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HomeMy WebLinkAboutA2P0049A_SS_CDs_Excalibur_8-2-2021 T1 -Mobile-- 1300 CONCORD TERRACE, SUITE 200 C�r SUNRISE FL, 33323 ®II ® • PROJECT INFORMATION: Mobile-- CROWN A2P0049A 2651 MINUTE MAID ROAD FORT PIERCE, FL 34945 ST. LUCIE COUNTY 1300 CONCORD TERRACE, SUITE 200 CURRENT ISSUE DATE: SUNRISE FL, 33323 JULY 2021 A2POO49A-CROWN (BU# 813700) SSUED FOR: EXCALIBUR 2 6 51 MINUTE MAD ROAD EV.:=DATE: DESCRIPTION: FORT PIERCE , FL 34945 LATITUDE 27028 ' 59 . 76 " N , LONGITUDE 80034' 01 . 21 99 VV � .11a(r sEAL•, ALL WORK AND MATERIALS SHALL BE PERFORMED AND INSTALLED IN ;!1�•1�-•1+: ACCORDANCE WITH THE CURRENT EDITIONS OF THE FOLLOWNG CODES SHEET DESCRIPTION REV. XI STING UNMANNED TELECOMMUNICATION S IS A WIN APPLICATION FOR A: IMUNIC N TO AN AS ADOPTED BY THE LOCAL GOVERNING AUTHORITIES. NOTHING IN e THESE PLANS IS TO BE CONSTRUED TO PERMIT WORK NOT T-1 COVER SHEET 0 > e SITE. CONFORMING TO THESE CODES. _i" w 7 !2 1.7TH EDITION(2020)FLORIDA BUILDING CODE 6.AMERICAN INSTITUTE OF STEEL G-1 GENERAL NOTES 0 —^ 2 2017 NATIONAL ELECTRIC CODE(NEC)WITH CONSTRUCT10N SPEORCATTONS(AISC) LOCAL AMENDMENTS 7.UNDERWRITERS LABORATORIES(U.L) CA SITE PLAN k T-MOBILE EQUIPMENT LAYOUT 0 3.ANSI/TIA/E1A APPLICABLE STANDARDS APPROVED ELECTRICAL PRODUCTS '• STATE E OF a 4.LIFE SAFETY CODE NFPA-101-2018 8.LOCAL BUILDING CODE �f t'• 5.7TH EDITION(2020)FLORIDA FIRE PREVENTION CODE 9.CITY/COUNTY ORDINANCES C-2 TOWER ELEVATION AND ANTENNA LAYOUT O 10.NFPA 55(2016) C4 EQUIPMENT MOUNTING DETAIL OLAN'� P�('BAR D BY PROJECT DESCRIPTION CODE COMPLIANCE E-1 ELECTRICAL SITE PLAN AND NOTES 0 K'f t. u { Tq� E-2 EQUIPMENT GROUNDING DETAILS O ■\Im1gHorn 3L F L O N I D A ©2021 KIMLEY—HORN AND ASSOCIATES,INC. s r c l e 1920 WEKIVA WAY, SUITE 200 APPLICANT/LESSEE CIVIL ENGINEER: WEST PALM a I I T E KIMLEY-HORN AND ASSOCIATES, INC. (561) 8451 FLORIDA 33411 066 MDCMC NAME: T-MOBILE 1920 WEKIVA WAY, SUITE 200 FBPE REGISTRY NO.696 PROJECT MANAGER: JOSE DELGADO WEST PALM BEACH, FL 33407 PHONE: (954) 696-1573 (561) 845-0665 LROVIDER: PROPERTY INFORMATION STRUCTURAL ENGINEER: OWNER: CROWN CASTLE INTERNATIONAL N/A 7 6420 CONGRESS AVE. SUITE 2000 BOCA RATON, FL 33487 VICINITY MAP CONTACT: NPALM 7 RAWN BY:=CHK.: APV.: 2 5) 5 ELECTRICAL ENGINEER: JAR CD JRL KIMLEY-HORN AND ASSOCIATES, INC. ISSUED FOR: HANDICAP REQUIREMENTS: FACILITY IS UNMANNED AND NOT FOR 1920 WEKIVA WAY, SUITE 200 SHEET INDEX EXCALIBUR ICENSURE: HUMAN HABITATION. HANDICAPPED WEST PALM BEACH, FL 33407 DATE: JULY 2021 ACCESS NOT REQUIRED, (561) 845-0665 KEVIN K.MARAJH PE 71455 JASON R.LEE PE 67472 SURVEYOR: i FROM T-MOBILE OFFICE PROCEED NORTHWEST ON CONCORD TERRACE TOWARD PROJECT INFORMATION N/A HEET TITLE SAWGRASS CORPORATE NE TURN LEFT ONTO SAWGRASS CORPORATE THE USE THE LAN2ND FROM THE RIGHT LANE 6 TURN LEFT ONTO W SUNRISE BLVD, USE THE RIGHT 2 COVER SHEET LANES TO MERGE ONTO FL-869 N VIA THE RAMP TO W PALM BEACH, MERGE ONTO EQUIPMENT LOCATION: ® OUTDOOR❑ INDOOR DESIGN: g�. FL-869 N, USE THE RIGHT 2 LANES TO TAKE EXIT 21A-B FOR FLORIDA'S TURNPIKE N, �i MERGE ONTO FLORIDA'S TURNPIKE, TAKE EXIT 152 FOR FL-70 TOWARD FT 7TH EDITION (2020) FLORIDA BUILDING CODE PIERCE/OKEECHW/OKEECHOBEEOBEE, CONTINUE/VERO BEACH) TURNAIGHT ONTO FL-713 N LEFT ONTO RANGE AVE, NS FOR FL-70 TURNRIGHT ONTO ANTENNA LOCATION: ® ELF SUP SUPPORT TOWER TOWER ENGINEER:TOWER ULTIMATE WINND LOADS DSCE SPEED 1=)155 MPH NOMINAL WIND SPEED = 120 MPH WILL ❑ MONOPOLE MINUTE MAID RD, KTHE SITE L BE ON THE LEFT. N/A RISK CATEGORY II ❑ ROOF TOP WIND EXPOSURE= C HEET NUMBER: REVISION• ❑ NEW TOWER 7� ❑ OTHER $ DRIVING DIRECTIONS PROJECT SUMMARY PROJECT TEAM Tmi i 5, u � HA Job #:K,~i,tlowm„t.top,�u�u U,cw,„wtl devgn,pa„�t,tld.r,l�.„ 044290555 InaWmmtvot,er,ice,fq lwntmtletl ITtw IM1e nfic mryvae n ch'ent fw v wM1IcM1 If a prevpartd. ae altl anE prapc rdlonce W,donment wihbwt wnNan IharizpUvn an a vplptlw bn IGml,y—Nam d Ae,aciolm, Inc,divp hw without Ilabllly tp IGml,y—Nam v tl Aawivlw.Inc. STANDARD PROVISIONS T - -Mobile-, INTENT TEMPORARY FACII MFS: COMPLANCE I. INSPECTIONS 1300 CONCORD TERRACE,SUITE 200 A. THESE SPECIFICATIONS AND CONSTRUCTION DRAWINGS ACCOMPANYING WATER: SITE. A. ALL MATERIALS, DESIGN, AND WORKMANSHIP SHALL BE IN THE CONTRACTOR SHALL NOTIFY THE CPM AT LEAST 24 HOURS SUNRISE FL, 33323 ACCOMPANYING THEM DESCRIBE THE WORK TO BE PERFORMED AND WATER IS NOT AVAILABLE TO THE CONTRACTORS ON S ACCORDANCE WITH ALL APPLICABLE CODES SOME OF WHICH ARE IN ADVANCE OF REQUIRED INSPECTIONS. INSPECTIONS THAT THE T—MOBILE SITE. THE MATERIALS TO BE FURNISHED FOR THE CONSTRUCTION OF LISTED BELOW), ORDINANCES, AND AUTHORITIES HAVING WILL BE REQUIRED BY THE CPM OR OTHER DESIGNATEDPROJECT INFORMATION: B. LIGHT AND POWER: