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HomeMy WebLinkAboutConstruction PlansIt, f6A!.E y vs VICINITY MAP T • •Mobile•' 1300 CONCORD TERRACE, SUITE 200 SUNRISE FL, 33323 A2P0105A-PJD/FOX SITE (BU: 5800245) 5041 ST LUCIE BOULEVARD FORT PIERCE, FL 34946 LATITUDE 27028'54.21 "N, LONGITUDE 8002232.71 "W FEB 10 2020 m 6 FROM T-MOBILE II WARD SAWGRASS CORPCRATE ASS CORPORATE PKWY, USE TIE _$ I DID FROM THE RIGHT LANE TO TURN LEFT ONTO W SUNRISE BLVO. USE THE RIGHT 2 LANES TO MERGE ONTO R-869 N NA THE RAMP TO W PALM BEACH, MERGE ONTO R-869 N. USE THE RIGHT 2 LANES TO TAKE EXIT 21A-B FOR RORIDA'S TURNPIKE N, MERGE ONTO RORDA'S TURNPIKE, TAKE EXIT 152 FOR R-70 TOWARD FORT RIERCL/CKEECI,ICBEE CONTINUE STRAIGHT ONTO R-713 N (SIGNS FOR R-TO E 'b W/OKEECHOBEE/VER0 BEACH) TURN RIGHT ONTO COUNTY RD 608 (EAST)/ST LUCIE BLVD, TURN RIGHT ONTO CENTER RD, THE STE WILL BE ON THE LEFT. I DRIVING DIRECTIONS THIS IS AN APPLICATION FOR A' MODIMCATION OF AN EXISTING UNMANNED WIRELESS TELECOMMUNICATION SITE. PROJECT DESCRIPTION ALL WORK AND MATERIALS SHALL BE PERFORMED AND INSTALLED IN ACCORDANCE WITH THE CURRENT EDITONS OF THE FOLLOWING CODES AS ADOPTED BY TIRE LOCAL GOVERNING AUTHORITIES. NOTHING IN THESE PLANS IS TO BE CONSTRUED TO PERMIT WORK NOT CONFORMING TO THESE CODES. 1. GIN MOH (2017) RCROA MNG ME & ANDIM NSNRUIE OF 501 7. NATIM& ETE G CODE (NEC) MM WN61111ICTI0N SFE(81GTI0H5 (MSC) UXAL AMFNOMENTS LARM 0. 7. UNCFRNBIFRS IABDU10985 (UL) 3 M%/11A/0A APRICU E SANDA APPRN4➢ BFCRLCM. PRODUCTS A USE SAFEIY ME WPA-IN-2018 & LOCAL MIMING ME S VIN MON (2017) FltldDA SDIE PIEVTN9QH CO]E to O/00u (wammm Al (IDI7) CODE COMPLIANCE APPLICANT/LESSEE MDCMC NAME T-MOBILE PROJECT MANAGER: DENISE CORREA PHONE: (954) 60h9031 PROPERTY INFORMATION OWNER: MOM CASTLE INTERNATIONAL 6420 CONGRESS AYE SUITE 2000 BOCA RATON, FL 33487 CONTACT: DEREK J. SMITH 813-342-3895 HANDICAP REQUIREMENTS: FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATON. HANDICAPPED ACCESS NOT REQUIRED. PROJECT INFORMATION EQUIPMENT LOCATON: D9 OUTDOOR ❑ INDOOR ANTENNA LOCATION: ❑ WATER TOYER ❑ SELF SUPPORT TOWER ® MONOPOLE ❑ ROOF TOP ❑ NEW TOWER ❑ OTHER PROJECT SUMMARY CIVIL ENGINEER: KIMLEY-HORN AND ASSOCIATES INC. 1920 WENVA WAY. SUITE 200 WEST PALM BEACH. R 33407 (561) 81 0665 STRUCTURAL ENGINEER: N/A [AKolW1971401!wIlk f q[A KIMLEY-MORN AND ASSOCIATES, ING. 1920 WE TVA WAY, SUITE 200 WEST PALM BEACH. FL 33407 (561) 845-0665 CI Im%fI=v 1Q- TOWER ENGINEER: N/A I PROJECT TEAM I -'j'00Z"02g( ' 4 FOR 2 Lq' AANCE •TY 1jree-)1,iff� SHEET DESCRIPTION REV. T-1 COVER SHEET G-1 GENERAL NOTES 0 C-1 SITE PLAN & EQUIPMENT LAYOUT PLANS 0 TOWER ELEVATION AND ANTENNA LAYOUT 0 nC•2 W EQUIPMENT MOUNTING DETAILS 0 E-1 ELECTRICAL STE PLAN & NOTES 0 E-2 GROUNDING DETAILS 0 E-3 DC WIRING DIAGRAM 0 SHEET INDEX ISSUED FOR: 1600 UPGRADE DATE AUGUST 2019 DESGN: 6TH EDITION (2017) FLORIDA BUILDING CODE W1NU LOADS (ASCE 7-10) ULTIMATE WHO SPEED - 160 MPH NOMINAL WIND SPEED 124 MPH RISK CATEGORY II MND EXPOSURE - C F11-E. T . •Mobile 1300 CONCORD TERRACE, SUITE 200 SUNRISE FL, 33323 PJD/FOX SITE A2P0105A 5041 ST LUCIE BOULEVARD FOR( PIERCE, FL 34946 ST. LUCIE COUNTY CURRENT ISSUE DATE -.- AUGUST 2019 L600 UPGRADE No. 72397 � '- STAB ` S/111Y!%f®PYf)`I�1 Z?41 �7\ 2019 Kimley*Horn © 2019.[.EY-HOFN RFD ASSWRiES. INC 1920 WEKIVA WAY, SUITE 200 WEST PALM BEACH, FLORIDA 33411 (561) 845-0665 FBPE CA000G0696 GO I MVM MVM NEMN IL NORARAJH PE 7140 NARIA WCTA MARRN PE 72397 CHEUMA M. MARAJH PE 64300 COVER SHEET -1 Job 044290346 STANDARD PROVISIONS INTENT A. THESE SPECIFICATIONS AND CONSTRUCTION DRAWINGS A TEMPORARY FACILITIES: WATER: A COMPLIANCE ALL MATERIALS, DESIGN, AND WORKMANSHIP SHALL BE IN I. INSPECTIONS THE CONTRACTOR SHALL NOTIFY THE CPM AT LEAST 24 HOURS ACCOMPANYING THEM DESCRIBE THE WORK TO BE PERFORMED AND WATER IS NOT AVAILABLE TO THE CONTRACTORS ON STE. ACCORDANCE PATH ALL APPLICABLE CODES (SOME OF WHICH ARE IN ADVANCE OF REQUIRED INSPECTIONS. INSPECTIONS THAT WILL BE REQUIRED BY THE CPM OR OTHER DESGNATED THE MATERIALS TO BE FURNISHED FOR THE CONSTRUCTON OF USTEO BELOW). ORDINANCES, AND AUTHORITIES HAVING THE T-MOBILE SIM B. LIGHT AND POWER: JURISDICTION OVER THE WORK. UPON THE CGMPLETION OF THE T-MOBILE REPRESENTATIVE ARE: B. THE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO BE LIGHT AND POWER ARE AVAILABLE ON SITE WORK. THE CONTRACTOR SHALL PROVIDE T-MOBILE WTH A CERTIFICATE OF OCCUPANCY (IF REQUIRED) AND OTHER LOCAL 1, INSPECTION OF GROUNDING SYSTEM FULLY EXPLANATORY AND COMPLEMENTARY. HOWEVER, SHOULD C. TELEPHONE DOCUMENTS TO VERIFY SUCH COMPUANCE WHERE NO CODES 2, PRACTICAL COMPLETION ANYTHING BE SHOWN, INDICATED OR SPECIFIED ON ONE AND EXIST, THE WORK SHALL CONFORM WITH TIE 6TH EDITION (2017) THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ENSURING NOT THE OTHER, IT SHALL BE THE SAME AS IF SHOWN, EACH CONTRACTOR TO PROVIDE HIS OWN TELEPHONE FLORIDA BUILDING CODE, AND/OR THE