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HomeMy WebLinkAboutPROJECT SUMMARYT • Mobil. e • 1300 CONCORD TERRACE, SUITE 200 SUNRISE FL, 33323 A2PO09OA-CROWN 800642 FL W MIDWAY (BU: 800642) 16800 OKEECHOBEE RD WEST ST. LUCIE, FL 34945 LATITUDE I - dlon�4fams-Rd — i end: _--- SITE t n;_ _ - 7l '77 6 VICINITY MAP FROM T-MOBILE OFFICE PROCEED NORTHWEST ON CONCORD TERRACE TOWARD SAWGRASS CORPORATE PKWY, TURN LEFT ONTO SAWGRASS CORPORATE PKWY, USE THE 2ND FROM THE RIGHT LANE TO TURN LEFT ONTO W SUNRISE BLVD, USE THE RIGHT 2 LANES TO MERGE ONTO FL-869 N VIA THE RAMP TO W PALM BEACH, MERGE ONTO FL-669 N, USE THE RIGHT 2 LANES TO TAKE EXIT 21A-B FOR FLORIDA'S TURNPIKE N. MERGE ONTO FLORIDA'S TURNPIKE, TAKE EXIT 152 FOR FL-70 TOWARD FT PIERCE/OKEECHOBEE, TURN LEFT ONTO FL-70 W/SR 70 W/OKEECHOBEE RD (SIGNS FOR FL-713 N/VERO BEACH), RIGHT ONTO S HEADER CANAL RD, THE SITE WILL BE ON THE RIGHT. DRIVING DIRECTIONS a.... t .�t. and d . -d h-in, . ""` e. adt:imtnwa `� em`, ;. uis aowm":�i lP •Itbwl ,n'mzu�ulbalzation and ad,platlm by Kimley-Hm, and A..ocM... Inc. Nall by .iPavt IldAily to KMby-Hwn vnd A.mciabs, Inc. 26038'38.13"N, LONGITUDE 80008'31,41 "W THIS IS AN APPLICATION FOR THE UPGRADE OF AN EXISTING UNMANNED WIRELESS FACILITY. PROJECT DESCRIPTION APPLICANT/LESSEE MDCMC NAME: T-MOBILE PROJECT MANAGER: JOSE DELGADO PHONE: (954) 696-1573 PROPERTY INFORMATION OWNER: CROWN CASTLE INTERNATIONAL 6420 CONGRESS AVE. SUITE 2000 BOCA RATON, FL 33487 CONTACT: SUSAN PALM (205) 587-1867 HANDICAP REQUIREMENTS: FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION. HANDICAPPED ACCESS NOT REQUIRED. PROJECT INFORMATION EQUIPMENT LOCATION: ® OUTDOOR ❑ INDOOR ANTENNA LOCATION: ❑ WATER TOWER ® SELF SUPPORT TOWER ❑ MONOPOLE ❑ ROOF TOP ❑ NEW TOWER ❑ OTHER PROJECT SUMMARY 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 AUTHORITIES. NOTHING IN THESE PLANS IS TO BE CONSTRUED TO PERMIT WORK NOT CONFORMING TO THESE CODES. 1. 71H EDITION (2020) FLORIDA BUILDING CODE 6. AMERICAN INSTITUTE OF STEEL 2. 2017 NATIONAL ELECTRIC CODE (NEC) WTH CONSIRUCTION SYEQFICATIONS (AISC) LOCAL AMENDMENTS. 7. LINDERq'.S LABORATOfdES (U.L) 3. AN51/1IA/EIA APPLICABLE STANDARDS APPROVED ELECTRICAL PRODUCTS 4. LIFE SAFETY CODE NFPA-101-2018 8 LOCAL BUILDING CODE 5. 71H EDITION (2020) FLORIDA FIRE PREVENTION CODE 9• CITY/COUNTY ORDINANCES 10. NFPA 55 (2016) CODE COMPLIANCE CIVIL ENGINEER: KIMLEY-HORN AND ASSOCIATES, INC. 1920 WEKIVA WAY, SUITE 200 WEST PALM BEACH, FL 33407 (561) 845-0665 STRUCTURAL ENGINEER: N/A ELECTRICAL ENGINEER: KIMLEY-HORN AND ASSOCIATES, INC. 1920 WEKIVA WAY, SUITE 200 WEST PALM BEACH, FL 33407 (561) 845-0665 SURVEYOR: N/A TOWER ENGINEER: N/A PROJECT TEAM SHEET DESCRIPTION REV, T-1 COVER SHEET 0 G-1 GENERAL NOTES 0 C-1 SITE PLAN do T-MOBILE EQUIPMENT LAYOUT 0 C-2 TOWER ELEVATION AND ANTENNA LAYOUT 0 C-3 EQUIPMENT MOUNTING DETAILS 0 E-'I ELECTRICAL SITE PLAN AND NOTES 0 E-2 EQUIPMENT GROUNDING DETAILS 0 SHEET INDEX ISSUED FOR: EXCALIBUR DATE: JULY 2021 DESIGN: 7TH EDITION (2020) FLORIDA BUILDING CODE WIND LOADS (ASCE 7-16) I ULTIMATE WIND SPEED = 155 MPH NOMINAL WIND SPEED = 120 MPH RISK CATEGORY II WIND EXPOSURE = C T . •Mobile • 1300 CONCORD TERRACE, SUITE 200 SUNRISE FL, 33323 PROJECT INFORMATION: CROWN 800642 FL W MIDWAY A2P0090A 16800 OKEECHOBEE RD WEST ST. LUCIE, FL 34945 ST. LUCIE COLIMY URRENT ISSUE DATE: F-i ULY 2021 SSUED FOR: F- EXCALIBUR EV.:=DATE:===DESCRIPTIO N: SEAL, d., 44, > 72 m rn © 2021 KIMLEY—HORN AND ASSOCIATES, INC. 1920 WEKIVA WAY, SUITE 200 WEST PALM BEACH, FLORIDA 33411 (561) 845-0665 FBPE REGISTRY NO. 696 ROVIDER: RAWN BY:=CHK.: APV.: GD LF JRL ICENSURE: KEMN K. MARAJH PE 71455 JASON R. LEE PE 67472 DAVID R. WALTHALL PE 62599 HEET TITLE COVER SHEET HEET NUMBER=- REVISION: T=1 KHA Job #: 044290125 STANDARD PROVISIONS INTENT A. THESE SPECIFICATIONS AND CONSTRUCTION DRAWINGS ACCOMPANYING THEM DESCRIBE THE WORK TO BE PERFORMED AND 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 THE MATERIALS TO BE FURNISHED FOR THE CONSTRUCTION OF WATER IS NOT AVAILABLE TO THE CONTRACTORS ON SITE. ACCORDANCE WITH ALL APPLICABLE CODES SOME OF WHICH ARE IN ADVANCE OF REQUIRED INSPECTIONS. INSPECTIONS THAT THE T—MOBILE SITE. LISTED BELOW), ORDINANCES, AND AUTHORITIES HAVING WILL BE REQUIRED BY THE CPM OR OTHER DESIGNATED B. LIGHT AND POWER: JURISDICTION OVER THE WORK. UPON THE COMPLETION 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 WITH A CERTIFICATE OF OCCUPANCY (IF REQUIRED) AND OTHER LEGAL 1. INSPECTION OF GROUNDING SYSTEM FULLY EXPLANATORY AND COMPLEMENTARY. HOWEVER, SHOULD C. TELEPHONE: DOCUMENTS TO VERIFY SUCH COMPLIANCE. WHERE NO CODES 2. PRACTICAL COMPLETION. ANYTHING BE SHOWN, INDICATED OR SPECIFIED ON ONE AND NOT THE OTHER. IT SHALL BE THE SAME AS IF SHOWN. EACH CONTRACTOR TO PROVIDE HIS OWN TELEPHONE EXIST, THE WORK SHALL CONFORM WITH THE 7TH EDITION (2020) FLORIDA BUILDING CODE, AND/OR THE SPECIFICATIONS HEREIN, THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ENSURING INDICATED OR SPECIFIED ON BOTH. ACCESS IF REQUIRED. WHICHEVER IS MORE STRINGENT, AND A DOCUMENT STATEMENT SHALL BE THAT ALL RELEVANT AUTHORITY INSPECTIONS ARE CARRIED OUT FURNISHED