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HomeMy WebLinkAboutPLANST • •Mabile�' 1300 CONCORD TERRACE, SUITE 200 SUNRISE FL, 33323 A2P0309M-SBA FL-17050 20000 OKEECHOBEE ROAD (SR FT. PIERCE, FL 34945 LATITUDE 27022'35.65"N, 41� 1 � ':�1 'I'Tl' �--, •}_-ice VICINITY MAP — FROM T-MOBILE OFFlCE PROCEED narthweel an Cancard Terrace toward Sowgrass Corporate Pkwy. Tom left ato Sowgmss Corporate Pkwy. Tom left onto W Sunrlse Bl d Merge onto M-869 N Na the ramp to W Palm Beach. Take exit 21A-B for Florida's Turnpike. Take exit 21B on the left for Florida's Turnpike N toward Orlando. Merge onto Florida's Turnpike. Take exit 107 toward Florida 710/Beeline Highway. Turn left onto N Jog Rd. Tom fall to slay an N Jog Rd. turn right onto R-710. Turn right Tom right onto R-70 E. Destination will be on the left DRIVING DIRECTIONS THIS IS AN APPLICATION FOR A: MODIFTCATON TO AN EXISTING UNMANNED WHELESS TELECOMMUNICATION SITE CONSSTNG OF ANTENNA, COAXIAL CABLE ANO EQUIPMENT UPGRADES. I PROJECT DESCRIPTION I AunoD GIOA-i }S A8 (13NNVOS 70) LONGITUDE 80034'43.88"W 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. M14 RJUMA ENDING MOE 6. AMDUGW MSITME OF SIFT. 2 NATIONAL EJECTED CODE (REC) WIN CONSTRUCTION SPECIFlCATONS (RISC) ENTS Lock"ENDMAPPLICABLESTANDARDS T 3 ME/ /9A APPROVED EIECTNC4t P�RODUCTSL) 4. UIT SURETf CEDE NFPA-101-10I5 CODµ & LOCAL BUNTING E S ROMA ME P UDENTON CODE 2014 CODE COMPLIANCE J CIVIL ENGINEER: APPLICANT/LESSEE KIMLEY-HORN AND ASSOCIATES, INC. MOCMC NAME T-MOBILE 192D WERIVA WAY, SUITE 200 WEST PALM BEACH, R 33407 PROJECT MANAGER: DENISE CORREA PHONE (954) 604-9031 (561) M-CB55 PROPERTY INFORMATION STRUCTURAL ENGINEER: N/A OWNER: SBA COMMUNICATIONS CORPORATION 8051 CONGRESS AVENUE BOCA RATON. FLORIDA 33487-1307 UNITED STATES CONTACT: CHIP VANCE (800) 487-7483 ELECTRICAL ENGINEER: —MIA---- HANDICAP—REQUIREMENTS:—FACILLTYLS.UNMANNED_A 1101FOR_ SURVEYOR: PROJECT INFORMATION N/A EQUIPMENT LOCATION: 0 OUTDOOR 0 INDOOR ANTENNA LOCATON: ❑ WATER TOWER TOWER ENGINEER: ® SELF SUPPORT TOWER N/A ❑ MONOPOLE ❑ ROOF TOP ❑ NEW TOWER ❑ OTHER, PROJECT SUMMARY PROJECT TEAM r• SCANNED BY St. Lucie County ST. LUCIE COUNTY BLDG: DATE: ELEC: DATE: f PLUMB: DATE: MECH: DATE:' SHEET DESCRIPTOR REV. T-1 covER sHEET 2 G-1 GENERALNOTES 0 C-1 OVERALL SITE PLAN & ENLARGED EQUIPMENT PLAN 0 TOWER ELEVATOR AND ANTENNA LAYOUT PLAN 1 A!WXG2 EO MO D 0 D,:KG D Elk LS 41 0 E-2 DC WIRING DIAG= 0 ICJ T ISSUED FOR: —700 MR. UPGRADE DESIGN CRITERIA DESIGN WIND SPEED 153 MPH (ULTIMATE, }SECOND GUST) 119 MPH (NOMINAL, 3—SECOND GUST) EXPOSURE C RISK CATEGORY OPEN STRUCTURE T • •Mobile•w 1300 CONCORD TERRACE, SUITE 200 SUNRISE FT, 33323 A2P0309M SBA FL-17050 20000 OKEECHOBEE ROAD FORT PIERCE, FL 34945 ST LUCIE COUNTY :CURRENT ISSUE DATE: JULY 2015 700 MHz UPGRADE No.71 KimlepMorn © 1016 NIMIEY-Ha4N M'a ASSCGATES INC ' 1920 WEKIVA WAY, SUITE 200 WEST PALM BEACH, FLORIDA 33411 (561) 845-0665 THPE CAO'bU'J696 0 I -KED ,1 'KKM- -I- KKM 1 MARIA NCTOWA MARTIN PE 72397 APHoLOO A. ARTLLES PE 70845 COVER SHEET T I =1 044328022 w .,-e- d, =T, STANDARD PROVISIONS INIFNT A. THESE SPECIFICATIONS AND CONSTRUCTION DRAWNGS ACCOMPANTNG THEM DESCRIBE THE WORK TO BE PERFORMED AND THE MATERIALS TO BE FURNISHED FOR THE CONSTRUCTION OF THE T-MOBILE SITE B. THE DRAWNGS AND SPECIFICATIONS ARE INTENDED TO BE FULLY EXPLANATORY AND COMPLEMENTARY. HOWEVER. SHOULD ANYTHING BE SHOWN, INDICATED OR SPECIFIED ON ONE AND NOT THE OTHER, IT SHALL BE THE SAME AS IF SHOW!, INDICATED OR SPECIFIED ON BOTH. C. THE INTENTION OF THE DOCUMENTS IS TO INCLUDE ALL LABOR AND MATERIALS REASONABLY NECESSARY FOR WE PROPER EXECUTION AND COMPLETION OF THE WORK AS INDICATED IN TIRE