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HomeMy WebLinkAboutPLANSi IY THESE PLANS AND ALL PROPOSED WORK ARE SLI&JECT 70 0 CGffF.CTIONS REQUIRED BY FIELD IFIS>PfC'flh�iS THAT MAY QG tJECE� ARY N'I (k`1DER TO =; CQMP6Y YVITfi ALL APUABL2 CODES, verizu/1wi. LOCAL MAP PROJECT LOCATION (ST. LUCIE COUNTY, FLORIDA) ND"�• 1• •�MI'tl VICINITY MAP ST. LUCIECM0 BLDG: DATE: Lam' ELEC: DATE? 5 PLUMB: VERIZON SITE NAME: BAG G ETT VERIZON SITE NUMBER #68838 REC7� v E-® APR 13 2016 PERMITTING St. Lucie County, FL VERIZON WIRELESS CELL #406 U" CROWN CASTLE SITE: #813812 — FL WEST FORT PIERCE 8701 ORANGE AVENUE SCANNED FORT PIERCE, FLORIDA 34945 BY (ST. LUCIE COUNTY) St. Lucie County PCS/AWS ANTENNAS — COAXIAL CABLE WITH HYBRID CABLE ADDITION ON AN EXISTING 250' SELF—SUPPORT TOWER �Y�IiI we] 2wiRilN'k� 1. THE SCOPE OF WORK CONSISTS OF MODIFYING THE EXISTING WIRELESS INSTALLATIONS. A. REMOVAL OF (6) EXISTING ANTENNAS B. INSTALLATION OF (6) NEW ANTENNAS C. INSTALLATION OF (3) RRUS 12 (REMOTE RADIO UNITS) D. INSTALLATION OF (3) A2 MODULES E. INSTALLATION OF (1) HYBRID CABLE F. INSTALLATION OF (6) ADDITIONAL COAX CABLES G. INSTALLATION OF (1) OVP UNIT IN SHELTER H. INSTALLATION OF (1) OVP BOX ON TOWER PROPERTY SUMMARY I PARCEL If: 2311-320-0000-000-4 LATITUDE: 2T 26' 44.54- N (AS PROVIDED) LONGITUDE: 80- 24' 46.59" W (AS PROVIDED) JURISDICTION: ST. LUCIE COUNTY F l m DESIGN CRITERIA DESIGN WIND SPEED: 160 MPH (ULTIMATE 3-SEC GUST) SHi 124 MPH (NOMINAL 3-SEC GUST) NO. IMPORTANCE FACTOR: 1.0 EXPOSURE CATEGORY. C T1 RISK CATEGORY. II Cl STRUCTURAL ANALYSIS BY CONTACTS VERIZON WIRELESS 777 YAMATO ROAD SUITE 600 BOCA RATON, FL 33431 PROPERTY OWNER LANDLORD: CONTACT: FLORIDA GAS TRANSMISSION CO. % K E ANDREWS & CO. ADDRESS: 1900 DALROCK ROAD CITY, STATE, ZIP: ROWLETT. TX 75088 CALTROP TELECOM MARK BURNS PM: 813-514-9880 _E CODES THE CONTRACTOR'S WORK SHALL COMPLY WITH ALL APPUCA13LE NATIONAL, STATE, AND LOCAL CODES AS ADOPTED BY THE LOCAL AUTHORITY HAVING JURISDICTION (AHJ) OVER THE LOCATION. THE EDITION OF THE AHJ ADOPTED CODES AND STANDARDS IN EFFECT ON THE DATE OF CONTRACT AWARD SHALL GOVERN THE DESIGN. _ BUILDING CODE: FLORIDA BUILDING CODE 5TH EDITION (2014). NATIONAL ELECTRICAL CODE 2011 EDITION. , ELECTRICAL CODE: NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) 70 MECHANICAL CODE: MECHANICAL CODE, 5TH EDITION. FIRE CODE: FLORIDA FIRE PREVENTION CODE, 5TH EDITION. LIFE SAFETY CODE: NFPA-101-2012 THE CONTRACTOR'S WORK SHALL COMPLY WITH THE LATEST EDITION OF THE FOLLOWING STANDARDS: AMERICAN CONCRETE INSTITUTE (ACI) 318-11 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE: AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC), 