TO THIS EFFECT. IN A TIMELY MANNER. THE CONTRACTOR SHALL PROVIDE C. THE INTENTION OF THE DOCUMENTS IS TO INCLUDE ALL LABOR D. IF PERMANENT POWER IS COMPLETED, ALL CONTRACTORS MAY DOCUMENTATION OF ALL INSPECTIONS. AND MATERIALS REASONABLY NECESSARY FOR THE PROPER EXECUTION AND COMPLETION OF THE WORK AS INDICATED IN USE THE SERVICE CONNECTION FOR PRODUCTION WORK ONLY, THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING WITH THE DOCUMENTS. PROVIDED THAT ELECTRICAL CORDS AND CONNECTIONS ARE T—MOBILE'S' DESIGNATED ENGINEERING FIRM TO OBTAIN ALL FURNISHED BY THE CONTRACTORS AND ARE DISCONNECTED AND IT IS THE CONTRACTOR'S RESPONSIBILITY VERIFY REQUIRED INSPECTIONS AND TESTING. THE CONTRACTOR D. THE PURPOSE OF THE SPECIFICATIONS IS TO SUPPLEMENT THE PROPERLY STORED DURING NON —WORKING HOURS. COMPLIANCE WITH THE GOVERNING CODES AND TO NOTIFY THE SHALL PROVIDE DOCUMENTATION OF ALL INSPECTIONS. 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 WORK. REFERENCE TO ANY STANDARD OR CODE OF PRACTCE IN THIS CLEAN UP: SPECIFICATION SHALL BE DEEMED TO MEAN THE EDITON E. MINOR DEVIATIONS FROM THE DESIGN LAYOUT ARE ANTICIPATED A. THE CONTRACTORS SHALL AT ALL TIMES KEEP THE SITE FREE CURRENT AT THE TIME OF AWARD OF THE CONTRACT. AND SHALL BE CONSIDERED AS PART OF THE WORK HOWEVER, NO FROM ACCUMULATION OF WASTE MATERIALS OR RUBBISH CAUSED THE CONTRACTOR SHALL COMPLY WITH ALL ZONING AND SITE J. ENVIRONMENTAL PROTECTION CHANGES THAT ALTER THE CHARACTER INTENT OF THE DESIGN BY THEIR EMPLOYEES AT WORK, AND AT THE COMPLETION OF ACQUISITION SPECIAL STIPULATIONS AS OUTLINED IN THE JOB WILL BE MADE OR PERMITTED BY T—MOBILE, THE WORK, THEY SHALL REMOVE ALL RUBBISH FROM AND ABOUT SPECIFICATIONS, OR AS DIRECTED BY THE CPM. NOISE LEVEL THE CONTRACTOR SHALL ENSURE THAT STATE WITHOUT A CHANGE ORDER. THE BUILDING, INCLUDING ALL TOOLS, SCAFFOLDING AND AND LOCAL REGULATIONS ARE COMPLIED WITH IN REGARD TO SURPLUS MATERIALS, AND SHALL LEAVE THE WORK CLEAN AND NOISE LEVELS PRODUCED BY HIS OR HIS SUB —CONTRACTOR'S READY FOR USE. EQUIPMENT OR METHODS OF CONSTRUCTION. CONEUCTS B. EXTERIOR; VISUALLY INSPECT EXTERIOR SURFACES AND PERMITS AND LICENSES DUST CONTROL: THE CONTRACTOR SHALL TAKE ALL NECESSARY REMOVE ALL TRACES OF SOIL, WATER MATERIALS, SMUDGES AND STEPS TO LIMIT THE CREATION OF ANY DUST NUISANCE THAT A. THE CONTRACTOR AND EACH SUBCONTRACTOR SHALL BE OTHER FOREIGN MATTER. A. THE SITE ACQUISITION SPECIALIST SHALL OBTAIN, AT HIS OWN MIGHT ARISE DURING CONSTRUCTION TO THE SATISFACTION OF THE LOCAL AUTHORITIES AND THE BUILDING OWNER. THE CPM RESPONSIBLE FOR VERIFICATION OF ALL MEASUREMENTS AT 1. REMOVE ALL TRACES OF SPLASHED MATERIALS FROM EXPENSE, ALL REQUIRED LOCAL, STATE, AND/OR COUNTY MAY DIRECT THAT WORK CEASE UNTIL SUCH TIME AS ANY THE SITE BEFORE ORDERING ANY MATERIALS OR PERFORMING ADJACENT SURFACES. CONSTRUCTION PERMITS AND LICENSES. COPIES OF ALL PERMITS PARTICULAR DUST NUISANCE IS CONTROLLED TO THE ANY WORK. NO EXTRA CHARGE OR COMPENSATION SHALL BE ALLOWED DUE TO DIFFERENCE BETWEEN ACTUAL DIMENSIONS AND C. INTERIOR: VISUALLY INSPECT INTERIOR SURFACE AND REMOVE SHALL BE SENT TO CPM. APPROVALS FROM RELEVANT PLANNING BOARDS, ENVIRONMENTAL BOARDS, AND/OR OTHER COMMITTEES SATISFACTION OF THE CPM, LOCAL AUTHORITIES, AND BUILDING OWNERS. DIMENSIONS INDICATED ON THE CONSTRUCTION DRAWINGS. ANY ALL TRACES OF SOIL, WASTE MATERIALS, SMUDGES AND OTHER WILL BE SUPPLIED BY OTHERS, BUT MUST BE CONFIRMED BY THE SUCH DISCREPANCY IN DIMENSION WHICH MAY INADVERTENTLY FOREIGN MATTER, SITE ACQUISITION SPECIALIST PRIOR TO THE APPLICATION FOR OCCUR SHALL BE SUBMITTED TO THE T—MOBILE 1_ REMOVE ALL TRACES OF SPLASHED MATERIAL FROM CONSTRUCTION PERMITS. K. REINSTATEMENT CONSTRUCTION PROJECT MANAGER (CPM) FOR CONSIDERATON ADJACENT SURFACES. BEFORE THE CONTRACTOR PROCEEDS WITH THE WORK IN THE FAA APPROVAL WILL BE SUPPLIED BY OTHERS, BUT MUST BE ANY PAVEMENT, FOOTPATH, CURB, GUTTERS, WALLS, FLOORS, AFFECTED AREA. 2. REMOVE PAINT DROPPINGS, SPOTS, STAINS AND DIRT CONFIRMED BY THE CONTRACTOR WITH THE CPM PRIOR TO THE SERVICES, AND EXISTING FEATURES OR OTHER PROPERTIES, FROM FINISHED SURFACES. COMMENCEMENT OF WORK. DISTURBED OR DESTROYED DURING CONSTRUCTION SHALL BE B. THE CONTRACTOR, IF AWARDED THE CONTRACT, WILL NOT BE D. CONTRACTOR SHALL WASH AND WAX FLOOR PRIOR TO FINAL REINSTATED TO A CONDITION AT LEAST EQUAL TO THAT ALLOWED ANY EXTRA COMPENSATION BY REASON OF ANY MATTER ACCEPTANCE. FLOOR WAX SHALL BE OF THE ANTI —STATIC EXISTING BEFORE COMMENCEMENT OF OPERATIONS. OR THING ABOUT WHICH THE CONTRACTOR MIGHT NOT HAVE TYPE. B. PRIOR TO COMMENCING THE WORK, THE CPM FULLY INFORMED HIMSELF PRIOR TO BIDDING. SHALL SCHEDULE AN ON —SITE MEETING WITH ALL MAJOR L. AS—BUILTS DRAWINGS PARTIES TO THE PROJECT. THIS WOULD INCLUDE (THOUGH NOT LIMITED TO) THE DESIGNATED ELECTRICIAN, LOCAL TELEPHONE THE CONTRACTOR SHALL PREPARE A RED LINED SET OF AS — CHANGE ORDER PROCEDURE: COMPANY, CARPENTRY FOREMAN (IF SUBCONTRACTED), A BUILT DRAWINGS. THE FORM OF MARKED UP CONSTRUCTION REPRESENTATIVE FROM THE.LOCAL SPECIFIED WAREHOUSE AND PLANS SHALL BESTANDARD ACCEPTABLE TO T—MOBILE. SUCH DRAWINGS CONTRACTS AND WARRANTEE A. CHANGE ORDER MAY