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HomeMy WebLinkAboutPLANST � Mobl*le 1300 CONCORD TERRACE, SUITE 200 SUNRISE FL, 33323 A2P0044C-SBA SWAN ROAD 1401 SWAIN ROAD SCAB1NED St. Lucie Count, SCANNED St LucBle a Countt, FORT PIERCE, RL 34947 LATITUDE 27026'08.90"N, LONGITUDE 80022'39.50"W `S LI SI';T II 1 N, :moo a.\ It, btata�ga �i �I l E:awa i .. € j e na,t)_51 VICINITY MAP Q FROM T-MOBILE OFFICE, HEAD EAST ON 1-595 TO FLORIDA'S TURNPIKE, HEAD NORTH ON TURNPIKE FOR 93.7 MILES TO EXIT 152(SR-)0/R PIERCE). HEAD EAST ON OKEECHOBEE RD FOR 2.2 MILES TO HARTMAN RD, TURN LEFT AND HEAD NORTH FOR 0.4 MILES TO WHITEWAY DAIRY RD. TURN LEFT AND HEAD WEST FOR D.6 MILES TO SITE ON RIGHT SIDE OF ROAD. I DRIVING DIRECTIONS THIS IS AN APPUCATION FOR A, MODIFICATION TO AN EXISTING UNMANNED WIRELESS TELECOMMUNICATION SIZE CONSSTNG OF ANTENNA, COAXIAL CABLE AND EQUIPMENT UPGRADES. PROJECT DESCRIPTION ALL WORK AND MATERIALS SHALL BE PERFORMED AND INSTALLED IN ACCORDANCE WTH THE CURRENT EDITIONS OF THE FOLLOWNG 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. =4 FLORIDA SUIUING WOE 6. AMWCAN NSRINIE OF SP92- 2 NAIIM MOVED ME (NEC) WIN 0011m DON 7E0CATONS Wsc) LOCPL AMORIMDITS LATEST ED. T. UNDERWRITERS WGIATORIES (IIL) 1 AR51/iM/BA AFPUCABIE STAADARDS APPROVED EUDOm AL PROWCTS 4. LIFE SAFELY CODE NFPA-IN-2012 S. LOCAL BUILDING WOE 5. RURNA FRE PREYFNIIox ME 5t E ATON 9. DTY/MNTY 010NANCES I CODE COMPLIANCE I APPLICANT/LESSEE MDCMC NAME T-MOBILE PRGJECT MANAGER: DENISE CORREA PHONE (954) 604-9031 PROPERTY INFORMATION OWNER: CONNIE MISHOE 8011 E NORTHLAKE DR RORIAL CITY, R 34436 JURISOICTON: ST. LUCIE COUNTY HANDICAP REQUIREMENTS FAGUTY IS UNMANNED AND NOT FOR HUMAN HABITATION. HANDICAPPED ACCESS NOT REQUIRED. PROJECT INFORMATION EQUIPMENT LOCATION: ® OUTDOOR p INDOOR ANTENNA LOCATION: ❑ WATER TOWER ❑ SELF SUPPORT TOWER ® MONOPOLE ❑ ROOF TOP ❑ NEW TOWER ❑ OTHER PROJECT SUMMARY CIVIL ENGINEER: KIMLEY-HORN AND ASSOCIATES, INC. 1920 WEKWA WAY. SUITE 200 WEST PALM BEACH, R 33407 (561) 845-0665 STRUCTURAL ENGINEER: N/A ELECTRICAL ENGINEER: N/A SURVEYOR: N/A TOWER ENGINEER: N/A I PROJECT TEAM I ST. LUCIE COUNTY PLAN REVIEW BLDG: ene DATE: /z fI ELEC: _ CA2 DATE: PLUMB: DATE: MECH: DATE: SHEET DESCRIPTION REV. T-1 COVER SHEET 0 G-1 GENERAL NOTES 0 C-1 OVERALL SITE PAN 0 C-2 EQUIPMENT LAYOUT 0 C-3 TOWER ELEVATION AND ANTENNA DETAILS 0 C4 EQUIPMENT MOUNTING DETAIL 0 E-'I GROUNDING DETAILS 0 E-2 DC WIRING DIAGRAM 0 SHEET INDEX ISSUED FOR: 700 MHz UPGRADE GATE: NOVEMBER 2015 DESIGN CRITERIA DESIGN WIND SPEED 158 MPH (ULTIMATE, 3-SECOND GUST) 122 MPH (NOMINAL 3-SECONO GUST) EXPOSURE C RISK CATEGORY II OPEN STRUCTURE STANDARD PROVISIONS INTENT A THESE SPECIFICATIONS AND CONSTRUCTION DRAWINGS ACCOMPANYING THEM DESCRIBE THE WORK TO BE PERFORMED AND THE MATERIALS TO BE FURNISHED