JURISDICTION OVER THE WORK. UPON THE COMPLETION OF THE T-MOBILE REPRESENTATIVE ARE: CROWN 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 EXPLANATORY AND COMPLEMENTARY. HOWEVER, SHOULD CERTIFICATE OF OCCUPANCY(IF REQUIRED) AND OTHER LEGAL FULLY EXPLA '. ANYTHING LA SHOWN, INDICATED SPECIFIED ON ONE AND C. TELEPHONE: DOCUMENTS TO VERIFY SUCH COMPLIANCE. WHERE NO CODES 2. PRACTICAL COMPLETION A2P0049A EXIST, THE WORK SHALL CONFORM WITH THE 7TH EDITION (2020) NOT THE OTHER, IT SHALL BE THE SAME AS IF SHOWN, EACH CONTRACTOR TO PROVIDE HIS OWN TELEPHONE THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ENSURING WHICH INDICATED OR SPECIFIED ON BOTH. ACCESS IF REQUIRED. WHICHEVER FLORIDA BUILDING CODE, AND/OR IS MORE STRINGENT,, THE SPECIFICATIONS HEREIN,AND A DOCUMENT STATEMENT SHALL BE THAT ALL RELEVANT AUTHORITY INSPECTIONS ARE CARRIED OUT 2651 MINUTE MAID ROAD W IN A TIMELY MANNER. THE CONTRACTOR SHALL PROVIDE FORT PIERCE FL 34945 C. THE INTENTION OF THE DOCUMENTS IS TO INCLUDE ALL LABOR FURNISHED TO THIS EFFECT. DOCUMENTATION OF ALL INSPECTIONS. ' AND MATERIALS REASONABLY NECESSARY FOR THE PROPER D. IF PERMANENT POWER IS COMPLETED, ALL CONTRACTORS MAY ST. LUCIE COUNTY EXECUTION AND COMPLETION OF THE WORK AS INDICATED IN USE THE SERVICE CONNECTION FOR PRODUCTION WORK ONLY, THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING NTH THE DOCUMENTS. I PROVIDED THAT ELECTRICAL CORDS AND CONNECTIONS ARE T-MOBILE'S' DESIGNATED ENGINEERING FIRM TO OBTAIN ALL URRENT ISSUE DATE- REQUIRED INSPECTIONS AND TESTING. THE CONTRACTOR FURNISHED BY THE CONTRACTORS AND ARE DISCONNECTED AND IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY SH 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 ALL PROVIDE DOCUMENTATION OF ALL INSPECTIONS. DULY ZOZ1 INTENT OF THE DRAWINGS AND TO DESIGNATE A PROCEDURE, CPM OF ANY DISCREPANCIES PRIOR TO PERFORMING WORK. TYPE OR QUADTY 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 SSUED FOR- -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 NOISE LEVEL: THE CONTRACTOR SHALL ENSURE THAT STALE EXCALIBURLL 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 EV.:=DATE:-DESCRIPTION: READY FOR USE. EQUIPMENT OR METHODS OF CONSTRUCTION. CONFLICTS B. EXTERIOR: VISUALLY INSPECT EXTERIOR SURFACES AND PERMITS AND LGENSFS DUST CONTROL: THE CONTRACTOR SHALL TAKE ALL NECESSARY REMOVE ALL TRACES OF SOIL, WATER MATERIALS, SMUDGES AND - STEPS TO LIMIT THE CREATION ANY DUST NUISANCE THAT MIGHT ARISE DURING CONSTRUCTION OF 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 SATISFACTION 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 SEAIr., SUCH DISCREPANCY IN DIMENSION WHICH MAY INADVERTENTLY FOREIGN MATTER, SITE ACQUISITION SPECIALIST PRIOR TO THE APPLICATION FOR 4 .•-t 1' rlya OCCUR SHALL BE SUBMITTED TO THE T-MOBILE 1• REMOVE ALL TRACES OF SPLASHED MATERIAL FROM CONSTRUCTION PERMITS. K. REINSTATEMEN T '® aT �. T.1 ti'''"``»`n � , CONSTRUCTION PROJECT MANAGER (CPM) FOR CONSIDERATION 3 �„ s•,,.r, BEFORE THE CONTRACTOR PROCEEDS WITH THE WORK IN THE ADJACENT SURFACES. FAA APPROVAL WILL BE SUPPLIED BY OTHERS, BUT MUST BE ANY PAVEMENT, FOOTPATH,CURB, GUTTERS, WALLS, FLOORS, i 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 No ,ea•; r 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-GUILTS DRAWINGS - vTATE OF '0 _ PARTIES TO THE PROJECT. THIS WOULD INCLUDE(THOUGH NOT A �0 r �.� PREPARETHE CONTRACTOR SHALL 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 CPM OR HIS DESIGNATED REPRESENTATIVE. COMPLETION AND PRIOR TO APPROVAL OF THE CONTRACTOR'S FINAL LAN ,O CONTRACTOR. THE CONTRACTOR, UPON VERBAL REQUEST FROM E : "4 �'A�i 44 A. EACH CONTRACTOR IS RESPONSIBLE FOR HELPING TO OBTAIN INVOICE fy) ". THE CPM SHALL PREPARE R WRITTEN PROPOSAL DESCRIBING THE Klmli� "�>horn THE GUIDING 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 1 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 CONSTRUCTION. ANY DISCREPANCIES OR DOUBTS AS TO THE SUBMIT REQUESTS FOR SUBSTITUTIONS IN THE FORM AND IN g 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: ©2021 KIMLEY--HORN AND ASSOCIATES,INC. 8 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 1920 WEKIVA WAY, SUITE 200 $ SHALL BECOME THE SOLE RESPONSIBILITY OF THE CONTRACTOR. SUCH INSTRUCTION MEANS CONTRACTOR WILL HAVE WORKED AT HIS WEST PALM BEACH, FLORIDA 33411 STORAGE: OWN RISK AND EXPENSE 2. WARRANTIES AND MAINTENANCE MANUALS, IF APPLICABLE (561) 845-0665 3. GROUND SYSTEM RESISTANCE TEST FBPE REGISTRY NO.696 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 ROVIDER: MANAGER AND/OR BUILDING OWNER APPROVAL. CONSTANT COMMUNICATIONS, SUCH AS A CELLULAR PHONE OR A g A. GENERAL CARPENTRY, ELECTRICAL, AND ANTENNA DRAWINGS ARE PAGER. R 