SPECIFICATIONS HERON, THAT ALL RELEVANT AUTHORITY INSPECTIONS ARE CARRIED OUT D ON BOTH. INDICATED OR SPECIFIED ACCESS IF REQUIRED. WHICHEVER IS MORE STRINGENT, AND A DOCUMENT STATEMENT SHALL BE IN A TIMELY MANNER. THE CONTRACTOR SHALL PROVIDE FURNISHED TO THIS EFFECT. DOCUMENTATION OF ALL INSPECTIONS. C. THE INTENTION OF THE DOCUMENTS 15 TO INCLUDE ALL LABOR D. IF PERMANENT POWER IS COMPLETED, ALL CONTRACTORS MAY THE CONTRACTOR IS RESPONSBLE FOR COORDINATING WITH AND MATERIALS REASONABLY NECESSARY FOR THE PROPER EXECUTION AND COMPLETION OF THE WORK AS INDICATED IN USE THE SERVICE CONNECTION FOR PRODUCTION WORK ONLY, T-MOBILE'S' DESIGNATED ENGINEERING FIRM TO OBTAIN ALL PROVIDED THAT ELECTRICAL CORDS AND CONNECTIONS ARE REWIRED INSPECTIONS AND TESTING. THE CONTRACTOR TIE DOCUMENTS FURNISHED BY THE CONTRACTORS AND ARE DISCONNECTED AND IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY SHALL PROVIDE DOCUMENTATION OF ALL INSPECTIONS. D. THE PURPOSE OF THE SPECIFICATIONS IS TO SUPPLEMENT TIE PROPERLY STORED DURING NON -WORKING HOURS. COMPLIANCE WISH TIRE GOVERNING CODES AND NOTIFY THE INTENT OF THE DRAWINGS AND TO DESIGNATE A PROCEDURE, CPM OF ANY DISCREPANCIES PRIOR TO PERFORMING WORK. TYPE OR QUALITY OF MATERIALS REQUIRED TO COMPLETE THE REFERENCE TO ANY STANDARD OR CODE OF PRACTCE IN MIS WORK. CLEAN UP: SPECIFICATION SHALL BE DEEMED TO MEAN ME EDITION E. MINOR DEVIATIONS FROM THE DESGN LAYOUT ARE ANTICIPATED A. TIRE CONTRACTORS SHALL AT ALL TIMES KEEP THE SITE FREE CURRENT AT THE TIME OF AWARD OF THE CONTRACT TIH ALL ZONING D SITE THE CONTRACTOR SHALL WITH J. ENVIRONMENTAL. PROTECTION AND SHALL BE CONSIDERED AS PART OF TIRE WORK HOWEVER, NO MGM ACCUMULATION OF WASTE MATERIALS OR RUBBI5H CAUSED ACQUISITION SPECIAL STIPULATIONS AS OUTLINED IN THE JOB CHANGES THAT ALTER THE CHARACTER INTENT OF TIRE DESIGN BY THEIR EMPLOYEES AT WORK, AND ATTIRE COMPLETION OF SPECIFICATIONS, OR AS DIRECTED BY THE CPM. NOISE LEVEL THE CONTRACTOR SHALL ENSURE THAT STATE WILL BE MADE OR PERMITTED BY T-MOBILE, THE WORK, THEY SHALL REMOVE ALL RUBBISH FROM AND ABOUT AND LOCAL REGULATIONS ARE COMPILED WITH IN REGARD TO WITHOUT A CHANGE ORDER. THE BUILDING, INCLUDING ALL TOOLS, SCAFFOLDING AND ANSI/TIA/EIA APPUCABLE STANDARDS NOISE LEVELS PRODUCED BY HIS OR HIS SIB -CONTRACTOR'S SURPLUS MATERIALS. AND SHALL LEAVE ME WORK CLEAN AND 6TH EDITION (2017) FLORIDA BUILDING CODE EQUIPMENT OR METHODS OF CONSTRUCTION. READY FOR USE. BUILDING OFFICIALS & CODE ADMINISTRATORS DUST CONTROL THE CONTRACTOR SHALL TAKE ALL NECESSARY B. EXTERIOR: VISUALLY INSPECT EXTERIOR SURFACES AND NATIONAL ELECTRICAL CODE (NEC) WTH LOCAL AMENDMENTS STEPS TO UMIT TIE CREATION OF ANY DUST NUISANCE THAT CONFLICTS REMOVE ALL TRACES OF SOIL WATER MATERIALS. SMUDGES AND UNDERWRITERS LABORATORIES (U.L) APPROVED ELECTRICAL PRODUCTS MIGHT ARISE DURING CONSTRUCTION TO THE SATISFACTION OF A. ME CONTRACTOR AND EACH SUBCONTRACTOR SHALL BE OTHER FOREIGN MATTER. AMERICAN INSTITUTE OF STEEL CONSTRUCTION SPECIFICATIONS (ASC) THE LOCAL AUTHORITIES AND THE BUIEDING OWNER. THE CPM REEPONSBLE FOR VERIFICATION OF ALL MEASUREMENTS AT 1. REMOVE ALL TRACES OF SPLASHED MATERIALS FROM LIFE SAFETY CODE NFPA - 101-2018 FEDERAL AVIATION REGULATONS MAY DIRECT THAT WORK CEASE UNTIL SUCH TIME AS ANY PARTICULAR DUST NUISANCE IS CONTROLLED TO TILE THE SHE BEFORE OROERING ANY MATERIALS OR PERFORMING ANY WORK. NO EXTRA CHARGE OR COMPENSATION SHALL BE ADJACENT SURFACES NFPA 55 (2016) AND TO (20M SATISFACTION OF THE CPM, LOCAL AUTHORITIES, AND ALLOWED DUE TO DIFFERENCE BETWEEN ACTUAL DIMENSIONS AND C: INTERIOR: VISUALLY INSPECT INTERIOR SURFACE AND REMOVE BUILDING OWNERS. DIMENSONS INDICATED ON THE CONSTRUCTION DRAWINGS ANY ALL TRACES OF SOIL. WASTE MATERIALS, SMUDGES AND OTHER SUCH DISCREPANCY IN DIMENSION WHICH MAY INADVERTENTLY FOROGN MATTER. K. RONSTATEMB,IT OCCUR STALL BE SUBMITTED TO THE T-MOBILE 1. REMOVE ALL TRACES OF SPLASHED MATERIAL FROM AND LICENSES CONSTRUCTION PROJECT MANAGER (CPM) FOR CONSIDERATION ADJACENT SURFACES. PERMITS ANY PAVEMENT. FOOTPATH. CURB, GUTTERS, WALLS, FLOORS. BEFORE THE CONTRACTOR PROCEEDS WITH TIRE WORK IN THE AFFECTED AREA' 2. REMOVE PANT DROPPINGS. SPOTS. STAINS AND DIRT A. THE STE ACQUISITION SPECIALIST SHALL OBTAIN, AT HIS OWN SERVICES, AND EXISTING FEATURES OR OTHER PROPERTIES, DISTURBED OR DESTROYED DURING CONSTRUCTION SHALL BE FROM FINISHED SURFACES. EXPENSE, ALL REQUIRED LOCAL STATE, AND/OR COUNTY RESTING D TO A COMMENCE AT LEAST EQUAL TO THAT B. ME CONTRACTOR, IF AWARDED TILE CONTRACT, WILL NOT BE D. CONTRACTOR SHALL WASH AND WAX FLOOR PRIOR TO FINAL CONSTRUCTION PERMITS AND LICENSES. COPIES OF ALL PERMITS SHALL BE SENT TO CPM. APPROVALS FROM RELEVANT PLANNING EXISTING BEFORE COMMENCEMENT OF OPERATIONS. ALLOWED ANY EXTRA COMPENSATION BY REASON OF ANY MATTER ACCEPTANCE. FLOOR WAX SHALL BE OF THE ANTI -STATIC BOARDS, ENVIRONMENTAL BOARDS, AND/OR OTHER COMMITTEES OR THING ABWT WHICH THE