14TH EDITION: TELECOMMUNICATIONS INDUSTRY ASSOCIATION (T1A) 222-G. STRUCTURAL STANDARDS FOR STEEL ANTENNA TOWER AND ANTENNA SUPPORTING STRUCTURES: 1EA-607-B. COMMERCIAL BUILDING GROUNDING AND BONDING REQUIREMENTS FOR TELECOMMUNICATIONS. INSTITUTE FOR ELECTRICAL AND ELECTRONICS ENGINEERS (IEEE) 81, GUIDE FOR MEASURING EARTH RESISTIVITY, GROUND DRIVING DIRECTIONS IMPEDANCE, AND EARTH SURFACE POTENTIALS OF A GROUND SYSTEM; IEEE 1100 (2005) RECOMMENDED PRACTICE FOR POWERING AND GROUNDING OF ELECTRONIC EQUIPMENT. FROM ST.LUCIE COUNTY, TRAVEL WEST ON FLORIDA TPKE. AT EXIT 152, TAKE RAMP RIGHT FOR SR-70 TOWARD OKEECHOBEE / FT PIERCE. TURN RIGHT ONTO SR-70 E / OKEECHOBEE IEEE C62.41. GUIDE ON THE SURGE ENVIRONMENT IN LOW -VOLTAGE AC POWER CIRCUITS (FOR LOCATION CATEGORY -C3- AND RD. TAKE RAMP RIGHT FOR 1-95 NORTH TOWARD DAYTONA BCH. AT EXIT 1318, TAKE RAMP -HIGH SYSTEM EXPOSURE-). RIGHT AND FOLLOW SIGNS FOR SR-68 (ORANGE AVENUE) WEST. SITE IS LOCATED ON THE LEFT. TELCORDIA GR-1275, GENERAL INSTALLATION REQUIREMENTS: TELCORDIA GR-1503, COAXIAL CABLE CONNECTIONS: ANSI T1.311. FOR TELECOM - DC POWER SYSTEMS - TELECOM, ENVIRONMENTAL PROTECTION. C3 C4 C5 C6 INDEX OF DRAWINGS DESCRIPTION TITLE SHEET NOTES COMPOUND DETAIL SHELTER DETAIL TOWER ELEVATION & DETAILS & RF OVP DIAGRAM PROPERTY OWNER RF ENGINEER CONSTRUCTION SITE ACQUISITION ZONING NETWORK OPERATIONS CONTRACTOR REV DATE DESCRIPTION 0 09/29/15 FINAL CONST. PLANS PROJECT NO.: 151012.01 DRAWN BY: T. STEVENS PROJECT MANAGER: M. BURNS CHECKED BY: M. BURNS THIS DRAWING IS COPYRIGHTED AND IS THE SOLE PROPERTY OF THE OWNER. IT IS PRODUCED SOLELY FOR USE BY THE OWNER AND ITS AFFILIATES. REPRODUCTION OR USE OF THIS DRAWING AND/OR THE INFORMATION CONTAINED IN IT IS FORBIDDEN WITHOUT THE WRITTEN PERMISSION OF THE OWNER. Ti omm REV. NO. 13057 TELECOM PARMVAY �TAMPA FLORIDA 33637 0 (813) 514-9880 0 CERRFICKTE OF AUTHORI2AOON 29214 0 0 0 \ / 0 \ eam wireless 0 0 M YAMATO ROAD sun 500 BOCA RATON, FLORIDA 33431 08 •� APPROVALS I BAGGETT #68838 8701 ORANGE AVENUE FORT PIERCE, FLORIDA 34945 (ST. WOE COUNTY) SHEET NAME 1 TITLE SHEET SHEET NUMBER Tl w nr+tal+ - ' >e "'art �'"y., .•i'1 it ;+mW 0-1 1. THE APPROPRIATE UTILITY LOCATING SERVICES SHALL BE CONTACTED PRIOR TO THE START OF CONSTRUCTION IN ORDER TO VERIFY THE EXACT LOCATION OF ALL EXISTING UNDERGROUND UTILITIES. 2. THE INSTALLATION OF NEW UTILITIES SHALL BE COORDINATED WITH LOCAL AUTHORITIES. 3. ALL EXISTING ACTIVE SEWER, WATER, GAS, ELECTRIC AND OTHER UTILITIES, WHERE ENCOUNTERED IN THE WORK, SHALL BE PROTECTED AT ALL TIMES. WHERE REQUIRED FOR THE PROPER EXECUTION OF THE WORK, SUCH UTILITIES SHALL BE RELOCATED AS DIRECTED BY THE CONSTRUCTION MANAGER. EXTREME CAUTION SHALL BE USED WHEN EXCAVATING OR DRIVING PIERS AROUND OR NEAR UTILITIES. 