DOCUMENTS. D. THE PURPOSE OF THE SPECIFICATIONS IS TO SUPPLEMENT THE INTENT OF THE DRAWINGS AND TO DESIGNATE A PROCEDURE, TYPE OR QUALITY OF MATERIALS REQUIRED TO COMPLETE THE WORK. E MINOR DEMANONS FROM THE DESGN LAYOUT ARE ANTICIPATED AND SHALL BE CONSIDERED AS PART OF THE WORK HOWEVER, NO CHANGES VAT ALTER THE CHARACTER INTENT OF THE DESIGN WLL BE MADE OR PERMITTED BY T-MOBILE. WITHOUT A CHANGE ORDER. CONFLICTS A. WE CONTRACTOR AND EACH SUBCONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL MEASUREMENTS AT WE SITE BEFORE ORDERING ANY MATERIALS OR PERFORMING ANY WORK. NO EXTRA CHARGE OR COMPENSATION SHALL BE ALLOWED DUE TO DIFFERENCE BETWEEN ACTUAL DIMENSIONS AND DIMENSIONS INDICATED ON THE CONSTRUCTION DRAWNGS. ANY SUCH DISCREPANCY IN DIMENSION WHICH MAY INADVERTENTLY OCCUR SHALL BE SUBMITTED TO THE T-MOBILE CONSTRUCTION PROJECT MANAGER (CPM) FOR CONSIDERATION BEFORE WE CONTRACTOR PROCEEDS WITH THE WORK IN THE AFFECTED AREA B. THE CONTRACTOR, IF AWARDED THE CONTRACT, WLL NOT BE ALLOWED ANY EXTRA COMPENSATION BY REASON OF ANY MATTER OR THING ABOUT WHICH THE CONTRACTOR MIGHT NOT HAVE FULLY INFORMED HIMSELF PRIOR TO BIDDING. CONTRACTS AND WARRANTIES A. EACH CONTRACTOR IS RESPONSIBLE FOR HELPING TO OBTAIN THE BUIDING PERMIT AT WE LOCAL JURISDICTION AS THE CONTRACTOR OF RECORD, AND PROVIDE SAID JURISDICTION WITH ALL PROOF REQUIRED TO OPERATE AS A CONTRACTOR IN THAT JURISDICTION. STORAnAGE:. A. 00 NOT USE THE EXISTING BUILDING SPACE FOR STORAGE OF TOOLS OR MATERIALS WITHOUT WE CONSTRUCTION PROJECT MANAGER AND/OR BUILDING OWNER APPROVAL B. ALL MATERIALS MUST BE STORED IN A LEVEL AND DRY LOCATION AND IN A MANNER THAT WILL NOT OBSTRUCT THE FLOW OF OTHER WORK. ANY EQUIPMENT OR MATERIAL STORAGE METHOD MUST MEET ALL RECOMMENDATIONS OF WE MANUFACTURER. ANU-MAIArcIAu WILL B. PROVIDE PROTECTON FOR EQUIPMENT ROOM SURFACES PRIOR TO ALLOWING EQUIPMENT OR MATERIALS TO BE MOVED OVER SUCH SURFACES. C. MAINTAIN FINISHED SURFACES CLEAN, UNMARRED AND SUITABLY PROTECTED UNTIL JOB SITE IS ACCEPTED BY CPM. REPAIRS AND REPLACEMENTS A. IN EVENT OF DAMAGE, THE CONTRACTOR SHALL PROMPTLY MAKE ALL REPLACEMENTS AND REPAIRS AND AT NO ADDITIONAL COST TO T-MOBILE AND/OR BUILDING OWNER. TEMPORARY FACIUTES: A. WATER: WATER IS NOT AVAILABLE TO THE CONTRACTORS ON SITE. B. UGHT AND POWER: LIGHT AND POWER ARE AVAILABLE ON SITE. C. TELEPHONE: EACH CONTRACTOR TO PROVIDE HIS OWN TELEPHONE ACCESS IF REQUIRED. D. IF PERMANENT POWER IS COMPLETED, ALL CONTRACTORS MAY USE THE SERVICE CONNECTION FOR PRODUCTION WORK ONLY. PROVIDED THAT ELECTRICAL CORDS AND CONNECTIONS ARE FURNISHED BY THE CONTRACTORS AND ARE DISCONNECTED AND PROPERLY STORED DURING NON -WORKING HOURS CLEAN VP: A. WE CONTRACTORS SHALL AT ALL TIMES KEEP THE SITE FREE FROM ACCUMULATION OF WASTE MATERIALS OR RUBBISH CAUSED BY THEIR EMPLOYEES AT WORK, AND AT THE COMPLETION OF WE WORK, THEY SHALL REMOVE ALL RUBBISH FROM AND ABOUT THE BUILDING, INCLUDING ALL TDOLS, SCAFFOLDING AND SURPLUS MATERIALS, AND SHALL LEAVE THE WORK CLEAN AND READY FOR USE B. EXTERIOR: VISUALLY INSPECT EXTERIOR SURFACES AND REMOVE ALL TRACES OF SOIL, WATER MATERIALS, SMUDGES AND OTHER FOREGN MATTER. 1. REMOVE ALL TRACES OF SPLASHED MATERIALS FROM ADJACENT SURFACES. C. INTERIOR: MSUALLY INSPECT INTERIOR SURFACE AND REMOVE ALL TRACES OF SOIL. WASTE MATERIALS, SMUDGES AND OTHER FOREIGN MATTER. 1. REMOVE ALL TRACES OF SPLASHED MATERIAL FROM ADJACENT SURFACES. 