CONTRACTOR MIGHT NOT HAVE TYPE WILL BE SUPPLIED BY OTHERS. BUT MUST BE CONFIRMED BY THE L AS -GUILTS DRAWINGS FULLY INFORMED HIMSELF PRIOR TO BIDDING. STE ACQUISITION SPECIAUST PRIOR TO TIE APPUCATION FOR TH E CONTRACTOR SHALL PREPARE A RED UNED SET OF CONSTRUCTION PERMITS I BUILT THE FORM MARKED UP CONSTRUCTION CHANGE ORDER PROCEDURE: FAA APPROVAL WILL BE SUPPLIED BY OTHERS, BUT MUST BE SA C PLANS STALLU- B BE STANDARD ACCEPTABLE TO THE T-MOBILE SUCH COMMENCE BY TIRE CONTRACTOR WITH THE CPM PRIOR TO TIE TO TOMOBILE WITHIN TWO WEEKS FROM DRAWINGS SHALL BE SUBMITTEDAND CONTRACTS AND WARRANTEE A. CHANGE ORDER MAY BE INITIATED BY THE CPM, AND/OR THE COMMENCEMENT OF WORK. AND PRIOR TO APPROVAL OF THE CONTRACTOR'S PRACTICAL PR CONTRACTOR. TIRE CONTRACTOR, UPON VERBAL REQUEST FROM FINAL INVOICE A EACH CONTRACTOR IS RESPONSIBLE FOR HELPING TO OBTAIN TIE CPM SHALL PREPARE A WRITTEN PROPOSAL DESCRIBING ME WE GUIDING PERMIT AT THE LOCAL JURISDICTION AS THE CHANGE IN WORK OR MATERIALS AND ANY CHANGES IN TIE S. NG THE WDRK, TIRE CPM CI PRIOR TO COMMENCING M. PRACTICAL COMPLETION CONTRACTOR OF RECORD, AND PROVIDE SAD JURISDICTION WTH CONTRACT AMOUNT AND PRESENT TO ME CPM FOR APPROVAL SHALL SCHEDULE ON -SITE MEETING WITH ALL MAJOR ALL PROOF REWIRED TO OPERATE AS A CONTRACTOR IN THAT SUBMIT REQUESTS FOR SUBSTITUTIONS IN TIE FORM AND IN SHAPES THE PROJECT. MIS WOULD INCLUDE (THOUGH NOT THE FOLLOWING DOCUMENTATION SHALL BE PROVIDEDTOT-MOBILE JURISDICTION. ACCORDANCE WITH PROCEDURES REWIRED FOR CHANGE ORDER LIMITED TO) THE DESIGNATED ELECTRICIAN, LOCAL TELEPHONE WHELESS PRIOR TO TIE DATE OF PRACTICAL COMPLETION: PROPOSALS ANY CHANGES TO THE SCOPE OF WORK OR MATERIALS ARE PERFORMED BY THE CONTRACTOR WITHOUT A WRITTEN COMPANY, CARPENTRY FOREMAN (IF SUBCONTRACTED), A 1. ALL QUAUTY ASSURANCE CHECKLISTS AS OUTLINED INWHICH CHANGE ORDER AS DESCRIBED AND APPROVED BY THE CPM. REPRESENTATVE FROM TILE IDCAL SPECIFIED WAREHOUSE AND THE PREVIOUS SECTIONS SHALL BECOME TIRE SOLE RESPONSBIUTY OF TIRE CONTRACTOR. CPM OR HIS DESIGNATED REPRESENTATIVE 2. WARRANTIES AND MAINTENANCE MANUALS, IF APPLICABLE STORAGE, C. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING UTART 3. GROUND SYSTEM RESISTANCE TEST A. DO NOT USE ME EXISTINGWTH BUILDING SPATE FOR STORAGE OF HORIZONTALLY AND VERTICALLY PRIOR START OF 0. CERTIFICATE OF OCCUPANCY ME TOOLS OR MATERIALS WITHOUT THE CONSTRUCTION PROJECT RELATED DOCUMENTS AND COORDINATION: B CONSTRUCTION. ANY DISCREPANCIES OR DOUBTS AS TO THE CONS MANAGER AND/OR BUILDING OWNER APPROVAL INTERPRETATION OF PLANS SHOULD BE I REPORTED A. GENERAL CARPENTRY, ELECTRICAL AND ANTENNA DRAWINGS ARE INSTRUCTION TO THE ENGINEER FOR RESOLUTION INSTRUCTION AND NO B. ALL MATERIALS MUST BE STORED A LEVEL AND DRY OF THE WORK, EACH INTERRELATED. IN PERFERNTO D NETHER WORK SHALL PERFORMED UNTIL DISCREPANCY IS T LOCATION AND IN A MANNER THAT WELL NOT OBSTRUCT THE A CONTRACTOR MUST REFER TO ALL DRAWINGS. ALL CHECKED AND CORRECTED BY THE ENGINEER. FAILURE TO SECURE E FLOW OF OTHER WORK. ANY EQUIPMENT OR MATERIAL STORAGE COORDINATION TO BE THE RESPONSIBILITY OF THE GENERAL SUCH INSTRUCTION MEANS CONTRACTOR WILL HAVE WORKED AT HIS METHOD MUST MEET ALL RECOMMENDATIONS OF THE CONTRACTOR. OWN RISK AND EXPENSE - MANUFACTURER. AND BONDS: E D. THE CONTRACTOR SHALL BE EQUIPPED WITH A MEANS OF INSURANCE CONSTANT COMMUNICATIONS. SUCH AS A CELLULAR PHONE OR A A. EACH CONTRACTOR SHALL AT HIS OWN EXPENSE CARRY AND N: PROTECTIO SHOP DRAWINGS: PAGER. PAGER. FOR THE DURATION OF THE PROJECT ALL A PROTECT FINISHED SURFACES, INCLUDING JAMBS AND HEADS OF INSURANCE AS REWIRED AND LISTED AND STALL NOT OPENINGS USED PASSAGEWAYS THROUGH WHICH EQUIPMENT A. CONTRACTORS TO SUBMIT SHOP DRAWINGS AS REQUIRED AND E. THE CONTRACTOR IS SOLELY PON90LE FOR ALL SITE SAFETY COMMENCE WITH HIS WORK UNTIL HE HAS PRESENTED A WILL AND MATERIALS WLL PASS. IN THESE SPECIFICATIONS THROUGH THE GENERAL TO INCLUDING BUT NOT LIMITED TO PROTECTION OF ALL SITE PERSONNEL CERTIFICATE OF INSURANCE SEATING ALL COVERAGES TO CUSTEOONTRACTOR CONTRACTOR TO TIRE CPM, FOR RENEW. AND THE GENERAL PUBLIC LURING THE RE SITE CONSTRUCTION THE GENERA_ CONTRACTOR WHO SHALL IN TURN, ! B. PROTECTION FOR ROOM SURFACES PRIOR TO LE PERIOD. HE SHALL TAKE ALL REASONABLE PRECAUTIONS TO FORWARD A COPY OF ALL CERTIFICATES TO THE CPM. ALLOWING MATERIALS ALLOWNG EQUIPMENT OR MATERIALS TO BE MOVED OVER SUCH B. ALL STROP DRAWINGS TO BE RENEWED. CORRECTED, PLACE AND MAINTAN BARRICADES. LAMPS, SIGNS, AND THE I SURFACES TRCHECKED. TOR STAMPED AND SIGNED BY GENERAL CONTRACTOR PRIOR TO LIKE IN ACCORDANCE 'MPH OSHA SAFETY ACT AND ANSI L C. MAINTAIN FINISHED SURFACES CLEAN, UNMARRED AND SUBMITTAL TO THE CPM. OCCUPATIONAL GUIDEUNES. I SUITABLY PROTECTED UNTIL JOB SITE IS ACCEPTED BY CPM. i F. PROVIDE DAILY UPDATES ON STE PROGRESS, ETHER VERBAL OR WRITTEN TO CPM. G. COMPLETE INVENTORY OF CONSTRUCTION MATERIALS AND PRODUCTS AND SUBS^.WTIDN4 EQUIPMENT