4. RUBBISH, STUMPS, DEBRIS, STICKS, STONES AND OTHER REFUSE SHALL BE REMOVED FROM THE SITE AND DISPOSED OF LEGALLY. 5. ALL EXISTING INACTIVE SEWER, WATER, GAS, ELECTRIC AND OTHER UTILITIES THAT INTERFERE WITH THE EXECUTION OF THE WORK SHALL BE 1. FOR THE PURPOSES OF THESE CONSTRUCTION DRAWINGS, THE FOLLOWING DEFINITIONS SHALL APPLY: REMOVED AND/OR CAPPED, PLUGGED OR OTHERWISE DISCONTINUED AT POINTS THAT WILL NOT INTERFERE WITH THE EXECUTION OF THE WORK, SUBJECT TO THE APPROVAL OF THE LANDLORD AND/OR LOCAL UTILITIES. OWNER - VERIZON WIRELESS ENGINEER - CALTROP CORPORATION 6. DISTURBANCE TO THE EXISTING SITE DURING CONSTRUCTION SHALL BE MINIMIZED. CONTRACTOR - GENERAL CONTRACTOR (CONSTRUCTION) 7. ANY AREAS OF THE CONSTRUCTION SITE DISTURBED BY THE WORK AND NOT COVERED BY THE TOWER, EQUIPMENT OR DRIVEWAY, SHALL BE GRADED REV DATE DESCRIPTION 0 09/29/15 FINAL CONST. PLANS PROJECT NO.: 151012.01 DRAWN BY: T. STEVENS PROJECT MANAGER: M. BURNS 11 CHECKED BY. M. BURNS 2. PRIOR TO SUBMITING HIS BID, THE CONTRACTOR SHALL VISIT THE JOB SITE IN ORDER TO (1) VERIFY ALL EXISTING TO A UNIFORM SLOPE. SUCH GRADING SHALL CAUSE SURFACE WATER TO FLOW AWAY FROM ANY EQUIPMENT SHELTER AND TOWER AREAS AND THE CONDITIONS, (2) CONFIRM WHETHER ALL DIMENSIONS ARE AS SHOWN ON THE PLANS AND (3) CONFIRM WHETHER THE SOIL SHALL BE STABILIZED TO PREVENT EROSION. EROSION CONTROL MEASURES,IF REQUIRED DURING CONSTRUCTION, SHALL BE IN CONFORMANCE THIS DRAWING IS COPYRIGHTED AND IS WORK MAY BE ACCOMPLISHED AS SHOWN. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE WITH THE LOCAL GUIDELINES FOR EROSION AND SEDIMENT CONTROL THE SOLE NEIT ISPRODUCEDOPERTY SOLELY OFFORUSEWNEBYTHE CONSTRUCTION MANAGER. 8. THE SUB -GRADE SHALL BE COMPACTED AND BROUGHT TO A UNIFORM GRADE PRIOR TO FINISHED SURFACE APPLICATION. REPRODUCTION OR USE OF THS6DRAWING 3. A 20-FOOT HORIZONTAL CLEARANCE DISTANCE SHALL BE MAINTAINED FROM ALL EXISTING POWER LINES. AND/OR THE INFORMATION CONTAINED IN 9. BACKFlLL SHALL CONSIST OF CLEAN SAND FILL APPROVED FOR USE BY THE ENGINEER. NO UNAPPROVED MATERIAL WILL BE ALLOWED. CLEAN SAND IT IS FORBIDDEN WITHOUT THE WRITTEN 4. THE CONTRACTOR'S USE OF A CONSTRUCTION STAGING AREA SHALL BE COORDINATED WITH THE OWNER WELL IN ADVANCE FILL SHALL BE FREE OF ALL ROOTS, BOULDERS, OR OTHER DELETERIOUS MATERIAL PERMISSION OF THE OWNER. OF THE CONSTRUCTION START DATE. 10. THE CONTRACTOR SHALL RESTORE ALL DISTURBED AREAS TO EQUAL TO OR BETTER CONDITION THAN ORIGINAL 5. LABOR, MATERIAL, TOOLS, EQUIPMENT, TRANSPORTATION AND TEMPORARY POWER SERVICES NECESSARY FOR AND INCIDENTAL TO COMPLETION OF ALL WORK SHALL BE PROVIDED AS INDICATED ON THE DRAWINGS AND/OR AS SPECIFIED HEREIN. 