BE INITATED BY THE CPM, AND/OR THE CPM OR HIS DESIGNATED REPRESENTATIVE. SHALL MI TO T—MOBILE WITHIN TWO WEEKS FROM PRACTICAL CONTRACTOR. THE CONTRACTOR, UPON VERBAL REQUEST FROM COMPLETITI ON AND PRIOR TO APPROVAL OF THE CONTRACTOR'S FINAL A. EACH CONTRACTOR IS RESPONSIBLE FOR HELPING TO OBTAIN THE CPM SHALL PREPARE A WRITTEN PROPOSAL DESCRIBING THE INVOICE. THE GUIDING PERMIT AT THE LOCAL JURISDICTION AS THE CHANGE IN WORK OR MATERIALS AND ANY CHANGES IN THE C CONTRACTOR T R SHALL FIELD VERIFY ALL EXISTING UTILITIES CONTRACTOR OF RECORD, AND PROVIDE SAID JURISDICTION WITH CONTRACT AMOUNT AND PRESENT TO THE CPM FOR APPROVAL BOTH HORIZONTALLY AND VERTICALLY PRIOR TO START OF M. PRACTICAL COMPLTON ALL PROOF REQUIRED TO OPERATE AS A CONTRACTOR IN THAT SUBMIT REQUESTS FOR SUBSTITUTIONS IN THE FORM AND CONSTRUCTION, ANY DISCREPANCIES JURISDICTION. ACCORDANCE PROCEDURES REQUIRED FOR CHANGE ORDER INTERPRETATION OF PLANSIMMEDIATELYWIN BE IMMEDIATELY REPORTED THE FOLLOWING DOCUMENTATION SHALL BE PROVIDED TO T—MOBILE PROPOSALS. ANY ANY CHANGES TO THE SCOPE OF WORK OR MATERIALS TO THE ENGINEER FOR RESOLUTION AND INSTRUCTION AND NO PRIOR TO THE DATE OF PRACTICAL COMPLETION: WHICH ARE PERFORMED BY THE CONTRACTOR WITHOUT A WRITTEN CHANGE ORDER AS DESCRIBED AND APPROVED BY THE CPM, FURTHER WORK SHALL BE PERFORMED UNTIL DISCREPANCY IS CHECKED AND CORRECTED BY THE ENGINEER. FAILURE TO SECURE 1. ALL QUALITY ASSURANCE CHECKLISTS AS OUTLINED IN SHALL BECOME THE SOLE RESPONSIBILITY OF THE CONTRACTOR. SUCH INSTRUCTION MEANS CONTRACTOR WILL HAVE WORKED AT HIS THE PREVIOUS SECTIONS STORAGE: OWN RISK AND EXPENSE. 2. WARRANTIES AND MAINTENANCE MANUALS, IF APPLICABLE 3. GROUND SYSTEM RESISTANCE TEST A. DO NOT USE THE EXISTING BUILDING SPACE FOR STORAGE OF TOOLS OR MATERIALS WITHOUT THE CONSTRUCTION PROJECT RELATED DOCUMENTS AND COORDINATION: D. THE CONTRACTOR SHALL BE EQUIPPED WITH A MEANS OF 4. CERTIFICATE OF OCCUPANCY MANAGER AND/OR BUILDING OWNER APPROVAL. CONSTANT COMMUNICATIONS. SUCH AS A CELLULAR PHONE OR A A. GENERAL CARPENTRY, ELECTRICAL, AND ANTENNA DRAWINGS ARE PAGER. B. ALL MATERIALS MUST BE STORED IN A LEVEL AND DRY INTERRELATED. IN PERFORMANCE OF THE WORK, EACH LOCATION AND IN A MANNER THAT WILL NOT OBSTRUCT THE FLOW OF OTHER WORK. ANY EQUIPMENT OR MATERIAL STORAGE CONTRACTOR MUST REFER TO ALL DRAWINGS. ALL COORDINATION TO BE THE RESPONSIBILITY OF THE GENERAL E. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ALL SITE SAFETY METHOD MUST MEET ALL RECOMMENDATIONS OF THE CONTRACTOR. INCLUDING BUT NOT LIMITED TO PROTECTION OF ALL SITE PERSONNEL MANUFACTURER. AND THE GENERAL PUBLIC DURING THE ENTIRE SITE CONSTRUCTION PERIOD. HE SHALL TAKE ALL REASONABLE PRECAUTONS TO PLACE AND MAINTAIN BARRICADES, LAMPS, SIGNS, AND THE INSURANCE AND BONDS: LIKE IN ACCORDANCE WITH OSHA SAFETY ACT AND ANSI OCCUPATIONAL GUIDELINES. PROTECTION: SHOP DRAWINGS: A. EACH CONTRACTOR SHALL AT HIS OWN EXPENSE CARRY AND A. PROTECT FINISHED SURFACES, INCLUDING JAMBS AND HEADS OF F. PROVIDE DAILY UPDATES ON SITE PROGRESS, EITHER VERBAL MAINTAIN FOR THE DURATION OF THE PROJECT ALL OPENINGS USED AS PASSAGEWAYS THROUGH WHICH EQUIPMENT A. CONTRACTORS TO SUBMIT SHOP DRAWINGS AS REQUIRED AND OR WRITTEN TO CPM. INSURANCE AS REQUIRED AND LISTED AND SHALL NOT AND MATERIALS WILL PASS. LISTED IN THESE SPECIFICATIONS THROUGH THE GENERAL COMMENCE WITH HIS WORK UNTIL HE HAS PRESENTED A FOR CONTRACTOR TO THE CPM, FOR REVIEW. G. COMPLETE INVENTORY OF CONSTRUCTION MATERIALS AND CERTIFICATE OF INSURANCE STATING ALL COVERAGES TO GENERAL CONTRACTOR WHO B. PROVIDE PROTECTION EQUIPMENT ROOM SURFACES PRIOR TO EQUIPMENT IS REQUIRED PRIOR TO START OF CONSTRUCTION. .THE SHALL, IN TURN, ALLOWING EQUIPMENT OR MATERIALS TO BE MOVED OVER SUCH B. ALL SHOP REVIEWED, TO BE REVIEWI, CHECKED, CORRECTED, FORWARD A COPY OF ALL CERTIFICATES TO THE CPM. SURFACES. STAMPED AND SIGNED BY GENERAL CONTRACTOR PRIOR TO C. MAINTAIN FINISHED SURFACES CLEAN, UNMARRED AND SUBMITTAL TO THE CPM. H. COORDINATION WITH PUBLIC UTILITY AUTHORITIES SUITABLY PROTECTED UNTIL JOB SITE IS ACCEPTED BY CPM. THE CONTRACTOR SHALL COORDINATE WITH RELEVANT AUTHORITIES THE WORKS THEY ARE TO BE CARRIED OUT. HE SHALL CONDUCT HIS OPERATIONS SO AS TO NOT INTERFERE WITH THE OPERATIONS OF PUBLIC AND/OR PRIVATE UTILITY F AUTHORITIES, INSTALLING SERVICES ON THE SITE PRODUCTS AND SUBSTITUTIONS: THE CONTRACTOR WILL BE RESPONSIBLE FOR THE PROTECTION REPAIRS AND REPLACEMENTS: '� A. SUBMIT 3 COPIES OF EACH REQUEST FOR SUBSTITUTION. IN I OF SUCH FACILITIES AND STRUCTURES DURING CONSTRUCTION EACH REQUEST IDENTIFY THE PRODUCT FABRICATION OR OF THIS SITE. A. IN EVENT OF DAMAGE, THE CONTRACTOR SHALL PROMPTLY MAKE INSTALLATION METHOD TO BE REPLACED BY THE SUBSTITUTION. 