IS REQUIRED PRIOR TO START OF CONSTRUCTION. REPAIRS AND REPLACEMENTS: A. SUBMIT 3 COPIES OF EACH REQUEST FOR SUBSTITUTION. IN EACH REQUEST IDENTIFY THE PRODUCT FABRICATION OR H. COORDINATION WITH PUBLIC UTILITY AUTHORITIES A. IN EVENT OF DAMAGE, TIRE CONTRACTOR SHALL PROMPTLY MAKE INSTALLATION METHOD TO BE REPLACED BY THE SUBSTTUTION. THE CONTRACTOR SHALL COORDINATE WITH RELEVANT ALL REPLACEMENTS AND REPAIRS AND AT NO ADDITIONAL COST INCLUDE RELATED SPECIFICATION SECTION AND DRAWING AUTHORITIES TIRE WORKS THEY ARE TO BE CARRIED OUT. HE I TO T-MOBILE ANO/CR BUILDING OWNER. NUMBERS, AND COMPLETE DOCUMENTATION SHOWING COMPUANCE SHALL CONDUCT HIS OPERATIONS SO AS TO NOT INTERFERE i WTU THE REQUIREMENTS FOR SUBSTITUTIONS. WLTH THE OPERATIONS OF PUBUC AND/OR PRIVATE UTUTY B. ALL NECESSARY PRODUCT DATA AND CUT SHEETS SHALL PROPERLY AUTHORITIES, INSTALLING SERVICES ON THE SM INDICATE AND DESCRIBE THE ITEMS, PRODUCTS, AND 1 MATERIALS BONG INSTALLED. THE CONTRACTOR SHALL. IF THE CONTRACTOR WLL BE RESPONSIBLE FOR THE PROTECTION [t DEEMED NECESSARY BY TILE CPM, SUBMIT ACTUAL SAMPLES TO OF SUCH FACILITIES AND STRUCTURES DURING CONSTRUCTION rop ' THE CPM FOR APPROVAL IN UEU OF CUT SHEETS. OF THIS SITE. t 1 T • •Mobile•° 1300 CONCORD TERRACE, SUITE 200 SUNRISE FL, 33323 PROJECT INFORMATION: PJD/FOX SITE A2PO105A 5041 Sr LUCIE BOULEVARD FORT PIERCE, FL 34946 ST. LUCIE COUMY URRWT ISSUE DATE AUGUST 2019 SSUED FOR: L600 UPGRADE EV.:=DATE:===DESCRIPTION: T�`L'ff III S ��,,••...0CENsr•.9� �! NO. 70 IA s' © 2019 MM1£Y-HORN ANO A5500AI HNC 1920 WEKIVA WAY, SUITE 200 WEST PALM BEACH, FLORIDA 33411 (561) 845-0665 FBPE CA00000696 ROARER: RAWN BY:=CHK.:—APV.• GD MVM MVM CENSURE: KEEN K MARAJH PE 71H55 MA6A WCTCWA MARTIN PE 72397 OHEISEA M. MARAJH PE SCM0 HEET TITLE GENERAL NOTES HEET NUMBER========9LVISION Gml KHA Jab #: 044290346 EXISTING T—MOBILE WAVEGUIDE BRIDGE (TYP.) EXISTING AT&T WAVEGUIDE BRIDGE (TYP.) \ EXISTING AT&T EQUIPMENT ON CONCRETE PAD I EXISTING EXISTING T—MOBRE WAVEGUIOE BRIDGE (TYP.) X X X X EXISTING 135'E MONOPOLE GRAVEL AREA EXISTNG T—MOBILE UTILITY H—FRAME XX—X—X XX XXX� x EXISTNG T—MOBILE 15KW DIESEL x GENERATOR `J X I EXISTING T—MOBILE EQUIPMENT ON CONCRETE / PAD EXISTNG 8• HIGH CHAIN—UNK FENCE W/ PRIVACY SLATS & 3 STRAND BARBED PARE EXISTING AT&T EMPTY EQUIPMENT CONCRETE PAD X X X X X XXXXX X XX X I0I� 55• —��10. SITE PLAN SCA�� NORTH EXISTING GENERATOR AM EXISTING FIBER CABINET EXISTING TELCO CABINET A —e IA °gyp■0IE �n„ �,�� ili ii a N"R nlnliniin ,' mnuuin EQUIPME LAYOUT 4x 12RID OA DOSRNG T—MOBILE MEDIUM SSG TO BE REMOVED O EXISTING T—MOBILE COUP © EXISTING T—MOBILE FCOA CABINET OD EXISTING T—MOBILE RBA 72 CABINET O EXSTING T—MOBILE (3) FRLB RRUe TO BE REMOVED O PROPOSED T—MOBLE HPL3 600A SSG EXISTING MOLT TENANT UTILITY H—FRAME EXISTING FIBER PEDESTAL EXISTING HANDHOLE---,,,__= EXISTING IRRIGATION PUMP XXX X XX RELOCATED EASTWG T—MOBILE FXFC RR STACK —MOUNTED TO EXISTING FRAME (TYP. OF ©PROPOSED T—MOBILE (3) COMMSCOPE (CBC1923T—DS-43) DPLD2RS OPROPOSED T—MOBILE AIRSCALE SYSTEM MODULE FOR LTE Oj PROPOSED T—MOBDE AIRSCALE SYSTEM MODULE FOR 5G OI PROPOSED T—MOBILE S93 (BSU) CABINET NORTH 0 BCAIE FEET A OCC�� . I EXISTING GENERATOR ATS EXISTING PPC CABINET EXISTING T—MOBILE 15KW DIESEL GENERATOR PROPOSED EQUIPMENT LAYOUT PLAN FILE T • •Mobile •° 1300 CONCORD TERRACE, SUITE 200 SUNRISE FL, 33323 ROJECT INFORMATION. PJD/FOX SITE A2P0105A 5041 ST LUCIE BOULEVARD FORT PIERCE, FL 34946 ST. LUCIE COUNTY URRENT ISSUE DATE AUGUST 2019 SSUEO FOR: L600 UPGRADE EV.:=DATE:===DESCRIPTION: S — # No. 72397 i��• F4 LANs Kim ey>> orn © 2018 .YINI£Y-MORN A= ASS MA INC 1920 WEKIVA WAY, SUITE 200 WEST PALM BEACH, FLORIDA 33411 (561) 845-0655 RIPE CA00000888 ROVIDER: RAWN BY:=CHK.: APV.: 6GD MVM MVM CENSUR KEMN K MARAJH PE 71455 MARA MGTGRA MARTIN PE 72307 CHLSEA M. MARAJH PE 81300 HEET TITLE SITE PLAN & T—MOBILE EQUIPMENT LAYOUT HEET NUMBER:�EEVISION• )C-1 KHA Job #: 11 044290346 EXISTING T-MOBILE GSM/UMTS ANTENNA TO BE REMOVED q7 7 TOP OF TOWER A EXISTING T-MOBILE L2100s+(/nry{//� y�EXISTING T-MOBILE FXFC RRU EL 135 t f �Ec�%IST33 *ANTENNAS ANTENNA TO BE RELOCATED "ry ^ PTO EORFI.;CATED TO GROUND EXISTING 135'1 MONOPOLE TOWER RAID CENTER OF EXISTING AND PROPOSED T-MOBILE ANTENNAS EL 1223 (9) EXISTING ANTENNAS, (6) EXISTING ANTENNAS TO BE REMOVED AND REPLACED 'NTH (3) NEW ANTENNAS. EXISTING MOUNT TO BE REPLACED NTH PROPOSED LOW -PROFILE PLATFORM MOUNT (SITE -PRO 1 PART/ RMOP-NP) OR APPROVED EQUAL ANTENNA SECTOR SECTOR A EXISTING COAX LENG SIZE O7Y. USED SPARE 175't 1 5/8" 4 2 2 SECTOR 61 175't 1 5 8"1 4 12 2 SECTOR C 1 175'3 II 5 8 1 4 12 2 EXISTING HYBRID LENGTH SIZE QTY. 175't 1.24-1 1 NOTE 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. TOWER ELEVATION N.T.S. EXISTING T-MOBILE U21COA700 WAD ANTENNA TO BE REMOVED EXISTING ANTENNA TO BE REMOVED (TYP. OF 3) q7 EXISTING T-MOBILE G5M/UMTS ANTENNA TO BE REMOVED EXISTING T-MOBILE L2100-- ANTENNA