11 SITE SIGNAGE SHALL BE PROVIDED IN ACCORDANCE WITH THE TECHNICAL SPECIFICATIONS FOR SUCH SIGNAGE AS MAY BE CONTAINED IN THESE LABOR AND MATERIALS SHALL BE FURNISHED AS REQUIRED FOR COMPLETE SYSTEMS, INCLUDING ALL ELEMENTS OBVIOUSLY DRAWINGS. OR REASONABLY INCIDENTAL TO A COMPLETE INSTALLATION, WHETHER OR NOT SPECIFICALLY INDICATED ON THE PLANS. • ° ° SITE WORK NOTES 2 6. FOR TASKS REQUIRED TO BE PERFORMED BUT NOT CLEARLY DEFINED OR IDENTIFIED BY THE CONTRACT DOCUMENTS, THE Telecom CONTRACTOR SHALL NOT START WORK ON SUCH TASKS WITHOUT HAVING RECEIVED WRITTEN AUTHORIZATION FROM THE CONSTRUCTION MANAGER TO PROCEED. 1. MATERIAL: A. ALL STRUCTURAL STEEL WORK SHALL CONFORM TO THE LATEST EDITION OF THE RISC "STEEL CONSTRUCTION MANUAL". 13067 TELECOM PARKWAY 7. THE DRAWINGS ARE DIAGRAMMATIC AND INDICATE THE GENERAL ARRANGEMENT OF SYSTEMS AND EQUIPMENT UNLESS TAMPA. RCRIDA 3363E OTHERWISE INDICATED BY DIMENSIONS OR DETAILS. EXACT EQUIPMENT LOCATIONS MAY BE MODIFIED AS REQUIRED BY B. ALL STRUCTURAL STEEL WF BEAMS SHALL BE ASTM A992 AND "HOT DIPPED" GALVANIZED IN ACCORDANCE WITH ASTM A123 AND ASTM A153 (813) 514-9880 ACTUAL FIELD CONDITIONS. IF THE SPECIFIED EQUIPMENT CANNOT BE INSTALLED AS SHOWN ON THESE DRAWINGS, STANDARDS. CERTFICATE OF AUIHORIZAnON 29214 CONTRACTOR SHALL PROPOSE AN ALTERNATIVE INSTALLATION FOR APPROVAL BY THE ENGINEER AND THE CONSTRUCTION MANAGER. C. ALL STRUCTURAL PLATES, ANGLES, AND CHANNELS SHALL BE ASTM A36 AND 'HOT DIPPED' GALVANIZED IN ACCORDANCE WITH ASTM Al 23 AND ASTM A153 STANDARDS. 8. THE CONTRACTOR SHALL OBTAIN, PAY FOR AND DELIVER ALL REQUIRED PERMITS, CERTIFICATES OF INSPECTION, INCLUDING UTILITY CONNECTION FEES, ETC., REQUIRED BY THE AUTHORITIES HAVING JURISDICTION AND SHALL DELIVER SUCH D. ALL TS MEMBERS SHALL BE ASTM A500 GRADE 8 (Fy=46ksi), AND "HOT DIPPED" GALVANIZED IN ACCORDANCE WITH ASTM A123 AND ASTM \ / DOCUMENTS TO THE OWNER PRIOR TO FINAL ACCEPTANCE OF THE WORK. A153 STANDARDS. \✓/ 9. THE CONTRACTOR'S OPERATIONS SHALL BE CONFINED TO AREAS OF NEW CONSTRUCTION. E. ALL STRUCTURAL PIPE MEMBERS SHALL BE ASTM A500 GRADE B (Fy=42ksi), AND "HOT DIPPED* GALVANIZED IN ACCORDANCE WITH ASTM A123 verr�nwireless AND ASTM A153 STANDARDS. 10. ALL NECESSARY PROVISIONS SHALL BE MADE TO PROTECT EXISTING IMPROVEMENTS, PAVING, CURBS, GALVANIZED F. ALL NON-STRUCTURAL PIPE MEMBERS SHALL BE ASTM A53 GRADE B. AND "HOT DIPPED- GALVANIZED IN ACCORDANCE WITH ASTM A123 AND SURFACES, ETC, AND THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO SAME RESULTING FROM THE CONSTRUCTION WORK. ALL DISTURBED AND DAMAGED AREAS SHALL BE RESTORED TO THEIR ORIGINAL CONDITION OR ASTM A153 STANDARDS. 