FOR THE CONSTRUCTION OF THE T—MOBILE SITE B. THE DRAWINGS 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 SHOWN, INDICATED OR SPECIFIED ON BOTH. C. THE INTENTION OF THE DOCUMENTS IS TO INCLUDE ALL LABOR AND MATERIALS REASONABLY NECESSARY FOR THE PROPER EXECUTION AND COMPLETION OF THE WORK AS INDICATED IN THE 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 DEMATONS FROM THE DESIGN LAYOUT ARE ANTICIPATED AND SHALL BE CONSIDERED AS PART OF THE WORK HDWEVER, NO CHANGES THAT ALTER THE CHARACTER INMINT OF THE DESIGN WILL BE MADE OR PERMITTED BY T—MOBILE, WITHOUT A CHANGE ORDER. CONFLICTS A. THE CONTRACTOR AND EACH SUBCONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL MEASUREMMTS AT THE SIZE BEFORE ORDERING ANY MATERIALS OR PERFORMING ANY WORK. NO EXTRA CHARGE CR COMPENSATION SHALL BE ALLOWED DUE TO DIFFERENCE BETWEEN ACTUAL DIMENSIONS AND DIMENSIONS INDICATED ON THE CONSTRUCTION DRAWINGS. ANY SUCH DISCREPANCY IN DIMENSION WHICH MAY INADVERTENTLY OCCUR SHALL BE SUBMITTED TO THE T—MOBILE CONSTRUCTION PROJECT MANAGER (CPM) FOR CONSIDERATION BEFORE THE CONTRACTOR PROCEEDS WITH THE WORK IN THE AFFECTED AREA B. THE CONTRACTOR, IF AWARDED THE CONTRACT, WILL 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 GUIDING PERMIT AT THE LOCAL JURISDICTION AS THE CONTRACTOR OF RECORD, AND PROVIDE SAID JURISDICTION WITH ALL PROOF REQUIRED TO OPERATE AS A CONTRACTOR IN THAT JURISDICTION. STORAGE A DO NOT USE THE EXISTING BUILDING SPACE FOR STORAGE OF TOOLS OR MATERIALS WTHOUT THE 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 WLL NOT OBSTRUCT THE FLOW OF OTHER WORK. ANY EQUIPMENT OR MATERIAL STORAGE METHOD MUST MEET ALL RECOMMENDATIONS OF THE MANUFACTURER. PROTECTION - A. PROTECT FINISHED SURFACES INCLUDING JAMBS AND HEADS OF OPENINGS USED AS PASSAGEWAYS THROUGH WHICH EQUIPMENT AND MATERIALS WILL PASS B. PROVIDE PROTECTION 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. N. �wMr�Im TEMPORARY FACIUTES' A WATER: WATER 15 NOT AVAILABLE TO THE CONTRACTORS ON SIZE. B. LIGHT 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, PROMDED THAT ELECTRICAL CORDS AND CONNECTIONS ARE FURNISHED BY THE CONTRACTORS AND ARE DISCONNECTED AND PROPERLY STORED DURING NON —WORKING HOURS. CLEAN UP: A. THE 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 THE WORK. THEY SHALL REMOVE ALL RUBBISH FROM AND ABOUT THE BUILDING, INCLUDING ALL TOOLS, 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 FOREIGN MATTER. 