TO BE RELOCATED NOTES: 1. SAFLT' CUYB AND CUMBING PATH MAY NOT BE OSSTRUCIED IN ANY WAY. DO NOT TRAP THE SAFETY WMB. R 0 cY gsf�To `Y ao Pti QUADEXISTING TE MOBILE BE REMOVE .... WAD ANTENNA TO BE REMOVED EXISTING T-MOBILE L2100 ANTENNA TO BE RELOCATED L EXIST MOBILE FRIG EXISTING T-MOBILE -J RRU TOO BEE RELOCATED EXISTING T-MOBILE TWIN COUP TO BE RELOCATED (TYP. OF 3) REMO�STYLE 4 TMA TO (iYP. OFF 3) EXISTING ANTENNA RING YWNT TO BE REMOVED EXISTING T-MOBILE GSM/UMTS ANTENNA TO BE REMOVED EXISTING T-MOBILE u21DO/L700 WAD ANTENNA TO BE REMOVED EXISTING ANTENNA MOUNT N.T.S. 2 ALL PROPOSED ANTENIUS TO BE MOUNTED TO 3' STD PIPES RELOCATED EXISTING T-MOBILE FRIG RRU 4 NO 300, RELOCATED EXISTING T-MOBILE L2100'--t WAD ANTENNA PROPOSED T-MOBILE THIN STYLE 3C TMA PROPOSED T-MOBLE AHLOA RU _. RELOCATED EXISTING T-MOBILE FRIG N� RELOCATED EXISTING T-MOBLLE L2100 QUAD ANTENNA ma om 1jA 3. ALL TOWER MOUNTED EQUIPMENT OWE. OPLEX ER, RELOCATED EXISTING T-MOBILE COW 1MA'S, RRU) MUST BE INSTALLED BENINO THE ANTENNAS. IF THE CANNOT BE MOUNTED BEHIND THE ANTENNA THEN PLEASE CONTACT THE CROWN CASTLE PM IMMEDIATELY FOR FURTHER DIRECTION. EXISTING MONOPOLE PROPOSED LOW -PROFILE PLATFORM MOUNT (SITE -PRO I PART/ RMOP-NP) OR APPROVED EQUAL iPOSED T-MOBILE TWIN STYLE 3C TMA PROPOSED T-MOBILE L700/LfBO/N6OO k G19W/U21W OCTA ANTENNA PROPOSED SITE -PRO 1 PIPE -TO -PIPE MOUNT (PART / SLPION) CR APPROVED EQUAL PROPOSED T-MOBILE AHLOA RRU RELOCATED EXISTING T-MOBILE L2100 WAD ANTENNA RELOCATED IOOSTING T-MOBILE FRIG RRU T-MOBILE AHLOA RRU -PROPOSED T-MOBILE TWN STYLE 3C INA PROPOSED T-MOBILE L700/LE00/N600 @ GI900N21 W OCTA ANTENNA • • •Mobile 1300 CONCORD TERRACE, SUITE 200 SUNRISE FL, 33323 PJD/FOX SITE A2P0105A 5041 ST LUCIE BOULEVARD FORT PIERCE, FL 34946 ST. LUCIE COUNTY :CURRENT ISSUE DATE AUGUST 2019 L600 UPGRADE No. 72397 E -n 1 erARt nc b Kimley*Horn © 3019 NIMIEY-MIEN RNJ R$$OLIAIES. LNG 1920 WEKIVA WAY, SUITE 200 WEST PALM BEACH, FLORIOA 33411 (561) 645-0665 FEPE CAW000696 I GO I MVM I WM I XENN K MARAN PE 71N56 MNLA NCTOWA MARGIN PE 72397 CNF1$A M. MARAJH PE 6X300 TOWER ELAVATION AND ANTENNA DETAILS C=2 Job 4. ALL T-MOSILE EQUIPMENT TO BE MOUNTED PER MANUFACTURER'S SEEMCATIWS PROPOSED ANTENNA LAYOUT N.T.5. 044290346 IT - -Mobile e PROPOSED ANTENNA TILT EXISTING POST BRACKET PROVIDED W/ANTENNA 1300 CONCORD TERRACE, SUITE 200 1S2• PROPOSED PIPE MOUNTING SUNRISE FL, 33323 BRACKETS PRONGED W/ANTENNA (TTP.) PROJECT INFORMATION: PJD/FOX SITE PROPOSED T-MOBILE-+bC ANTENNA A2PO105A PROPOSED AIRSCALE MODULE MOUNTED PER M 5041 Sr LUCIE BOULEVARD SPECIFICATIONS . FORT PIERCE, FL 34946 ST. LUCIE COUNTY PROPOSED ANTENNA URRENT ISSUE DA FFHH-65C—R3 OCTO MOUNTING PIPE • AUGUST 2019 WIDTH: 25.2" _ HEIGHT: 95.9" DEPTH: 9.3" k" N SSUED FOR: L600 UPGRADE AMOK Pole Install Or EV.:=DATE:�ESCRIPTTON: TYPICAL AIRSCALE AMOB MOUNTING DETAIL ( / N.T.S \��a : • • •• SEAL , - NO. 72997 ,• �_ PROPOSED CABINET TO BE = 9' STACKED AND FASTENED TO PUNTA PER = d� C PROPOSED WA ATTACHED MANUFACTURER'S PROPOSED ANTENNA TO MOUNTING PIPE SPECIFICATIONS /� •((✓ o BRACKET PROVDED W/ANTENNA "�� '�fi'••.FL O R\OP`• C��--``��� 019 s 1/2-0 A325 �T1P LAN$: R I •. NUTS AND WASHERBOLTSS. SV6PO6i 6EAM PROPOSED ANTENNA MOUNTING DETAIL DF.). Kimley*Horn 3 N.T.S © 2019 KINIEY-HORN AM AS AM% INC RADIO ANCHOR BOLTS DETAIL N,T_9, 1920 WEKIVA WAY, SUITE 200 p NOTESWEST PA567B AC 33411 @ [� 1. ATTACH PRCPOSFD CABINET TO PUNTH "M 1/2"0 A325 BOLTS W/ HEX NUTS AND WASHERS OR PER MANUFACTURER'S SPECIFICATIONS. OFLORIDA : J POPE CA00006696 ROVTDER: 3 EXISTING POST \0 At 0 EXISTING POST Q \ g UNISTiUT PIPE 9 CLAMP m C RAWN BY:==CHK.: APV.• I S ' q RELOCATED FXFC RRU MOUNTED K. PROPOSED UNTIEDAIRSCAUEP EXISTING RACK. MODULE MOUNTED PER (�`D (�(%/�( AIM (7Yp. OF 2) MANUFACTURER'S CENSURE SPECIFICATIONS T I E%ISRIR NC CALV. UNISUT W SS / UNISMUT HARDWARE PIONCTTPJ NN6A CTOMA MMRN PE T238) CHDSEA N. MMAJH PE 84360 " PROPOSED DIPLEXERS MOUNTED TO rxw PROPOSED RAC( PER MANUFACTURER'S al��zj HEET TITLE 6 9 SS HARDWARE AS REDID SPECIFICATIONS (TTP. OF 3) :::�j u C -. EQUIPMENT ,yI EXISTING GALV. UNISTRUT W/ SS HARDWARE MOUNTING DETAILS MECi. BOND l0 EE TYPICAL RRU PIPE. TYP. 12" I HEFT NUMBER======REVISION• MIN. TYPICAL RRU MOUNTING DETAIL EXISTING (TtAOE Col: N.T.S BOND TO EXIST. FILE Iff -� c GROUND RING Y KHA Jab " AIRSCALE MODULE & DIPLEXERS FRAME DETAIL 044290346 q a�=ea .. a.�..+.., �...m.�.. N.T.S ,«-,,..