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 FLOW OF OTHER WORK. ANY EQUIPMENT OR MATERIAL STORAGE 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 AND THE GENERAL PUBLIC DURING THE ENTIRE SITE CONSTRUCTION _ MANUFACTURER. PERIOD. HE SHALL TAKE ALL REASONABLE PRECAUTIONS TO d PLACE AND MAINTAIN BARRICADES, LAMPS, SIGNS, AND THE INSURANCE AND BONDS: LIKE IN ACCORDANCE WITH OSHA SAFETY ACT AND ANSI RAWN BY:=CHK.: APV.. PROTECTION: OCCUPATIONAL GUIDELINES. A. EACH CONTRACTOR SHALL AT HIS OWN EXPENSE CARRY AND JAR GD JRL SHOP DRAWINGS: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 L PASSAGEWAYS THROUGH WHICH EQUIPMENT A. CONTRACTORS SUBMIT SHOP DRAWINGS OR WRITTEN TO CPM. INSURANCE AS REQUIRED AND LISTED AND SHALL NOT (CENSURE-AND MATERIAVIALSS WILL ILL PASS. LISTED IN THESEE SPECIFICATIONS THROUGH THE GENERAL CERTIFICATE OF INSURANCE STATING ALL COVERAGES TO CONTRACTOR TO THE CPM, FOR REVIEW. G. COMPLETE INVENTORY OF CONSTRUCTION MATERIALS AND B.PROVIDE PROTECTION FOR EQUIPMENT ROOM SURFACES PRIOR TO THE GENERAL CONTRACTOR WHO SHALL, IN TURN, KEIN K.MARAJH PE 71455 EQUIPMENT IS REQUIRED PRIOR TO START OF CONSTRUCTION. FORWARD A COPY OF ALL CERTIFICATES TO THE CPM. JASON R.LEE PE 67472 ALLOYING 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 i 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 HEET TITLE' SHALL CONDUCT HIS OPERATIONS SO AS TO NOT INTERFERE WTH THE OPERATIONS OF PUBLIC AND/OR PRIVATE UTILITY AUTHORITIES, INSTALLING SERVICES ON THE SITE. PRODUCTS AND SUBSTITUTIONS, GENERAL NOTES i 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 7 EACH REQUEST THE PRODUCTOR A. IN EVENT OF DAMAGE, THE CONTRACTOR SHALL PROMPTLY MAKE INSTALLATION METH DFTO BE REPLACED FBYRICATION THE SUBSTITUTION. OF 7H15 SITE. ALL REPLACEMENTS AND REPAIRS AND AT NO ADDITIONAL COST INCLUDE RELATED SPECIFICATION SECTION AND DRAWING HEET NUMBER: REVISION- TO T-MOBILE AND/OR BUILDING OWNER. NUMBERS, AND COMPLETE DOCUMENTATION SHOWING COMPLIANCE 3000 WITH THE REQUIREMENTS FOR SUBSTITUTIONS. B. ALL NECESSARY PRODUCT DATA AND CUT SHEETS SHALL PROPERLY INDICATE AND DESCRIBE THE ITEMS, PRODUCTS, AND Gmi MATERIALS BEING INSTALLED. THE CONTRACTOR SHALL, IF DEEMED NECESSARY BY TIME CPM,SUBMIT ACTUAL SAMPLES TO THE CPM FOR APPROVAL IN LIEU OF CUT SHEETS. a HA Job and cd #: ~ia tlaw mR ta9eU wth Ue emam a and d dya,p.wmt� d ae as 044290555 Halrummt at aerNw.la Ntmded mly fm Ue apeciflc p,ry«e ml Tar ahirh It•oa prepared.Ra,ae of and mprapr rtllance m ika d«vnent IINwt mHim ouUadzadon mtl adoplatim by IGmley-Ham and davadatae, nc i,ab be aiNaul Ilabdily to IGmlay-Nom and Pa«iota,Inc. X X X X X X X X X X X EXISTING SPRINT/NEXTEL UTILITY H-FRAME -Mobile EXISTING SPRINTNEXTEL X ■ m e ■ ■ EQUIPMENT ON CONCRETE PAD EXISTING v HIGH EXISTING SPRINT/NEXTEL CHAIN-LINK FENCE ICE BRIDGE 1300 CONCORD TERRACE, SUITE 200 SUNRISE FL, 33323 X PROJECT INFORMATION: EXISTING CROWN SPRINT/NEXTEL GRAVED ESSHLTERT f _ A2P0049A x RAREA 2651 MINUTE MAID 'ROAD f!!J� FORT PIERCE, FL 34945 X EXISTING ABANDONED METROPCS ST. LUCIE COUNTY 200A PPC TO BE RE—UTILIZED BY T—MOBILE CURRENT ISSUE DATE: \ EXISTING ABANDONED EXISTING 250'± METROPCS EQUIPMENT SELF-SUPPORT TOWER DULY 2021 ON CONCRETE PAD / EXISTING 12' WIDE ACCESS GATE EXISTING T-MOBILE ICE 11_�E)OSTING ABANDONED METROPCS SSUED FOR: BRIDGE 200A DISCONNECT TO BE RE—UTILIZED BY T—MOBILE EXISTING ABANDONED MERTROPCS EXCALIBUR EXISTING T-MOBILE 200A METER TO BE RE-UTILIZED UTILITY H-FRAME BY T-MOBILE < X EV.:=DATE:—DESCRIPTION: EXISTING T-MOBILE EQUIPMENT EXISTING ON CONCRETE PAD X - T-MOBILE ATS C\-] X SEAL:, [ J EXISTING AT&T EXISTING ICE BRIDGE 1 ,`!;+ 'J. EQUIPMENT (TYP.) .� 4G F_r X SHELTER y -,ate EXISTING T-MOBILE ✓. DIESEL GENERATOR - ° Y2 _ �JfIP/3.lfPJf✓l'fl,'1ftJ1P.f.:'//l1/.Iltfi'flli1111J1!//!�-,' tft;+rlliJf/!+"r:'ff..✓{fJ!/J/f{Jl.. ..,_. -. '�n n EXISTING AT&T ICE y J`f� "'ry} - yyA' x EXISTING AT&T WIRELESS BRIDGE � ',m• �=, � O DIESEL GENERATOR EXISTING AT&T ABANDONED NORTH GRAVEL EQUIPMENT SHELTER AREA X LAMS' R � n d 1. G' 6' 12' Kiffi ek �� °1"orn x SCALE FEET EXISTING METER ©2021 KIMLEY—HORN AND ASSOCIATES,INC. X X X X X X X X X X X 1920 WEKI VA WAY, SUITE 200 WEST PALM BEACH, FLORIDA 33411 ! R SITE PLAN 561E 845NO. 665 F6PE REGISTRYRY N0.696 %Tf✓/ EXISTING T-MOBILE ROVIDER: \ / LIGHT EXISTING MOBIPPC LE A 200 AMP ,// EXISTING T-MOBILEUGHT � EXISTING ABANDONED EXISTING T-MOBILE CABINET TO BE REMOVED EXISTING T-MOBILE b DISCONNECT 200 AMP PPC EXISTING T-MOBILE METER LEGEND EXISTING T-MOBILE RAWN BY:=CHK.: APV. SELF-SUPPORT TOWER : EXISTING TOWE250'±R � DISCONNECT JAR GD JRL EXISTING T—MOBILE 0EXISTING T-MOBILE FCOA CABINET TO BE REMOVED EXISTING T—MOBILE METER EXISTING T-MOBILE ICE E FIBER BOX EXISTING BRIDGE