1. REMOVE ALL TRACES OF SPLASHED MATERIALS FROM ADJACENT SURFACES C. INTERIOR: VISUALLY 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 CHANGE ORDER PROCEDURE: A. CHANGE ORDER MAY BE INITIATED BY THE CPM, AND/OR THE CONTRACTOR. THE CONTRACTOR, UPON VERBAL REQUEST FROM THE CPM SHALL PREPARE A WRITTEN PROPOSAL DESCRIBING THE CHANGE IN WORK OR MATERIALS AND MY CHANGES IN THE CONTRACT AMOUNT AND PRESENT TO THE CPM FOR APPROVAL SUBMIT REQUESTS FOR SUBSTITUTIONS IN THE FORM AND IN ACCORDANCE WITH PROCEDURES REQUIRED FOR CHANGE ORDER PROPOSALS ANY CHANGES TO THE SCOPE OF WORK OR MATERIALS MICH ARE PERFORMED BY THE CONTRACTOR WITHOUT A WRITTEN CHANGE ORDER AS DESCRIBED AND APPROVED BY THE CPM. SHALL BECOME THE SOLE RESPONSBIUTY OF WE CONTRACTOR. RELATED 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 THE RESPONSIBIUTY OF THE GENERAL CONTRACTOR. SHOP DRAWNGS: A CONTRACTORS TO SUBMIT SHOP DRAWINGS AS REQUIRED AND LISTED IN THESE SPECIFICATIONS THROUGH THE GENERAL CONTRACTOR TO THE CPM, FOR REVIEW. B. ALL SHOP DRAWINGS 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 SUBMT UIDN. IN EACH REQUEST IDENTIFY THE PRODUCT FABRICATION OR INSTALLATION METHOD TO BE REPLACED BY THE SUBSTITUTION. INCLUDE RELATED SPECIFICATION BECTON AND DRAWING NUMBERS, AND COMPLETE DOCUMENTATON SHOWING COMPUANCE 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 UEU OF CUT SHEETS. COMPLIANCE A ALL MATERIALS, DESIGN, AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH ALL APPLICABLE CODES (SOME OF WHICH ARE USTED 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 WITH 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 THE 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 THE CONTRACT. THE CONTRACTOR SHALL COMPLY WITH ALL ZONING AND SITE ACQUISITION SPECIAL STPULATIONS AS OUTLINED IN THE JOB SPECIFICATIONS, OR AS DIRECTED BY THE CPM. ANSI/ lA/EIA APPLICABLE STANDARDS 2014 FLORIDA BURRING CODE BUILDING OFFICIALS h CODE ADMINISTRATORS 2011 NATIONAL ELECTRICAL CODE (NEC) WITH LOCAL AMENDMENTS UNDERWRITERS LABORATORIES (U.L) APPROVED ELECTRICAL PRODUCTS AMERICAN INSTITUTE OF STEEL CONSTRUCTION SPECIFICATIONS (AISC) LIFE SAFETY CODE NFPA — 101-2012 FEDERAL AVIATION REGULATIONS NFPA 55 AND 70 (20D8) A. THE STE 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 RELEVANT PLANNING BOARDS, ENVIRONMENTAL BOARDS, AND/OR OTHER COMMITTEES WILL BE SUPPLIED BY OTHERS, BUT MUST BE CONFIRMED BY THE STE ACQUISTON SPECIALIST PRIOR TO THE APPLICATION FOR CONSTRUCTION PERMITS FAA APPROVAL WILL BE SUPPUED 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 WTH ALL MAJOR PARTIES TO THE PROJECT. THIS WOULD INCLUDE (THOUGH NOT LIMITED 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 UTUTIES 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 WLL HAVE WORKED AT HIS OWN RISK AND EXPENSE D. THE CONTRACTOR SHALL BE EQUIPPED WIN A MEANS OF CONSTANT COMMUNICATIONS, SUCH AS A CELLULAR PHONE OR A PAGER. E. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ALL STE SAFETY INCLUDING BUT NOT UNITED TO PROTECTION OF ALL SITE PERSONNEL AND THE GENERAL PUBLIC DURING THE ENTIRE SITE CONSTRUCTION PERIOD. HE SHALL TAKE ALL REASONABLE PRECAUTIONS TO PLACE AND MAINTAIN BARRICADES, LAMPS, SIGNS, AND THE LIKE IN ACCORDANCE WTH OSHA SAFETY ACT AND ANSI OCCUPATIONAL GUIDELINES. F. PROVIDE DAILY UPDATES ON SIZE 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 UTILITY AUTHORITIES 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 WTH THE OPERATIONS OF PUBLIC AND/OR PRIVATE UTILITY AUTHORITIES, INSTALLING SERVICES ON THE SITE. THE CONTRACTIR WILL BE RESPONSIBLE FOR THE PROTECTION OF SUCH FACIUTIES AND STRUCTURES DURING CONSTRUCTION OF THIS SITE. J II`ekWXgII-RM 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. THE CONTRACTOR SHALL PROVIDE DOCUMENTATION OF ALL INSPECTIONS. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING WITH T—MOSILE'S' DESIGNATED ENGINEERING FIRM TO OBTAIN ALL REQUIRED INSPECTIONS AND TESTING. THE CONTRACTOR SHALL PROVIDE DOCUMENTATION OF ALL INSPECTIONS. NOISE LEVEL: THE CONTRACTOR SHALL ENSURE THAT STATE AND LOCAL REGULATIONS ARE COMPUED 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 OMIT THE CREATION OF ANY OUST NUISANCE THAT MIGHT ARISE DURING CONSTRUCTION TO THE SATISFACTION OF THE LOCAL AUTHORITIES AND THE BUILDING OWNER. THE CPM MAY DIRECT THAT WORK CEASE UNTIL SUCH TIME AS ANY PARTICULAR DUST NUISANCE IS CONTROLLED TO THE SATISFACTION OF THE CPM, LOCAL AUTHORITIES, AND BUILDING OWNERS. K. REINSTATEMENT ANY PAVEMENT, FOOTPATH, CURB, GUTTERS. WALLS, FLOORS, SERVICES, AND EXISTING FEATURES OR OTHER PROPERTIES, DISTURBED OR DESTROYED DURING CONSTRUCTION SHALL BE REINSTATED TO A CONDITION AT LEAST EQUAL TO THAT EXISTING BEFORE COMMENCEMENT OF OPERATIONS. L AS—BUILTS DRAWNGS THE CONTRACTOR SHALL PREPARE A RED UNED SET OF AS — BUILT DRAWINGS. THE 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 THE FOLLOWING DOCUMENTATON SHALL BE PROVIDED TO T—MOBILE WIRELESS PRIOR TO THE 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 RESSTANCE TEST 4. CERTFCATE OF OCCUPANCY INSURANCE AND BONDS A EACH CONTRACTOR SHALL AT HIS OWN EXPENSE CARRY AND MAINTAIN FOR THE DURATION OF THE PROJECT ALL INSURANCE AS REQUIRED AND USTED AND SHALL NOT COMMENCE WIN HIS WORK UNTIL HE HAS PRESENTED A CERTIFICATE OF INSURANCE STATING ALL COVERAGES TO THE GENERAL CONTRACTOR WHO SHALL IN TURN, FORWARD A COPY OF ALL CERTIFICATES TO THE CPM. EXISTING B' HIGH CHAIN—UNK FENCE W/ 3—STRAND BARBED WIRE 1' - -Mobile X X X X X X X \/ ^ �/ �/ X X 1300 CONCORD TERRACE, SUrrE 200 EXISTING LPG TANK (TYP. OF 2) SUNRISE R. 33323 PROJECT INFORMATION: X 044C x IN ROAD EFR AIN ROAD X E, FL 34947 EXISTING T—MOBILE COUNTY URRENT ISSUE DATE: EXISTING GUYED TOWER GENERATOR X NOVEMBER 13 2015 x EXISTING GENERATOR EXISTING T—MOBILE SITE SUPPORT CABINET SSUED FOR: x 700 MHz UPGRADE X EV.:�ATE:�ESCRIPTION: GRAVELED AREA X \0 SEAL• X x _= o,�1a55 EXISTING RADIO EQUIPMENT SHLETER ® L X — qa * ! W FPLANs EXISTING SATELLITE