2. REMOVE PAINT DROPPINGS, SPOTS, STAINS AND DIRT FROM FINISHED SURFACES. D. CONTRACTOR SHALL WASH AND WAX FLOOR PRIOR TO FINAL ACCEPTANCE. FLOOR WAX SHALL BE OF THE ANTI -STATIC TYPE RANGE ORDER PROCEDURE A CHANGE ORDER MAY BE INITIATED BY WE CPM. AND/OR WE CONTRACTOR. THE CONTRACTOR, UPON VERBAL REQUEST FROM WE CPM SHALL PREPARE A WRITTEN PROPOSAL DESCRIBING THE CHANGE IN WORK OR MATERIALS AND ANY CHANCES IN WE CONTRACT AMOUNT AND PRESENT TO THE CPM FOR APPROVAL SUBMIT REQUESTS FOR SUBSMMONS IN WE FORM AND IN ACCORDANCE WITH PROCEDURES REQUIRED FOR CHANGE ORDER PROPOSALS. ANY CHANGES TO WE SCOPE OF WORK OR MATERIALS WHICH ARE PERFORMED BY THE CONTRACTOR WITHOUT A WRITTEN CHANGE ORDER AS DESCRIBED AND APPROVED BY THE CPM, SHALL BECOME TIRE SOLE RESPONSIBILITY OF THE CONTRACTOR. Mt AMU DOCUMENTS AND COORDINATION - A. GENERAL CARPENTRY, ELECTRICAL AND ANTENNA DRAWINGS ARE INTERRELATED. IN PERFORMANCE OF THE WORK, EACH CONTRACTOR MUST REFER TO ALL DRAWINGS. ALL COORDINATION TO BE WE RESPONSIBIUTY OF WE GENERAL CONTRACTOR. SHOP DRAWINGS AS REQUIRED AND T B. ALL SHOP DRAWNGS TO BE REVIEWED, CHECKED, CORRECTED, STAMPED AND SIGNED BY GENERAL CONTRACTOR PRIOR TO SUBMITTAL TO THE CPM. PRODUCTS AND SUBSTITUTIONS' A. SUBMIT 3 COPIES OF EACH REQUEST FOR SUBSTITUTION. IN EACH REQUEST IDENTIFY THE PRODUCT FABRICATION OR INSTALLATION METHOD TO BE REPLACED BY WE SUBSTITUTION. INCLUDE RELATED SPECIFICATION SECTION AND DRAWING NUMBERS, AND COMPLETE DOCUMENTATION SHOWING COMPUANCE WITH WE REQUIREMENTS FOR SUBSTITUTIONS. B. ALL NECESSARY PRODUCT DATA AND CUT SHEETS SHALL PROPERLY INDICATE AND DESCRIBE THE ITEMS. PRODUCTS, AND MATERIALS BEING INSTALLED. TIRE CONTRACTOR SHALL, IF DEEMED NECESSARY BY THE CPM, SUBMIT ACTUAL SAMPLES TO THE CPM FOR APPROVAL IN LIEU OF CUT SHEETS. COMPI IANCF A. ALL MATERIALS, DESIGN, AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH ALL APPLICABLE CODES (SOME OF WHICH ARE LISTED BELOW), ORDINANCES, AND AUTHORITIES HAVING JURISDICTION OVER THE WORK. UPON THE COMPLETION OF THE WORK, THE CONTRACTOR SHALL PROVIDE T-MOBILE WITH A CERTIFICATE OF OCCUPANCY (IF REQUIRED) AND OTHER LEGAL DOCUMENTS TO VERIFY SUCH COMPLIANCE. WHERE NO CODES EXIST, THE WORK SHALL CONFORM WTH THE 2014 FLORIDA BUILDING CODE, AND/OR THE SPECIFICATIONS HEREIN, WHICHEVER IS MORE STRINGENT. AND A DOCUMENT STATEMENT SHALL BE FURNISHED TO THIS EFFECT. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY COMPLIANCE WITH WE GOVERNING CODES AND TO NOTIFY THE CPM OF ANY DISCREPANCIES PRIOR TO PERFORMING WORK. REFERENCE TO ANY STANDARD OR CODE OF PRACTICE IN THIS SPECIFICATION SHALL BE DEEMED TO MEAN THE EDITION CURRENT AT THE TIME OF AWARD OF WE CONTRACT. THE CONTRACTOR SHALL COMPLY WTH ALL ZONING AND SITE ACQUISITION SPECIAL STIPULATIONS AS OUTLINED IN THE JOB SPECIFICATIONS, OR AS DIRECTED BY WE CPM. ANSI/TIA/ETA APPUCABLE STANDARDS 2014 RORIDA SUILDING CODE BUILDING OFFICIALS & CODE ADMINISTRATORS NATIONAL ELECTRICAL CODE (NEC) WITH LOCAL AMENDMENTS UNDERWRNERS LABORATORIES (U.L) APPROVED ELECTRICAL PRODUCTS AMERICA! INSTITUTE OF STEEL CONSTRUCTION SPECIFICATIONS (RISC) LIFE SAFETY CODE NFPA - 101-2006 FEDERAL AVIATION REGULATIONS NFPA 55 AND 70 (2008) A THE SITE ACQUISITION SPECIALIST SHALL OBTAIN, AT HIS OWN EXPENSE, ALL REQUIRED LOCAL STATE. AND/OR COUNTY CONSTRUCTION PERMITS AND LICENSES. COPIES OF ALL PERMITS SHALL BE SENT TO CPM. APPROVALS FROM REEVANT PLANNING BOARDS. ENVIRONMENTAL BOARDS, AND/OR OTHER COMMITTEES WILL BE SUPPLED BY OTHERS, BUT MUST BE CONFIRMED BY THE STE ACQUISITION SPECIALIST PRIOR TO WE APPUCATION FOR CONSTRUCTION PERMITS. FAA APPROVAL WILL BE SUPPLIED BY OTHERS, BUT MUST BE CONFIRMED BY THE CONTRACTOR WTH THE CPM PRIOR TO THE COMMENCEMENT OF WORK. B. PRIOR TO COMMENCING THE WORK, THE CPM SHALL SCHEDULE AN ON -SITE MEETING WITH ALL MAJOR PARTIES TO THE PROJECT. THIS WOULD INCLUDE (THOUGH NOT UNITED TO) THE DESIGNATED ELECTRICIAN. LOCAL TELEPHONE COMPANY, CARPENTRY FOREMAN (IF SUBCONTRACTED), A REPRESENTATIVE FROM THE LOCAL SPECIFIED WAREHOUSE AND CPM OR HIS DESIGNATED REPRESENTATIVE C. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING UTILITIES BOTH HORIZONTALLY AND VERTICALLY PRIOR TO START OF CONSTRUCTION. ANY DISCREPANCIES OR DOUBTS AS TO THE INTERPRETATION OF PLANS SHOULD BE IMMEDIATELY REPORTED TO THE ENGINEER FOR RESOLUTION AND INSTRUCTION AND NO FURTHER WORK SHALL BE PERFORMED UNTIL DISCREPANCY IS CHECKED AND CORRECTED BY THE ENGINEER. FAILURE TO SECURE SUCH INSTRUCTION MEANS CONTRACTOR WILL HAVE WORKED AT HIS OWN RISK AND EXPENSE D. THE CONTRACTOR SHALL BE EQUIPPED WITH A MEANS OF CONSTANT COMMUNICATIONS, SUCH AS A CELLULAR •PHONGOR PAGER. AND THE GENERAL PUBUC DURING WE ENTIRE SITE CONSTRUCTION PERIOD. HE SHALL TAKE ALL REASONABLE PRECAUTIONS_TO — PLACE AND MAINTAIN BARRICADES, LAMPS, SIGNS, AND THE UKE IN ACCORDANCE WITH OSHA SAFETY ACT AND ANSI OCCUPATIONAL GUIDELINES. F. PROVIDE DAILY UPDATES ON SITE PROGRESS, EITHER VERBAL OR WRITTEN TO CPM. G. COMPLETE INVENTORY OF CONSTRUCTION MATERIALS AND EQUIPMENT IS REQUIRED PRIOR TO START OF CONSTRUCTION. H. COORDINATION WITH PUBLIC U)I ITY AUTHORITIES THE CONTRACTOR SHALL COORDINATE WTH RELEVANT AUTHORITIES WE WORKS THEY ARE TO BE CARRIED OUT. HE SHALL CONDUCT HIS OPERATIONS SO AS TO NOT INTERFERE WITH WE OPERATIONS OF PUBLIC AND/OR PRIVATE UTILITY AUTHORITES, INSTALLING SERVICES ON THE SITE. WE CONTRACTOR ALL BE RESPONSIBLE FOR THE PROTECTION OF SUCH FACIUTIES AND STRUCTURES DURING CONSTRUCTION OF THIS SITE J NSPECTONS THE CONTRACTOR SHALL NOTIFY THE CPM AT LEAST 24 HOURS IN ADVANCE OF REQUIRED INSPECTIONS INSPECTIONS THAT WILL BE REQUIRED BY THE CPM OR OTHER DESIGNATED T-MOBILE REPRESENTATIVE ARE: 1. INSPECTION OF GROUNDING SYSTEM 2. PRACTICAL COMPLETION THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ENSURING THAT ALL RELEVANT AUTHORITY INSPECTIONS ARE CARRIED OUT IN A TIMELY MANNER. WE CONTRACTOR SHALL PROVIDE DOCUMENTATION OF ALL INSPECTIONS. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING WITH T-MOBILE'S' DESIGNATED ENGINEERING FIRM TO OBTAIN ALL REQUIRED INSPECTIONS AND TESTING. WE CONTRACTOR SHALL PROVIDE DOCUMENTATION OF ALL INSPECTIONS NOISE LEVEL: WE CONTRACTOR SHALL ENSURE THAT STATE AND LOCAL REGULATIONS ARE COMPLIED WITH IN REGARD TO NOISE LEVELS PRODUCED BY HIS OR HIS SUB -CONTRACTOR'S EQUIPMENT OR METHODS OF CONSTRUCTION. DUST CONTROL THE CONTRACTOR SHALL TAKE ALL NECESSARY STEPS TO UNIT THE CREATION OF ANY DUST NUISANCE THAT MIGHT ARISE DURING CONSTRUCTION TO THE SATISFACTION OF THE LOCAL AUTHORITIES AND WE BUILDING OWNER. WE CPM MAY DIRECT THAT WORK CEASE UNTIL SUCH TIME AS ANY PARTICULAR DUST NUISANCE IS CONTROLLED TO WE SATISFACTION OF THE CPM, LOCAL AUTHORITIES, AND BUILDING OWNERS. K. REINSTATEMENT ANY PAVEMENT. FOOTPATH, CURB, GUTTERS, WALLS, FLOORS, SERVICES, AND EXISTING FEATURES OR OVER PROPERTIES, DISTURBED OR DESTROYED DURING CONSTRUCTION SHALL BE REINSTATED TO A CONDITION AT LEAST EQUAL TO THAT EXISTING BEFORE COMMENCEMENT OF OPERATIONS L AS -GUILTS DRAWINGS THE CONTRACTOR SHALL PREPARE A RED UNED SET OF AS - BUILT DRAWINGS WE FORM OF MARKED UP CONSTRUCTION PLANS SHALL BE STANDARD ACCEPTABLE TO THE T-MOBILE. SUCH DRAWINGS SHALL BE SUBMITTED TO T-MOBILE WITHIN TWO WEEKS FROM PRACTICAL COMPLETION AND PRIOR TO APPROVAL OF THE CONTRACTOR'S FINAL INVOICE M. PRACTICAL COMPLETION WE FOLLOWING DOCUMENTATION SHALL BE PROVIDED TO T-MOBILE WIRELESS PRIOR TO WE DATE OF PRACTICAL COMPLETION: 1. ALL QUALITY ASSURANCE CHECKLISTS AS OUTLINED IN THE PREVIOUS SECTIONS 2. WARRANTIES AND MAINTENANCE MANUALS, IF APPLICABLE 3. GROUND SYSTEM RESISTANCE TEST 4. CERTIFICATE OF OCCUPANCY EACH -CONTRACTOR SHALL AT HIS