13 J REV DATE DESCRIPTION A 2/2/18 PREQMINARY 0 4/16/19 FOR PERMIT APX PROJECT NO.: 18-0163.03 DRAWN BY: C. BELLE CHECKED BY: M. ABBEY THE 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 W R IS FORBIDDEN WITHOUT THE WRITTEN PERMISSION OF THE OWNER A 1:3AM px ENGINEERING GROUP ]900 W aIDE DRNE, SUHE 525 MIRAMAR, R 33D27 (954) 744-1538 CERTIFICATE OF AUTHORRATIDN 31945 aut 96Dt W .RISE ROUI£VARD PLANTATION. R 33372 ♦♦g () N A 14, DATE OF SIGNANRU- 4/16/19 MIDWAY RD 5690 ENVIRONMENT DRIVE FORT PIERCE FL 349B7 SHEET NAME GENERAL NOTES SHEET NUMBER T2 [REV I DATE I DESCRIPDON EXISTING 300't SELF-SUPPORT TOWER X — % — X — X — X — % — % — X — x J L % — X — X L % — X — X — X — % EXISTING EMPTY CONCRETE PAD (TYP.) " _ • _ x x A/C x EXISTING SPRINT r' EXISTING GENERATOR ON CONCRETE PAD EQUIPMENT�� ❑ ', x SHELTER ' EXISTING SPRINT COAX BRIDGE x .: EXISTING X r VERIZON WIRELESS EQUIPMENT SHELTER T.aX EXISTING AT&T COAX BRIDGE EXISTING AT&T EQUIPMENT CABINET ON CONCRETE PAD (TYP. OF 4) EXISTING AT&T RRUS-12 (TYP. OF 3) (STACKED) 2 PROPOSED AT&T RRUS-1314 C3 447B (IYP. OF 3) (STAC1®) EXISTING AT&T GPS ANTENNA (TYP. OF 2) EXISTING AT&T UTILITY H-FRAME PROPOSED AT&T CABLES (APPROXIMATE. LENGTHS: SECTOR C - 2OO'f) EXISTING LP TANK ON CONCRETE PAD EXISTING 6' HIGH CHAIN —LINK FENCE W/ 3—STRAND BARBED WIRE EXISTING SPRINT EQUIPMENT CABINET ON CONCRETE PAD (TYP. OF 2) T Y%x'\ / -- <- X EXISTING 6' WIDE GATE (TYP.) EXISTING SPRINT UTILITY H-FRAME EXISTING SPRINT COAX BRIDGE EXISTING VERIZON WIRELESS COAX BRIDGE EXISTING T-MOBILE COAX BRIDGE EXISTING T-MOBILE EQUIPMENT CABINET MOUNTED ON CONCRETE PAD (TYP. OF 3) X EXISTING GENERATOR ON CONCRETE PAD -X—%-X—X—X—X X—X—X—X - - --X—X—X-X XJ EXISTING T—MOBILE UTILITY H—FRAME EXISTING GENERATOR ON CONCRETE PAD API( PROJECT NO.: 1B-0163.03 DRAWN BY: C. SEllD CHECRID 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 US AFFILIATES. REPRODUCTION OR USE OF THIS DRAWING AND/OR THE INFORMATION CONTAINED IN R IS FORBIDDEN WITHOUT THE WRBTEN PERMISSION OF THE OWNER A apx ENGINEERING 3400 WCESIDE ORNE. SURE 525 MIPAN4A. R 33027 (954) 744-1535 CER CATE OF AUMORIZATION 3194E at&t 8601 N SUNRISE 6000YARD R A=N. R W322 Ozg2 7 Q : O= E OF : /(/ Ofa��p'�jN i. �0NALE��`. `DATE OF SIGNATURE-- 4/16/19 MIDWAY RD 5690 ENYIRONMa DRIVE FORT PIERCE FL 34991 SHEET NAME COMPOUND PLAN C1 COMPOUND PLAN '® 1 I I \I EXISTIN( mL0,K* d111: EXISTING AT&T ANTENNA MOUNT (b (TYP. OF 3) EXISTING AT&T RRUS-11 (TYP. OF 3) EXISTING AT&T SQUID FIBER DISTRIBUTION UNIT (TYP. OF 2) EXISTING 300'f SELF SUPPORT TOWER EXISTING AT&T RRU-32 (TYP. OF 3) EXISTING AT&T ANTENNA (TYP. OF 9) EXISTING AT&T RRU-32 B2 (TYP. OF 3) NmE( REFER TO CURRENT RFDS FOR EQUIPMENT MODELS. EXISTING ANTENNA PLAN d1� EXISTING AT&T ANTENNA MOUNT s�,V?