DISH (TYP. OF 3) Worn EXISTING T—MOBILE FCOA CABINET Kim X O EXISTING EMPTY POLE--r— C 1m I(IYI£Y-HCflN AND A4.TA INC (TYP. OF 2) EXISTING COAX BRIDGE (TYP.) 1920 WEKIVA WAY, SUITE 200 WEST PALM BEACH, FLORIDA 33417 x x (561) 845-0665 MPE CAMMS96 ROVIDER: fl EXISTING NEXTEL EQUIPMENT EXISTING VERIZON WIRELESS SHLETER LRAWN EQUIPMENT CABINET x EXISTING VERIZON WRELESS I UTILITY H—FRAME X EXISTING 22' YADE ACCESS GATE BY:=CHK.: GD KKM KKM CENSURE: x EXISTING MULTI —TENANT UTILITY H—FRAME X KERN K NA PE Hass A MARTIN PE 7219) APNIX➢0 A ARM ES PE 7W15 ARN O k AR X X X X X X O X X X HEET SITE PLAN EXISTING NEXTEL DIESEL GENERATOR o SITE PLAN HEET NUMBEREVISION cmi 6 6 6 scALEPEEr KHA Job #: 041384080 tw "'�;m EXISTING T-MOBILE SITE SUPPO"' EXISTING T-MOBILE COAX BRIDGE EXISTING T-MOB EXISTING T-MOBILE FCOA EXISTING T-MOBILE SITE SUPPO""""""' EXISTING T-MOBILE COAX BRIDGE _0 A EXISTING T-MOE x EXISTING T-MOBILE FCOA 0 > u scu� EXISTING T-MOBILE DIESEL GENERATOR T-MOBILE ATS T-MOBILE METER T-MOBILE DISCONNECT T-MOBILE GSM L & PLINTH REMOVED T-MOBILE PPC T-MOBILE TELCO CABINET T-MOBILE FIBER CABINET EXISTING SITE PLAN N.T.S. EXISTING T-MOBILE DIESEL GENERATOR — EXISTING T-MOBILE ATS —EXISTING T-MOBILE METER — EXISTING T-MOBILE DISCONNECT EXISTING T-MOBILE GSM EQUIPMENT CABINET —EXISTING T-MOBILE PPC — EXISTING T-MOBILE TELCO CABINET - EXISTING T-MOBILE FIBER CABINET 3 PROPOSED T-YOEKE FRLB RRU R 3 DIPLEEX RS YWNTED m PROPOSED RAO( (SEE RAC( DETAIL ON C4) PROPOSED SITE PLAN NOTES: 1. THIS DRAWING IS INTENDED TO DEPICT THE GENERAL LOCATION AND HEIGHT OF THE PROPOSED ANTENNAS ON THE EXISTING TOWER. CONSTRUCTION SHALL NOT PROCEED UNTIL A STRUCTURAL ANALYSIS REPORT HAS BEEN COMPLETED BY A ' REGISTERED IN THIS STATE. CONCLUDING THAT THE EXISTING TOWER IS STRUCTURALLY ADEQUATE TO RESIST THE EXISTING AND PROPOSED LOADS. OF EXISTING 450'3 GUYED TOWER GRAD 0, - IF EL 0'Y 0 7 14 SC� EL 1 TOP OF EXISTING TOWER EC 450.2 NOTES: 1. ALL EXISTING AND PROPOSED ATTACHMENTS TO TOWER BASED ON STRUCTURAL ANALYSIS BY OTHERS. 2. CONTRACTOR TO COORDINATE ANTENNA REPLACEMENT WITH T-MOBILE CPM. 3. NO PROPOSED INSTALLATION OR MODIFICATION IS TO AFFECT THE EXISTING SAFETY CLIMB OR CLIMBING PATH 4. CONTRACTOR SHALL COORDINATE EXACT PLACEMENT OF EXISTING AND PROPOSED ANTENNAS WITH T-MOBILE CONSTRUCTION MANAGER. EXISRNG T—MOBID: TOWER I (TO REMNN) cw-mWmm mm ou.m«ia:a mmoimu mn PROPOSfD T—MOBBE TGWFR Orvw w uat-meawl �vuw.s a tM ao® enw w TOWER INVENTORY ANTENNA SECTOR EXISTING COAX LENGTA SIZE lQTY. SECTOR A 250'i 1 5/8" 4 SECTOR B 250'3 1 5/e" 4 SECTOR C 250%, 1 5/8"1 4 EXISTING HYBRID LENGTH SIZE T OTY. 250'±11.58VI 1 EXISTING T-MOBILE UMTS ANTENNA TO BE REPLACED EXISTING T-MOBILE LTE RRU TO BE RELOCATED (TYP. OF 3) sF T H2-3o0 EXISTING T-MOBILE GSM/UMTS PCS ANTENNA TO BE RELOCATED EXISTING T-MOBILE