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HomeMy WebLinkAboutAPPROVED, A2P0049A_SS_CDs_Excalibur_8-2-2021MiloMobile 1300 CONCORD TERRACE, SUITE 200 SUNRISE FL, 33323 A2POO49A-CROWN (BU# 813700) LATITUDE F L O R I D A SI T E ®ST LUGIE ■ 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-869 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, CONTINUE STRAIGHT ONTO FL-713 N (SIGNS FOR FL-70 W/OKEECHOBEE/VERO BEACH) TURN LEFT ONTO ORANGE AVE, TURN RIGHT ONTO MINUTE MAID RD, KTHE SITE WILL BE ON THE LEFT. I DRIVING DIRECTIONS ent. lvgeY,er mN d cmcepls mtl devgns presented h<reln, v InaWmmtvot eerNce, fq intmtletl 1, INe f cific mryvse ntl ch'mt fw a wM1IcM1 If s prevparetl. ease oand__ We danenen tot withwt wnRm Iharizallpn an Hanley a vpWp bn wml.y—Nam a Ae.wmlm. Inc, sM1atl he without Ilahllty —Nam v tl Aawivlm. Inc. 2651 MINUTE MAD ROAD FORT PIERCE, FL 34945 27028'59.76"N, LONGITUDE 80034'01.21 "W THIS IS AN APPLICATION FOR A: MODIFICATION TO AN EXSTING UNMANNED WIRELESS TELECOMMUNICATION SITE. PROJECT DESCRIPTION APPLICANT/LESSEE MDCMC NAME: OBILE 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 M 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) KITH CONSTRUCT10N SPECIFICATIONS (AISC) LOCAL AMENDMENTS 7. UNDERWRITERS LABORATORIES 3. ANSI/TIA/ETA APPLICABLE STANDARDS APPROVED ELECTRICAL PRODUCTS 4. UFE SAFETY CODE NFPA-101-2018 8. LOCAL BUILDING CODE 5. 7TH 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 I PROJECT TEAM I SHEET DESCRIPTION REV. T-1 COVER SHEET 0 G-1 GENERAL NOTES 0 CA SITE PLAN k T-MOBILE EQUIPMENT LAYOUT 0 C-2 TOWER ELEVATION AND ANTENNA LAYOUT 0 C4 EQUIPMENT MOUNTING DETAIL 0 E-1 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) ULTIMATE WIND SPEED = 155 MPH NOMINAL WIND SPEED = 120 MPH RISK CATEGORY II WIND EXPOSURE = C T1 -Mobile -- 1300 CONCORD TERRACE, SUITE 200 SUNRISE FL, 33323 PROJECT INFORMATION: CROWN A2P0049A 2651 MINUTE MAID ROAD FORT PIERCE, FL 34945 ST. LUCIE COUNTY CURRENT ISSUE DATE: JULY 2021 SSUED FOR: EXCALIBUR EV.:=Di=DIESCRIPTION: 1 t.11?tr SEAL• . 3` eL g 6 72 r9 - STATE OF LAN' P�'�.4R •b:'.BY. Iq'*,Hbrn © 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.: Al JAR I CD I JRL ICENSURE: [_��AIH PE 71455 PE 67472 HEET TITLE COVER SHEET HEFT NUMBER: REVISION T=1 KHA Job #: 044290555 STANDARD PROVISIONS INTENT TEMPORARY FACILITIES: COMPLIANCE I. INSPECTIONS A. THESE SPECIFICATIONS AND DESCRIBE CONSTRUCTION WOO DRAWINGS A. WATER: A. ALL MATERIALS, DESIGN, AND WORKMANSHIP SHALL BE IN 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 SITE, ACCORDANCE WITH ALL APPLICABLE CODES SOME OF WHICH ARE IN ADVANCE OF REQUIRED INSPECTIONS. INSPECTIONS THAT THE MATERIALS TO BE FURNISHED FOR THE CONSTRUCTION OF 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 1, INSPECTION OF GROUNDING SYSTEM FULLY EXPLANATORY AND COMPLEMENTARY. HOWEVER, SHOULD CERTIFICATE OF OCCUPANCY (IF REQUIRED) AND OTHER LEGAL -. ANYTHING BE SHOWN, INDICATED OR SPECIFIED ON ONE AND C. TELEPHONE: DOCUMENTS TO VERIFY SUCH COMPLIANCE. WHERE NO CODES 2, PRACTICAL COMPLETION EXIST, THE WORK SHALL CONFORM WITH THE 7TH EDITION (2020) NOT THE OTHER, SPECIFIED C SHALL BE THE SAME AS IF SHOWN, EACH CONTRACTOR TO PROVIDE HIS OWN TELEPHONE THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ENSURING M41CHFLORIDA BUILDING CODE, AND/OR THE SPECIFICATIONS HEREIN, THAT ALL RELEVANT AUTHORITY INSPECTIONS ARE CARRIED OUT INDICATED OR SPECIFIED ON BOTH. ACCESS IF REQUIRED. WHICHEVER IS MORE STRINGENT, AND A DOCUMENT STATEMENT SHALL BE 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 USE THE SERVICE CONNECTION FOR PRODUCTION WORK ONLY, THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING WITH EXECUTION AND COMPLETION OF THE WORK AS INDICATED IN PROVIDED THAT ELECTRICAL CORDS AND CONNECTIONS ARE T-MOBILE'S' DESIGNATED ENGINEERING FIRM TO OBTAIN ALL THE DOCUMENTS. I FURNISHED BY THE CONTRACTORS AND ARE DISCONNECTED AND REQUIRED INSPECTIONS AND TESTING. THE CONTRACTOR PROPERLY STORED DURING NON -WORKING HOURS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY SHALL PROVIDE