OD O STING T-MOBILE SSC TO BE REMOVED (CENSURE: EXISTING T-MOBILE EXISTING T-MOBILE ICE EXISTING T-MOBILE KEMN K.MARAJH PE 71455 DISCONNECT TO BE REMOVED © EXISTING T-MOBILE RBA 72 BBU CABINET 1O BE REMOVED BRIDGE FIBER BOX JASON R.LEE PE 67472 EXISTING T-MOBILE 0 Op EXISTING T—MOBILE COVP TO BE REMOVED PPC TO BE REMOVED EXISTING T—MOBILE METER OE EXISTING T—MOBILE(3)FLRB RRUm TO BE REMOVED TO BE REMOVED B PROPOSED T—MOBILE RFS HCS HEET TITLE: EXISTING T-MOBILE O O PROPOSED T-MOBILE 6160 CABINET TRUNK CA LE ENTERING EKING THE TELCO BOX / EXISTING T-MOBILE OG PROPOSED T-MOBILE B160 CABINET EXISTING T-MOBILE PROPOSED LUMENGEN L LIGHT NET SITE PLAN & T-MOBILE ID EXISTING T-MOBILE ` PLINTH TO BE j$ FIBER CABINET �---� REMOVED TELCO BOX © (LG-ALV2-15OW-27V-4OK)POLE MOUNTED EQUIPMENT LAYOUT O EXISTING T-MOBILE _` (10'MINIMUM ABOVE GRADE) CONNECTED TO EXISTING T-MOBILE FIBER CABINET ROTARY 11MER WITH 60 MINUTES,MOUNTED CONCRETE PAD OF PER MANUFACTURER'S SPECIFICATIONS. (OR HEFT NUMBER- REVISION• EXISTING T-MOBILE NORTH ATS APPROVED EQUAL). % I $¢ I EXISTING T-MOBILE EXISTING T-MOBILE D' 4' 6' ATS CONCRETE PAD EXISTING EQUIPMENT LAYOUT PLAN SCALE FEET n y ALL PROPOSED EQUIPMENT ON THE GROUND OR ON THE TOWER SHALL RETAIN THERE KHA Job #: „i<aoN enRtoge v In a<�<�t an<.�.<, SILVER/GREY FACTORY FINISH OR SUBJECTED TO ANY APPLICABLE STANDARDS OF FAA BE PROPOSED EQUIPMENT LAYOUT PLAN FINISHED OF PAINTED IN STEALTH OR NEUTRAL TONE COL 044290555 ORS,SO AS TO REDUCE VISUAL ° a et:�iN°ut"II°b111Y ta%m1: xam a a a:°a;i�, "'°°°t`°' OBTRUSIVENESS, PER CHAPTER 07.10.23(G)OF ST. LUCIE COUNTY LAND DEVELOPMENT CODE SF` EXISTING T-MOBILE L2100 QUAD q?0T 3 ANTENNA TO BE REMOVED �° � Mobile•TOP OF TOWER, 00' EL. 250't (9) EXISTING ANTENNAS TO BE REMOVED EXISTING T-MOBILE FRIG RRU AND REPLACED WITH,(3) NEW ANTENNAS, TO BE REMOVED 1300 CONCORD TERRACE, SUITE 200 EXISTING T-MOBILE ANTENNAA EXISTING MOUNTS TO BE REMOVED AND EXISTING T-MOBILE COUP SUNRISE FL 33323 EL. 237't REPLACED WITH PROPOSED V-FRAME MOUNTS (SITE PRO-P 0 VFA12-HD) TO BE REMOVED PROJECT INFORMATION: EXISTING SPRINT/NEXTFI ANTFNNA�L (T� OF 3) EXISTING T-MOBILE FRIE RRU 4Z TO BE REMOVED CROWN EL. 225't RAD CENTER OF EXISTING AND EXISTING T-MOBILE 3 J, -RUE T-MOBIL ANTENNAS 0 . TO BE REMOVED EXISTING T-MOBILE FXFB EL 217'f L700/u2100/GSM HEX ANTENNA � A2P0049A EXISTING SPRINT/NFXTEf ANTFNNA� RRU TO BE REMOVED 2651 MINUTE MAID ROAD EL. 210't q2` FORT PIERCE, FL 34945 EXISTING T-MOBILE U1900 QUAD ST. LUCIE COUNTY h EXISTING AT&T ANTENNAS 00• ANTENNA TO BE REMOVED URRENT ISSUE DATE: EXISTING T-MOBILE U1900 QUAD ANTENNA TO BE REMOVED EX LI 178} PRINT/N XTEL ANTENNAS SECTOR _ JULY 2021 EXISTING EXISTING T-MOBILE FXFB RRU TO SELF-SUPPORT �= 90* T-MOBILE L700 2100 GSM HEX SSUED FOR: h EXISTING AT&T ANTENNAS BE REMOVED TOWER A TO BE REMOVED / 4'EL. 160't EXISTING T-MOBILE 7 EXCALIBUR FXFB RRU TO BE REMOVED EXISTING T-MOBILE FRIE EV•:=DATE: DESCRIPTION: EXISTING T-MOBILE FRIE RRU TO RRU TO BE REMOVED BE REMOVED EXISTING T-MOBILE COVP EXISTING T-MOBILE COVP TO TO BE REMOVED BE REMOVED v� EXISTING T-MOBILE L2100 QUAD ANTENNA TO BE REMOVED EXISTING T-MOBILE FRIG rr,F) ° �p SEAL: RRU TO BE REMOVED p�A 'r m SECTOR A _ E 'r� �(� iS O• AZ = 90' 4',1\', �i'•. $ i t:+ ji€r Cif O. EXISTING T-MOBILE L2100 QUAD �� a EXISTING EXISTING T-MOBILE FRIG ANTENNA TO BE REMOVED p T-MOBILE U1900 RRU TO BE REMOVED EXISTING 250't EXISTING T-MOBILE QUAD ANTENNA SELF-SUPPORT TOWER L700/U2100/GSM HEX TO BE REMOVED _ sT� ANTENNA TO BE REMOVED QQ EXISTING ANTENNA LAYOUT �)c CY � 24. p EXISTING DISH ANTENNA N.T.S. �`' '' EL. 120 f Y tAkl 'pbREM ANTENNA EXISTING COAX CABLES `fhOrn SECTOR LENG SIZE QTY. SPARE SECTOR A 250'f 1 5/8" 4 4 q ©2021 KIM EY—HORN AND ASSOCIATES,INC. ' SECTOR B 250't 1 5/8" 4 4 PROPOSED V-FRAME MOUNTS(SITE SECTOR C 250't 11 5/8"1 4 4 PROPOSED TUNTID E FFVS 6 NRWNT 300' PRO-1 �I VFA12-HD) (TYP. OF 3) 1920 WEKIVA WAY, SUITE 200 ANTENNA MANUFACTURER'S SPECIFICATIONS MOUNT WEST PALM BEACH, FLORIDA 33411 PERn 665 EXISTING HYBRID CABLES `SFBPE REEGISTR61) YNO.696 LENGTH SIZE I QTY. IREMOVE PROPOSED T—MOBILE 4450 RRU FOR ROVIDER: 250't 1.24" 3 3 B12 MOUNTED TO EXISTING MOUNT PER MANUFACTURER'S SPECIFICATIONS PROPOSED T-MOBILE 4400 RRU MOUNTED TO DOSTING MOUNT PER P TRUNK CABLE MANUFACTURER'S SPECIFICATIONS ILENGTHI SIZE I OTY. 267't 1.99" 1 3 ANTENNA RP MUST BE 1' BELOW BASE OF BEACON RAWN BY CHK.: APV.: PROPOSED MOUNT RECOMMENDATIONS SHALL BE INSTALL PRIOR TO JAR GD JRL INSTALLATION OF PROPOSED EQUIPMENT. GCS, REPLACE DaSTING MOUNT WITH PROPOSED KITS BELOW.VERTICALLY To NOTE: CENTER ANTENNAS AND MOUNT PIPES BETWEEN PROPOSED T-MOBILE 4480 RRU (CENSURE: THIS DRAWING IS INTENDED TO DEPICT THE HORIZONTALS.ATTACH TIE-BACKS TO