LTE ANTENNA TO BE RELOCATED EXISTING T-MOBILE UMTS ANTENNA TO BE REPLACED NOTE: EXISTING T-MOBILE ANTENNA MOUNT TO BE REMOVED. ALL EXISTING T-MOBILE EQUIPMENT TO BE RELOCATED TO PROPOSED MOUNT, SEE DETAIL BELOW RELOCATED T-MOBILE UMTS PCS PROPOSED T-MOBILE UMTS/ L700 OFT WAD RELOCATED T-MOBILE LTE ANTENNA RELOCATED EXISTIN T-MOBILE LTE RRU (TYP. OF 3) RELOCATED EXISTING T-MOBILE PCS UMTS RRU (TYP. OF 2) EXISTING T-MOBILE LTE ANTENNA TO BE RELOCATED EXISTING T-MOBILE GMS/UMTS RRU TO BE RELOCATED (TYP. zz�OF 2) EXISTING T-MOBILE CSM/UMTS PCS "_� ANTENNA TO BE RELOCATED P SEGSo�60 Pti EXISTING T-MOBILE ANTENNA MOUNTS TO BE REPLACED (TYP. OF 3) ELEV. 220't EXISTING T-MOBILE GSM/UMTS PCS ANTENNA TO BE RELOCATED EXISTING ANTENNA LAYOUT PLAN N.T.S. ss O AZa 3o0 ELEV. 220'3 RELOCATED T-MOBILES UMTS PCS ANTENNA TOWER ELEVATION PROPOSED T-MOBILE csL/AWS UMTS/ L700 OFT NORTH QUAD ANTENNA WTH TMA ANTENNA MOUNT BRACKET TO BE BASED UPON EXISTING CONDITIONS OF TOWER AT PROPOSED ATTACHMENT HEIGHT. BRACKET TO BE VERIFIED TO BE WITHIN DESIGN CRITERIA OF STRUCTURAL ANALYSIS BY OTHERS. ALL DETAILS OF ATTACHMENT OF BRACKET TO TOWER AND ANTENNAS TO BRACKET TO BE OBTAINED FROM MANUFACTURER OF BRACKET. EXISTING T-MOBILE UMTS ANTENNA TO BE REPLACED EXISTING T-MOBILE ANTENNA MOUNT TO BE REMOVED AND REPLACED (TYP. OF 3) EXISTING T-MOBILE COVP TO BE RELOCATED EXISTING T-MOBILE LTE ANTENNA TO BE RELOCATED PROPOSED -CONNECT-IT WREI 13' V-FRAME BOOM GATE PART NUMBER VF13-LO(-98 (OR APPROVED EQUAL). TYP, OF 3 RELOCATED T-MOBILE LTE T-MOBILE UMTS PCS ANTENNA N� III �A om RELOCATED EXISTING T-MOBILE COVP -RELOCATED T-MOBILE LTE ANTENNA PROPOSED ANTENNA LAYOUT PLAN N.T.S. PROPOSED UNI P1000 PROPOSED POST •lam �� Ii� ►�\ � 6" MAX (TYP, BOTH SIDES) GALV. PIPE CAP (TYP) 4!-0" MAX SPACING BETWEEN POSTS (3) PROPOSED FRIG GALV. STEEL RRu.s PIPE CLAMP (MIN } 0 U-BOLT, TYP) SP CAE AS NECESSARY RI I o AL FOR ADIO I I SECOND NOW EQUIPMENT (TYP) MAX I EXIST CONC SLAB SEE B, ON (6) PROPOSED DIPLEXERS (STACKED) ON PROPOSED RACK PROPOSED ANTENNA Dononcrn nurruuA TILT /ANTENNA PIPE MOUNTING BRACKETS W/ANTENNA (TYP.) ANTENNA MOUNT D ANTENNA PROVIDED VA PROPOSED ANTENNA MOUNTING DETAIL N.T.S PLATE A B C D E PIPE WELD REMARK HOLED BOLT 1 /2" THK 8" R' N/A I' 1' 3" STD. 9/16"0 B� 3/16 B•: 1/20 HILT] KW1K BOLT 3 3" MIN EMBEDMENT. "MWOUTI-iff IT* MIL .F GROUNDING PROTECTION SYSTEM NOTES: 1. PRWIDE 'CABLE ENTRANCE GROUND BAR' (CEGB), 3'H X A X 1/4'D. MOUNT AT TELCO CABINET. COORD. INSTAUATION WITH CPM. 2. PROVIDE A GND RING BURIED A MINIMUM OF 18' BELOW GRADE TIE GROUND RING SHALL BE INSTALLED A MINIMUM OF 2'-0' AWAY FROM THE FOUNDATON UNIESS SHOWN ON DRAWING. 