OWN EXPENSE CARRY AND MAINTAIN FOR THE DURATION OF WE PROJECT ALL INSURANCE, AS REQUIRED AND USTED AND SHALL NOT COMMFNCF'WTRIHIS'WORK UNTICHE'HAS -PRESENTED-A FORWARD A T • •Mobile: 1300 CONCORD TERRACE. SURE 200 SUNRISE FL, 33323 A2P0309M SBA FL-17050 20000 OKEECHOBEE ROAD FORT PIERCE, FL 34945 ST LUCIE COUNTY JULY 2015 700 MHz UPGRADE Kimley»)Horn © 2015 NIMLElN. ANO ASSOOAT INC - IVA WAY, SUI7E 200 EACH, FLORIDA 33411 845-0665 I KED I KKM I KKM I MARIA MCTORIA MARTIN PE 7097 ARNODO A MOMS PE 7W45 GENERAL NOTES G=1 -KHA Job #: 1 044328022 1 F x x x x x I EXISTING AC 1 T• •Mobile x x I DOOR I EXISTING CHAIN LINK FENCE I 1300 CONCORD TERRACE. SURE 200 SUNRISE FL. 33323 PROJECT INFORMATION: A2P0309M SBA FL-17050 x EXISTING 10'x12' x T-MOBILE SHELTER 1 1 I C i I 1 I I 20000 OKEECHOBEE ROAD E--------1 1 1 1 I EXISTING 250't SELF x EXISTING B-RAM CABINETS BELOW (TYP. OF 2) I I 0 1 I , ,_, ExISnNc I TELEPHONE 1 PANELBOARD I FORT PIERCE, FL 34945 ST LUCIE COUNTY URRENT ISSUE DATE: JULY 2015 SUPPORT TOWER I ' ' I SSUED FOR: x i x i i 700 MHz UPGRADE A C A C j © I EV.:�ATE:�ESCRIPTION: I 1 x L____—___ EXISTING WAVEGUIDE x I j K. BRIDGE x T-MOBILE ELECTRICAL RACK x x X x x OA OB © LEGEND EXISTING 10'-O'z12'-0' EQUIPMENT SHELTER EXISTING RADIO CABINET TO BE REMOVED EXISTING FCOA CABINET I 1EXISPNG A/C W�IVEGUIOE P BRIDGE £ F_XISl1NG A/C A EQUIPMENT PLAN i i 1 N14 ' LP" No. 7105 *` A ' 11 hS9�1r'"O•:.I li"'�a \\\ 10-15-2015 1 QY O O EXISTING ELECTRICAL BREAKER PANEL I 1 Kim a »)Horn EXISTING ACCESS GATE OE 0 EXISTING SSC CABINET EXISTING COVP I ACCESS I DOOR 1 1 1 1 © zmmuu:+'-xaax sxo assacialcs, we s 1920 WEBEA WAY, SUITE 00 Y, SUIT EXISTING OVERALL SITE PLAN -917 Q (3) PROPOSED FRLB RRU MOUNTED TO PROPOSED RACK. SEE DETAIL ON SHT. C-3 j I i O I i WEST PALM BEACH, 3 347 (561) 845-0665 MPE uMOW96 ROV DER: 0 66 �16 scxEo sno— EXISTING B-RAM CABINETS BELOW (TYP. OF 2) I I 1 1 EXISTING I TELEPHONE 1 PANELBOARD 1 RAWN BY:=CHK.: APV.. KED KKM KKM KENN K' A 455 YMIA NCTONA MAR11N PE 7M97 AANOIDO A AR11 PE 70645 © HEET TIT F OVERALL SITE PLAN & O 1 I ENLARGED EQUIPMENT PLAN _� HEEf NUMBER EVISION• I A I CALL 48 HOURS BEFORE YOU DIG IT'S THE LAW. I 1 A/C 1 EXISTING fEGUIDE A/C 1 1 � 1-800-432-4770 BRIDGE ' uu KHA Job p: 9s5PpS SiPiE 46 VLL 6 ROPi44 WG EQUIPMENT PLAN _ PROPOSED N15 044328022 EXISTING T—MOBILE LTE AWS ANTENNA (TYP. OF 1 PER SECTOR, EXISTING T—MOBILE UMTS T.O. TOWER CALL 46 HOURS it TOTAL OF 3) AWS CDMA+EVDO PCS ANTENNA BEFORE YOU DIG EL. 250 e. p ry TO BE REMOVED AND REPLACED (TYP. OF 1 PER SECTOR, TOTAL IT'S THE LAW. p b OF 3) 1-800-432-4770 1' e 9ux6 s1Arz ax uM v ROmA we EXISTING T—MOBILE UMTS PCS EXISTING FRIG. RRU ANTENNA (TYP. OF 1 PER SECTOR, TOTAL OF 3) EXISTING FXFB RRU EXISTING FRIE RRU NOTES: 1. IF ANY WORK IS PERFORMED AT THIS SITE THAT REQUIRES THE SITE TO BE OFF AIR OR TURNED EXISTING DOWN, T—MOBILE IS TO BE NOTIFIED 48 HOURS SELF—SUPPORT PRIOR TO CONSTRUCTION. TOWER 2. ANTENNA INSTALLATION SHALL BE CONDUCTED BY FIELDCREWS EXPERIENCED IN THE ASSEMBLY CTION OF RADIO ANTENNAS, AND ERECTION TRANSMISSION LINES AND SUPPORT STRUCTURES. ANTENNA WORK TO BE INSTALLED PER THE SECTOR a REQUIREMENTS OF THE TOWER MANUFACTURER'S SPECIFICATION. 