DOCUMENTATION OF ALL INSPECTIONS, D. THE PURPOSE OF THE SPECIFICATIONS IS TO SUPPLEMENT THE COMPLIANCE WITH THE GOVERNING CODES AND TO 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 WORK.. REFERENCE TO ANY STANDARD OR CODE OF PRACTICE IN THIS CLEAN UP: SPECIFICATION SHALL BE DEEMED TO MEAN THE EDITION 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, J. ENVIRONMENTAL PROTECTION AND SHALL BE CONSIDERED AS PART OF THE WORK HOWEVER, NO FROM ACCUMULA11ON OF WASTE MATERIALS OR RUBBISH CAUSED THE CONTRACTOR SHALL COMPLY WITH ALL ZONING AND SITE 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 NOISE LEVEL, THE CONTRACTOR SHALL ENSURE THAT STALE 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, WITHOUT A CHANGE ORDER, THE BUILDING, INCLUDING ALL TOOLS, SCAFFOLDING AND AND LOCAL REGULATIONS ARE COMPLIED NTH 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, CONFLICTS B. EXTERIOR: VISUALLY INSPECT EXTERIOR SURFACES AND PERMITS AND N 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 MIGHT ARISE DURING CONSTRUCTION TO THE SATISFACTION OF A. THE CONTRACTOR AND EACH SUBCONTRACTOR SHALL BE OTHER FOREIGN MATTER. A. THE SITE ACQUISITION SPECIALIST SHALL OBTAIN, AT HIS OWN 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 SHALL BE SENT TO CPM, APPROVALS FROM RELEVANT PLANNING SATI5FACTION OF THE CPM, LOCAL AUTHORITIES, AND ALLOWED DUE TO DIFFERENCE BETWEEN ACTUAL DIMENSIONS AND C. INTERIOR: VISUALLY INSPECT INTERIOR SURFACE AND REMOVE BOARDS, ENVIRONMENTAL BOARDS, AND/OR OTHER COMMITTEES 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 CONSIDERATION 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 ME 4 B. THE CONTRACTOR, IF AWARDED THE CONTRACT, WILL NOT BE Or 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. 8, PRIOR TO COMMENCING THE WORK, THE CPM FULLY INFORMED HIMSELF PRIOR TO BIDDING, SHALL SCHEDULE AN ON -SITE MEETING WITH ALL MAJOR L AS -GUILTS DRAWINGS _ PARTIES TO THE PROJECT, THIS WOULD INCLUDE (THOUGH NOT THE CONTRACTOR SHALL PREPARE A RED LINED SET OF AS - LIMITED TO) THE DESIGNATED ELECTRICIAN, LOCAL TELEPHONE BUILT DRAWINGS. THE FORM OF MARKED UP CONSTRUCTION CHANGE ORDER PROCEDURE: COMPANY, CARPENTRY FOREMAN (IF SUBCONTRACTED), A PLANS SHALL BE STANDARD ACCEPTABLE TO T-MOBILE, SUCH DRAWINGS REPRESENTATIVE FROM THE LOCAL SPECIFIED WAREHOUSE AND SHALL BE SUBMITTED TO T-MOBILE WITHIN TWO WEEKS FROM PRACTICAL CONTRACTS. AND WARRANTIES A. CHANGE ORDER MAY BE INITIATED BY THE CPM, AND/OR THE FR CPM OR HIS DESIGNATED REPRESENTATIVE, COMPLETION AND PRIOR TO APPROVAL OF THE CONTRACTOR'S FINAL CONTRACTOR. THE CONTRACTOR, UPON VERBAL REQUEST FROM A. EACH CONTRACTOR IS RESPONSIBLE FOR HELPING TO OBTAIN THE CPM SHALL PREPARE A WRITTEN PROPOSAL DESCRIBING THE INVOICE THE BUIDING PERMIT AT THE LOCAL JURISDICTION AS THE CHANGE IN WORK OR MATERIALS AND ANY CHANGES IN THE C. CONTRACTOR 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 COMPLETION ALL PROOF REQUIRED TO OPERATE AS A CONTRACTOR IN THAT SUBMIT REQUESTS FOR SUBSTITUTIONS IN THE FORM AND IN CONSTRUCTION. ANY DISCREPANCIES OR DOUBTS AS TO THE JURISDICTION, ACCORDANCE WITH PROCEDURES REQUIRED FOR CHANGE ORDER INTERPRETATION OF PLANS SHOULD BE IMMEDIATELY REPORTED THE FOLLOWING DOCUMENTATION SHALL BE PROVIDED TO T-MOBILE PROPOSALS. 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 FURTHER WORK SHALL BE PERFORMED UNTIL DISCREPANCY IS 1_ ALL QUALITY ASSURANCE CHECKLISTS AS OUTLINED IN CHANGE ORDER AS DESCRIBED AND APPROVED BY THE CPM, CHECKED AND CORRECTED BY THE ENGINEER, FAILURE TO SECURE THE PREVIOUS SECTIONS SHALL BECOME THE SOLE RESPONSIBILITY OF THE CONTRACTOR. SUCH INSTRUCTION MEANS CONTRACTOR WILL HAVE WORKED AT HIS 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 CONTRACTOR MUST REFER TO ALL DRAWINGS, ALL E. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ALL SITE SAFETY FLOW OF OTHER WORK, ANY EQUIPMENT OR MATERIAL STORAGE COORDINATION TO BE THE RESPONSIBILITY OF THE GENERAL INCLUDING BUT NOT LIMITED TO PROTECTION OF ALL SITE PERSONNEL METHOD MUST MEET ALL RECOMMENDATIONS OF THE CONTRACTOR, AND THE GENERAL PUBLIC DURING THE ENTIRE SITE CONSTRUCTION MANUFACTURER. PERIOD. HE SHALL TAKE ALL REASONABLE PRECAUTIONS TO PLACE AND MAINTAIN BARRICADES, LAMPS, SIGNS, AND THE INSURANCE AND BONDS! LIKE IN ACCORDANCE WITH OSHA SAFETY ACT AND ANSI OCCUPATIONAL GUIDELINES. PROTECTION: A, EACH CONTRACTOR SHALL AT HIS OWN EXPENSE CARRY AND SHOP DRAWINGS: F, PROVIDE DAILY UPDATES ON SITE PROGRESS, EITHER VERBAL MAINTAIN FOR THE DURATION OF THE PROJECT ALL A. PROTECT FINISHED SURFACES,INCLUDINGUHRO JAMBS AND HEADS OF OR WRITTEN TO CPM. INSURANCE AS REQUIRED AND LISTED AND SHALL NOT OPENINGS USED WILL PASSAGEWAYS THROUGH WHICH EQUIPMENT A. CONTRACTORS TO SUBMIT SHOP DRAWINGS AS REQUIRED AND COMMENCE NTH HIS WORK UNTIL ME HAS PRESENTED A AND MATERIALS WILL PASS. LISTED IN THESE SPECIFICATIONS THROUGH TIE GENERAL G. COMPLETE INVENTORY OF CONSTRUCTION MATERIALS AND CERTIFICATE OF INSURANCE STATING ALL COVERAGES TO CONTRACTOR TO THE CPM, FOR REVIEW. THE GENERAL CONTRACTOR WHO SHALL, IN TURN, B. PROVIDE PROTECTION FOR EQUIPMENT ROOM SURFACES PRIOR TO EQUIPMENT IS REQUIRED PRIOR TO START OF CONSTRUCTION, FORWARD A COPY OF ALL CERTIFICATES TO THE CPM. ALLOWING EQUIPMENT OR MATERIALS TO BE MOVED OVER SUCH B. ALL SHOP DRAWINGS TO BE REVIEWED, CHECKED, CORRECTED, 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 MATH THE OPERATIONS OF PUBLIC AND/OR PRIVATE UTILITY 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 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, ALL REPLACEMENTS AND REPAIRS AND AT NO ADDITIONAL COST INCLUDE RELATED SPECIFICATION SECTION AND DRAWING 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 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, This tlommmR togetbr witM1 µ cepb and d"gns present" hereto, as an Instrument of arWw. Is Ntmded c ITfr the specific purpose and cpenl far ehich It was prepamd. Raves of and proper reilance +lea docvnent Inithewt written authadxaUon and adaptation by "ay -Ham and eeeaaatan, nc. shah be without Rabmty to IG ,ley -Ham and Awaraw. Inc. T • •Mobile. 1300 CONCORD TERRACE, SUITE 200 SUNRISE FL, 33323 PROJECT INFORMATION: CROWN A2P0049A 2651 MINUTE MAID ROAD FORT PIERCE, FL 34945 ST. LUCIE COUNTY URRENT ISSUE DATE: JULY 2021 SSUED FOR: EXCALIBUR EV.:=DATE:—DESCRIPTION 3' ME XbAT1=4 4j W OF kj .+, �• 4 s ; LAN Ki n ey horn © 2021 KIMLEY—HORN AND ASSOCIATES, INC. 1920 WEKIVA WAY, SUITE 200 WEST PALM BEACH, FLORIDA 33411 (561) 845-0665 FBPE REGISTRY NO, 696 ROVIDER: RAIN BY:=CHK.: APV.: JAR GD JRL (CENSURE: KEIN K. "ARAM PE 71455 JASON R. LEE PE 67472 HEET TITLE GENERAL NOTES HEET NUMBER: REVISION• -1 --1] KHA Job #: 044290555 NORTH 0' 6' 12' SCALE FEET J %i/f✓f�/, EXISTING 250't— SELF-SUPPORT TOWER EXISTING T-MOBILE ICE BRIDGE EXISTING T-MOBILE DISCONNECT TO BE REMOVED EXISTING T-MOBILE PPC TO BE REMOVED EXISTING T-MOBILE METER TO BE REMOVED EXISTING T-MOBILE TELCO BOX EXISTING T-MOBILE FIBER CABINET X X F EXISTING 12' WIDE ACCESS GATE x X X X X X EXISTING T-MOBILE- LIGHT EXISTING T-MOBILE- 200 AMP PPC EXISTING T-MOBILE- DISCONNECT EXISTING T-MOBILE METER- X X EXISTING 8' HIGH CHAIN -LINK FENCE GRAVEL AREA EXISTING AT&T EQUIPMENT SHELTER EXISTING AT&T WIRELESS 1T1 DIESEL GENERATOR GRAVEL J AREA X X X — EXISTING EQUIPMENT LAYOUT PLAN enR together dth fhe cmceply and tledgnv pmente. herein, v InaWmml v/ veMce, la intended ITfm tAe specific Wmvae and c6m1 Im n nhld, It nvv preepored. xNae el antl props rdionce U:Iv doovnent niuwt enm uoa:.no. nd advptatim bn I6mlay—Horn ma na.amna, m�. d,v6 a niNout Ilobllly to IGmlq—xom a d Avemiotee, Inc. X X X X X X EXISTING SPRINT/NEXTEL UTILITY H-FRAME EXISTING SPRINT/NEXTEL X EQUIPMENT ON CONCRETE PAD EXISTING SPRINT/NEXTEL ICE BRIDGE X EXISTING , SPRINT/NEXTEL EQUIPMENT r I SHELTER ;I�JJI x EXISTING ABANDONED METROPCS 200A PPC TO BE RE -UTILIZED BY T-MOBILE EXISTING 250't EXISTING ABANDONED SELF-SUPPORT TOWER METROPCS EQUIPMENT ON CONCRETE PAD EXISTING T-MOBILE ICE EXSTING ABANDONED METROPCS BRIDGE 200A DISCONNECT M BE RE -UTILIZED BY T-MOBILE EXISTING T-MOBILE EXISTING ABANDONED MERTROPCS 200A METER TO BE RE UTILITY H-FRAME -UTILIZED BY T-MOBILE < x EXISTING T-MOBILE EQUIPMENT ON CONCRETE PAD EXISTING - T-MOBILE ATS C] X EXISTING ICE BRIDGE -, (TYP.) EXISTING T-MOBILE <: DIESEL GENERATOR x ,t /!.'