\,\\/ (TYP. OF 3) - - ---/-2'*N PROPOSED AT&T RRUS-4426 C3 B66 MEP. OF 3) EXISTING AT&T RRUS-11 (TYP. OF 3) EXISTING AT&T SQUID FIBER DISTRIBUTION UNIT (TYP. OF 2) NOS 1. PRIOR TO CONSTRUCTION, CONTRACTOR SHALL ADVISE MASTEC CONSTRUCTION MANAGER OF THE ESTIMATED SITE DOWN TIME. 2. THIS DRAWING IS INTENDED TO DEPICT THE GENERAL LOCATION AND HEIGHT OF THE PROPOSED ANTENNAS ON THE EXISTING TOWER. CONSTRUCTION SHALL NOT PROCEED UNTIL A STRUCTURAL ANALYSIS REPORT HAS BEEN COMPLETED BY A PROFESSIONAL ENGINEER REGISTERED IN THIS STATE, CONCLUDING THAT THE EXISTING TOWER IS STRUCTURALLY ADEQUATE TO RESIST THE EXISTING AND PROPOSED LOADS. ELEVATION D® EXISTING 300't SELF SUPPORT TOWER 3 PROPOSED AT&T DC-2 FIBER C3 DISTRIBUTION UNIT (TYP. OF 2) EXISTING AT&T RRU-32 (TYP. OF 3) PROPOSED AT&T ANTENNA (TYP. OF 9) PROPOSED AT&T RRU-32 B2 (TYP. OF 3) N=l REFER TO CURRENT RFDS FOR EQUIPMENT MODELS. 1 PROPOSED ANTENNA PLAN 00 O. ♦O 54a, ELEV. 156t ELEV. 156t REV DATE DESCRIPTION A 2/2/18 PRELIMINARY 0 4/I6/19 POR PERMIT AP% PROJECT NO- 16-0T63.U3 DRAWN BY: C. BELLO CHECKED BY: M. ABBEY THIS DRAWING IS COFYRIGHIED AND 0 THE SOLE PROPERTY OF THE OWNER. IT IS PRODUCED SOLELY FOR USE BY THE OWNER AND ITS AFFIGAIl . REPRODUCTION OR USE OF THIS DRAWING AND/OR THE INFORMATION CONTAINED IN IT IS FORBIDDEN WTIHOUT THE WRITTEN PERMISSION OF THE OWNER. A ENGINEERING GROUP SWO W MIDE DRIVE. S11GE 525 MIRAMM. R 33027 (954) 744-IMB CERDRCATE OF AURIORUXNON 31948 2 aut 8601 W SUNRISE 9000NARO PLANTATION, FL 3332Y VS11EOF .41 DATE OF SIGtN111REe - 4/16/19 MIDWAY RD SfCTp > R B 5690 ENVIRONMENT DRIVETO$• FORT PIERCE, FL 34981 ELEVATION AND ANTENNA PLANS NTST31 1 C2 (NOT USED 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. 1 RRU MOUNTING DETAIL AT&T APPROVED BRACKET ! PER RRU) AT&T I :OAX BRIDGE 'IPE (TYP.) NTS2 EXISTING ANTS, u'MOUNT Mwimiix (TYP.) PROPOSED RRU CONNX. (CONNECT—R Mo% RRU-2-15 BRACKET KIT, OR APPROVED EQUAL (TYP.) PROPOSED )¢'/ A325 BOLT AND NUT (INP.) PROPOSED AT&T SUPPRESSOR PROPOSED FIBER AND DC GABLE ROUTED TO PROPOSED RRH UNITS (1) ROSENBERGER SINGLE PAIR POWER CABLES PART/ WR—VG82ST—ORDA AND (1) ROSENBERGER SINGLE PAIR FIBER GABLE PART/ FB—L98B-035-5000 MP. PER RRH) PROPOSED FIBER AND DC GABLE ROUTED FROM EQUIPMENT. (2) %' ROSENBERGER THREE PAIR POWER GABLES PARE/ WR—VG86SE—BRD AND (1) ROSENBERGERf18—PAIR FIBER CABLE PARr NOTES: - FB—L98B-03/-75000) 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. SURGE