ADJACENT TOWER LEGS WITH MOUNTED W EXISTING MOUNT PER GENERAL LOCATION AND HEIGHT OF THE ADDITIONAL LONG PIPES WITHIN 20'OF A TOWER BRACING POINT. MANUFACTURER'S SPECIFICATIONS MAN K.MARAJH PE 71455 PROPOSED LOADS ON THE EXISTING TOWER. (3)SITE PRO 1 VFA12-HD SECTOR MOUNTS JASON R.LEE PE 67472 CONSTRUCTION SHALL NOT PROCEED UNTIL A (12)P2.0 X 8'-0',A53 GR.B(MOUNT PIPES) STRUCTURAL OPINION LETTER HAS BEEN •(8)P2.0 X IV-O',A53 GIRL B(LONG TIEBACKS,FIELD CUT TO LENGTH COMPLETED BY A PROFESSIONAL ENGINEER SECTOR A _ REGISTERED IN THIS STATE, CONCLUDING THAT AZ = 90' HEEf TITLE THE EXISTING TOWER IS STRUCTURALLY PROPOSED T-MOBILE 4460 RRU FOR ADEQUATE TO RESIST THE EXISTING AND B72 MOUNTED 7D EXISTING MOUNT PER PROPOSED T-MOBILE 4480 RRU PROPOSED T-MOBILE FFW-85C-R3-V1 PROPOSED LOADS. MANUFACTURER'S SPECIFICATIONS MOUNTED TO EXISTING MCI T PER ANTENNA MOUNTED TO EXISTING MOUNT TOWER ELEVATION AND GRADE MANUFACTURER'S SPECIFICATIONS PER MANUFACTURER'S SPECIFICATIONS F PROPOSED T-MOBILE 4460 RRU FOR ANTENNA LAYOUT A \ ,no B12 MOUNTED TO EXISTING MOUNT PER %s ANTTEENNNAA MOUNOSED TED�TO EXISTING MOUNT MANUFACTURER'S SPECIFICATIONS HEET NUMBER: REVISION-. TOWER ELEVATION PER MANUFACTURER'S SPECIFICATIONS N.T.S. NOTES: 1.SAFETY CUMB AND CLIMBING PATH ALL PROPOSED EQUIPMENT ON THE GROUND OR ON THE MAY NOT BE OBSTRUCTED IN ANY WAY. rc 2 TOWER SHALL RETAIN THERE SILVER/GREY FACTORY FINISH, OR DO NOT TRAP THE SAFETY CLIMB. SUBJECTED TO ANY APPLICABLE STANDARDS OF FAA, BE y ALL TOWER MOUNTED EQUIPMENT KHA Job #: FINISHED OF PAINTED IN STEALTH OR NEUTRAL TONE COLORS, (TME: DIPLEXER, ,;" so AS TO REDUCE VISUAL OBTRUSIVENESS PER CHAPTER TMA'S RRU)MUST BE INSTALLED BEHIND THE PROPOSED ANTENNA LAYOUT d°ammt.t°9wwv Mtn Uw m«tw a pr enlad M1erem,° ANTENNAS IF THE CANNOT BE MOUNTED BEHIND THE 044290555 ai'° m 07.10.23 (G) OF ST. LUCIE COUNTY LAND DEVELOPMENT CODE. ANTENNA THEN PLEASE CONTACT THE CROWN CASTLE pray°.w prrov,dl°". w.e«m°"t niuwi wau." u°n:mi°"°ntl°dopmGm by pmle�—Ham°"d A,.Qi°tom. PM IMMEDIATELY FOR FURTHER DIRECTION. N.T.S. c�°II ba wilM1wt II°b0ily to Hvnlay—H°m a tl Amvciplq Inc. T - -Mobile ,INSTALLER NOTES: 1300 CONCORD TERRACE, SUITE 200 1.COMPLY WITH MANUFACTURERS I SUNRISE FL, 33323 INSTRUCTIONS TO ENSURE THAT ALL RRHs RECEIVE ELECTRICAL POWER WITHIN 24 ! PROJECT INFORMATION: HOURS OF BEING REMOVED FROM THE CROWN MANUFACTURER'S PACKAGING. 2.DO NOT OPEN RRH PACKAGES IN THE RAIN.; _ 3.ALL PIPES, BRACKETS, AND MISCELLANEOUS HARDWARE TO BE GALVANIZED UNLESS 1 A2POO49A NOTED OTHERWISE. 1 2651 MINUTE MAID ROAD FORT PIERCE, FL 34945 ST. LUCIE COUNTY URRENT ISSUE DATE: JULY 2021 MOUNTING BRACKET (SUPPLIED W/ PROPOSED ANTENNA ANTENNA) SSUED FOR: FFW-65C—R3—V7 /(\ WIDTH: 25.2" j. \\\�\.1 EXCALIBUR HEIGHT: 95.9" DEPTH: 9.3" NEW ANTENNA //� NEW RRH NEW RRH EV.:=DATE: DESCRIPTION: RRH MOUNTING PLATE MOUNTING BRACKET ' PIPE MOUNT BRACKET (SUPPLIED W/ _ ANTENNA ANTENNA) MOUNTING PIPE ANTENNA SEAL: ✓ F r MOUNTING PIPE NO. a� ANTENNA WITH RRH MOUNTING DETAIL y �JSCALE: NOT TO SCALE LANS`•PR�P ���Y2 _ PROPOSED 1/2" DIAMETER, SIMPSON STRONG—TIE Kim 'Horn 2 STRONG—BOLT 2 WEDGE ANCHOR WITH 3-3/4" NOMINAL C 2027 KIMLEY—HORN AND ASSOCIATES,INC. EMBEDMENT (CC ESR-3037). TO BE INSTALLED A MINIMUM OF (1) IN EACH CORNER OF CABINET. SEE MANUFACTURER'S 19ZD WEKI VA WAY, SUITE 200 EQUIPMENT INSTALLATION MANUAL FOR ANCHOR LOCATIONS. IT x IS ASSUMED THAT CABINET ANCHOR LOCATIONS HAVE BEEN WEST PALM BEACH, FLORIDA 33411 a DESIGNED/REINFORCED BY THE MANUFACTURER TO WITHSTAND (SE1) 845—OBBS SHEAR AND UPLIFT FORCES AS CALCULATED IN THIS DESIGN FBPE REGISTRY N0.696 ROVIDER: gT EQUIPMENT LOCK BASE FRAME WASHER d PLATE WASHER RAWN BY:=CHK.: APV.: JAR CD JRL zz ° ° ° a ° (CENSURE: KEVIN K.MARAJH PE 71455 JASON R.LEE PE 67472 ° ° ° d ° HEET TITLE ° 4 4a EQUIPMENT ° . .. 1 MOUNTING DETAILS CONCRETE SLAB HEET NUMBER: REVISION• CABINET ANCHOR DETAIL 2C=3 SCALE: NOT TO SCALE i d KHA Job #: „i,daw 9eNu vHh. d and prnealed herein.a, 044290555 In,Wmm^of,ervice. inlne,a Tsar We ap gri �ryaee d cRmt form ehm,n ,rava2a.Aw,e aaaaa ,rape raiaa�e ui,eaw„ p iuwl bt NormbDity to a ay-Ht by IGmla�—Nom and „xiatc+, 6r)pe Inc,hall a eiuo�t iohpily to gmley-Ham a d A,emiofa,,Inc. GENERAL NOTES: EXIST CONDUIT BACK TO POWER CO., FIELD GOT VERIFY WIRE SIZE AND AMPACBY 7N 1 CONDUIT INSTALLATION NOTES: O EXISTING METER CAN & METER ❑ ® �1 tl 1 ALL CONDUIT RUNS AND EQUIPMENT LOCATIONS ARE SHOWN DIAGRAMMATICALLY CONTRACTOR TO FIELD PROPOSED lY ►►►....999il COORDINATE WITH WIRELESS CARRIER BEFORE INSTALLATION. FIBER 6160 CO2 CABINET CABINET I CONTRACTOR SHALL PROVIDE TRAFFIC RATED, QUAZITE UL LISTED, PULL BOXES WHERE REQUIRED. n EXISTING 2P-200/200A CLF DISC, SE 1300 CONCORD TERRACE, SUITE 200 RATED, 100 KAIC, NEMA 3R SUNRISE FL, 33323 WHERE U.G. CONDUIT ROUTE IS UNDER EXIST SLAB CUT AND PATCH ASPHALT/CONCRETE AS REQUIRED, 2-2" CONDUIT T01 BOND 12 GND JUMPER MATCH EXIST. WITH PULJ..STRING T02 TO EXISTING GROUND RING PROJECT INFORMATION: TO FIBER CO. CONTRACTOR SHALL COORDINATE ALL GROUNDING WITH T-MOBILE CPM BEFORE INSTALLATION. POINT OF 003 112,BOND,5/8'X10' CROWN DEMARCATION. 