.+!!!Jf/!+"r :'lf.: ✓{fJ!/J/f{Jl.. .. , _ EXISTING AT&T ICE D BRIDGE cl EXISTING AT&T ABANDONED EQUIPMENT SHELTER / D X EXISTING METER X X X X X X X SITE PLAN EXISTING T-MOBILE LIGHT EXISTING ABANDONED CABINET TO BE REMOVED EXISTING T-MOBILE \ 200 AMP PPC 1 LEGEND EXISTING T-MOBILE DISCONNECT —old EXISTING T-MOBILE 0EXISTING T-MOBILE FCOA CABINET TO BE REMOVED EXISTING T-MOBILE METER FIBER BOX O EXISTING T-MOBILE SSC TO BE REMOVED - EXISTING T MOBILE ICE EXISTING T-MOBILE © EXISTING T-MOBILE RBA 72 BBU CABINET TO BE REMOVED BRIDGE FIBER BOX OO EXISTING T-MOBILE COVP TO BE REMOVED O EXISTING T-MOBILE (3) FLRB RRUe TO BE REMOVED PROPOSED T-MOBILE RFS TRUNK CABLE ENTERINGTHE O THE PROPOSED T-MOBILE 8180 CABINET BACK OF 6160 CABINET OG PROPOSED T-MOBILE B160 CABINET EXISTING T-MOBILE PROPOSED LUMENGEN LED TELCO BOX LIGHT POLE MOUNTED ©_ EXISTING T-MOBILE (10e MINIMUM ABOVE GRADE CONNECTED TO (10' MI CONNECTEDT FIBER CABINET `/ TIMER WITH 60 NUTES, NORTH O PER MANUFACTURER'S SPECIFICATIONS. (OR � APPROVED EQUAL). I EXISTING T-MOBILE 0' 4' ATS EXISTING T-MOBILE 6' CONCRETE PAD - SCALE FEET ALL PROPOSED EQUIPMENT ON THE GROUND OR ON THE TOWER SHALL RETAIN THERE PROPOSED SILVER/GREY FACTORY EQUIPMENT LAYOUT PLAN FINISH. OR SUBJECTED TO ANY APPLICABLE STANDARDS OF FM. BE FINISHED OF PAINTED IN STEALTH OR NEUTRAL TONE COLORS, SO AS TO REDUCE VISUAL OBTRUSIVENESS, PER CHAPTER 07.10.23 (G) OF ST. LUCIE COUNTY LAND DEVELOPMENT CODE T ® .Mobile 1300 CONCORD TERRACE, SUITE 200 SUNRISE FL, 33323 PROJECT INFORMATION: CROWN A2P0049A 2651 MINUTE MAID 'ROAD FORT PIERCE, FL 34945 ST. LUCIE COUNTY CURRENT ISSUE DATE: DULY 2021 SSUED FOR: EXCALIBUR EV.:=DATE:—DESCRIPTION: t1��lylis-, SEAL: p Kip ie I)"bm © 2021 KIMLEY—HORNAND ASSOCIATES, INC. 1920 WEKI VA WAY, SUITE 200 WEST PALM BEACH, FLORIDA 33411 (561) B45-0665 FSPE REGISTRY NO. 696 ROVIDER: RAWN BY:=CHK.: APV.: JAR GD JRL ICENSURE: KEMN K. MARPE 71455 JASON R. LEE PE 67472 HEET TITLE: SITE PLAN & T-MOBILE EQUIPMENT LAYOUT HEET NUMBER— REVISION -1 KHA Job #: 044290555 SF` EXISTING T-MOBILE L2100 QUAD q? °TOR ANTENNA TO BE REMOVED 30°' TOP OF TOWER, EL. 250't (9) EXISTING ANTENNAS TO BE REMOVED EXISTING T-MOBILE FRIG RRU AND REPLACED WITH,(3) NEW ANTENNAS, TO BE REMOVED EXISTING T-MOBILE ANTENNAA EXISTING MOUNTS TO BE REMOVED AND REPLACED WITH PROPOSED V-FRAME EXISTING T-MOBILE COVP EL. 237't MOUNTS (SITE PRO-P 0 VFA12-HD) TO BE REMOVED EXISTING SPRINT/NEXTFI ANTENNA (TYP. OF 3) RAD CENTER OF EXISTING AND J, PROPOSED T-MOBIL EXISTING T-MOBILE 4Z � 3 00 EXISTING T-MOBILE FRIE RRU TO BE REMOVED EL. 225't F ANTENNAS EL 217'f L700/U2100/GSM HEX ANTENNA EXISTING SPRINT/NFXTEf ANTFNNAJ. TO BE REMOVED EXISTING T-MOBILE FXFB RRU TO BE REMOVED EL. 210't q2 T EXISTING AT&T ANTENNAS R °o• EXISTING T-MOBILE U1900 QUAD 4 EL. 195't ANTENNA TO BE REMOVED EXISTING T-MOBILE U1900 QUAD ANTENNA TO BE REMOVED J, VEXI TIN PRINI•/�XTEL ANTENNAS SECTOR A _ EL. 178't AZ = 90' EXISTING EXISTING T-MOBILE FXFB RRU TO SELF-SUPPORT BE REMOVED TOWER EXISTING T-MOBILE L700 / 2100 GSM HEX h EXISTING AT&T ANTENNAS ANTENNA TO BE REMOVED 4' EL. 160t EXISTING T-MOBILE SECTOR A FXFB RRU TO BE AZ = 90' REMOVED EXISTING T-MOBILE FRIE RRU TO EXISTING T-MOBILE FRIE BE REMOVED RRU TO BE REMOVED EXISTING T-MOBILE COVP EXISTING T-MOBILE COVP TO TO BE REMOVED BE REMOVED v� o� EXISTING T-MOBILE L2100 QUAD EXISTING T-MOBILE FRIG s 0 oA ANTENNA TO BE REMOVED RRU TO BE REMOVED %�A 'r m SECTOR A _ AZ = 90' s o� EXISTING T-MOBILE L2100 QUAD a p EXISTING EXISTING T-MOBILE FRIG ANTENNA TO BE REMOVED T-MOBILE U1900 RRU TO BE REMOVED EXISTING 250't so� EXISTING T-MOBILE QUAD ANTENNA TO BE REMOVED SELF-SUPPORT TOWER L700/U2100/GSM HEX ANTENNA TO BE REMOVED EXISTING ANTENNA LAYOUT EXISTING DISH ANTENNA N.T.S. EL. 120 f Y ANTENNA EXISTING COAX CABLES SECTOR LENGTI4 SIZE QTY. SPARE SECTOR A 250'f 1 5/8" 4 4 SECTOR B 250't 1 5/8" 4 4 q2 SECTOR C 250t 1 