SUPPRESSOR MOUNTING DETAIL 3 DC IPPORT BLOCK APPROVED EQUAL) REV I DATE I DESCRIPTION APR PRCUOT NO.: 18-0163.03 DRAWN BY: C. BELLO CHECKED BY: M. ABBEY THIS DRAWING IS COPYRIGHTED AND 15 THE SOLE PROPERTY OF THE OWNER- IT IS PRODUCED SOLELY FOR USE BY THE OWNER AND ITS AFFILIATES. REPRODUCTION OR USE OF THIS DRAWING ANC/OR THE INFORM47ION CONTAINED IN ITS FORBIDDER WITHOUT THE WRITTEN PERMISSION OF THE OWNER A apx ENGINEERING ceouA WO IAXESIOE DM SURE 525 MITI . R 33027 (95) 7H-1538 at&t 9601 W SUNRISE 6011UVAR0 P ARON• R 33322 O/q2 GATE OF SIGNAWRE 4/16/19 MIDWAY RD 5690 ENVIRONMENT DRIVE FORT PIERCE FL 3081 DETAILS OT USED) 4 1 (NOT USED) 5 1 FIBER AND DC CABLE MOUNTING DETAIL I (REV I DATE I DESCRIPTION 1 0 \TIT' O�Z F I \\\ \ H\\\\ r H d �I II LEGEND, IIII A SECTOR GROUND BAR (TYP) \O I I I B COLLECTOR GROUND BAR C ANTENNA D SINGLE PAIR FIBER & DC POWER \\ I I I - - -- ---- -O - _ - - E 1/2' JUMPER CABLE (TYP) F MOUNT PIPE G DC POWER lc FIBER TO RAYCAP UNIT H REMOTE RADIO UNIT (RRU) (IF APPLICABLE) I DC6 RAYCAP SURGE SUPPRESSOR (IF APPLICABLE G J j)2 AWG SOLID BARE OR JACKETED TINNED COPPER (TYP.) 'T:A \ 1 11 NOTES, 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.) L IW INU UKUUINU BAR g2 AWG SOLID BARE OR JACKETED TINNED COPPER (TYP.) %- SS WASHER i4"x34 SS BOLT Ice 0 o W SS WASHER ' SS LOCK WASHER SS NUT NOTES, _ 1. UTILIZE 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 Nm1 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 RE WRAPS SHALL BE CUT FLUSH WITH APPROVED CUTTING TOOL TO REMOVE SHARP EDGES. 4. ELECTRICAL METAWC TUBING (EMT) OR RIGID NONMETAWC 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 METAWC CONDUIT (UQUID-TTTE FLEX) SHALL BE USED INDOORS AND OUTDOORS, WHERE VIBRATION OCCURS OR FLEXIBILITY IS NEEDED. I 6. WIREWAYS SHALL BE EPDXY -COATED (GRAY) AND INCLUDE A HINGED COVER, DESIGNED TO SWING OPEN DOWNWARD; SHALL BE PANDUIT 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. 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. 10. CONTRACTOR SHALL REFER TO AT&T GROUNDING AND BONDING PRACTICE TP-76416. NTsI 1 1 GROUNDING NOTES APX PROJECT NO.: 1B-0163.03 DPAWN BY: C. BE LO Ill CHECKED BY: 11. ABBEY T IS DRAWING IS GOPYRIGHTET AND IS apx ENGINEERING GROUP MO WMIDE DRIVE, SUIT: 525 MIRAPAR, FL 3302E (954) 744-1530 CERI TE OF AUMORPATION 31948 at&t 6501 W SUNRISE 80ULL ARD PIAMAMN. R MO3 *; O :* T TE F 4V �ORIOP�\�� DATE OF SIGNATIRE: - 4/16/19 MIDWAY RD 5690 ENMRONMENT DRIVE FORT PIERCE FL 349B1 SHEET NAIVE DETAILS SHEET NUMBER 3 C4 qC / FIBER DEMARCATION BOX DC / FIBER DEMA, . riON BOX RAYCAP DC FIBER DEMARCATION