3-3/0,116,2"C COPPER CLAD,TYP. ALL EXPOSED GROUNDING CONDUITS SHALL BE IN A 1/2" PVC SCHEDULE 80 CONDUIT. I, GRADE ACROWNA TO FIBER DEMARc MIN ° 2651 MINUTE MAID ROAD I STANDBY GENERATOR FORT PIERCE, FL 34945 *AIS4 n 3s ST. LUCIE COUNTY (16160 CABINET,WIRE FIBER ,2'C ws 3P-TBATT JKT URRENT ISSUE DATE: EXISTING T-MOBILE 'CIRCUITS AS DIRECTED 13Y HTR CHGR HTR LIGHT WIRELESS CARRIER'S CPM. = = = JULY 2021 (1) 2" ELECTRICAL CONDUITS EXISTING T-MOBILE "C CONTROL PANELFROM EXISTING PPC TO PPCPROPOSED 6160 CABINET 3 SSUED FOR: FIBER RISER DIAGRAM 12 EXISTING PPC 3-3/01114,2"C \ EXISTING T-MOBILE r ————\ DISCONNECT EXCALIBUR EXISTING T-MOBILE // \\\ EXISTING -MOBILE I COAX BRIDGE (TIP.) FIBER BOX LOAD CALC A 2P-200 EXISTING 200A, 4W, EV.;=DATE:—DESCRIPTION: / EXISTING T-MOBILE LOAD AMPS I C 2P-200 I APPLETON GENERATOR / METER PROPOSED PROPOSED 6160 CABINET 130 I I ADR 0044RS 3ME 1 TNBLE APPROXIMATE LOCATION OF GFI/AREA LIGHT 1 EXISTING 5/8'X10'GROUND PROPOSED GEN. HEATER BLOCK 1 5114,3/4'C PROPOSED T-MOBILE RFS HCS AREA LJGHT L _J TRUNK CABLE ENTERING THE ROD WITH INSPECTION SLEEVE PROPOSEPROPOSEDD G�TBAIT.CHRGR ; ——— BACK OF 6160 CABINET / 3-3/0,114,2"C EXISTING T—MOBILE @�o A-5 GFCI O S TELCO BOX O'a@i_0 / (1) 1/2"ELECTRICAL r ® M, eT'° 'OR Nam. CONDUITS FROM EXISTING TOTAL 134 12 POSITION A-7 do 9 PUSH HUTTON \�� y � �� iV EXISTING T—MOBILE PPC TO PROPOSED LED LIGHT EXIST VOLTAGE PROVIDED:24OV, 1 PHASE,3W I PNLBD I A-11 KILL STATION FIBER BOX c a�eD FOR •'` 'ABip EXIST SERVICE PROVIDED:1C 0 3 OCU 200A 'A' i" EXISTING T-MOBIL fT i I SER I �/� GENERATOR \ SCHEDULE ItPRE5EUP SURGE I BOND 12 GND GROUND LEADS TO \ L_ S� JUMPER TOEQUIPMENT CABINETS TO \BE MECHANICALLY BONDED \ 0 h 12 RING EXISTING GROUND •--� = 2 2 APPROXIMATE LOCATION O � All OF EXISTING 12 PROPOSED 4 SPACE �•'�i q �i IT^•�'`•O•.<'t' �:•'O� EQUIPMENT GROUND RING 2P-200 AMP BRANCH GC •` BREAKER TO 6160 LA vP •#t+�a. Y �_• CABINET SEE PNLBD SCHEDULE Kimle x t 0,1 orn EXISTING T-MOBILE i) GENERATOR Y• ©2021 KIMLEY—HORN AND ASSOCIATES,INC. 2-3/0,216G,2"C Cm 1920 WEKIVA WAY, SUITE 200 x LR WEST PALM BEACH, FLORIDA 33411 (561) 845-0665 FEPE REGISTRY NO.696 NOTES. 1)ALL GROUND WIRES ARE TO BE 12 TINNED RDVIDER: SOLD COPPER WIRES ELECTRICAL SITE PLAN 1 NIS ONELINE DIAGRAM N.T.S 3 1.GENERAL A THE CONTRACTOR SHALL PROVIDE ALL MATERIAL AND LABOR FOR A COMPLETE 3.PROVIDE TELEPHONE CONDUIT WITH PULL WIRE AND CABLE AS INDICATED ON SHALL BE HOT DIPPED GALVANIZED STEEL NYLON INSULATED BUSHINGS SHALL W ELECTRICAL SYSTEM AS INDICATED ON THE DRAWINGS.ITEMS NOT SHOWN BUT DRAWINGS. BE USED ON ALL CONDUIT TERMINATIONS. ABBREVIATIONS OBVIOUSLY NECESSARY FOR A COMPLETE SYSTEM SHALL BE INCLUDED. RAWN BY:=CHK,: APV.: p 4.INSTALL WIRE AND CONDUIT AS INDICATED.PROVIDE CABLE SUPPORTS AS D.FLEX CONDUIT SHALL BE LIQUID TIGHT FLEXIBLE METALLIC CONDUIT. 3 INDICATED. ANT ANTENNA EMT ELECTRICAL METALLIC TUBING B.THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS,INSPECTIONS AND E. NO CONDUIT SHALL BE INSTALLED IN LIFE SAFETY AREAS SUCH AS JAR GD JRL APPROVALS. 5.REPLACE EXISTING WIRELESS CABINET WITH NEW OWNER FURNISHED WIRELESS STAIRWAYS. AWG AMERICAN WIRE GAUGE DWG DRAWING CABINETS AS INDICATED ON DRAWINGS. F. CONDUIT ROUTES ARE SCHEMATIC. FIELD VERIFY ROUTE BEFORE BCW BARE COPPER WIRE LPS. LIGHTNING PROTECTION SYSTEM DID. COORDINATE ROUTE WITH WIRELESS CARRIER AND BUILDING S.S. STAINLESS STEEL (CENSURE: C.ALL WORK SHALL CONFORM N THE NATIONAL LLL APPROVED. CODE AND THE LOCAL RWY RACEWAY PNL PANEL BUILDING CODES.ALL COMPONENTS SHALL BE U.L APPROVED. fi.REUSE S;PROVIDE GROUND JUMPERS WHEN POSSIBLE FROM FORMER WIRELESS OWNER. TYP, TYPICAL CLF. CURRENT UMITING FUSE KENN K.MARAJH PE 71455 r� CABINETS;PROVIDE NEW GROUND JUMPERS TO NEW CABINET'S AS REQUIRED. G.WEATHERPROOF HUBS SHALL BE USED FOR ALL TOP AND SIDE RGS RIGID GALVANIZED STEEL OPM CONST.PROJ.MANAGER D.THE CONTRACTOR SHALL BEFORE SUBMITTING HIS BID,VISIT THE SITE OF THE 7.PROVIDE GROUNDING PROTECTION SYSTEM AS INDICATED. PENETRATIONS TO ENCLOSURE LOCATED OUTDOORS. JASON R.LEE PE 67472 PROJECT AND BECOME FAMILIAR WITH THE CONDITIONS. NO ALLOWANCE WILL BE 4.CONDUCTORS SYMBOLS MADE FOR EXISTING CONDITIONS OR FAILURE OF THE CONTRACTOR TO OBSERVE 8.RESTORE ALL AREAS TO ORIGINAL CONDITION AFTER INSTALLATION OF CONDUIT. THEM. A CONDUCTORS SHALL BE STRANDED COPPER TYPE THWN WITH 75 DEGREE C RISE 9.CONTRACTOR SHALL CLEARLY LABEL DISCONNECTS AND OTHER RELATED GEAR. INSULATION. � CAOWTID TYPE CONNECTION C01 CONDUIT TAG 1; REFER TO RISER E.EXACT LOCATION OF ALL EQUIPMENT SHALL BE COORDINATED WITH WIRELESS 10,AT TIME OF PLAN PERMITTING.CONTRACTOR SHALL APPLY FOR A THIRTY(30) 5.PULL BOXES AND JUNCTION BOXES ® 5/8' LD TYPE CCONNECTIOLAD GRAD. HEET TITLE: CARRIER,THE BUILDING OWNER AND OTHER TRADES. OAY i1T,1PORARI'POWER PERMIT FOR TESTING PURPOSES. 