5 ALL REPLACEMENTS AND REPAIRS AND AT NO ADDITIONAL COST INCLUDE RELATED SPECIFICATION SECTION AND DRAWING h TO T—MOBILE AND/OR BUILDING OWNER. NUMBERS, AND COMPLETE DOCUMENTATION SHOWING COMPLIANCE WITH THE REQUIREMENTS FOR SUBSTITUTIONS. B. ALL NECESSARY PRODUCT DATA AND CUT SHEETS SHALL PROPERLY INDICATE AND DESCRIBE THE ITEMS, PRODUCTS, AND e MATERIALS BEING INSTALLED. THE CONTRACTOR SHALL, IF DEEMED NECESSARY BY THE CPM, SUBMIT ACTUAL SAMPLES TO THE CPM FOR APPROVAL IN LIEU OF CUT SHEETS. I m.i..m�t of a>a�a i, It-d .a. p.u.a -lg.. „hid, Il .m Rass al ..E'lmyrwc rtloince an this Eowmenf P,WQe4. •INwt wium, auiborizalnn mtl .d�t.tim by genley-Nvn vnJ �ss.eiales, Inc ebdl b. .IUwt II.b01ty I. If4.lsy-Hrtn antl Reeadotes. Inc T • -Mobile 1300 CONCORD TERRACE, SUITE 200 SUNRISE FL, 33323 ROJECT INFORMATION: CROWN 800642 FL W MIDWAY A2P0090A 16800 OKEECHOBEE RD WEST ST. LUCIE, FL 34945 ST. LUCIE COUNTY URRENT ISSUE DATE: JULY 2021 SSUED FOR: EXCALIBUR ATE:—ESCRIPTION: SEA CIE J, N 4- f�18 D• 6'(' Kh horn F © 2021 KIMLEY—HORN AND ASSOCIATES INC. 1920 WEKIVA WAY, SUITE 200 WEST PALM BEACH, FLORIDA 33411 (561) 845-0665 FBPE REGISTRY NO. 696 ROVIDER: RAWN BY:=CHK.: APV..__] GO IF JRL (CENSURE: KEVIN K. MARAJH PE 71455 JASON R. LEE PE 67472 DAVID R. WALTHALL PE 62599 HEET TITLE GENERAL NOTES HEEf NUMBER•REVISION G=1 KHA Job #: 044290125 EXISTING HANDHOLE \ EXISTING 12' WIDE EXISTING T—MOBILE EMERGENCY ACCESS GATE PUSH BUTTON EXISTING _.,✓X X T—MOBILE EXISTING T—MOBILE PPC 'I X X �X•J X `•�-M>...�.•X �X_ f 50KW DIESE GENERATOR EXISTING TELCO Do ® ON PEDESTAL CONCRETE EXISTING T—MOBILE ATS EXISTING MULTI —TENANT X'': PAD EXI5TING AT&T l UTILITY H—FRAME DIESEL GENERATOR (� EXISTING T—MOBILE FIBER )[(IN BOX } EXISTING T—MOBILE PPC EXISTING T—MOBILE S1 GENERATOR ON 5'X8' j Xr CONCRETE PAD (((((( GRAVEL\ D EXISTING T—MOBILE BASE S �OMPOUND PLINTH l ( X ( EXISTING AT&T EQUIPMENT ( SHELTER EXISTING T—MOBILE EQUIPMENT ON PLINTH j O EXISTING AT&T 1(( COAX BRIDGE ) � X; i >2. i A/C A/C EXISTING T—MOBILE �J''el O X COAX BRIDGE EXISTING T—MOBILE \ EXISTING SPRINT/NEXTEL COAX BRIDGE ' DIESEL GENERATOR C. EXISTING 6' HIGH CHAIN —LINK FENCE W/ 3 - L X( STRAND BARBED WIRE x JJ EXISTING T-MOBILE EQUIPMENT 1 NORTH A/C A/C s` LAYOUT PLAN EXISTING LANDSCAPING (TYP. EXISTING 245't SELF—SUPPORT TOWER ! SCALE FEET EXISTING T—MOBILE EXISTING FIBER BOX EXISTING VERIZON SPRINT/NEXTEL j EXISTING T—MOBILE EMERGENCY PUSH BUTTON EQUIPMENT % WIRELESS COAX BRIDGE SHELTER. 1 X T EXISTING EXISTING T—MOBILE PPC { 50KW DIESE GENERATOR I ON CONCRETE EXISTING T—MOBILE ATS EXISTING VERIZON WIRELESS PAD EQUIPMENT ON CONCRETE PAD 1 '`'X EXISTING VERIZON EXISTING SPRINT/NEXTEL (/ WIRELESS UTILITY 4 H—FRAME COAX BRIDGE 3 O GRAVED PROPOSED LUMENGEN LED LIGHT LG-ALV2-150W-27V-40K POLE MOUNTED S WIRELESS EXISTING LP FUEL VERIZON ANK WIRELESS LP VERIZON GEENERATOR COMPOUND X �10' MINIMUM ABOVE GRADE) CONNECTED TO ( ROTARY 71MER WITH 60 MINUTES. MOUNTED i I X._ X _ , v. . _ p .. r ,.. X.. Y, R y- APPROVEDFEOUALRER'S SPEgFlCAlI0N5 (OR ( SITE PLAN NORTH EXISTING T-MOBILE BASE LEGEND PLINTH SCALE FEET i OA EXISTING T-MOBILE DELTA LARGE SSC TO BE REMOVED cl O Og EXISTING T-MOBILE FCOA CABINET TO BE REMOVED ExIsrlNc r-MOBILE COAX BRIDGE CO EXISTING T-MOBILE COUP TO BE REMOVED PROPOSED T-MOBILE RES HCS ( Op EXISTING T-MOBILE JUNCTION BOX TO BE REMOVED TRUNK CABLE ENTERING THE BACK OF 6160 CABINET NORTH O EXISTING T-MOBILE (2) AIRSCALE AMOB TO BE REMOVED v f O PROPOSED T-MOBILE 6160 CABINET PROPOSED T-MOBILE EQUIPMENT =a,. r...a a=. .. p,•san =e n...m .. tiRne a yiam==r==fi=o""n elNi G PROPOSED T-MOBILE B160 CABINET LAYOUT PLAN 0 3' 6' i. o I a„< =r =�e m ,wa .am�a ws aowm=m nuwr .�u.n`� uai:=1u. a,a .awmii�, r rclml=y-na„ ..a A...a.l... Inc. sft=II be =IUout li�alty to Km1=y-Man antl Assocfoles. Inc. SCALE FEET T • •Mobile •- 1300 CONCORD TERRACE, SUITE 200 SUNRISE FL, 33323 PROJECT INFORMATION: CROWN 800642 FL W MIDWAY A2P009OA 16800 OKEECHOBEE RD WEST ST. LUCIE, FL 34945 ST. LUCIE COUNTY URRENT ISSUE DATE: JULY 2021 SSUED FOR: EXCALIBUR EV. DATE: DESCRIPTION: SEAL: f L 2 8 20'. - OF LAidS 1V4vu.�; , �tiV�n ' © 2021 KIMLEY—HORN AND ASSOCIATES, INC. 1920 WEKIVA WAY, SUITE 200 WEST PALM BEACH, FLORIDA 33411 (561) 645-0665 FBPE REGISTRY NO. 696 ROVIDER: RAWN BY:=CHK.: APV.: GD LF JRL (CENSURE: KEVIN K. NARAJH PE 71455 JASON R. LEE PE 67472 DAVID R. WALIHALL PE 62599 HEFT TITLE SITE PLAN & T-MOBILE EQUIPMENT LAYOUT HEET NUMBER-REVISION- -1 KHA Job #: 044290125 TOP OF TOIA EL. 24' EXISTING ANTENNAS EC 248:L D CENTER OF EXISTING AND . 217'f i) EXISTING ANTENNAS, (3) TO BE REMOVED VD REPLACED WITH (3) NEW ANTENNAS, (ISTING MOUNTS TO BE REMOVED AND EPLACE WITH PROPOSED V-FRAME MOUNTS ATE PRO-1 # VFA12-HD) (TYP. OF 3) EXISTING T-MOBILE AHFIB RRU TO BE REMOVED EXISTING T-MOBILE FRIE RRU TO BE REMOVED EXISTING T-MOBILE FXFB RRU TO BE REMOVED EXISTING T-MOBILE AHLOA RRU TO BE REMOVED EXISTING T-MOBILE COVP TO BE REMOVED EXISTING ANTENNAS EXISTING T-MOBILE L600 L700 AND EL. 200't G1900+U2100 OCTA ANTENNA TO BE RELOCATED SECTOR C AZ = 270' EXISTING T-MOBILE AHLOA RRU TO BE REMOVED EXISTING T-MOBILE FRIE RRU TO BE REMOVED EXISTING SPRINT/NEXTEL ANTENNAS ' EL. 130't TING 245't --SUPPORT TOWER STING HYBRID CABLES THI SIZEI CITY. REMOVE )'±1 1.24" 1 3 1 3 PROPOSED TRUNK CABLE :TH ISIZE I CITY. i f 1.99" 1 3 •DRAWING IS INTENDED TO DEPICT THE ERAL LOCATION AND HEIGHT OF THE POSED ANTENNAS ON THE EXISTING ER. CONSTRUCTION SHALL NOT PROCEED L A STRUCTURAL ANALYSIS REPORT HAS 4 COMPLETED BY A PROFESSIONAL WEER REGISTERED IN THIS STATE, CLUDING THAT THE EXISTING TOWER