3. BOND FENCE POST TO GNO RING USING AN EXOTHERMIC MEW. BOND FENCE GATE TO POST WITH A FTEXIBLE COPPER JUMPER STRAP MECHANICALLY OR EXOTHERMICALLY. TYPICAL FOR ALL FENCE PLANES MIN 12 FEET OF TOWER. FOUNDATION. FOR FENCE PLANES BEYOND 12'. EXTEND 1#2 TO EACH FENCE PLANE TO ANY PLANES WITHIN W. 4. BOND DISCONNECT SCORCH, MEIER. TELEPHONE CABINET AND SENCE CONDUITS TO BURIED GND RING AS THEY CROSS. S. EACH LEG OF THE WAVEGUIDE STRUCTURE SHAM BE INOMDUALLY BONDED TO THE BURIED GND RING. EXOTHERMICALLY MEW CONNECTONS AT POST FOR WAVEGUIDE STRUCTURE AND BURIED CND RING. PLACE 5/nl D' CDPPERCUD GND ROD AT TO - INTERVALS ALONG WAVEGUIDE PATH. 6. BOND RETAIL IN CONCRETE FOR COMMUNICARON STRUCTURE AND EQUIPMENT PAD TO BMW CND RING. EXOTHERMICALLY MEW A 12 TINNED SCUD COPPER CONDUCTOR TO THE RFIRAR AND CONNECT TO THE BURIED GND RING. T. PROVDE INSPECTION SLEEVE AT MAIN SEANCE GROUNDS EXOTHERMIC CONNECTIONS. 8. PROVIDE BONDING CONDUCTOR(S) FROM THE BURIED CND RING TO THE ANTENNA CABLE BUS BAR AT POEM JUST INSIDE OF THE COMMUNICATION STRUCTURE MG. VERIFY EXACT LOCATION OF COPPER BUS BAR FOR PROPER CONDUCTOR LENGTH. FINAL EXOTHERMIC WELDS TO COPPER BUS BAR BY THE ANTENNA CABLE INSTALLER. S. EXOTHERMICALLY WEED BONDING CONDUCTOR TO COWMUNCATON STRUCTURE LEG AT V-O' ABOVE PM AND BOND TO BURIED GNU RING. PROVDE A 3/4' PVC SLEEVE WITH A GRADUAL BENO IN THE CONCRETE FOUNDATION. 10. 5/nl Ob' LONG COPPER CM CND ROD. 15' SPACING BEIWEFN RODS (NON- UNEAR). TYPICAL FOR ALL GNO RODS SHOWN. ME STAINLESS STEEL HARDWARE WHERE APPUCABLE, 11. ELECTRICAL CONTRACTOR SHALL TAXE MEGGER READINGS OF CND. THE RESULTS SHALL NOT BE GREATER TUN 5 OHMS. 12. All. CONNECIONS TO GND SYSTEM SHALL BE MADE IN LINE WRH BONDS NOMINAL 12' RADIRIS IN THE DIRECTION OF CURRENT ROW. T-CONNECTONS WLL NOT BE PLOWED. ❑. ALL BENDS IN ONG WIRES SHALL BE NOMINAL 12' RADIUS. 14. ANTENNA CABLES SHALL BE BONDED AT EACH END. RUNS GREATEN TUN 150' SHALL BE BONDED TOWARDS MIDDLE OF LENGTH. COORDINATE LOCATION WTH WIRELESS CARRIER'S PROJECT MANAGER. 15. WHEN ARPUCASLE, CONTACTOR SHALL. BOND FRAMES TO EACH OTHER AND TO GNO RING VW TWO PATHS. COORDNATE WTH WHIMS CNWER PROTECT MANAGER 16. CONTRACTOR CAN PROVDE ONE OF THE FOILOWWG AS DIRECTED BY THE PROJECT MANAGER: THE SECOND OPTION S PREFERRED. A CADWEUD EACH CABINET GND WIRE TO CND RING AS SHOWN W EQUIPMENT CND DETAIL. B. CADWEW EACH ARE TO A 1/4'X4T(24' MIN. COPPER BUS BAR LOCATED BEHIND RADIO CABINET. EXTEND A #2 %RE FROM EACH END OF COPPER BUS BAR TO GND RING. 17. PROMDED BRAEOED BONDING JUMPERS BETWEEN EACH GATE AND POST (OPTIONAL). 19. CONTRACTOR SHALL PROVDE EXOTHERMIC BONDING AT ALL BURIED GROUND RING CONNECOONS, STRUCTURAL EQUIPMENT FRAME, SEROCE MK(S), EXISTING TOWER. GROUND RINGS. AND AS INSTRUCTED BY T-MOBILE CPM. 20. CONTRACTOR SHALL PROMOE MECHANICAL BONDING AT ALL ANTENNA SECTOR GROUND BARS. ALL ELECTRICAL EQUIPMENT DISCONNECTS, TRANSFORMERS. J-BOXM, PANEL - BOARDS, CABINETS, AND MAIN GROUND FAA AS DIRECTED BY T-MOBILE CPM. AL MECHANICAL CONNECTIONS SVWl BE PROPERLY TERMINATED W/ LUGS, NUTS 4 BOLTS. 