5/8ROD W10'-OANSP.SLEEVE M-1,3 CONDUIT TAG 1; PANEL SCHEDULE I �] A INTERIOR ENCL SHALL BE NEMA 1.EXIERIOR ENCL SHALL BE NEMA 3R. ELECTRICAL SITE PLAN F.WHERE EQUIPMENT IS SPECIFIED BY MANUFACTURER AND TYPE,SUBSTITUTION O 5/8"X10'—O"COPPERCLAD GRND.ROD ® GENERATOR RECEPTACLE ELECTRICAL SHALL ONLY BE MADE WITH THE APPROVAL OF THE ENGINEER.THE CONTRACTOR 3.CONDUIT 6.GROUNDING SHALL SUBMIT DETAILS OF PROPOSED MATERIALS,REASON FOR CHANGE AND 'A. PROVIDE GROUND SYSTEM AS INDICATED ON THE DRAWINGS AND AS REQUIRED By ■ MECHANICAL TYPE CONNECTION AND NOTES CHANGE IN CONTRACT AMOUNT. CONDUIT SIZES AS SHOWN ON THE DRAWINGS ARE A MINIMUM.THE CONTRACTOR THE NATIONAL ELECTRIC CODE AND RADIO EQUIPMENT MANUFACTURER. MAY INCREASE AS REQUIRED FOR EASE OF PULLING. B.ALL RACEWAYS REQUIRE GROUNDING CONDUCTORS.BONDING CONDUCTORS THROUGH — ¥2 TINNED SOLID BARE CU WIRE 2.SCOPE OF WORK B.CONDUIT TYPES SHALL BE AS FOLLOWS UNLESS OTHERWISE INDICATED: THE RACEWAY SYSTEM SHALL BE CONTINUOUS FROM MAIN SWITCH GROUND BUSES ——— UNDER GROUND TELCO CONDUIT HEET NUMBER: REVISION-. A.THE CONTRACTOR SHALL PROVIDE ALL ELECTRICAL WIRING AND EQUIPMENT UNLESS 1.ALL ABOVE GRADE CONDUIT SHALL BE RIGID GALVANIZED STEEL TO PANEL GROUND BARS,AND FROM PANEL GROUNDING BARS TO BRANCH CIRCUIT OUTLETS,MOTORS,LIGHTS,ETC.THESE GROUND CONDUCTORS ARE REQUIRED ——— UNDER GROUND ELECTRIC CONDUIT OTHERWISE INDICATED.MAIN COMPONENTS ARE AS FOLLOWS: 2.ALL CONDUIT BELOW GRADE SHALL BE SCHEDULE 40 PVC. THROUGHOUT THE PROJECT REGARDLESS OF WHETHER CONDUIT RUNS SHOW GROUND 1.PROVIDE ELECTRICAL RACEWAYS k WIRING AS INDICATED ON THE DRAWINGS, 3.CONCEALED CONDUIT IN WALLS OR ABOVE CEILING SHALL BE EMT. CONDUCTORS ON THE DRAWINGS. 2.PROVIDE ELECTRICAL EQUIPMENT MOUNTED AS DIRECTED BY CARRIER AND C.AL EXPOSED CONDUIT SHALL BE NEATLY INSTALLED AND RUN PARALLEL OR C.COORDINATE WITH ENCLOSURE SUPPLIER TO INSTAL TELCO GROUND BARS BELOW AS INDICATED ON THE DRAWINGS. PERPENDICULAR TO STRUCTURAL ELEMENTS.SUPPORTS AND MOUNTING HARDWARE THE TELCO BOARD.CONNECT TO MAN GROUNDING SYSTEM. Em 1 u ELECTRICAL NOTES 4 ELECTRICAL SYMBOLS 1J KHA Job #: Thia dawmmt taaaH m a tH�"am,�,wd dciq,p�mt�H eN. a 044290555 �'nlM it:ualp.q�iaeG IRa�iev aidwa inlp :21dn�e m�ti"u d"man`enit farm aHAwt anitm Nariaalian and doplaHm by IGMay-Ham ntl Aaaactalo. Inc.Ad ba,Hlbaat 1104ily to IGmlay-Ham and Aseaciviv,Inc GROUNDING PROTECTION SYSTEM NOTES: T Mobile F-swl'z' E GONE BUS AMPS DUS BUS FfMPS WIRE COPlO ■ ■ ■ ■ f SIZE LOAD POLES AMPS L9 AMMPS POLES LOAD_______ L1- 12' SIZE SIIG N NO S• APP ICAB P S HEET -1 FOR ROUNDING P ,Y. 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 � 1300 CONCORD TERRACE, SUITE 200 TELCO CABINET.COORD. INSTALLATION WITH CPM. SHALL NOT BE GREATER THAN 5 OHMS. 3 - 4 200 2 PROPOSED 6160 CARNET 130 2 3/0 2• SUNRISE FL, 33323 2. PROVIDE A ONO RING BURIED A MINIMUM OF 18'BELOW GRADE.THE GROUND 11. ALL CONNECTIONS TO GND SYSTEM SHALL BE MADE IN UNE WITH BENDS NOMINAL 3112 112' 1 PROPOSED LIGHT 1 20 5 "` 8 130 2 ' PROJECT INFORMATION: 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 -GEN. BLOCK HEAT-tR- 1 20 7 - 8 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. I T GEN. BATE. CHRGR 1 20 9 CROWN BURIED GND RING AS THEY CROSS. e 1 OFl/AREA LIGHT _ 9 20 1.1 12 30 2 SURGE PROTECTOR n A(� 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' - _ ALFOO49A 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 10 WIRELESS CARRIER'S PROJECT MANAGER. 2651 MINUTE MAID ROAD INTERVALS ALONG WAVEGUIDE PATH. 14. WHEN APPLICABLE,CONTRACTOR SHALL BOND FRAMES TO EACH OTHER AND TO FORT PIERCE, FL 34945 5. BOND REDAR IN CONCRETE FOR COMMUNICATION STRUCTURE AND EQUIPMENT PAD TO GND RING VIA TWO PATHS.COORDINATE WITH WIRELESS CARRIER PROJECT MANAGER. - ST. CLICHE COUNTY BURIED GND RING. EXOTHERMICALLY WELD A#2 TINNED SOLID COPPER CONDUCTOR 15. CONTRACTOR CAN PROVIDE ONE OF THE FOLLOWING AS DIRECTED BY THE PROJECT URRENT ISSUE DATE: 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 6. PROVIDE INSPECTION SLEEVE AT MAIN SERVICE GROUNDS.EXOTHERMIC CONNECTIONS. B EQUIPMENT GND DETAIL X4 JULY. 2021 .CADWELD EACH WIRE TO A 1/4' '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'BUSEXA BA OATTION POINT JUST INSIDE OF ER BAHEFC PROP(ATIONER SSTRUDUC R CTURLENEXIT.. 