IS JCTURALLY ADEQUATE TO RESIST THE TING AND PROPOSED LOADS. G ELR.AD 0' -SECTOR C AZ = 270' EXISTING T-MOBILE L21DO/U2100----- QUAD ANTENNA TO BE REMOVED EXISTING T-MOBILE AHFIB RRU TO BE REMOVED NOTES: 1. SAFETY CUMB AND COMBING PATH MAY NOT BE OBSTRUCTED IN ANY WAY. 2. IF DEVIATION FROM THE DESIGN IS REQUIRED, SUCH BUT NOT LIMITED TO THAT RRU'S, TMA'S, EfC. CANNOT BE INSTAUFD AS DESIGNED BEHIND THE ANTENNAS, THE T-MOBILE CM IS TO CONTACT THE CROWN CM TO CONFIRM BEST PATH FORWARD AND ENSURE THE MA AS WELL AS THE SA ARE STILL CONSIDERED PASSING. PROPOSED T-MOBILE 4480 RRU MOUNTED TO PROPOSED MOUNT PER MANUFACTURER'S SPECIFICATIONS PROPOSED T-MOBILE AIR6449 ANTENNA MOUNTED TO PROPOSED MOUNT PER MANUFACTURER'S SPECIFICATIONS SECTOR C AZ = 270' SECTOR C AZ = 270' RELOCATED EXISTING T—MOBILE L60OA700 AND GI9OD+U2100 OCTA ANTENNA PROPOSED T—MOBILE 4480 RRU FOR B12 MOUNTED TO PROPOSED MOUNT PER MANUFACTURER'S SPECIFICATIONS EXISTING T-MOBILE FXFB RRU TO BE REMOVED EXISTING T-MOBILE L600/L700 AND G1900+U2100 OCTA ANTENNA TO BE RELOCATED EXISTING ANTENNA LAYOUT N.T.S. PROPOSED T—MOBILE 4460 RRU FOR B12 MOUNTED TO PROPOSED MOUNT PER MANUFACTURERS SPECIFICATIONS PROPOSED T—MOBILE 4480 RRU MOUNTED TO PROPOSED MOUNT PER MANUFACTURER'S SPECIFICATIONS PROPOSED T—MOBILE 4480 RRU MOUNTED TO PROPOSED MOUNT PER MANUFACTURER'S SPECIFICATIONS am N � 01 om P 5�0�0�60 EXISTING T-MOBILE L2100/U2100 QUAD ANTENNA TO BE REMOVED EXISTING T-MOBILE L600/L700 AND G1900+U2100 OCTA ANTENNA TO BE RELOCATED EXISTING T-MOBILE COVP TO BE REMOVED EXISTING T-MOBILE COVP TO BE REMOVED EXISTING T-MOBILE FXFB RRU TO BE REMOVED EXISTING T-MOBILE FRIE RRU TO BE REMOVED EXISTING T-MOBILE AHLOA RRU TO BE REMOVED EXISTING T-MOBILE AHFIB RRU TO BE REMOVED EXISTING T-MOBILE L2100/U2100 QUAD ANTENNA TO BE REMOVED RELOCATED EXISTING T—MOBILE L600/L7OO AND G1900+U2100 OCTA ANTENNA � P SEGO 6� PROPOSED T-MOBILE AIR6449 ANTENNA PI MOUNTED TO PROPOSED MOUNT PER MANUFACTURER'S SPECIFICATIONS PROPOSED V-FRAME MOUNTS (SITE PRO-1 / VFA12-HD) (TYP. OF 3) PROPOSED T-MOBILE 4460 RRU FOR B12 MOUNTED TO PROPOSED MOUNT PER MANUFACTURER'S SPECIFICATIONS TOWER ELEVATION PROPOSED T-MOBILE AIR6449 ANTENNA) Nm Nm RELOCATED EXISTING T-MOBILE L600/L700 MOUNTED TO PROPOSED MOUNT PER AND G1900+U2100 OCTA ANTENNA N.T.S. MANUFACTURER'S SPECIFICATIONS O II o -�A �ZJJ cA c m O m Rawe��ca:daem�f��e �ryaxi9 aedpaduaL <Iom��ti e\ ` PROPOSED ANTENNA LAYOUT iNw\ 't\en uu Qlmtion mtl otloplatiw bn K"vnley�ian on ssociotes, Inc Moll be .iNaut IieD0lty to Kimley-Nvn o d Aevociates, Inc. N.T.S. T • Mobile 1300 CONCORD TERRACE, SUITE 200 SUNRISE FL, 33323 PROJECT INFORMATION: CROWN 800642 FL W MIDWAY A2P0090A 16800 OKEECHOBEE RD WEST ST. LUCIE, FL 34945 ST. LUCIE COUNTY URRENT ISSUE DATE: JULY 2021 SSUED FOR: EXCALIBUR EV.:=DATE:ESCRI PTION: .1as� N1/ SEALS.' N - J IV2 V,= a v4 .• iZ� s hr�Y na."ya orn © 2D21 KIMLEY—HORN AND ASSOCIATES, INC. 1920 WEKIVA WAY, SUITE 200 WEST PALM BEACH, FLORIDA 33411 (561) B45-0665 FBPE REGISTRY NO. 696 ROVIDER: RAWN BY:=CHK.: APV.'. GD I LF T JRL ICENSURE: KEVIN K. NARAJH PE 71455 JASON R. LEE PE 67472 DAMD R. WALTHALL PE 62599 HEET TITLE TOWER ELEVATION AND ANTENNA LAYOUT HEET NUMBER REVISION C=2 KHA Job #: 044290125 INSTALLER NOTES 1. COMPLY WITH MANUFACTURERS INSTRUCTIONS TO ENSURE THAT ALL RRHs RECEIVE ELECTRICAL POWER WITHIN 24 HOURS OF BEING REMOVED FROM THE MANUFACTURER'S PACKAGING. 2.DO NOT OPEN RRH PACKAGES IN THE RAIN. 13. ALL PIPES, BRACKETS, AND MISCELLANEOUS HARDWARE TO BE GALVANIZED UNLESS NOTED OTHERWISE. NEW F PROPOSED ANTENNA ,AN'AIR 6449 B41 WIDTH: 20.5e HEIGHT: 33.1" DEPTH: 8.5" MOUNT( to e�:� e. lim�ilykAat­ o 1, f 1, :47—m.exm��ci is eiuwt b. i u ity ma aa�mei� er Kimiey-Hai eye A .oaetee. m,ai ed(nout to Kmley�lan and Avociolo, Inc. MOUNTING BRACKET (SUPPLIED W/ ANTENNA) NEW ANTENNA MOUNTING BRACKET (SUPPLIED W/ ANTENNA) r\ ANTENNA WITH RRH MOUNTING DETAIL SCALE: NOT TO SCALENOT TO SCALE NEW RRH MOUNTING PLATE :KET PROPOSED 1/2" DIAMETER, SIMPSON STRONG —TIE STRONG —BOLT 2 WEDGE ANCHOR WITH 3-3/4" NOMINAL EMBEDMENT (ICC ESR-3037). TO SE INSTALLED A MINIMUM OF (1) IN EACH CORNER OF CABINET. SEE MANUFACTURER'S EQUIPMENT INSTALLATION MANUAL FOR ANCHOR LOCATIONS. IT IS ASSUMED THAT CABINET ANCHOR LOCATIONS HAVE BEEN DESIGNED/REINFORCED BY THE MANUFACTURER TO WITHSTAND SHEAR AND UPLIFT FORCES AS CALCULATED IN THIS DESIGN EQUIPMENT LOCK BASE FRAME WASHER PLATE WASHER d ° o c :.a d d . c d ° d 'a d A' e a a d . '9 CONCRETE SLAB, CONTRACTOR TO VERIFY SLAB THICKNESS PRIOR TO INSTALLATION CABINET ANCHOR DETAIL SCALE: NOT TO SCALE T . .Mobile a. 1300 CONCORD TERRACE, SUITE 200 SUNRISE FL, 33323 PROJECT INFORMATION: CROWN 800642 FL W MIDWAY A2P0090A 16800 OKEECHOBEE RD WEST ST. LUCIE, FL 34945 ST. LUCIE COUNTY URRENT ISSUE DATE: JULY 2021 SSUED FOR: EXCALIBUR EV. DATE:====:DESCRIPTION: SEAL: N 4gA q 1.1 STJ41z2 .. en yy \\, © 2021 K1�L�ii1 1 011 ASSOCIATES, INC. 1920 WEKIVA WAY, SUITE 200 WEST PALM BEACH, FLORIDA 33411 (561) B45-0665 FBPE REGISTRY NO. 696 ROVIDER: : APV. RAWN BY:=CHKCF7� GD (CENSURE: KEMN K. NARAJH PE 71455 JASON R. LEE PE 67472 DAVID R. WALTHALL PE 62599 HEET TITLE EQUIPMENT MOUNTING DETAILS