7/7 YAMATO ROAD BETTER UPON COMPLETION OF ALL WORK TO THE SATISFACTION OF THE CONSTRUCTION MANAGER. sun600 BOLA RATON, FLORIDA 33431 11. THE FOLLOWING CLEANUP TASKS SHALL BE PERFORMED AS FOLLOWS: (1) ON A DAILY BASIS, KEEP THE GENERAL AREA 2. DESIGN, FABRICATION, AND CONSTRUCTION OF ALL CONNECTIONS SHALL CONFORM TO AISC STEEL CONSTRUCTION MANUAL CLEAN AND HAZARD FREE, REMOVING ALL WASTE, DEBRIS AND TRASH FROM THE SITE AND DISPOSING OF SAME IN A LEGAL MANNER. (2) UPON COMPLETION, LEAVE THE PREMISES IN A CLEAN CONDITION AND FREE FROM PAINT SPOTS, DUST, OR SMUDGES OF ANY NATURE. 3. WELDING: �/ 12. ALL EQUIPMENT AND MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH THE RESPECTIVE MANUFACTURER'S A ALL WELDS, WELDERS, AND WELD INSPECTIONS SHALL CONFORM TO THE REQUIREMENTS OF AWS D 1.1. LATEST REVISION. \ \\ T // RECOMMENDATIONS EXCEPT WHERE IT IS SPECIFICALLY INDICATED OTHERWISE IN THE CONTRACT DOCUMENTS OR WHERE B. ALL WEIRS SHALL BE MADE WITH E70XX LOW HYDROGEN ELECTRODES. Zj LOCAL CODES OR REGULATIONS TAKE PRECEDENCE. - C. ALL STEEL SHALL BE SPRAY GALVANIZED AFTER WELDING. �� - �r'EH " 13. ALL WORK PERFORMED AND MATERIALS INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES, • �� REGULATIONS AND ORDINANCES. THE CONTRACTOR SHALL GIVE ALL NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, 4. ALL BOLTS SHALL BE GALVANIZED '/.' DIAMETER, A325-N, UNLESS NOTED OTHERWISE AND TIGHTENED TO A "SNUG TIGHT" CONDITION AS DEFINED lE . RULES, REGULATIONS AND LAWFUL ORDERS OF ANY PUBLIC AHAVING JURISDICTION OVER THE PERFORMANCE OF D IN ACCORDANCE WITH ALL APPLICABLE MUNICIPAL THE WORK. MECHANICAL AND ELECTRICAL SYSTEMS SHALL BE INSTALLED BY RISC. SECURE NUT WITH LOCKING WASHER. (/ � AND UTILITY COMPANY SPECIFICATIONS AS WELL AS LOCAL AND STATE CODES, ORDINANCES AND APPLICABLE REGULATIONS..e�" 5. ANCHOR BOLTS SHALL CONFORM TO ASTM A307, UNLESS NOTED OTHERWISE. Q • 'f/ATE OF A 14. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK AT ALL TIMES, USING THE BEST SKILLS AND ATTENTION. HE SHALL BE SOLELY RESPONSIBLE FOR ALL OF THE CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND f 4. 6. THE CONTRACTOR/STEEL FABRICATOR SHALL LOCATE ANY REINFORCEMENT IN THE STRUCTURAL MEMBERS IN SUCH A MANNER SO THAT THERE WILL PROCEDURES AND FOR COORDINATING ALL PORTIONS OF THE WORK, INCLUDING CONTACT AND COORDINATION WITH THE CONSTRUCTION MANAGER AND WITH THE OWNER'S AUTHORIZED REPRESENTATIVE. NOT BE CONFLICT WITH THE REINFORCEMENT WHEN INSTALLING ANCHORS. THE ANCHORS SHALL BE INSTALLED PER THE MANUFACTURER'S