16. PROVIDED BRAIDED BONDING JUMPERS BETWEEN EACH GATE AND POST(OPTIONAL). SSUED FOR: NOTE:PROPOSED 1-POLE 20 AMP BREAKER TO POSITION 5 FOR PROPOSED LED LIGHT 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 4 SPACE 2-POLE 200 ATOP BRANCH BREV(ER 10 POSR10N5 2,4,8 R B FOR PROPOSED 6180 GWU CONNECTIONS,STRUCTURAL EQUIPMENT FRAME,SERVICE RACK(S),EXISTING TOWER. -- -- - -- -- .-.._ Cv�ALlD1 1D 8• EXOTHERMICALLY WELD BONDING CONDUCTOR TO COMMUNICATION STRUCTURE LEG GROUND RINGS,AND AS INSTRUCTED BY T-MOBILE CPM. I.°�i'�I y)I I I 0 ?: ( 1 TT V,II ,rJ!_c APPROVED.MFRS. PER T-MOBILE STD G/S A DV"AT 1'-0'ABOVE PAD AND BOND TO BURIED GND RING.PROVIDE A 3/4'PVC ___ / I_j__ ___ I r` ,C.., .i 1IL�r. L.1J92 ❑24 42 SLEEVE WITH A GRADUAL BEND IN THE CONCRETE FOUNDATION. 18 CONTRACTOR SHALL PROVIDE MECHANICAL BONDING AT ALL ANTENNA SECTOR GROUND RATED AMPS: - 0100 W200 Lim() 0� � CABINET: E SURFACE ❑FLUSH NEMA ❑1 ®3R C14X BARS,ALL ELECTRICAL EQUIPMENT DISCONNECTS,TRANSFORMERS,J-BOXES, PANEL- MAIN LUGS OPlLY PMAIN AMPS 9. 5/8'X1O'-O'LONG COPPER CLAD GND ROD. 15'SPACING BETWEEN RODS(NON- BOARDS,CABINETS,AND MAIN GROUND BAR AS DIRECTED BY T-MOBILE CPM.ALL �N AMPS_N OREAKER[]FUSED SNATCH n HINGED.DOOR N KEYED DOOR LATCH EV. DATE: DESCRIPTION: UNEAR).TYPICAL FOR ALL ONO RODS SHOWN,USE STAINLESS STEEL HARDWARE MECHANICAL CONNECTIONS SHALL BE PROPERLY TERMINATED W/LUGS,NUTS do BOLTS. FUSED F 0U CIRCUIT BREAKER BFRAJ`ICH DEVICES Q� TO BE X;FCI BREAKERS FULL NEUTRAL BUS GROUPIE PUSWHERE APPLICABLE. ..._ SED -...._ _.._ 19 CONTRACTOR SHALL COAT WITH NOX-OX ALL POINTS OF CONTACT BETWEEN DISSIMILAR METALS. ALL BREAKERS MUST�.._...._BE RATED TO INTEP.RUPT A SHORT CIRCUIT ISC OF 10,000 AMPS SYMMF TRIGAL. ._._.__�. ,_.._..... GROUNDING NOTES NTS 1 PANELBOARD SCHEDULE NTS 12 sEAi� GRADE • • + ORI,MOVABLE COVER - '�„i(-�P=.i`�i �''�. NOTE:ALL EXPOSED CONDUCTORS ON EQUIP. NOTE: ALL BONDING TO ANTENNA SECTOR GROUND BAR g2 AWG(TNEEN JACKETED6'(w)x 20'(1)PVCa-# G BARE TINNED SOUD SLAB SHALL INSTALLED INSIDE A 1/2" IS MECHANICAL,FURNISH LUGS AND HARDWARE COPPER PARE FOR BONDING ,T+'OPPR WIRE FOR MEGGER SHEED 60 PVC CONDUIT,WHETHER OR OF RF COAX CABLE SHIELD -i AUG) O STS NOT CAU.ED WT HERE &ANTENNA SUPPORT fi1'COAX CABLE SHIELDSTRUCTUREGROUNDING KIT TYP ADWELD TO ROD ANTENNAS SECTORS WITH SECTOR GROUND ( ) Z4 i Li ANTENNA(�) CANS'. P' BYe, ' CRUSHED ROC BARS MOUNTED AT TOP OF TOWER.OR A� AT BASE .. SPR ^{^. ` AS CALLED OUT IN PLANS \" `/ SLOT FOR GROUND WIRE ANTENNAE(TYP) KIrr1 01 "��yHorn TO GND CONNECTION TO GND RING,TYP. NOTE: SECTOR SECTOR SECTOR GROUND BARS GND BAR ONO BAR#2 AWG BARE ARE TO BE ©2021 KIMLEY-HORN AND ASSOCIATES,INC. TINNED SOUR MOUNTED RF COAX CABLE S/8'X1 D'COPPER COPPER WIRE DIRECTLY TO TO RF ANTENNA 1920 WEKIVA WAY, SUITE 200 $ STEEL ROD TOWER. WITH NO WEST PALM BEACH, FLORIDA 33411 INSULATORS. (561) 845-0665 NOTE: CONTRACTOR TO MARK ON INTERIOR OF SLEEVE WHICH BUILDING GROUND FSPE REGISTRY NO.696 OR TELEPHONE GROUND IS TIED INTO 60 BOND TO EXIST.GROUNDING � POWER CABINET PROPOSED PROPOSED ROVIDER: INSPECTION SLEEVE TL7QOGABINET CABINET CABINET � TOTS 3 EXISTING GENERATOR NOTE: IRREVERSABLE CRIMPING W NOTE: NOTE: ALLOWED. ALL SECTOR GROUND BARS CONTRACTOR TO APPLY COPPERSHIEID METER DISC RAWN BY:=CHK.: APV.: p SHALL BE 1/4'X2'X12'COPPER OR NO-OX TO ALL CONNECTIONS AND O o RF COAX CABLE JAR GD JRL iS PLATES 3 8 THREADED INSULATOR v GROUNDING KIT,TYP (NOT USED FIYSECTOR GROUND BARS) 3/8 x 3/4 SS BOLT #RNLI TINNED SOLID GROUND CONDUCTOR (CENSURE: EXTEND TO ICEBRIDGE SUPPORT STRUCTURE k SCREWS LV CADWELD AT TWO LOCATIONS MINIMUM #2 BARE TINNED KEVIN K.MARAJH PE 71455 1/4x4x24 BUS BAR MTS a a a PE 67472 SOLID COPPER NOTE: CONTRACTOR TO COOTIE. BOND 1#2 BARE TINNED JASON R.LEE GROUND BAR SIZE REQUIREMENTS SOLO IS MAIN GROUND FOR SECTOR AND MAIN GROUND MECHANICAL BOND BUS BAR EX STING BARS WITH T-MOBILE CPM #2 TINNED SOLID COPPER GROUND,BOND TO GROUND RING TQW1=R. BEET TITLE -1/4"U-FlTTING _ _ _ _ ______ GROUNDING 3/855 LOCK BOLT C _ —_ - - _ _ _ DETAILS 7 3/8x3/4 SS BOLT - — _J@J 6FT MIN. INSPECTION T R00 VATV ® INSPECTION SLEEVE TIE INTO EXISTING 2 AWG TINNED WIRE LEAD (TYPICAL) BEET NUMBER: REVISION• # (OOORDINATENWITH TOWER NGPM) ENS GROUNDING WITH EXOTHERMIC GROUND ROD SS ANGLE ADAPTER SERVICE ENTRANCE LEAD SHOWN FOR CLARITY #2 BARE TINNED SOLD COPPER GROUND RING,18'BELOW GRADE MIN. E=2 TYPICAL GROUND BAR DETAIL TOTS 4 GROUNDING RISER DIAGRAM NTS 5 _HA Job #: �h:11 dammmk ta,ew�fb Ue m,� and pre,ea,ed Herela.e, 044290555 m f vl ev.ice,la Inlmdetl I T(a U,e eclHc��ee vntl Nml fa' iN't• pro aretl.Haas vl vnJ props-rtliance a dxment HA l wrillm Ibanzafivn and adaptafim bn A. Ham and Aaeocivlee, Inc. vll be wiNvuk IIab011y la pmley-Horn a d Aseaciv/m,Inc.