HEET NLIMBER=='=_-REVISION: C=3 KHA Job #: 044290125 GENERAL NOTES: CONDUIT INSTALLATION NOTES: ALL CONDUIT RUNS AND EQUIPMENT LOCATIONS ARE SHOWN DIAGRAMMATICALLY CONTRACTOR TO FIELD COORDINATE WITH WIRELESS CARRIER BEFORE INSTALLATION. CONTRACTOR SHALL PROVIDE TRAFFIC RATED, QUAZTTE 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. ALL EXPOSED CONDUIT SHALL BE RGSIIU A-5,6,7&8 (1) 2' ELECTRICAL CONDUIT FROM EXISTING PPC TO PROPOSED 6160 CABINET PROPOSED T—MOBILE RFS HCS TRUNK CABLE ENTERING THE BACK OF 6160 CABINET LOAD CALC LOAD AMPS PROPOSED 6160 CABINET 130 PROPOSED LED UGHT 1 GH 1 GEN. HEATER 1 GEN. BATTERY 1 TOTAL 134 EXIST VOLTAGE PROVIDED: 24OV, 1 PHASE, 3W EXIST SERVICE PROVIDED: IC/0, 3/DCU, 200A EXISTING T—MOBILE EMERGENCY PUSH BUTTON EXISTING T—MOBILE PPC APPROXIMATE LOCATION OF EXISTING T—MOBILE GROUND BAR EXISTING T—MOBILE ATS A-18 (1) 1/2' ELECTRICAL CONDUIT FROM IXISRNG PPC TO PROPOSED LED LIGHT PROPOSED T—MOBILE LED LIGHT APPROXIMATE LOCATION EXISTING 5/8-X10' GROUND ROD WITH INSPECTION SLEEVE APPROXIMATE LOCATION OF EXISTING 12 EQUIPMENT GROUND RING GROUND LEADS TO EQUIPMENT CABINETS TO BE MECHANICALLY BONDED GRADE TO FIBER DEMARC EXISTING FIBER CABINET (1) 2" CONDUIT, EXTEND TO 6160- CABINET, WIRE FIBER CIRCUITS AS DIRECTED BY WIRELESS CARRIER'S CPM. FIBER RISER DIAGRAM EXIST CONDUIT BACK TO POWER CO., FIELD VERIFY WIRE SIZE AND AMPACITY EXISTING METER CAN & METER PROPOSED BOND 12 GND JUMPER 6160 TO EXISTING GROUND RING CO2 CABINET I T"tj EXISTING 2P-200/200M CLF DISC, SE RATED, 100 KAIC, NEMA 3R MIN. WEATHERPROOF EMERGENCY CD3 STANDBY GENERATOR 3-3/0,1J6,2-C C04 3-3/0,1#6,2'C 2P-200 KW LOAD UNDER GENERATOR: WIRELESS CABINET OUTPUT (LOAD) IS CONTROLLED BY MONITORING SOFTWARE. SOFTWARE HAS LOAD SHEDDING CAPABILITIES AND IS AWARE WHEN CABINETS ARE ON EMERGENCY POWER AT WHICH TIME ALL WIRELESS CABINETS 0 60% OF MAX LOAD (134 AMPS x 60% LOAD = 80 AMPS) BOND '2 GND EXISTING ATS JUMPER TO SNITCH BATT JKT EXISTING HTR � CHGR HTR C GROUND RING NEMA 3R C05 5114,3/4"C� CONTROL PANEL TUTS 2 I 6'—On I EXISTING PPC �3-3/10.114,2-C LLn MIN. I— — -- — 2P-200 C MI —C 2P-200 I L ___J 3-3/0,114,2'C GFCI 24 POSITION BD PNLBD ASEE A I SCHEDULE I F RCE1 L _I _ J �PRLG�OJR/I PROPOSED 4 SPACE 2P-200 AMP BRANCH BREAKER TO 6160 CABINET SEE PNLBD SCHEDULE C05 2-3/0,2#6G,2"C PROPOSED 6160 CABINET EXISTING 200A, 3W, APPLETON GENERATOR �5#14,3/4'C RECEPTACLE, ACIR20043RS STYLE 2 PUSH BUTTON KILL STATION FOR GENERATOR BOND J2 GND JUMPER TO EXISTING GROUND RING NOTE: ALL GROUND WIRES ARE TO BE'�\:' . \ 12 TINNED SOLID COPPER WIRES ELECTRICAL SITE PLAN 1 ONELINE DIAGRAM 13 1. GENERAL A THE CONTRACTOR SHALL PROVIDE ALL MATERIAL AND LABOR FOR A COMPLETE ELECTRICAL SYSTEM AS INDICATED ON THE DRAWINGS. ITEMS NOT SHOWN BUT OBVIOUSLY NECESSARY FOR A COMPLETE SYSTEM SHALL BE INCLUDED. B. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS, INSPECTIONS AND APPROVALS. C. ALL WORK SHALL CONFORM TO THE NATIONAL ELECTRICAL CODE AND THE LOCAL BUILDING CODES. ALL COMPONENTS SHALL BE U.L APPROVED. D. THE CONTRACTOR SHAM BEFORE SUBMITTING HIS BID, VISIT THE SITE OF THE PROJECT AND BECOME FAMILIAR WITH THE CONDITIONS. NO ALLOWANCE WILL BE MADE FOR EXISTING CONDITIONS OR FAILURE OF THE CONTRACTOR TO OBSERVE THEM. E. EXACT LOCATION OF ALL EQUIPMENT SHALL BE COORDINATED WITH WIRELESS CARRIER, THE BUILDING OWNER AND OTHER TRADES. F. WHERE EQUIPMENT IS SPECIFIED BY MANUFACTURER AND TYPE, SUBSTITUTION SHALL ONLY BE MADE WITH THE APPROVAL OF THE ENGINEER. THE CONTRACTOR SHALL SUBMIT DETAILS OF PROPOSED MATERIALS, REASON FOR CHANGE AND CHANGE IN CONTRACT AMOUNT. I 2. SCOPE OF WORK A THE CONTRACTOR SHALL PROVIDE ALL ELECTRICAL WIRING AND EQUIPMENT UNLESS OTHERWISE INDICATED. MAIN COMPONENTS ARE AS FOLLOWS: 1. PROVIDE ELECTRICAL RACEWAYS & W NNG AS INDICATED ON THE DRAWINGS. 2. PROVIDE ELECTRICAL EQUIPMENT MOUNTED AS DIRECTED BY CARRIER AND AS INDICATED ON THE DRAWINGS. 3. PROVIDE TELEPHONE CONDUIT WITH PULL WIRE AND CABLE AS INDICATED ON DRAWINGS. 4. INSTALL WIRE AND CONDUIT AS INDICATED. PROVIDE CABLE SUPPORTS AS INDICATED. 5. REPLACE EXISTING WIRELESS CABINET WITH NEW OWNER FURNISHED WIRELESS CABINETS AS INDICATED ON DRAWINGS. 6. REUSE EXISTING GROUND JUMPERS WHEN POSSIBLE FROM FORMER WIRELESS CABINETS; PROVIDE NEW GROUND JUMPERS TO NEW CABINETS AS REQUIRED. 7. PROVIDE GROUNDING PROTECTION SYSTEM AS INDICATED. 8. RESTORE ALL AREAS TO ORIGINAL CONDITION AFTER INSTALLATION OF CONDUIT. 9. CONTRACTOR SHALL CLEARLY LABEL DISCONNECTS AND OTHER RELATED GEAR. 10. AT TIME OF PLAN PERMITTING, CONTRACTOR SHALU APPLY FOR A THIRTY (30) DAY TEMPORARY POWER PERMIT FOR TESTING PURPOSES. 3. CONDUIT A CONDUIT SIZES AS SHOWN ON THE DRAWINGS ARE A MINIMUM. THE CONTRACTOR MAY INCREASE AS REQUIRED FOR EASE OF PUWNG. B. CONDUIT TYPES SHALL BE AS FOLLOWS UNLESS OTHERWISE INDICATED: 1. ALL ABOVE GRADE CONDUIT SHALL BE RIGID GALVANIZED STEEL 2. ALL CONDUIT BELOW GRADE SHALL BE SCHEDULE 40 PVC. 3. CONCEALED CONDUIT IN WALLS OR ABOVE CBUNG SHALL BE EMT. C. ALL EXPOSED CONDUIT SHALL BE NEATLY INSTALLED AND RUN PARALLEL OR PERPENDICULAR TO STRUCTURAL ELEMENTS. SUPPORTS AND MOUNTING HARDWARE SHALL BE HOT DIPPED GALVANIZED STEEL NYLON INSULATED BUSHINGS SHALL BE USED ON ALL CONDUIT TERMINATIONS. D. FLEX CONDUIT SHALL BE UQUID TIGHT FLEXIBLE METAWC CONDUIT. E NO CONDUIT SHALL BE INSTALLED IN LIFE SAFETY AREAS SUCH AS F. 8T BW)'ROUTES ARE SCHEMATIC. FIELD VERIFY ROUTE BEFORE BD. COORDINATE ROUTE WITH WIRELESS CARRIER AND BUILDING DI G. WRPROOF HUBS SHALL BE USED FOR ALL TOP AND SIDE PENETRATIONS TO ENCLOSURE LOCATED OUTDOORS. 