3VERIFY NG WITH 0SO�1pO EXISTING COVP T—MOBI E PRIOR TOCONSTRUCTION. pM (TYPICAL OF 3) 4. KIMLEY—HORN HAS NOT PERFORMED A STRUCTURAL ANALYSIS FOR THIS PROJECT. PRIOR TO THE INSTALLATION OF THE PROPOSED EQUIPMENT OR THE EXISTING STRUCTURAL N STRUCTURE, A STRUCTURAL ANALYSIS SHALL BE PERFORMED BY THE OWNER'S AGENT TO CERTIFY THAT THE EXISTING/PROPOSED COMMUNICATION STRUCTURE AND COMPONENTS ARE STRUCTURALLY ADEQUATE TO SUPPORT ALL EXISTING ANTENNA LAYOUT PLAN p EXISTING AND PROPOSED ANTENNAS, COAXIAL 1 N.T.S. CABLES AND OTHER APPURTENANCES. THE OWNER'S AGENT SHALL FURNISH A CERTIFICATION LETTER SEALED BY A REGISTERED PROFESSIONAL EXISTING T—MOBILE LTE AWS ENGINEER STATING THAT THIS STRUCTURAL ANTENNA (TYP. OF 1 PER SECTOR, ANALYSIS WAS PREPARED IN ACCORDANCE WITH TOTAL OF 3) PROPOSED T—MOBILE 6—FT L700/ UMTS ALL APPLICABLE CODES AND STANDARDS. e QUAD ANTENNA TO BE INSTALLED ON oy. ® T—MOBILE MOUNT PER MANUFACTURER'S y SPECIFICATIONS. SEE SHEET C-3 FOR DETAILS. (TYP. OF 3) EXISTING FRIG. RRU EXISTING T—MOBILE UMTS PCS ANTENNA (TYP. OF 1 PER SECTOR, TOTAL OF 3) EXISTING FXFB RRU a_ G NG'10�,7,M0 FFRRIEE RRU I ✓ J SECTOR 8 AZ.g \ \ \ ► v WIN ,' IT • -Mobile 1300 CONCORD TERRACE. SURE 200 RAD CENTER OF EXISTING & PROPOSED T—MOBILE ANTENNAS SUNRISE Fl, 33323 EL. 248 BEAS. A2P0309 M NA SBA FL-17050 20000 OKEECHOBEE ROAD FORT PIERCE, FL 34945 ST LUCIE COUNTY � URRENT ISSUE DATE: JULY 2015 r SSUED FOR: 700 MHz UPGRADE ANTENNA SECTOR EXISTING COAX LENGTH SIZE I CITY. SECTOR A 300'i 1 5/8'1 2 SECTOR 81 300'i 1 5/81 2 SECTOR Cl300'U: 1 blbl 2 EXISTING HYBRID LENGTH SIZE TY. 300't 1.24' 3 NOTES: 1. CONTRACTOR SHALL COORDINATE EXACT PLACEMENT OF EXISTING AND PROPOSED ANTENNAS WITH T—MOBILE CONSTRUCTION MANAGER. 2. ALL TOWER MOUNTED EQUIPMENT, INCLUDING MOUNTS. MUST NOT IMPEDE THE SAFETY CLIMB OR CLIMBING PATH. CONTRACTOR TO COORDINATE RELOCATION OF ANY EQUIPMENT WITH T—MOBILE CPM. EXISTING 250't SELF—SUPPORT TOWER (STRUCTURAL ANALYSIS BY OTHERS) EXISTING T—MOBILE EQUIPMENT SHELTER TOWER ELEVATION N.T.S. NOTES: 1. ALL EXISTING & PROPOSED ATTACHMENTS TO TOWER BASED ON STRUCTURAL ANALYSIS BY OTHERS 2. FOR CLARITY, EXISTING GROUND EQUIPMENT FOR OTHER CARRIERS NOT SHOWN. COMMENTS i © 2015 MIMLEY-NMN ANO ASSCGRIE£ ING 7920 WEKIVA WAY, SUITE 200 WEST PALM BEACH, FLORIDA 33411 (561) 845-0665 MPE CAIM0 96 KED I KKM I KKM MARIA NCTORIA MARM PE 7MG7 A 01.00 A ARMES PE 70645 TOWER ELEVATION & ANTENNA LAYOUT PLANS i C=2 I� Job 3. CONTRACTOR TO COORDINATE WITH T—MOBILE CPM FOR I I 044328022 °"n w.: EXISTING ANTENNA REMOVAL AND REPLACEMENT T—MOBILE ANTENNA 'NTENNA TILT 3VIDED PROPOSED PIPE MOUNTING BRACKETS PROVIDED W/ANTENNA (TYP.) EXISTING ANTENNA MOUNT PIPE PROPOSED ANTENNA BRACKET PROVIDED W/ANTENNA MAX. BETWEEN VERTICAL P 2- GALV. PIPE W/ MEMBERS SHALL BE 48' F CAP & SS HARDWARE 6' MAX m - PROPOSED FRO RRU'S I ¢'ox IR ♦ — �� -' -0--- MOUNTED TO RACK. (TYP`OF 3)- _ _ _ _ _ _ _ _ __ - MECH. BOND TO - — _ -- CAL CO LUI PIPE TYP -C/L GIRDS CALV. UNISTRUT BOTTOM PLATE W/ SS HARDWARE VIEW "C" 1z' COLUMN PLATE SCHEDULE J BOND TO EXIST. CROUNOS GROUND RING IN GROUNDS CALL 48 HOURS SEE BASEPLATE DETAIL BEFORE YOU DIG Irs THE Law! FRLB RRU FRAME DETAIL 1-800-432-4770 mE WL 6 O¢04 XC A I B I C I D E COLUMN G WELD .1' REMARK F HOLE BOLT PLATE 1 B" 1 6" 1/2" 1 1" 1" 2"0 1/2"0 B' 3/16" B* 3/6"0 HILII KWIK BOLT 3 PER MANUFACIUKLH SPLGIHCAIIUN BASEPLATE DETAIL SCALE N.T.S. T • •Mobile 1300 CONCORD TERRACE, SUITE 200 SUNRISE FL, 33323 A2P0309M SBA FL-17050 20000 OKEECHOBEE ROAD FORT PIERCE, FL 34945 ST LUCIE COUNTY CURRENT ISSUE DATE: JULY 2015 700 MHz UPGRADE No. 7145 i � 10-15-2015 Kimleyl Horn © 20T5 XMI£Y-X0.PN ANO ASSOfJR ]E$ 'Na 1920 WEKIVA WAY, SUITE 200 WEST PALM BEACH, FLORIDA 33411 (561) 545-0665 TOPE CA00000696 KED I KKM KKM MARIA MCIORIA MARTN PE 7097 ARNOIDO A. AARL S PE 90645 EQUIPMENT MOUNTING DETAILS C=3 -KHA Job H: 044328022 GROUNDING PROTECTION SYSTEM NOTES: 1. MOVIE 'GABLE ENTRANCE GROUND EAR' (CEMB, 3-H X 61.X 1/4-D. MOUNT AT TELCO CABINET. COORD. INSTAI-AWN AM CPT. 2. PRUDE A GND RING BURIED A MINIMUM OF 18' BROW GRADE. THE GROUND RING MALL BE INSTALLED A MINIMUM OF 2'-D' AWAY FROM NE FOUNGTON UNLESS SHOWN ON DRAWING. 