5/8" 4 4 PROPOSED T-MOBILE FFW-85C-R3-VI 30 /� PROPOSED V-FRAME MOUNTS (SITE ANTENNA MOUNTED TO c)XUcnNC uOUur O• 1 PRO-1 i VFA12—HD) (TYP. OF 3) PER MANUFACTURER'S SPECIFICA71ONS PROPOSED T—MOBILE 4450 RRU FOR B12 MOUNTED TO EXISTING MOUNT PER MANUFACTURER'S SPECIFICATIONS PROPOSED T—MOBILE 4400 RRU MOUNTED TO EXISTING MOUNT PER MANUFACTURER'S SPECIFICATIONS ANTENNA RP MUST BE 1' BELOW BASE OF BEACON PROPOSED MOUNT RECOMMENDATIONS SHALL BE INSTALL PRIOR TO INSTALLATION OF PROPOSED EQUIPMENT. NOTE: REPLACE DaSTING MOUNT WITH PROPOSED KITS BELOW. VERTICALLY THIS DRAWING IS INTENDED TO DEPICT THE CENTER ANTENNAS AND MOUNT PIPES BETWEEN HORIZONTALS. ATTACH TIE —BACKS l0 ADJACENT TOWER LEGS WITH PROPOSED O DaS LE MO RRU MOUNTED W DBSTING MOUNT PER GENERAL LOCATION AND HEIGHT OF THE ADDITIONAL LONG PIPES WITHIN 20'OF A TOWER BRACING POINT. MANUFACTURER'S SPECIFICATIONS PROPOSED LOADS ON THE EXISTING TOWER. (3) SITE PRO 1 VFA12-HD SECTOR MOUNTS CONSTRUCTION SHALL NOT PROCEED UNTIL A (12) P2.0 X 8'-0', A53 GR. B (MOUNT PIPES) STRUCTURAL OPINION LETTER HAS BEEN •(5) P2.O X 15'-0-, A53 GR. B (LONG TIEBACKS, FIELD CUT TO LENGTH COMPLETED BY A PROFESSIONAL ENGINEER SECTOR A _ REGISTERED IN THIS STATE, CONCLUDING THAT AZ = 90' THE EXISTING TOWER IS STRUCTURALLY PROPOSED T-MOBILE 4460 RRU FOR ADEQUATE TO RESIST THE EXISTING AND PROPOSED LOADS. B12 MOUNTED TO EXISIING MOUNT PER MANUFACTURER'S SPECIFICATIONS PROPOSED T-MOBILE 4480 RRU \\\:,j, PROPOSED T-MOBILE FFW-85C-R3-V1 MOUNTED TO EXISTING MOUNT PER ANTENNA MOUNTED TO EXISTING MOUNT GRADE MANUFACTURER'S SPECIFICATIONS PER MANUFACTURER'S SPECIFICATIONS ' SIRES\ \ \ / E- p - i� i \ y J'F , no PROPOSED T-MOBILE 4460 RRU FOR A %PROPOSED B12 MOUNTED TO EXISTING MOUNT PER T-MOBILE FFVV-65C-R3-V1 MANUFACTURER'S SPECIFICATIONS TOWER ELEVATION y ANTENNA MOUNTED TO EXISTING MOUNT o• PER MANUFACTURER'S SPECIFICATIONS N.T.S. NOTES: ALL PROPOSED EQUIPMENT ON THE GROUND OR ON THE 1. SAFETY CUMB AND CLIMBING PATH MAY NOT BE OBSTRUCTED IN ANY WAY. TOWER SHALL RETAIN THERE SILVER/GREY FACTORY FINISH, OR DO NOT TRAP THE SAFETY CLIMB. SUBJECTED TO ANY APPLICABLE STANDARDS OF FAA, BE FINISHED OF PAINTED IN STEALTH OR NEUTRAL TONE COLORS, 2 ALL TOWER MOUNTED EQUIPMENT (TME: DIPLEXER, d°a tagww MtM1 aw SO AS TO REDUCE VISUAL OBTRUSIVENESS PER CHAPTER rMA'S RRU) MUST BE INSTALLED BEHIND THE -t. a-a�tw -e e.; ", prmenlad M1erem, o °"-p a.'R� ai'° a':'° gp .i ` °" °"a `i1 e'° 07.10.23 (G) OF ST. LUCIE COUNTY LAND DEVELOPMENT CODE. ANTENNAS. IF 7ME CANNOT BE MOUNTED BEHIND THE ANTENNA THEN PROPOSED ANTENNA LAYOUT nil 11-it" a"e adopt°.- by pmlwy—Ham -tl A..aimm. nc mall ba wilM1wt IlobOily to IGmlay—H°m a tl Amvcip . Inc. PLEASE CONTACT THE CROWN CASTLE PM IMMEDIATELY FOR FURTHER DIRECTION. N.T.S. EXISTING HYBRID CABLES LENGTH SIZE QTY. REMOVE 250't 1.24" 3 3 P TRUNK CABLE LENGTH SIZE QTY. 267't 1.99" 3 T PROPOSED ANTENNA FFVV-65C-R3-V1 WIDTH: 25.2" HEIGHT: 95.9" DEPTH: 9.3" 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.; 3. ALL PIPES, BRACKETS, AND MISCELLANEOUS HARDWARE TO BE GALVANIZED UNLESS �. NOTED OTHERWISE. NEW MOUN- Inahuanm^ of a lv . it nlnE d c 1, 1a w apenfic­� eel nE cRa,i forte •him it preparetl. pwm d aria pm <tllance Uia eonm<ne Toast bllm auNOH<o and adaptal by IGmI<y- and Aaaxialc+, Inc shall < �ilh mbDily la g y-Ham a d Amacioty, Inc. iNT1NG BRACKET 'PLIED W/ =NNA) i ANTENNA NTING BRACKET j 'PLIED W/ _NNA) ANTENNA WITH RRH MOUNTING DETAIL �JSCALE: NOT TO SCALE RRH INTING PLATE PROPOSED 1/2" DIAMETER, SIMPSON STRONG -TIE STRONG -BOLT 2 WEDGE ANCHOR WITH 3-3/4" NOMINAL EMBEDMENT (CC ESR-3037). TO BE 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 d C d ° ' d a v d .d do G d V C , .a e d d' .q .. CONCRETE SLAB (,1 CABINET ANCHOR DETAIL L SCALE: NOT TO SCALE T s ■ I\/1®bile m. 1300 CONCORD TERRACE, SUITE 200 SUNRISE FL, 33323 PROJECT INFORMATION: CROWN A2P0049A 2651 MINUTE MAID ROAD FORT PIERCE, FL 34945 ST. LUCIE COUNTY URRENT ISSUE DATE: JULY 2021 SSUED FOR: EXCALIBUR EV.:=DATE: DESCRIPTION: SEAL' r 4e,'< t'�'. r'if •'1, gip;.°`'{r?