�.. u. Et GENERAL NOTES: CONDUIT INSTALLATION NOTES - ALL CONDUIT RUNS AND EQUIPMENT LOCATIONS ARE SHOWN DIAGRAMMATICALLY CONTRACTOR TO FIELD COORDINATE MW WIREESS CARRIER BEFORE INSTALLATION. CONTRACTOR SHALL PROVIDE TRAFRC RATED, QUAZITE UL LISTED, PULL BOXES WHERE REQUIRED. WHERE U.G. CONDUIT ROUTE IS UNDER EXIST SLAB CUT AND PATCH ASPHALT/CONCRETE AS REQUIRED, MATCH EXIST. CONTRACTOR SHALL COORDINATE ALL GROUNDING WITH T-MOBILE CPM BEFORE INSTALLATION. ALL EXPOSED GROUNDING CONDUITS SHALL BE IN A 1/2' PVC SCHEDULE 80 CONDUIT. PROPOSED T-MOBILE (3) DIPLEXERS RELOCATED EXISTNG EXISTING GENERATOR T-MOBILE TWO (TYP. OF 2) ATE (1) 2' FIBER TO CON ED FROM FISTING RBFA CABINET PROPSXPLI 600E SSC EXISTINGC PPC CABINETNU (3) 2' WHOM FROM SCC TO MCA CABINET FOR W POWER. PER AND ALARM - -- EXISTING FIBER CABINET _ — -- GROUND LEADS TO EQUIPMENT CABINETS TO BE MEMICAILY BONOM (P) (P) EQSRNC HPL3 EXISTING SB fCO4 BOOA REATZ BB CAINE SSC CABINET EXISTING T-MOBILE-� L WAVEGUIDE BRIDGE (') EXISTING T-MOBILE Pft1]POSED T-MOBILEJIL 15KW DIESEL AWOGAT MODULE S ` GENERATOR MPROXIYAIE LWATGN OF EJOSTNC T-MOBILE EXISINC 5/8'X10' MWND COW ROD WITH INSPECTION SLEEVE MPRO%IVATE LOCATCH OF EXISTING /2 EQUIPMENT GROUND RHO NOTES: 1) ALL GROUND WRES ME M BE 12 TINNED SOLID COPPER WIRES FIBER HP1SSC .3 PROPOSED MOA G CABINET WINET 2-2' CONDUIT WITH PULISTRING TO Tam CO. POINT OF DEMARCATION. TO FIBER DUA WC (1) 2' CONDUIT, EXTEND TO HPL3 SEC, WIRE FIBER CIRCUITS AS DIRECTED BY WIRELESS CARRIER'S CPM. (3) 2' CONDUIT FROM HPL3 SSC TO FCOA CABINET FOR OC POWER, FIBER AND ALARM FIBER RISER DIAGRAM 121 A-9, IL i] k 15 (1) 2' OECIIICAL CONOUNB FROM EXISTING PPC TO PROPOSED HPUI 60CA SSC A-10 Y< I2 M 2' ELECTRICAL CONDUITS PROM S D HP PPO TO PROPOSED HPLi fiOlk SSC LOAD CALC A LOAD MPS PROPOSED HPL3 SSC 105 PROPOSED HU SSC 45 BATTERY CABINET 5 BLOCK HEATER 1 BRIERY CHARGER I TOTAL 157 EXIST VOLTAGE PROv10E0: 24 ,, 1 PHASE 3W EXIST SERICE PROWOED IC e 3 WU 20hA EXIST CONDUIT BACK TO POWER CO., FIELD VERIFY WIRE SIZE ANO MPPDffY C01 OE%ISTNG METER CAN k METER 200A CUP RATED, , NETW 3R Y OND J2 GND JUMPER EXISTING GROUND RING 2,BWD, 5/BxtO' PPER CLAD. M. MN.MN. FF 7 I 2P-200 �- NI -C 2P-200 Lt--J- 3-3/0, 1/4,2C F24 POSITON' PMWD 19 EQ WLE I I L_ J AP, Tr A-1 3 ESOP 11, -M PROPOSE] M-200 ER TO HPL COCA SS SEE HPLI 6DOA SSC SEE PNLBD SDREAIE EXISTNG 200A, 4W, APPLETON GENERATOR RECEPTACLE, ADR20044R5 SANE 1 PROPOSED HFU3 6WA SSC BOND j2 GND JUMPER TO EXISTING GROUND NNG ELECTRICAL SITE PLAN N.T.S 1 1 1 ONELINE DIAGRAM 131 1. GENERAL A THE CORRACOR SHALL PROWDE ALL MATERIAL AND LABOR FOR A COMPLETE 0WIRICA. SYSTEM AS INDICATED ON ME ORAWWGS. ITEMS NOT SHOWN BUT OWOUSLY NECESSARY FOR A COMPEE SYSTEM SOUL BE INCLUDED. B. THE CONIRACTOR SHALL MAN ALL NECESSARY PEWITS. INSPECTIONS AND APPROVALS C ALL WORK SHALL COMM M TO THE NATIONAL. ELECTRICAL CODE AND THE LOCAL BUILDING CWM ALL COMPONENTS SHALL BE OIL APPROVED. D. THE CONTRACTOR SHNL BEFORE SUBMITTING HIS BID, VISIT WE SITE OF THE PROJECT AND BECOME FAMILIAR WITH THE CONDMONS. NO ALLOWANCE PALL BE MADE FOR MSING CONDITIONS OR FAWRE OF THE CONTRACTOR TO OBSERIE THEM. E. EXACT LOCATION OF Al EQUIPMENT SHALL BE GOORDNMED WITH WIRELESS CARRIER. THE BUILDING OWNER AND OTHER TRADES. F. WHERE EQUIPMENT IS SFCRED BY MANUFACTURER AND TYPE. SUBSTITUTION SOUL ONLY BE MADE WITH THE MPROVA OF THE BRONSON. THE CONTRACTOR SNAIL SUBMIT DEALS OF PROPOSED MATERIALS. REASON FOR DEMOS AND CHANCE IN CONTRACT MOUNT. 2. SCOPE OF WORT( A WE CONTRACIW SOUL PROWDE ALL ELECTRICAL 'WRING AND EQUIPMENT UNLESS OMERMSE INDICATED. VAN COMPONENTS ARE M FOLLOWS: I. PROWDE ELECTRICAL RACEWAYS @ WINING AS INDICATED ON THE DRAWINGS. 2. PROWDE ELEGTOGL EQUIPMENT MOUNTED AS DIRECTED BY CAFJET AND AS V✓OICAIED ON ME DRAWINGS. 3. PROVIDE TELEPHONE CONDUIT WITH PULL WE AND CABLE AS INDICATED ON DRAWINGS 4. INSTALL WIRE AND CONDUIT M INDICATED. PRUDE CA&E SUPPORTS AS INDICATED. 5. REPLACE EXISING WIRELESS CABINET WITH NEW OWNER FURNISHED WMIM CABINETS M INDCATED ON DRAWINGS. 6. REUSE EX=NG GROUND JUMPERS WHEN POSSIBLE FROM FORMER WIREMS CABINETS; PRUDE NEW GROUND JUMPERS TO NEW CPBWEIS AS REWIRED. 7. PROWDE GROUNDING PROTECTION SYSINL AS INDICATED. B. RESTORE ALL AREAS TO ORIGINAL CONDITION AFTER INRTABATON OF CONDUIT. 9. CONTRACTOR SHALL CLEWLY LANE. DISCONNECTS AND OTHER RELATED GEW. 10. AT TIME OF PLAN PEWTTNG, CONTRACTOR SHALL APPLY FOR A THIRTY (M) DAY TEMPMARY POWER PERMIT FOR TESTING PURPOSES. 3. CONDUIT A CONDUIT SIZES M SHOWN ON THE DRAWINGS ME A MINIMUM. TILE WNIF/CTOR MAY INCREASE AS REQUIRED FOR EASE OF PINING. S. CONDUIT TYPES SHALL BE M FOLLOWS UNLESS OTHERWISE INDICATED: 1. Al MOVE GRADE CONDUIT SHAH BE RICO GALVAN® STEEL 2. AL CONDUIT BE01Y GRADE S ikL BE SCHEDULE 40 PYO 3. CONCEALED CONOUIT IN WA OR ABOVE CEUNG SMALL BE EMT. G ALL EXPOSE) CONDUIT SMALL BE NEATLY INSTATED AND RUN PARALLEL OR PERPENDICULAR TO MUCNPAL ELEMENTS. SUPPORTS AND MOUNTING HMOWME SHALL BE HOT DIPPED GALVANIZED SIEEEI.. NYLW INSULATED BUSHINGS SHALL BE USED ON ALL CONOW TERMINATIONS. D. FLEX CONDUIT SHALL BE UQUID TIGHT FLEXISLL MEA JC CONDUIT. E. NO CONDUIT SHAH BE INSTALLED IN LIFE SAFETY AREAS SUCH AS STAIRWAYS. F. CONDUIT ROUTES ARE SCHEMATIC. FIELD VERIFY ROUTE BEFORE BID. COORDINATE ROUTE WITH WIRELESS CARRIER AND BUILDING OWNER. G. WEATHERPROOF HUBS SHALL BE USED FOR ALL TOP AND SIDE PMETRATONS TO ENCLOSURE LOCATED OUTDOORS. 