4. CONDUCTORS A CONDUCTORS SHALL BE STRANDED COPPER TYPE THWN WITH 75 DEGREE C RISE INSULATION. 5. PULL BOXES AND JUNCTION BOXES A INTERIOR ENCL SHALL BE NEMA 1. EXTERIOR ENCL SHALL BE NEMA 3R. 6. GROUNDING A PROVIDE GROUND SYSTEM AS INDICATED ON THE DRAWINGS AND AS REQUIRED BY THE NATIONAL ELECTRIC CODE AND RADIO EQUIPMENT MANUFACTURER. B. ALL RACEWAYS REQUIRE GROUNDING CONDUCTORS. BONDING CONDUCTORS THROUGH THE RACEWAY SYSTEM SHALL BE CONTINUOUS FROM MAIN SWITCH GROUND BUSES TO PANEL GROUND BARS, AND FROM PANEL GROUNDING BARS TO BRANCH CIRCUIT OUTLETS, MOTORS, UGHTS, ETC. THESE GROUND CONDUCTORS ARE REWIRED THROUGHOUT THE PROJECT REGARDLESS OF WHETHER CONDUIT RUNS SHOW GROUND CONDUCTORS ON THE DRAWINGS. C. COORDINATE WITH ENCLOSURE SUPPLIER TO INSTALL TELL GROUND BARS BELOW THE TELCO BOARD. CONNECT TO MAIN GROUNDING SYSTEM. ABBREVIATIONS ANT ANTENNA AWG AMERICAN WIRE GAUGE BCW BARE COPPER WIRE RWY RACEWAY TYP. TYPICAL RGS RIGID GALVANIZED STEEL SYMBOLS v CADWELD TYPE CONNECTION ED 5/8' X10'—O' COPPERCLAD GRND. ROD W/INSP. SLEEVE 0 5/8' X10'-0' COPPERCLAD GRND. ROD ■ MECHANICAL TYPE CONNECTION — — — /2 TINNED SOLID BARE CU WIRE — — — UNDER GROUND TELCO CONDUIT — — — UNDER GROUND ELECTRIC CONDUIT EMT ELECTRICAL METAWC TUBING DWG DRAWING LPS. LIGHTNING PROTECTION SYSTEM S.S. STAINLESS STEEL PNL PANEL CIF. CURRENT LIMITING FUSE CPM CONST. PROJ. MANAGER C01 CONDUIT TAG I; REFER TO RISER M-1,3 CONDUIT TAG 1: PANEL SCHEDULE ® GENERATOR RECEPTACLE ELECTRICAL NOTES 14 1 ELECTRICAL SYMBOLS 5 Thb amen k tcy eith Re cmcepte antl ve m pxnted M1vain. ae Ia o`raana V a`.:d a,e.inti aa�aHit rar INwI eritlm wMa1 M, ana ad,platbn b� Itlmiey-Han una Avcxmte.. Inc Noll be eik,aut Itabaky la ktrnlay-Han d Aveacia4a, Inc. T Mobile-, 1300 CONCORD TERRACE, SUITE 200 SUNRISE FL, 33323 PROJECT INFORMATION: CROWN 800642 FL W MIDWAY A2P0090A 16800 OKEECHOBEE RD WEST ST. LUCIE, FL 34945 ST. LUCIE COUNTY URRENT ISSUE DATE: JULY 2021 SSUED FOR: EXCALIBUR EV.:=DATE:ESCRIPTION: SEA iXv TATE do Z!J�Y21 C' E� f%rn © 2021 KIMLEY—HORN AND ASSOCIATES, INC. 1920 WEKIVA WAY, SUITE 200 WEST PALM BEACH, FLORIDA 33411 (561) 845-0665 FSPE REGISTRY NO. 696 ROVIDER: RAWN BY:=CHK.: APV.: GD LF JRL (CENSURE: KEVIN K. MARAJH PE 71455 JASON R. LEE PE 67472 DAVID R. WALTHALL PE 62599 HEET TITLE ELECTRICAL SITE PLAN AND NOTES HEET NUMBER;:�REVISION Eml KHA Job #: 044290125 UNUUNUINU HNU I LU 1 TUN 5Y5 I LM NU I L5: GENERAL NOTES: AS APPLICABLE SEE SHEET E-1 FOR GROUNDING PLAN 1. PROVIDE "CABLE ENTRANCE GROUND BAR" (CEGB), 3'H X 6'L X 1/4"D. MOUNT AT 10. ELECTRICAL CONTRACTOR SHALL TAKE MEGGER READINGS OF GND. THE RESULTS TELCO CABINET. COORD. INSTALLATION WITH CPM. SHALL NOT BE GREATER THAN 5 OHMS. 2. PROVIDE A GND RING BURIED A MINIMUM OF 18' BELOW GRADE. THE GROUND 11. ALL CONNECTIONS TO GND SYSTEM SHALL BE MADE IN LINE WITH BENDS NOMINAL RING SHALL BE INSTALLED A MINIMUM OF 2'-0' AWAY FROM THE FOUNDATION 12' RADIUS IN THE DIRECTION OF CURRENT FLOW. T-CONNECTIONS WILL NOT BE UNLESS SHOWN ON DRAWING. ALLOWED. 3. BOND DISCONNECT SWITCH, METER, TELEPHONE CABINET AND SERVICE CONDUITS TO 12. ALL BENDS IN GND WIRES SHALL BE NOMINAL 12' RADIUS. BURIED GND RING AS THEY CROSS. 4. EACH LEG OF THE WAVEGUIDE STRUCTURE SHALL BE INDIVIDUALLY BONDED TO THE 13. ANTENNA CABLES SHALL BE BONDED AT EACH END. RUNS GREATER THAN 150' BURIED GND RING. EXOTHERMICALLY WELD CONNECTIONS AT POST FOR WAVEGUIDE SHALL BE BONDED TOWARDS MIDDLE OF LENGTH. COORDINATE LOCATION WITH WIRELESS CARRIER'S PROJECT MANAGER. STRUCTURE AND BURIED GND RING. PLACE 5/8'X10' COPPERCLAD GND ROD AT 10' INTERVALS ALONG WAVEGUIDE PATH. 14. WHEN APPLICABLE, CONTRACTOR SHALL BOND FRAMES TO EACH OTHER AND TO 5. BOND REBAR IN CONCRETE FOR COMMUNICATION STRUCTURE AND EQUIPMENT PAD TO GND RING VIA TWO PATHS. COORDINATE WITH WIRELESS CARRIER PROJECT MANAGER. BURIED GND RING. EXOTHERMICALLY WELD A #2 TINNED SOLID COPPER CONDUCTOR 15. CONTRACTOR CAN PROVIDE ONE OF THE FOLLOWING AS DIRECTED BY THE PROJECT TO THE REBAR AND CONNECT TO THE BURIED GND RING. MANAGER: THE SECOND OPTION IS PREFERRED. A CADWELD EACH CABINET GND WIRE TO GND RING AS SHOWN IN EQUIPMENT GND DETNL POLES Amp, Li BUSAMPS 2 POLL _BUSAM (� SIZE ,...._LOAD ' SURGE PROTEGTORPROTEGiOR 2 60 1 _ 2 - 3 -- 4 5 - 8 - 7 9 - 10 11 - 12 1'� '-14 - 15 16 17 I 13 19 _20 -. 21 - 22 .. 