21. CONTACTOR SHALL COAT MW NOX-OX ALL POINTS OF CONTACT BETWEEN DISSTMIUAR METALS. I GROUNDING NOTES NTS I 1 NOTE ALL SECTOR GROUND BARS SHAM. BE 1/4'X2'X12' COPPER 3 B THREADED INSULATOR (NOT USEDFO SECTOR GROUND BARS) 3/8 GALV. SCREWS e 1/4x4x24 BUS BAR MTS 9 09 0000 0 Doo" B0009 DDB 0 3/8 SS WON WASHER 3/8x3/4 SS BOLT /2 An TINNED MIRE LEAD MITI EXOTHERMIC LEAD SHOWN FOR CA W TYPICAL GROUND BAR DETAIL �� wwu.. Armxe^ NOTE ALL EXPOSED CONDUCTORS ON EQUIP. SAB SHALL WSTALLW INSIDE A 1/2' SCHED ED PAC CONDUIT, WHETHER OR NOT CAUFD OUT HERE ENNAS SECTORS WITH SECTOR GROUND- PAIRS MOUNTED AT 10P OF TOWEL OR AS CALLED OUT IN PLANS NOTE SECTOR GROUND BARS ARE TO BE MOUNTED DIRECTLY To TOWFJL WTH NO INSUTATORS. PER PANELBOARD SWEDUIE POWER CABINET—\ MOD CANNER—. NOTE ALL BONDING TO ANTENNA SECTOR GROUND BAR IS MECHANICAL, FURNISH WGS AND HARDWARE K1 An GREEN JAOQIED COPPER WARE FOR BONDING OF RF COAX CABLE SHIELD § ANTENNA SUPPORT STRUCTURE ANTENNA (TYP) ANTENNA SUPPORT STRJCNRE (TIP) RF COAX CABLE TO RF ANTENNA TO EXIST GROUNDING NOTE WAEVERSABL CRIMPING ALLOWED. RF COAX CABLE MOUNDING AT, TYP 02M TIMED SOLD GRWND CONDUCTOR EXTEND TO ITBBRIDGE SUPPORT STRUCTURE k CA➢WEW AT TWO LOCATIONS MINIMUM 12 RARE TINNED MUD COPPER BOND It2 BARE TNNED SCUD COPPER MAIN GROUND MECHANICAL TOM BUS BAR �2 TINNED MUD CC GROUND, BIND TO GROUND NOTE CONTRACTOR TO APPLY COPPERSHIEW OR ND-OX TO ALL CONNECTIONS AND PLATES 3/8 x 3/4 EB BOLT // 6FT M GROUND RCD W1RHJ INSPECTION SLEEVE (APICAL) TE WTI EASNIC GROUND BOB TOWER GROUND RING (COOMNATE YATH CPM) EASING TOWER - GROUNDING SEANCE ENTRANCE NOTE: CONIRACTgt TO LOORD.OUNO12 EVNNED PER GROUND BAR 9ZE REWWETAENTS flWG IBS BELUD OW MIN. " SECTIXi AND MAIN GROUND BARS WITH T-MOBILE WN 1-1/4' U-FITTING ;4, SS ANGLE ADAPTER NTS 12 GROUNDING RISER DIAGRAM NTS I 3 AC Generator Plug 100 AMP AC Service �l I—rm w mmoe ed.11---1.'.q ... n ,.rm au°m ue�rwaw�`. Pr...d dj.,� �.r n®w.nw timiN ie rn.�-xoe w �me�, we Site Support Cabinet i I � � , a 101 a. t A LMU IDU 10A 10A 705 Router f J tI 15' NSN Power & Fiber Armored Hybrid Jumper Co ductors III (see COVP Baker Detail) FCOA DC WIRING DIAGRAM NM GSM U'No uaoo no Breaker Wu " � umPanel r ' ' ', 1 ' Detail 10 to 10 1e 50 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. In the instance of a ground based radio the system module breaker will need to be upgraded to 50A (as depicted in this sheet) instead of the 10A breaker used for a lower top deployment t9 t9 t9 B m A m m ,0 j5qAmp COVP -BreakerModifrcation The 150A breaker will come factory Installed with a 3-pole bridge on th top. 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 Do not attempt to Install all three COVP power leads Into the single bridge.