`, 29 LANS'•PR�P �Y2 Ki 116 *'Horn © 2021 KIMLEY-HORN AND ASSOCIATES, INC. 1920 WEKIVA WAY, SUITE 200 WEST PALM BEACH, FLORIDA 33411 (561) 845-0665 FBPE REGISTRY NO. 596 ROVIDER: RAWN BY:=CHK.: APV.: JAR CD JRL (CENSURE: KEVIN K. MARAJH PE 71455 JASON R. LEE PE 67472 HEET TITLE EQUIPMENT MOUNTING DETAILS HEFT NUMBER: REVISION- -3 KHA Job #: 044290555 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, 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. (1) 2" ELECTRICAL CONDUITS FROM EXISTING PPC TO PROPOSED 6160 CABINET EXISTING T—MOBILE COAX BRIDGE (TYP.) PROPOSED T—MOBILE RFS HCS TRUNK CABLE ENTERING THE BACK OF 6150 CABINET EXISTING T—MOBILE TELCO BOX EXISTING T—MOBILE FIBER BOX EXISTING T—MOBILE ATS GROUND LEADS TO EQUIPMENT CABINETS TO BE MECHANICALLY BONDED NOTES. 1) ALL GROUND WIRES ARE TO BE $2 TINNED SOLD COPPER WIRES ELECTRICAL SITE PLAN 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 SHALL 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 THETA. 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. 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 & WIRING AS INDICATED ON THE DRAWINGS. 2. PROVIDE ELECTRICAL EQUIPMENT MOUNTED AS DIRECTED BY CARRIER AND AS INDICATED ON THE DRAWINGS. ELECTRICAL NOTES mie ae<+,,,,eet mg- Mtn mn <nn«yte ",d aedgne a eeeneva h.. n, beWmm! <f vaMee, fe lntmaed mly fw ue apecifle wmoee and cBmt to FIBER CABINEF 2-2" CONDUIT TOl WITH PULLSTRING T02 TO FIBER CO. POINT OF DEMARCATION. GRADE TO FIBER DEMARC (1) 2" CONDUIT, EXTEND TO 6160 CABINET, WIRE FIBER EXISTING T-MOBILE 'CIRCUITS AS DIRECTED BY LIGHT WIRELESS CARRIER'S CPM. EXISTING T-MOBILE PPC EXISTING T-MOBILE DISCONNECT EXISTING T-MOBILE FIBER BOX EXISTING T-MOBILE METER APPROXIMATE LOCATION OF EXISTING 5/8"X10" GROUND ROD WITH INSPECTION SLEEVE (1) 1/2" ELECTRICAL CONDUITS FROM EXISTING PPC TO PROPOSED LED LIGHT FIBER RISER DIAGRAM 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 D05DNG GROUND JUMPERS WHEN POSSIBLE FROM FORMER WIRELESS CABINETS; PROVIDE NEW GROUND JUMPERS TO NEW CABINETS AS REQUIRED. 7. PROVIDE GROUNDING PROTECTION SYSTEM AS INDICATED. B. 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 SHALL 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 PUUJNG. 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 CEILING SHALL BE EMT. C. ALL EXPOSED CONDUIT SHALL BE NEATLY INSTALLED AND RUN PARALLEL OR PERPENDICULAR TO STRUCTURAL ELEMENTS. SUPPORTS AND MOUNTING HARDWARE EXIST CONDUIT BACK TO POWER CO., FIELD ' C01 VERIFY WIRE SIZE AND AMPACTTY O EXISTING METER CAN & METER PROPOSED 6160 COZ CABINET I / EXISTING 2P-200/200A CLF DISC, SE n RATED, 100 KAIC, I 3R BOND #2 GND JUMPER TO EXISTING GROUND RING CO3 112,BOND, 5/8eX10' 3-3/0,1/6,2"C COPPER CLAD, TIP. 6,_O" MIN. MMMVT I STANDBY GENERATOR ATS C04 �1 _ 35 3P-150 V 3-3/0,1t4,2"C COS BATE JKT 2P-200A FITR CHGR HTR o 0 0 5/14,3/4"C CONTROL PANEL CO6 3-3/0,1#6,2"C 2 EXISTING PPC �3-3/0,1 #4,2'C LOAD CALC A LOAD AMPS PROPOSED 6160 CABINET 130 GFI/AREA LIGHT 1 PROPOSED GEN. HEATER BLOCK 1 PROPOSED GEN. BAIT. CHRGR 1 PROPOSED LHW 1 TOTAL 134 EXIST VOLTAGE PROVIDED: 24OV, 1 PHASE, 3W EXIST SERVICE PROVIDED: 1C 0 3 OCU 200A N.T.S 1 1 SHALL BE HOT DIPPED GALVANIZED STEEL. NYLON INSULATED BUSHINGS SHALL BE USED ON ALL CONDUIT TERMINATIONS. D. FLEX CONDUIT SHALL BE LIQUID TIGHT FLEXIBLE METALLIC CONDUIT. E. NO CONDUIT SHALL 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 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. E)MIOR 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, LIGHTS, EEC. THESE GROUND CONDUCTORS ARE REQUIRED THROUGHOUT THE PROJECT REGARDLESS OF WHETHER CONDUIT RUNS SHOW GROUND CONDUCTORS ON THE DRAWINGS. C. COORDINATE WITH ENCLOSURE SUPPLIER TO INSTALL TELCO GROUND BARS BELOW THE TELCO BOARD. CONNECT TO MAIN GROUNDING SYSTEM. FF I 2P-200 MI —C C 2P-200 I I L _--J 3-3/0,1 j4,2"C GFCI r12 POSITION I PNLBD I A-11 'A' SEE I I /C� SCHEDULE L_ tPRE5EUPSPr 0 & 12 A-2, 4, 6, & B PROPOSED 4 SPACE 2P-200 AMP BRANCH BREAKER TO 6160 CABINET SEE PNLEID SCHEDULE 2-3/0,2#6G,2"C C07 ONELINE DIAGRAM ABBREVIATIONS EXISTING 200A, 4W, PPLETON GENERATOR