3. BOND FENCE POST TO GND RING USING AN EXOTHERMIC WELD BOND FENCE GATE TO POST WITH A TUMBLE COPPER JUMPER STRAP MECHANICAllY OR EXOTHERMICALLY. MCA- FOR ALL FENCE PLANES WITHIN 12 FEET OF TOWER. FOUNDARON. FOR FENCE PLANES BEYOND 12'. EXTEND 1#2 TO EACH FENCE PLANE TO ANY PLANES WITHIN 50'. 4. BOND DISCONNECT SCOTCH, METER, TELEPHONE CABINET AND SERVICE CONDUITS TO BURIED GND RING AS THEY CROSS. 5. EACH LEG OF THE WAVEGUIDE STRUCTURE SHALL BE INDMDUALLY BONDED TO THE BURIED GND RING. EXOTHERMICALLY WELD CONNECTIONS AT POST FOR WAVEGUIDE STRUCTURE AND BURIED GND RING. PI -ACE 5/8-XIO' COPPEACAD CND ROD AT 10' INTERVALS ALONG WAVEGUIDE PATH. 6. BOND ROAR IN CONCRETE FOR COMMUNICATION STRUCTURE AND EQUIPMENT PAD TO BURIED GND RING. EXCTHERMICALLY WELD A 12 TNNED SOLID COPPER CONDUCTOR TO THE. NEW AND CONNECT TO THE BURIED CND RING. T. PRWDE INSPECWN SLEEVE AT MAN SERVCE GROUNDS. EXOTHERMIC CONNECTIONS. B. PROTDE BONDING CGNWCTOR(S) FROM THE BURIED GO RING TO THE ANTENNA GABLE BUS BAR AT POINT JUST INSIDE OF THE COMMUWGRON STRUCTURE EXT. VERIFY EXALT LOCATOR OF COPPER BUS BAR FOR PROPER CONDUCTOR LENGTH, PMAL EXOTHERMIC WELDS TO COPPER BUS BAR BY THE ANTENNA GABLE WSIAL ER. 9. EXOTHERMICALLY WELD BONDING CONDUCTOR TO COMMUNICATION STRUCTURE LEG AT 1'-0' ABOVE PAD AND BONA TO BURIED GND RING. PRONDE A 3/4' PVC SLEEVE WIN A GRADUAL BEND IN THE CONCRETE FOUNDATION. 10. 5/8'X10'-D' LONG COPPER CAD CND ROD. 15' SPACING BETWEEN RODS (NON- LINEAR). TYPICAL TOR AU- GND RODS SHOWN. USE STAINLESS STEEL HARDWARE WHERE APPUGBIE II. EMORICA CONTRACTOR SHALL THE MEGGER READINGS OF GNO. THE RESULTS SHALL NOT BE GREATER MAN 5 OHMS. 12. ALL CONNOWNS TO GND SYSTEM SHALL BE MADE IN UNE WTN BENDS NOMINAL 12' RADIUS W THE DIRECTON OF CURRENT ROW, T-CONNECTIONS WILL NOT BE ALLOWED. 13. ALL BENDS IN GND WIRES SHALL BE NOMINAL IY RADIUS. 14. ANWIMA CABLES SHALL BE BONDED AT EACH END. RUNS GREATER MAN 150' SHALL BE BONDED TOWARDS MIDDLE OF LENGTH. COORDINATE LOCARON AM WIRELESS CARRIER'S PROJECT MANAGER. 15. WHEN APPUCABLE, CONTRACTOR SHALL BOND FRAMES TO EACH OTHER AND TO GND RING VA TWO PATHS. COORDINATE WITH ARMS CARRIER PROJECT MANAGER. 16. COWFACTDR CAN PROADE ONE OF THE FOLLOWING AS DIRECTED W WE PROJECT MANAGER: THE SECOND OPTION IS PREFERRED. A CAIWIETD EACH CABINET GND ARE TO GND RING AS SHOWN IN EQUIPMENT GND DETAIL. B. CADWELD EACH WIRE TO A 1/4-X4-X24- MIN. COPPER BUS BAR LOCATED CHINO RADIO CABINET. EXTEND A 02 ARE FROM EACH END OF COPPER BUS BAR TD CND RING, 17. PROADED BRNOED BONDING JUMPERS BETWEEN EACH GATE AND POST (OPTIONAL). III. CONTRACTOR SHAL PROADE 90MMMIC BONDING AT ALL BURIED GROUND RING CONNECTIONS, STRUCTURAL EQUIPMENT FRAME, SERVICE RACK(S), POSTING TOWER. GROUND RINGS, AND AS INSTRUCTED BY T-MOBILE CPM. 20. CONTRACTOR SHALL PROADE MECHANICAL BONDING AT A- ANTENNA SECTOR GROUND BASS, ALL ELECTRICAL EQUIPMENT DISCONNECTS, TRANSFORMERS, J-BOXES, PANEL - BOARDS. CABINETS. AND MAN GROUND BAR AS DIRECTED BY T-MOBILE CPM. ALL MECHANICAL CONNECTIONS SHALL BE PROPERLY TERMINATED W/ LUGS, NUTS k DOLTS. 21. CONTRACTOR SHALL COAT WITH NOX-OX ALL POINTS OF CONTACT BETWEEN DISSIMILAR METALS. GROUNDING NOTES NHS I 1 I %� . _'.