4. CONDVCIMS A CONDUCTORS SHALL BE SIRMOED COPPER ME THWN WITH 75 DECREE C RISE INSAMON. S. PULL BOXES AND JUNCTION COXES A INTERIOR ENCL SHALL. BE NEMA I. EXTERIOR ENCL SHAL BE NEW 3R. 6. GROUNDING A PROWDE GROUND SYSTEM M INDICATED ON THE ORAWINGS AND AS REWIRED BY THE NATIONAL ELECTRIC CODE AND NANO EQUIPMENT MANUFACTURER B. ALL RACEWAYS REWIRE GROUNDING CONDUCTORS. BONDING CONDUCTORS THROUGH THE RACEWAY SYSTEM SHALL BE CONTNUOUS MOM MAIN SMTCH GROOM BUSES TO PANEL GROUND BARS, AND FROM PANEL GROUNDING SALE TO BRANCH CIRCUIT CUTER, MOTORS, UGIIS, EO THESE GROUND CONDUCTORS ME REQUIRED THROUGHOUT TIE PROJECT REGARDLESS OF WHETHER CONDUIT RUNS SHOW GROUND CONDUCTORS ON THE DRAWINGS. C. COORGNATE WITH ENCLOSURE SUPPLIER TO INSTALL TELCO GROUND EVES BELOW THE TELCO BOARD. CONNECT M MAN GROUNDING SYSTEM. ABBREVIATIONS ANT ANTENNA ENT ELECRCAL VETAWC TUBING AM MERCAN WE GAUGE DWG DRAWING BOW HAVE COPPER WE UPS UGHTNING PROTECTION SYSTEM RWY RACEWAY S.S. PNL STAINLESS STEEL PMM M. TYPICAL Of. CURRENT LILTING FUSE RCS ROD GALVANIZED STEEL OPM CONST. PROD. MANAGER SYMBOLS v CAOM31 ME CONNECTION C01 CONDUIT TAG 1; REFER TO RISER E3 5/8' XIO'-O' COPPERCLAD GRID. CONDUIT TAG 1; PANE SCHEDULE ROD W/INSP. SLEEVE Q 5/8' X10-O' COPPERDAD MD. ROD ® GENERATOR RECEPTACLE ■ MECHANICAL TYPE CONNECTION --- /2 TINNED SCUD BARE OU WE --- UNDER GROUND TELW CONDUIT --- UNDER GROUND ELECMC CONNET FILE � �' I ELECTRICAL NOTES 14 JELECTRICAL SYMBOLS 1 5 1 T • -Mobile e 13M CONCORD TERRACE, SUITE 200 SUNRISE FL, 33323 PROJECT INFORMATION: PJD/FOX SITE A2P0105A 5041 ST LUCIE BOULEVARD FORT PIERCE, FL 34946 ST. LUCIE COUNTY URRENT ISSUE DATE: AUGUST 2019 SSUED FOR: L600 UPGRADE [EV.:=DATE*.====DESCRIPTI0N.. r.SEAL: e .S i2 J tT ' 1No.7�2�397 STATE OF •'flu` LANS�J Ki�i1' N. >' I' orn © 2029 NINIEY-MOURN A ASSCGAh INC 1920 WEKIVA WAY, SUITE 200 WEST PALM BEACH, FLORIDA 33411 (561) 845-0665 FBPE CAOOOOO696 ROVIDER: RAWN BY:=-CHK.:—APV.. GO MVM hNM CENSURE XEMN K MARAM PE 714S5 MA IA WCTORA MARTIN PE 72397 GIBSEA N. WMAJH PE 84300 HEFT TITLE ELECTRICAL SITE PLAN AND NOTES HEET NUMBER—REMSION' E-1 KHA Job #: 044290346 GROUNDING PROTECTION SYSTEM NOTES: 1. PROVIDE 'GABLE ENBNNCE GROUND BAR' (CEGB), ail X 61 X 1/4'0. MOUNT AT 11. ELECTRICAL CONTACTOR SHALL TAKE MEGGER READINGS OF GNU. THE RESULTS TELCO CABINET, CODING. INSTALLATION WITH CPA. SHALL NOT BE GREATER THAN 5 OMAS. 2. PROVIDE A GNO RING WR® A MNIIIUM OF 18' BELOW GRADE THE GROUND 12. ALL CONNECTIONS TO GNO SYSTEM SHALL BE MADE IN UNE WITH BENDS NOMINALRING SHALL BE INSTALLED A MINIMUM OF V-O* AWAY FROM THE FOUNDATION 12' RADIUS W THE DIRECTION OF CURRENT ROW, T-CONNECTIONS WILL NOT BE UNLESS SHOWN ON DRAWING. ALLOWED. 3. BOND PENCE POST TO GND RING USING AN EXOTHERMIC WELD. BOND FENCE GATE 13. ALL BENDS IN GNO WINES SHALL BE NOMINAL 12' RADIUS. TO POST WITH A FLEXIBLE COPPER JUMPER STRAP MEKXAMOALLY OR EXOTHERMICALLY. TYPICAL FOR All. PENCE PLANES WITHIN 12 FEET OF TOWER. FOUNDATION. FOR FENCE 14. ANTENNA CABLES SHALL BE BONDED AT EACH END. RUNS GREATER THAN 150' PLANES BEYOND 12'. EXTEND 112 TO EACH PENCE PLANE TO NCI PLANES WITHIN 50'. SHALL BE BONDED TOWARDS MIDDLE OF LENGTH. COORDINATE LOCATION WITH 4. BOND DISCONNECT SWITCH. !BIER. TELEPHONE CABINET AND SERVICE CONOMS TO WIRE E55 CAHI PROJECT MANAGER. BUTTED GND RING AS THEY CROSS 15. WHEN APPLICABLE CONTACTOR SHALL BONG FRANCS TO EACH OTHER AND TD 5. EACH LEG OF THE WAVEGUIDE STRUCTURE SI BE INDIVIDUALLY BONDED TO THE GO RING NA TWO PATHS COORDINATE WITH WIRELESS CURRIER PROJECT MANAGER. BURIED GNO RING. EXOTHERMICALLY WELD COMMONS AT POST FOR WAVEOUIDE 16. CONTRACTOR CAN PROVIDE ONE OF THE FOLLOWING AS DIRECTED BY THE PROJECT STRUCTURE AND BUTTED GND RING. PLACE 5/8-TO COPPERCIAD GND ROD AT 10' YANALER: THE SECOND OPTION IS PREFERRED. INTERVALS ALONG WAVEGUIDE PATH. A CADWELD EACH CABINET GO WIRE TO CND RING AS SHOWN IN GND 6. BOND TERM IN CONCRETE FOR CONMUNIOATION STRUCTURE AND EOUIPMENT PAD 10 CADWELNT WEREBOLO B. CAHIND BUTTED GND HUNG. EXCTHERMICALY WELD A /2 TINNED MUD COPPER CONDUCTOR PO CAMBIA EXT� A END CATER • TO THE REBA4 AND CONNECT TO THE BLARED GNO RING. WS BAR TO GNO RING. T. PROVIDE INSPECTION SLEEVE AT MAIN SERVICE GROUNDS. EXOTHERMIC CONNECTIONS. 17. PRINTED BRANDED BONDING JUMPERS BETWEEN EACH GATE AND POST (OPTIONA). B. PROVDE ROMNNG CON)UCTOR(S) FROM THE BURED GND RING TO THE ANTENNA 19. CONTACTOR SHALL PROVIDE EXOTHERMIC BONDING AT ALL BURIED GROUND RING CABLE BUS BAR AT POINT JUST INSIDE OF THE COMMUNICATION STRUCTURE EMT, CONNECTIONS. STRUCTURAL EQUIPMENT FRAME SERVICE RACK(5), EDSTNG TOWER. VERIFY EXACT LOCATION OF COPPER BUS BAR FOR PROPER CONDUCTOR UENGTH. GROUND RINGS, AND AS INSTRUCTED BY T-MOBILE CPA. FINAL EXOTHERMIC WELDS TO COPPER BUS BAR BY THE ANTENNA CABLE INSTALLER. 