RECEPTACLE, DR20044RS STYLE 1 PROPOSED 6160 CABINET 5#14,3/4"C— PUSH BUTTON KILL STATION FOR GENERATOR BOND #2 GND JUMPER TO EXISTING GROUND RING N.T.S 13 ANT ANTENNA EMT ELECTRICAL METALLIC TUBING AWG AMERICAN WIRE GAUGE DWG DRAWING BCW BARE COPPER WIRE LPS. LIGHTNING PROTECTION SYSTEM RWY RACEWAY S.S. PNL STAINLESS STEEL PANEL TYP, TYPICAL CLF. CURRENT LIMITING FUSE RGS RIGID GALVANIZED STEEL CPM CONST PROJ. MANAGER SYMBOLS v CADWEID TYPE CONNECTION C01 CONDUIT TAG 1; REFER TO RISER ® 5/8" X10'-0" COPPERCLAD GRND. M-1,3 CONDUIT TAG 1; PANEL SCHEDULE ROD W/INSP. SLEEVE O 5/8" X10'—O" COPPERCLAD GRND. ROD ® GENERATOR RECEPTACLE ■ MECHANICAL TYPE CONNECTION --- 12 TINNED SOLD BARE CU WIRE — — — UNDER GROUND TELCO CONDUIT — — — UNDER GROUND ELECTRIC CONDUIT 4 IELECTRICAL SYMBOLS 5 T . ®Mobile 1300 CONCORD TERRACE, SUITE 200 SUNRISE FL, 33323 PROJECT INFORMATION: CROWN A2P0049A ° 2651 MINUTE MAID ROAD FORT PIERCE, FL 34945 ST. LUCIE COUNTY URRENT ISSUE DATE: JULY 2021 SSUED FOR: EXCALIBUR EV.;=DATE:—DESCRIPTION: S I All LA �!<,PAR�Da Kimle 2Lt4fl,"orn © 2021 KIMLEY—HORNND ASSOCIATES, INC. 1920 WEKIVA WAY, SUITE 200 WEST PALM BEACH, FLORIOA 33411 (561) 845-0665 FBPE REGISTRY NO. 696 ROVIDER: RAWN BY:=CHK.: APV.: JAR GI) JRL ICENSURE: KEMN K. MARAJH PE 71455 JASON R. LEE PE 67472 HEET TITLE: ELECTRICAL SITE PLAN AND NOTES HEET NUMBER: REVISION-. Eml KHA Job #: 044290555 GROUNDING PROTECTION SYSTEM NOTES:'ON _ �COPIGG _BUFP.APS_ WIRE E S ZED BUS AMPS LOAD POLES AMPS BUS AA1P5 POLES LQAp SIZE 'Ilc F-swl'z' L1 N NO S• APP ICAB P S HEEL -1 FOR ROUNDING P U L2 L1 L2 I _______ 1. PROVIDE 'CABLE ENTRANCE GROUND BAR' (CEGB), 3'H X 61 X 1/4'D. MOUNT AT 10. ELECTRICAL CONTRACTOR SHALL TAKE MEGGER READINGS OF GND. THE RESULTS -- _ OFF (SPARE) 2 100 1 2� 130 _ TELCO CABINET. COORD. INSTALLATION WITH CPM. SHALL NOT BE GREATER THAN 5 OHMS. - 4 2 3/0 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 5 - 6 200 2 PROPOSED 8160 CABNEf 2j8G 2• 3112 1/2' 1 PROPD6m LRYIT - -GEN. 1 20 130 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 _ 9 T BLOCK HEAT-tR 1 20 UNLESS SHOWN ON DRAWING. ALLOWED. 7 - 8 e 1 GE11. BATT. CHRGR 1 _ 20 30 2 SURGE PROTECTOR 3. BOND DISCONNECT SWITCH, METER, TELEPHONE CABINEF AND SERVICE CONDUITS TO 12. ALL BENDS IN GND WIRES SHALL BE NOMINAL 12' RADIUS. BURIED GND RING AS THEY CROSS. 9- 10 - 1 OF1/AREA LIGHT _ '- 9 20 1.1 12 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 STRUCTURE AND BURIED GND RING. PLACE 5/87X10' COPPERCLAD GND ROD AT 10WIRELESS CARRIER'S PROJECT MANAGER. INTERVALS ALONG WAVEGUIDE PATH. 14. WHEN APPLICABLE, CONTRACTOR SHALL BOND FRAMES TO EACH OTTER 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 15 PREFERRED. A. CADWELD EACH CABINET GND WIRE TO GND RING AS SHOWN IN EQUIPMENT GND DETAIL 6. PROVIDE INSPECTION SLEEVE AT MAIN SERVICE GROUNDS. EXOTHERMIC CONNECTIONS. B. CADWELD EACH WIRE TO A 1/4"M, X24' MIN. COPPER BUS BAR LOCATED BEHIND RADIO CABINET. EXTEND A #2 WIRE FROM EACH END OF COPPER 7. PROVIDE BONDING CONDUCTOR(S) FROM THE BURIED ONO RING TO THE ANTENNA BUS BAR TO GND RING. - CABLE BUS BAR AT POINT JUST INSIDE OF THE COMMUNICATION STRUCTURE EXIT. 16. PROVIDED BRAIDED BONDING JUMPERS BETWEEN EACH GATE AND POST OPTIONAL. VERIFY EXACT LOCATION OF COPPER BUS BAR FOR PROPER CONDUCTOR LENGTH. ( ) FINAL EXOTHERMIC WELDS TO COPPER BUS BAR BY THE ANTENNA CABLE INSTALLER. 17. CONTRACTOR SHALL PROVIDE EXOTHERMIC BONDING AT ALL BURIED GROUND RING NOTE: PROPOSED 1-POLE 20 AMP BREAKER TO POSITION 5 FOR PROPOSED LED LIGHT NOTE PROPOSED 4 SPADE 2-POLE 200 AMP BRANCH BREWER TO POSRION$ 4 4, 6 AL 6 FOR PROPOSED 615D CROFT CONNECTIONS, STRUCTURAL EQUIPMENT FRAME, SERVICE RACK(S), EXISTING TOWER. 8• EXOTHERMICALLY WELD BONDING CONDUCTOR TO COMMUNICATION STRUCTURE LEG GROUND RINGS, AND AS INSTRUCTED BY T-MOBILE CPM. AT 1'-0' ABOVE PAD AND BOND TO BURIED GND RING. PROVIDE A 3/4' PVC . ------ - --- -- k.ti •�I y )I I I 0 ?: ( 1 T:F �I,II , J!_c APPROVED. MFRS. PER T-MOBILE STD ___ / I_I __ „___ I r C:., 3 11(�r. L.1J92 ❑24 42 - RATED AALPS: ❑ 100 woo [)•":DO 0 � � CABIPIET: E SURFACE t j FLUSH NEMA ❑1 ®3R C14X SLEEVE WITH A GRADUAL BEND IN THE CONCRETE FOUNDATION. 