�REuwABIE cwER ... .. `.... /2 AM WE TNNED SOLID CO PPER WIRE FOR MEGGER B' CADNEID TO ROD CRUSHED RO AT WE fry� 40T FOR GROUND ARE #2 AM BARE 5/8X10' COPP TINNED SOLD STEEL ROD COPPER WE NOTE: CONTRACTOR TO MARK ON INTERIOR OF SLEEVE WHICH BLOW GROUND OR IERPHONE GROUND IS TO INTO INSPECTION SLEEVE N 5 NOTE ALL SECTOR GROUND BARS SHALL BE 1/4'X2'XIE' COPPER - - --- - "— - --- —3 8-WRFADM4NSULATM-.. —" - (NOT USED FO SECTOR GROUND BARS) I/W44 BUS BAR MTS 9 B 9 9°00000B9°ooB ° 3/8 SS LOCX WASHER 3/8x3/4 SS BOLT /2 AWG TINNED CORE LEAD ATM EXOTHERMIC LEAD SHOWN FOR O 11Y TYPICAL GROUND BAR DETAIL NOW 1. VERTCAL POSTS SCOW. BE DOWD TO ME RING AT EACH CORNER AND AT EACH GTE POSE. AS A MINIMUM. ONE VERTICAL POST SHALL BE BONDED TO ME GROUND RING IN EVERY 50 FOOT STWJGHT RUN OF PENCE 2. HORIZONTAL POLES SHALL BE BUNGED TO EACH OTHER RING MOUNT J2 AWG ROW pia;D[e11\Y•FiLYOTNYNII•lMl:iI:V1 D 21 FENCE GROUNDING NTS 13 GALV. NOTE CONTRACTOR TO APPLY COPPERSHIEID OR NO-OX TO ALL CONNECTORS AND - - PLATES -� 3/8 11-3/4 SS ROT— - - - 1-1/4' U-ETRNG NOTE CONTRACTOR TO COORD. GROUND BAR SIZE REWIREMENIS FOR SECTOR AND MAN GROUND BARS AM T-MOBILE CPM SS MOLE ADAPTER NMI 4 NOTE ALL EXPOSED CONDUCTORS ON EQUIP. NOTE: ALL BONDING TO ANTENNA SECTOR GROUND BAR SAB SHALL INSTALLED INSIDE A 1/2' IS MECHANICAL, FURNISH LUGS AND HARDWARE SCHED 80 PVC CONOUIT, WHETHER OR NDT CALLED OUT HERE NOTE SECTOR GROUND BARS ARE TD BE MOUNTED DIRECTLY TD TOWER AM No INSUTATORS. TFLW PER PANBBOARD SCHEDULE USING EASING POWER CABINET— SSC FCOA TINNED MAIN GROUND D BUS BAR GROUND INSPEORW MP"- T(TricI)N�E E POACOE GROUNDING RISER DIAGRAM /2 AM GREEN JACKETED COPPER TIRE FOR BONDING OF RF COAX CABLE SHIELD SIRIpNNTENN SUPPORT ANTENNA (TIP) ANTENNA SUPPORT STRUCTURE (TIP) RF COAX CABLE TO RF ANTENNA M EAST. GROUNDING NOTE IRRI'ERSABIE CRIMPING ALLOWED. IF COAX CABLE GROUNDING QT, TIP 12M TINED SOID GROUND CONDUCTOR EXTEND TO ICOMOGE SUPPORT STRUCTURE k CADWELD AT TWO LOCATlCM MINIMUM EASING T • •Mobile 1300 CONCORD TERRACE, SUITE 200 SUNRISE Fl 33323 A2PO309M SBA FL-17050 20000 OKEECHOBEE ROAD FORT PIERCE, FL 34945 ST LUCIE COUNTY :CURRENT ISSUE DATE JULY 2015 700 MHz UPGRADE * No 1455 if p♦Y.� © 2075 KWEY-HOM AM ASSWATF5. LNG 1920 WEKIVA WAY, SUITE 200 WEST PALM BEACH, FLORIDA 33411 (561) 845-0665 FEPE GG0000696 KED I KKM KKM MARIA NCTORA, MARTIN PE M97 ARMED A ARMES PE 70545 GROUNDING DETAILS Eml N1S 5 ;KHA Job #: 044328022 AC Generator Plug Site Support Cabinet AA LMU IDU 10A ,nA 705 Router 100 AMP AC Service I! 2AWG Conductors 15' NSN Power & Fiber Armored Hybrid Jumper 50A Each COVP Breaker Detail) 64WG Nokia Power Cable with DC WIRING DIAGRAM NTS FCOA J GSM ••,"'° MIS sy syo Breaker r"ru mu wm moa Moe aowa Detail oo ,0 0�B�OB —1 —70 —10— 50 50 50. All tower top radio units will receive power from the COVP In ground based radio deployments the system module will supply power to the radio units. Inthe .instance of a ground based radio the system module breaker will need to be upgraded to SOA (as depicted In this sheet) instead of the 10A breaker used for a tower lop deployment T • -Mobile-* 1300 CONCORD TERRACE, SUITE 200 SUNRISE FL, 33323 :PROJECT INFORMATION: A2PO309M SBA FL-17050 20000 OKEECHOBEE ROAD FORT PIERCE, FL 34945 ST LUCIE COUNTY =CURRENT ISSUE DATE JULY 2015 700 MHz UPGRADE _R FV.:--DATF:==:=ESCRI PTION: 55 tp- * AWS UMTS . r LANs P —il !3 . WS ��� OMTS _ Kimley»)Horn NFRIAIFRIE - 1 i © MIS AWLLr-HQM AND ASSWATEs, INC AWS UNITS f - 1 t 1920 WEKIVA WAY, SUITE 200 WEST PALM BEACH, FLORIDA 33411 iMl (561) 845-0665 FSME faPE cAocaacsss �U2100 ROVIDER: m m m m m t9. m m �N ,��� FSME 1900 �.. ESMe RAWN BY:==CHK.: APV.: GSM --= - - ---- _ - - KED KKM KKM —150Amp,GOW. BmakeVMddffcation— _ — _ _-- _ __ -- CENSURE: _ The 150A breaker will come factory installed with a 3-pole bridge on the - - —NW k WRAa' E 70 NAIUA N A. M NARIIN PE ]')69] lop. ARNOIDO A. MTAES PE ]OS,S In order to install the COVP power leads, this bridge will need to be. removed. Each breaker position will then receive 1 of the 3 power leads HEET TITLE Do not attempt to install all three COVP power leads Into the single bridge. DC WIRING DIAGRAM E=2 :KRA Job #: 044328022