20. CONTRACTOR SHALL PROVIDE MECHANICAL. BONDING AT ALL ANTENNA SECTOR GROUND 9. EXOTHER2KALLY WELD BONDING CONDUCTOR TO COMMUNMRON STRUCTURE LEG BARS, ALL ELECTRICAL EQUIPMENT DISCONNECTS, TRANSFORMERS J-BOXES, PANEL - AT V-0' ABOVE PAD AND BOND TO BLARED GND RING. PROVIDE A 3/4' PVC BOARDS, CABINETS, AND MNN GROUND BM AN DNECIED BY T-MOENE CPA. ALL SLEEVE WITH A GRADUAL BEND IN THE CONCRETE FOUNDATION. MECHANICAL CONNECTIONS SMALL BE PROPERLY TERMINATED W/ MACS, NUTS A: BOLLS. 10. 5/8-U0'-O' LONG OTFPFR CLAD GIVE ROD. IS SPACING BETWEEN RODS ((NON- 21. CONTRACTOR � COAT WITH NOX-OX AL POINTS OF CONTACT BETWEEN UNEAR). TYPICAL MR ALL GND ROM SHOWN. USE STPWNLE55 STEEL HMOWME WERE APPLICABLE. FXISTING PPC CABINET WIRE SIZE CONE SIZE BUS AMPS LOAD POLES AMPS LI BUS L2 AMPS POLES LOAD BUS AMPS WIRE SIZE CONE SIZE L1 � L1 � SURGE SUPPRESSOR 2 0 1 3 5 7 9 13 15 17 19 21 23 2 4 6 g 10 14 16 15 20 22 24 20 1 GEN. BATTERY CHARGER 1 20 2 BATTERY CABINET AC 5 M(OFF) 2 100 5 20 I GEN. BLOCK HEATER I 2 3/0 2' PROPOSED SUB-FEEDWG 4 100 2 PROPOSED HPU SSC 45 312 1� Y iW 45 1D5 EMPTY EMPTY EMPTY EMPTY I EMPTY EMPTY EMPTY EMPTY EMPTY NOTE PROPOSED 4-POLE 200A BRANCH BREAKER SIN POGROMS 9, 11. 13 R 15 MO PROPOSED 2-POLE 10M DEFAMER IN POSITIONS 4 d 6 FOR PROPOSED HIM SM RATED VOLTAGE: ■ 120/240 ❑ 1 PHASE, 3 WIRE BRANCH POLES:012 016 ■24 ❑42 RATED AMPS: 0100 0200 0400 ❑ CABINET: ■PEDESTAL ❑SURFACE I NEMA ❑l 03R ❑4X ❑MAN LUCS ONLY MAN AMPS 0 BREAKER ❑ FUSED SWITCH ■ HINGED DOOR I ■ KEYED DOOR PATCH ❑FUSED ■ CIRCUIT BREAKER BRANCH DEVICES ❑ TO BE GMT BREAKERS I FULL NEUTRAL BUS I GROUND BUS ALL BREAKERS MUST BE RATED TO INTERRUPT A SHORT CIRCUIT ISO CF 10.000 AMPS SYMMETRICAL GROUNDING NOTES NTS 1 1 PANEL BOARD A PPC CABINET NTS 2 GLIDE � ..e. ..... 18' CRUSHED AT EASE N(RF. PE40VMLL COVER 1. EACH PoSIS DALL BE BONDED TO THE KING AT UMI CORNER AND AT EACH DATE MST. E I NIMMUN, ONE VERTICAL POST SHALL BE BONDED M THE GROUND RING N EVERY 50 FDOT STRAIGHT RUN OF FENCE 2. HORZGMAL POLES SHALL BE BONDED TO LAGH OTHER /2 AWG BARE TINNED SOLID COPPER CORE FOR MEGOM TESTS CADWEID TO ROD — SLOT FOR GROUND MIKE — GMWELD CONNECTION TO GND RING. TIP. /2 AM BARE TINNED MUD COPPER WRE MM CONTACTOR TO MARK CN INTFRM OF SLEEVE WHICH BUILDING GROUND OR MUEPHHONE GROUND 15 TIED INTO VERTICAL POST CONNECTED M RING D INSPECTION SLEEVE NTH 13 1 FENCE GROUNDING NTH 1 4 1 i NOTE 5 ALL SECTOR GROUND BARS 8 SHALL BE 1/4'X2'X12' COPPER 3/8 THREADED INSULATOR (NOT USED F SECTOR GRWNO BARS) [1 �� G 1/4x4a4 BUS BM MT5 ®Oaa s �� aoaeaeo 0 3/8 SS LOCK WASHER 3/80/4 SS BOLT -,;A NOTE CONTRACTOR TO APPLY COPPERSAEID OR NO-OX TO ALL CONNECTIONS AND PLATES 3/8 x 3/4 SS BOLT mq};5<�3/8 GALA. A fr• SCREWS NOTE: CONTRACTOR TO CCORO. MOUND GROUND BM SIRE FAR SECTAND MAINANREQUIREMENTSGROUND BARS MATH T-MOBILE CPN a O % 1-1/4' U-FlT11NC j2 AM TINNED WHITE LEAD WTH EXOTHERMIC SS ANGLE ADAPTER LEAD SIGN FOR CLARITY TYPICAL GROUND BAR DETAIL NTS NOTE ALL S(ALL LMALLED 0S ON 1/2' SAB SMALL INSTALLED INSIDE A I/2' SCfED 80 PVC COMMIT. WHETHER OR NOT CALLED OUT ME ANTENNAS SECTORS MIH SCOT MOURO BANS YWNIm AT LOP M TO M� AS CALLED OUT N PANS TIE' NOTE SECTOR GROUND BARB ARE TO BE MOUNTED DIRECTLY TO TOWER. MATH NO INSULATORS. TELCO POWR TINNED NOTE ALL BONDING TO ANTENNA SECTOR GROUND BAR IS MECHANCAL, NRI89H LUGS AND HARDWARE PROPOSED 513 (BIN) CABINET MAN GROUND BUS BM COAX CABLE SH GROUNTXNG MT (TV) EXISTING MCA CABINET iL AWC AEFN JACAEIED f.LPPFA WALE O BONDING OF U COAX CABLE MELD h ANTENNA SUPPORT STINCRIRE MIENNA (rep) ANTENNA MPPGRT McERTHE (TIP) 1 I T" TO BFEMI ANA I TO EA9.. GROUNDING T • -Mobile e 1300 CONCORD TERRACE, SUITE 200 SUNRISE FL, 33323 PJD/FOX SITE A2P0105A 5041 ST LUCIE BOULEVARD FORT PIERCE, FL 34946 ST. LUCIE COUNTY AUGUST 2019 L500 UPGRADE . 1191E 1111: , , No. 72397 y� 7, 2019 Kimley*Horn © .19 pN1EY-HORN A. ASSOCIAt INC. 1920 WEKIVA WAY, SUITE 200 WEST PALM BEACH, FLORIDA 3341E (561) 845-0665 FIFE CA00000696 NA11NC RO J -- ALLOWED. F RF COAX CABLE (ROUNDING MT, TIP j2M TIMIED SOLD GROUND CONDUCTOR EXTEND TO WMME SUPPORT STRUCTURE G CADWED AT TWO LOCATIONS MINIMUM MAUM w• WV • Aov �6P NINE (ROWO--- INSPECTION SLEW THE INTO EXISTING \`\ (MCAL) TOWER GROUND RING ENSUING TOWER) `GROUND ROD (COORDINATE WIN CRY) MENDING SERVOS ENTRANCE /2 BALE TINNED SM1D CHASE (ROUND RNG IB' BEANB GLADE MIL 51 GROUNDING RISER DIAGRAM BSTINC OWFR GO I MVM MVM CENSURE: KERN IC MARARI PE 714M n397 CHRA VICTORIA AJH PE T239T MARIACHELSM N. NARMAR PE8000 HEET TITLE GROUNDING DETAILS TUTS E=2 Job 044290346 15' NSN Power & Fiber Armored Hybrid Jumper , 1 DC WIRING DIAGRAM NTS FILE CO T • -Mobile - 1300 CONCORD TERRACE, SUITE 200 SUNRISE FL, 33323 PJD/FOX SITE A2P0105A 5041 Sr LUCIE BOULEVARD FORT PIERCE, FL 34946 ST. LUCIE COUNTY rn101,61O Lal L600 UPGRADE No. 72397 `Z i�'i>'2019 Kimley>» Horn © 2019 I(I "-HONN AM ASSCCIAIES INC 1920 WEKIVA WAY, SUITE 200 WEST PALM BEACH, FLORIDA 33411 (561) 845-0665 f G100000695 BRAWN BY:=CHK.: APV.; GD MVM A1VA7 3JCENSURE: I MN K MM NAWA MCTOMA WA N CNEISPA N. mfi U PE 71155 PE 7ZQ7 PE 6A3mC SHEET TITLE DC WIRING DIAGRAM E=3 Job 044290346