18 CONTRACTOR SHALL PROVIDE MECHANICAL BONDING AT ALL ANTENNA SECTOR GROUND ALL ELECTRICAL EQUIPMENT DISCONNECTS, TRANSFORMERS, J-BOXES, PANEL- BARS, DIRECTED B 9. 5/8'X1O'-0' LONG COPPER CLAD GND ROD. 15' SPACING BETWEEN RODS (NON- BOARDS, CABINETS, AND MAIN GROUND BAR AS DIRECTED T-MOBILE CPM. ALL �MAIN LUGS ONLY MAIN 0AMPS N BRFAKER [] FUSED SWITCH . n HINGEDDOOR N KEYED DOOR LATCH UNEAR). TYPICAL FOR ALL ONO RODS SHOWN. USE STAINLESS STEEL HARDWARE MECHANICAL CONNECTIONS SHALL BE PROPERLY TERMINATED W/ LUGS, NUTS & BOLTS. WHERE APPLICABLE. 0FUaE0 CIRCUIT BREAKERBTZAJ`ICH DEVICES Q_TO BE GFCI BREAKERS FULL NEUTRAL BUS GROUPID TIU`� 19 CONTRACTOR SHALL COAT WITH NOX-OX ALL POINTS OF CONTACT BETWEEN DISSIMILAR METALS. ALL BREAKERS MUST BE RATED TO INTERRUPT A SHORT, CIRCUIT ISC OF 10,000 AMPS 5YNIME•TRICAL. GROUNDING NOTES NTS 1 PANELBOARD SCHEDULE 12 NTS GRADE • • • COVER :�.. ORI,MOVABLE — fi"(w) x 20"(I) WC G BARE TINNED SOLID NOTE: ALL EXPOSED CONDUCTORS ON EQUIP. NOTE: ALL BONDING TO ANTENNA SECTOR GROUND BARANG CR2EEN JACKETED SLAB SHALL INSTALLED INSIDE A 1/2" IS MECHANICAL, FURNISH LUGS AND HARDWARE COPPERWAREFOR BONDING COPPR WIRE FOR MEGGER SCHED 60 PVC CONDUIT, WHETHER OR OF RF COAX CABLE SHIELD NOT CALLED OUT HERE & ANTENNA SUPPORT 18 STRUCTURE COAX CABLE SHIELD JTESTS CADWELD M ROD CRUSHED ROC AT ANTENNAS SECTORS WITH SECTOR GROUND GROUNDING KIT (TYP) ANTENNA (TYP) BARS MOUNTED AT TOP OF TOWER. OR� BASE AS CALLED OUT IN PLANS SLOT FOR GROUND WIRE CADWELD CONNECTION ANTENNA SUPPORT STRUCTURE (TYP) TO GND RING, TYP. NOTE: SECTOR SECTOR SECTOR GROUND BARS GND BAR GNO BAR #2 AWG BARE ARE TO BE S/8'X1 D' COPPER TINNED SOLID MOUNTED RF C OAX CABLE DIRECTLY TO TO RF ANTENNA STEEL ROD COPPER WIRE TOWER. WITH NO INSULATORS. DOTE CONTRACTOR TO MARK ON INTERIOR OF SLEEVE WHICH BUILDING GROUND OR TELEPHONE GROUND IS TIED INTO BOND TO EXIST. GROUNDING POWER CABINET PROPOSED PROPOSED TELCO CABINET CABINET CABINET INSPECTION SLEEVE NTS 3 EXISTING GENERATOR NOTE: NOT, NOTE IRREVERSABLE CRIMPING ALLOWED. ALL SECTOR GROUND BARS CONTRACTOR TO APPLY COPPERSHIELD METER DISC SHALL BE 1/4'X2'X12' COPPER OR NO-OX TO ALL CONNECTIONS AND PLATES 3/8 THREADED INSULATOR 3/8 x 3/4 SS BOLT (NOT USED FI SECTOR GROUND BARS) i RF COAX CABLE GROUNDING KIT, TYP 12CU TINNED SOLID GROUND CONDUCTOR EXTEND TO ICEBRIDGE SUPPORT STRUCTURE & SCREWS LV CADWELD AT TWO LOCATIONS MINIMUM #2 BARE TINNED 1/4x4x24 BUS BAR MTS a a a NOTE: CONTRACTOR TO SOLID COPPER BOND 1#PPE TINNED COORD. po00 8 9 0 o e a / GROUND BAR SIZE REQUIREMENTSMECHANICAL a 0 e FOR SECTOR AND MAIN GROUND ER MAIN GROUND BOND BUS BAR o 0 o a BARS WITH T-MOBILE CPM #2 TINNED SOLD COPPER EXISTING TOWER. T61 0088� / 1-1/4" U-FlTTING oo� GROUND, BOND TO GROUND RING 3/8 SS LOCK WASHER 3/8x3/4 SS BOLT / _ J@J — - — — — — — — ---- -- INSPE T R00 VATHINSPECTION SLEEVE TIE INTO EXISTING (TYPICAL) TOWER GROUND RING EXISTING TOWERD #2 AWG TINNED WIRE LEAD ROD (OOORDINATE WITH GPM) GROUNDING WITH EXOTHERMIC SS ANGLE ADAPTER SERVICE ENTRANCE LEAD SHOWN FOR CLARITY #2 BE TINNED S GROUND BELOW GRADE MIN. TYPICAL GROUND BAR DETAIL TOTS 4_1 GROUNDING RISER DIAGRAM NTS 15 mL tagelhv with N mcepta and deaigna preaenled M1ertin. ea ' mt vl a gd la Ialmded v ly p, U,e eciflc ae vntl Nml fa " w1,iN 't w pro aretl. Haas vl vnJ props- rtliance a dxment HA l wrillm Ihanzafivn and adapt Hf bn pmlel—Ham and Aaeocivlea, Inc. vll ba wiNvuk IIab011y la pmley-Horn a d Aseaciv/m, Inc. T - -Mobile 1300 CONCORD TERRACE, SUITE 200 SUNRISE FL, 33323 CROWN A2P0049A 2651 MINUTE MAID ROAD FORT PIERCE, FL 34945 ST. LUCIE COUNTY CURRENT ISSUE DATE: JULY 2021 EXCALIBUR REV.: DATE: DESCRIPTION: �s?°5I31i r�r''i f� of Lj :p re I © 2021 KIMLEY—HORN AND ASSOCIATES, INC. 1920 WEKIVA WAY, SUITE 200 WEST PALM BEACH, FLORIDA 33411 (561) 845-0665 FBPE REGISTRY NO. 696 BRAWN BY:=CHK.: APV.: JAR GD JRL ZICENSURE: KEVIN K. MARAJH PE 71455 JASON R. LEE PE 67472 SHEET TITLE GROUNDING DETAILS SHEET NUMBER: REVISION• E=2 :KHA Job #: 044290555