BOX CABLES RAYCAP DC FIBER DEMARCATION BOX CABLES MOUNTING HEIGHT MODEL OUANRfI' MODEL SIZE I QUANfffY LENGTH PER LINE MOUNTING HEIGHT MODEL OUANTRY MODEL SIZE QUANiT1Y LENGTH PER LINE t155'-0' DC6-48-60-18-BF 2 ROSENBERGER (18) PAIR FIBER TRUNK 3/8" 2 (� f155'-0' DC2-48-60-0-9E 2 ROSENBERGER (18) PAIR FIBER TRUNK 3/8" 2 *200'-0' (6) �S AWG CONDUCTOR SHIELDED DC CABLE 3/4" 4 (E) (6) AWG CONDUCTOR SHIELDED DC CABLE 3/4" 4 1 f200'-0' ANTENNA AND COAX SCHEDULE ANTENNA CABLES RRU A2 TMA DIPLE)(ER SECTOR AZIMUTH RAD CENTER ANTENNA ANTENNq MODEL ANTENNA MECH powNnLT ELECT DOWNnLT CABLE MODEL SIZE N OF CABLE LENGTH PER LINE COLOR CODE. MODEL OTY ON. MODEL QTY. MODEL TOWER GROUND ALPHA (Al) 345' 155'-0" KATHREIN 80010864 - - ROSENBERGER FIBER JUMPER DC6 TO RRU 3 8" 1 15' 1 RED RRUS-32 1 2 ROSENBERGER SINGLE PAIR DC CABLES DC6 TO RRU 7 16" 1 15' RRUS-12 G 1 - - - - - - i 2" COAX JUMPER RRU TO ANTENNA 1 2', 6 10• _ _ _ _ _ _ _ _ 1-5 8" COAX 1-5 8" 2 E ALPHA (A2) ALPHA (A3) 345' 155'-0' KATHREIN 80010864 1 - - ROSENBERGER FIBER JUMPER DC6 TO RRU 3 8" 2 15' 3 RED RRUS-11 1 ROSENBERGER SINGLE PAIR DC CABLES DC6 TO RRU 7 16" 2 15' RRUS-32 B2 1 - - - - 77 - 1 2" COAX JUMPER RRU TO ANTENNA 1 2" 6 ip• ALPHA (A4) 345' 155'-0' KATHREIN 80010864 1 - - ROSENBERGER FIBER JUMPER DC6 TO RRU 3 8" 1 15, 4 RED RRUS-4426 B66 1 2 ROSENBERGER SINGLE PAIR DC CABLES DC6 TO RRU 7 16" 1 15' RRUS-814 4478 G 1 - - - - - - 1 2" COAX JUMPER RRU TO ANTENNA 1 2" 6 10' _ - - - - - - - 1 5 8" COAX 1-5 8" 2 E BETA (B1) 105' 155'-0' ANDREW SBNHH-1D85A 1 - - ROSENBERGER FIBER JUMPER DC6 TO RRU 3 8" 1 15' 1 BLUE RRUS-32 1 2 ROSENBERGER SINGLE PAIR DC CABLES DC6 TO RRU 7 16" 1 15' RRUS-12 G 1 - - - - - - 7 2" COAX JUMPER RRU TO ANTENNA i 2" 6 10' 1-5/8- COAX 1-5 8" 2 TE BETA (82) BETA (B3) 105' 155'-0' ANDREW SBNHH-1D85A 1 - - ROSENBERGER FIBER JUMPER DC6 TO RRU 3 8" 2 15' 3 BLUE RRUS-11 1 ROSENBERGER SINGLE PAIR DC CABLES DC6 TO RRU 7 16" 2 15' RRUS-32 82 1 - - - - - - 1 2" COAX JUMPER RRU TO ANTENNA 1 2" 6 10' BETA (134) 105' 155'-0" ANDREW SBNHH-1D65A 1 - - ROSENBERGER FIBER JUMPER (OCIS TO RRU 3 8" 1 15' _ 4 BLUE RRUS-4426 866 1 2 ROSENBERGER SINGLE PAIR DC CABLES DC6 TO RRU 7 16" 1 15, RRUS-B14 4478 G 1 - - - - - - 1 2" COAX JUMPER RRU TO ANTENNA 1 2' 6 10' 1 5 8" COAX 1-5 8" 2 1 E GAMMA (G1) - 225' 155'-0' - ANDREW SBNHH-1D85B 1 - - _ -- ROSENBERGER FIBER JUMPER DC6 TO RRU 3 5 1 1 1 15' GREEN RRUS-32 1 - - - - - 2 ROSENBERGER SINGLE PAIR DC CABLES DC6 TO RRU 7 16" 1g15 RRUS-12 G 1 - - - - - - 7 2" COAX JUMPER RRU TO ANTENNA 1 2" 61 1-5/8- COAX 1-5/8- 2GAMMA (G2)ROSENBERGER (G3) 225' - -155'-0'- ANDREW