23 2t• 4D 2 (OFF) (SPARE) GEN. BATTERY- 1 �1 20 20 i _ 1 GEN. HEATER 20 100 2 OFF (SPARE) 2 3/0 2jW 2' _ _ 130 PROPOSED 6160 CARNET 2 200 2D 1 PROPOSED LED LIGNf 1 3#12 I_I�T 130 EMPTY EfAP1Y EMPTY EMPTY EMPTY EMPTY _ I.. _.. .. EMPTY ETMPTY � _..._ .._... EMPTY __..ETAPTY � � E?:SPTY 6. PROVIDE INSPECTION SLEEVE AT MAIN SERVICE GROUNDS. EXOTHERMIC CONNECTIONS. B. CADWELD EACH WIRE TO A 1/4'X4'X24' MIN. COPPER BUS BAR LOCATED 7. PROVIDE BONDING CONDUCTOR(S) FROM THE BURIED GND RING TO THE ANTENNA BUS BEHIND BAR TO GND CABINET. EXTEND A2 WIRE FROM EACH END OF COPPER RING. NOTE PROPOSED 1-FOIE 20A BRPAIOR TO POSRION 18 FOR PROPOSED LED LIGHT CABLE BUS BAR AT POINT JUST INSIDE OF THE COMMUNICATION STRUCTURE EXIT. 16. PROVIDED BRAIDED BONDING JUMPERS BETWEEN EACH GATE AND POST (OPTIONAL). NOTE RE -USE E7OM 4 SPACE 2-POLE 200 ALP BRANCH BRENO.7T TO pOS M 5, 6, 7, A: a FOR PROPOSED 6150 CABINET VERIFY EXACT LOCATION OF COPPER BUS BAR FOR PROPER CONDUCTOR LENGTH. ( ) FINAL EXOTHERMIC WELDS TO COPPER BUS BAR 13Y THE ANT04RA CABLE INSTALLER._. -- ... ___..__._....e.__ ..... _. _._.__._....- __ _........._._ 17. CONTRACTOR SHALL PROVIDE EXOTHERMIC BONDING IC ALL BURIED GROUND RING P,l,TEG VOLTAT !% _. T PHASE, 3 WIRE BRANCH POLES: �JB [AIL <S [=f 42 APPROVED A1F'RS. PER T-IlIOBILF PCS _STD CONNECTIONS, STRUCTURAL EQUIPMENT FRAME, SERVICE RACK(S), EXISTING TOWER. ---- - - -- � � w � _ 8• EXOTHERMICALLY WELD AND BOND CONDUCTOR TO COMMUNICATION STRUCTURE LEG GROUND RINGS, AND AS INSTRUCTED BY T-MOBILE CPM. RATED RAPS: L ii 0 I- z0u L.P'oi) C..I--.---�-------�� CABINET: 0SURFACE El rLUSFI NEMA E]1 ®3R AT 1'-0" ABOVE PAD AND BOND TO BURIED GND RING. PROVIDE A 3/4' PVC TH A UAL BEND IN THE ICAL BONDING AT ALL ANTENNA SECTOR BREAKER 0 KEYED DOOR 9. 5/ X10W 0' LONG�CO PER CLAD GND RODCONCRETE SPACIN�GTIBETWEEN RODS (NON- 18 BOARDS,CONTRACTOR AL ELECTRICAL NETS, AND EQUIPMENT ROUND BARER DIRECTED NNSFO M Tom- J-BOXES, OBILE ES, P NEELND O [dLL E� UG5 LCIRCUff BREAKER ®BRANCH DEVICES SWITCH I•IIIVGED GODP. TO BE GFCI BRFI+JCERS FULL. NEUTRAL BUS GROUND GRXiUIJO BUS; _._ LINEAR). TYPICAL FOR ALL GND RODS SHOWN. USE STAINLESS STEEL HARDWARE MECHANICAL CONNECTIONS SHALL BE PROPERLY TERMINATED W/ LUGS, NUTS & BOLTS. ALL BREAKERS IdU5T BE RATED TO INTERRUPT A SHORT CIRCIJIT MC OF 10,000 AMPS SYMMETRICAL_ WHERE APPLICABLE 19 CONTRACTOR SHALL COAT WITH NOX-OX ALL POINTS OF CONTACT BETWEEN ----- - - DISSIMILAR METALS. GROUNDING NOTES NTS 1 PANELBOARD SCHEDULE PANEL A NTS 2 GRADE . REMOVABLE COVER .......r?............ NOTE. 6'(w) x 20'(1) PVC }�2 AWG BARE TINNED SOLID ALL EXPOSED CONDUCTORS ON EQUIP. NOTE ALL BONDING TO ANTENNA SECTOR GROUND BAR *2 AWG GREEN JACKETED COPPER WIRE FOR MEGGER SLAB SHALL INSTALLED INSIDE A 1/2' IS MECHANICAL, FURNISH LUGS AND HARDWARE COPPER VARE FOR BONDING TESTS SIGHED 80 PVC CONDUIT, WHETHER OR OF RF COAX CABLE SHIELD 18" NOT CALLED OUT HERE & ANTENNA SUPPORT COAX CABLE SHIELD STRUCTURE CRUSHED ROC CADWELD TO ROD ANTENNAS SECTORS WITH SECTOR GROUND GROUNDING KIT (TYP) ANTENNA (TYP) AT BASE BARS MOUNTED AT TOP OF TOWER. OR SLOT FOR GROUND WIRE AS CALLED OUT IN PLANS CADWELD CONNECTION ANTENNA SUPPORT TO GND RING, TYP. STRUCTURE (TYP) NOTE: SECTOR SECTOR SECTOR GROUND BARS GND BAR GND BAR }'2 AWG BARE ARE TO BE 5/8'X10' COPPERC TINNED SOLID MOUNTED RF COAX CABLE STEEL ROD COPPER WIRE DIRECTLY TO TO RF ANTENNA TOWER. WITH NO NOTE: CONTRACTOR TO MARK ON INTERIOR OF SLEEVE WHICH BUILDING GROUND INSULATORS. OR TELEPHONE GROUND IS TIED INTO PER PANELBOARD SCHEDULE BOND TO EXIST. GROUNDING POWER CABINET PROPOSED PROPOSED 8160 6160 INSPECTION SLEEVE NTS 3 TELCO CABINET CABINET CABINET EXISTING GENERATOR NOTE: NOTE: NOTE IRREVERSA13LE CRIMPING ALL SECTOR GROUND BARS CONTRACTOR TO APPLY COPPERSHIELD METER DISC ALLOWED. SHALL BE 1/4'X2'X12' COPPER OR NO-OX TO ALL CONNECTIONS AND O PLATES RF COAX 3/8 THREADED INSULATOR 3/8 x 3/4 SS BOLT Nv 1920UN0 DING KIITE, TIP (NOT USED FOIT SECTOR GROUND BARS) i /2CU TINNED SOLID GROUND CONDUCTOR 3/8 GALV. EXTEND TO ICEBRIDXE SUPPORT STRUCTURE & SCREWS CADWELD AT TWO LOCATIONS MINIMUM #2 BARE TINNED 1/4x4x24 BUS BAR MTS a oaa SOLID COPPER NOTE: CONTRACTOR TO COORD. BOND 1 GROUND BAR SIZE REQUIREMENTS Y2 SOLD PER TINNED PER MAIN GROUND FOR SECTOR AND MAIN GROUND MECHANICAL BOND BUS BAR EXISTING °° BARS WITH T-MOBILE CPM 2 TINNED SOLD COPPER TOWER. 1-1/4" U-FlTTING GROUND, BOND TO GROUND RING 3/8 SS LOCK WASHER — — — _ — — — — — — — — — — 3/8x3/4 SS BOLT 6FT — — — — — — — — — MIN. GROUND ROD 1WTH INSPECTION SLEEVE #2 AWG TINNED WIRE LEAD (TYPICAL) TIE INTO EXISTING TOWER GROUND RING EXISTING TOWER MTH EXOTHERMIC GROUND ROD (COORDINATE WITH CPM) GROUNDING SS ANGLE ADAPTER SERVICE ENTRANCE LEAD SHOWN FOR CLARITY - /2 BARE TINNED SOLID COPPER GROUND RING, 18' BELOW GRADE MIN. TYPICAL GROUND BAR DETAIL NTS 4 GROUNDING RISER DIAGRAM NTS 5 m�. decvnmt toq. .Ten u. ew t. e„d d..ig Pr —t.d he .*., e„t a mt tQ It.ti. baoA-6 wiU,wl rriHmo II, li-fty . a 1.,-H. by ximleyifun and Aeeociotee, Inc Noll be wiuoa rmany m x�miey�� e.a Ae:eamee. me. T . .M®bile 1300 CONCORD TERRACE, SUITE 200 SUNRISE FL, 33323 PROJECT INFORMATION: CROWN 800642 FL W MIDWAY A2P0090A 16800 OKEECHOBEE RD WEST ST. LUCIE, FL 34945 ST. LUCIE COUNTY CURRENT ISSUE DATE: JULY 2021 EXCALIBUR 4 T Kiml�54 Horn © 2021 KIMLEY—HORN AND ASSOCIATES, INC. 1920 WEKIVA WAY, SUITE 200 WEST PALM BEACH, FLORIDA 33411 (561) 845-0665 FBPE REGISTRY NO. 696 GD LF JRL KEVIN K. MARAJH PE 71455 JASON R. LEE PE 67472 DAMD R. WALTHALL PE 62599 SHEET TITLE EQUIPMENT GROUNDING DETAILS SHEET NUMBER= —REVISION — E=2 :KHA Job #: 044290125