SBNHH-1D85B 1 - - - -7 FIBER JUMPER DC6 TO RRU 3 8" 2 RRUS-11 1 -ROSENBERGER SINGLE PAIR DC CABLES DC6 TO RRU 2" COAX JUMPER RRU TO ANTENNA 7 16" 1 2" 2 63-GREEN RRUS-32 B2 1 -GAMMA GAMMA (134) 225' 155'-0" ANDREW SBNHH-1D85B 1 - - ROSENBERGER FIBER JUMPER DC6 TO RRU 3 8" 1 15' 4 GREEN RRUS-4426 B66 i 2 ROSENBERGER SINGLE PAIR DC CABLES DC6 TO RRU 7 16" 1 15, RRUS-814 4478 G 1 - - - - - - 1 2" COAX JUMPER RRU TO ANTENNA 1 2" 6 10' 1-5 8" COAX 1-5 8" 2 E - - - - - - - - DELTA (D1) DELTA (D2) DELTA (D3) DELTA (D4) TOTAL EXISTING 9 TOTAL REMOVED 0 TOTA12-0 L REPLACED 0 OVERALL TOTAL 9 TOTAL (ACTIVE) COAX 12 (E) TOTAL 18 0 TOTAL O TOTAL 0 12 LEGEND' (E) = EXISTING/ET (G) = GROUND/CABINET AREA POWER 12 100 JUMPER 54 540' 5/16' CABLES 3 (E) ANTENNA AND COAX SCHEDULE 1 A C3 ENGINEERING GROUP 3400 LAKESIDE ORNE, SUITE 595 MIRAMAR, FL 33027 (954) 744-1533 CERI TE OF AUIHORRAPON 31948 at&t 8601 W SUNRISE SOUL ARO T AMON. n 33311' 0- ER DZ-"!.-.. t E IV I No 19 * T0: AT OF :�QJ DATE OF,SIGNO RE: - E 4/16/19 MIDWAY RD 5690 ENVIRONMENT DRIVE FORT PIERCE. FL 34981 SHEET NAME ANTENNA SCHEDULE SHEET NUMBER AN-1 ANTE3NAFC6MON81 MSL Counties Self Support Tower Alpha & Beta ANTEItUFCSMM93 ANIEtM FVNT1ON04 MSL Counties Self Support Tower Gamma N2iENL1 IrlDN/1 Ni1ENYPO Mfll ANIENLO1® 94 4 2 6 20A SL------- 25A ft - - 30A SL------- --- --- 30A JL- - - - - - y -------- - 20A LTE �L ------ DIGRAL- - - UNIT KEYNOTE LEGEND, 1. -4BV DC POWER PLANT. 1 2. (1) RACK MOUNTED RAYCAP DC SURGE PROTECTOR (DC6-48-60-RM). I 3. RAYCAP FIBER AND DC DISTRIBUTION UNIT (DC6-48-60-18-BF) FOR SECTORS A AND B. 1 4. RAYCAP FIBER AND DC DISTRIBUTION UNIT (DC2-48-60-0-9E) FOR SECTOR C. I� I 1 uerts2mscnl 5. $8 AWG CONDUCTORS. 6. PROVIDE (2) 6-CONDUCTOR #8 AWG BUNDLES FOR DC POWER FROM RACK MOUNTED RAYCAP NOTES, SURGE PROTECTION UNIT TO THE RAYCAP FIBER AND DISTRIBUTION UNIT ON TOWER. 1. CONTRACTOR SHALL USE ERICSSON PROVIDED DC POWER CABLE CONNECTOR. 7. PROPOSED FIBER AND DC CABLE ROUTED TO PROPOSED RRH UNITS. 2. CONTRACTOR SHALL REMOVE EXISTING UNUSED COAX AS NEEDED TO CREATE SPACE FOR PROPOSED CABLES, 1 DC RISER DIAGRAM 12 REV DATE DESCRIP110N A Y/2/te PRELMINARY APX PROJECT NO.: 18-0103.03 DRAWN aY: C. BELLO CHECKED BY. M. ABBEY IT IS FORBIDDEN WITHOUT THE WRITTEN PERMISSION OF THE OWNER A apx eNGlNee LING G0.0UA 3100 IMESIDE DRNE, SUITE 525 MIRA . R W027 (954) 744-1538 CERORGTE OF AUMORI7 MN 31948 aw .1 W SIINRME BWL MD PWRATON, R 333n o 8 �O�• •<OR10P:��(4 /ONAt.11.tE��`�• DATE OF SIGENTURE: - 1t� 4/16/19 IIIUi44_\m:4 5690 ENVIRONMENT DRNE FORE PIERCE. FL 349a1 SHEET NAVE DC ELECTRICAL DETAILS E1