O INSTRUCTION. JAM �/ Ak FYN ��3BOS 15. WITHIN TEN (10) WORKING DAYS AFTER PROJECT COMPLETION, THE CONTRACTOR SHALL PROVIDE A COMPLETE SET OF 7. THE CONTRACTOR/STEEL FABRICATOR SHALL CONFORM TO THE MINIMUM EDGE DISTANCE REQUIREMENTS IN ACCORDANCE WITH THE AISC MANUAL OF AS -BUILT DRAWINGS, SWEEP TEST, CYLINDER TESTS, LIEN RELEASES, AND OTHER CLOSEOUT DOCUMENTATION AS REQUIREDSTEEL BY THE OWNER. ALL SYSTEMS SHALL BE COMPLETELY ASSEMBLED, TESTED, ADJUSTED AND DEMONSTRATED TO BE READY CONSTRUCTION. FOR OPERATION PRIOR TO THE OWNER'S ACCEPTANCE BAGGETT 8. ALL STRUCTURAL STEEL SHALL FABRICATED TO PIT AT BOLTED CONNECTIONS WITHIN lfa INCH TOLERANCE. STRUCTURAL STEEL SHALL NOT BE TA WITHOUT FLAME CUT UNDER ANY CIRCUMSTANCES WffHOUT APPROVAL OF THE ENGINEER. #68838 9. THE CONTRACTOR/STEEL FABRICATOR SHALL CAP OR SEAL ALL PIPES AS REQUIRED TO PREVENT RAINWATER INTRUSION. 10 CT LSUBMIT SHOP FOR PRIORANY LLDRAWINGSTSN- A �FIELD 015HEEfE COUNTY) FRICATOR OR SPLICES AREW OPTION,FIELDERECTON PURPOSES. IF FIELD USEDa TIHE SHOP SPBE JJE 0 L$ NAME PROPOSEDTHE OR LICESSED 11. AT THE CONTRACTOR'S OPTION, SHOP WELDS MAY BE USED INSTEAD OF FIELD WELDS. NOTES 12. SUBMIT ORIGINAL SHOP DRAWINGS, INCLUDING COMPLETE DETAILS, SCHEDULES OF FABRICATION AND ASSEMBLY, PROCEDURES, AND DIAGRAMS. INCLUDE DETAILS OF CUTS, CONNECTIONS, CAMBER, HOLE, AND OTHER PERTINENT DATA INDICATE WELDS BY STANDARD AWS A2.1 AND A2.4 SHEET NUMBER SYMBOLS, AND SHOW SIZE, LENGTH, AND TYPE OF WELD. PROVIDE SETTING DRAWINGS, TEMPLATES, AND DIRECTIONS FOR INSTALLATION OF ANCHOR BOLTS AND OTHER ANCHORAGES TO BE INSTALLED AS WORK OF OTHERS' SECTIONS. C1 GENERAL NOTES 11 1 STRUCTURAL STEEL NOTES 13J EXISTING WAVEGUIDE BRIDGE (TYP. OF 4) EXISTING ELECTRICAL H—FRAME WITH METER CENTER EXISTING AT&T EQUIPMENT SHELTER TOWER EXISTING GRAVEL THROUGHOUT COMPOUND EXISTING ACCESS " EXISTING AT&T GATE EXISTING VERIZON WIRELESS UTILITY METER EXISTING SPRINT/NEXTEL EQUIPMEN T RR SHELTER EXISTING VERIZON WIRELESS EQUIPMENT SHELTER A/C I I A/C Im DIESEL GENERATOR ON CONCRETE PAD EXISTING VERIZON WIRELESS DIESEL GENERATOR ON CONCRETE PAD NOTE: INFORMATION FOR COMPOUND DETAIL TAKEN FROM A SITE WALK PERFORMED BY CALTROP TELECOM ON 01-08-15. REV DATE DESCRIPTION 0 09/29/15 FINAL CONST. PLANS PROJECT NO: 151012.D1 DRAWN BY, T. STLVENS PROJECT Mu GER, M. BURNS CHECKED W.- I. BURNS THIS DRAWING IS COPYRIGHTED AND IS THE SOLE PROPERTY OF THE OWNER. N IS PRODUCED SOLELY FOR USE BY THE OWNER AND ITS AFFILIATES. REPRODUCTION OR USE OF THIS DRAWING AND/OR THE INFORMATION CONTAINED IN R IS FORBIDDEN WITHTHE WRITTEN PERMISSION OF THE OWNER. Telecom 13067 TELECOM PM"AY TAMPA. R)RIM 33837 (813) 514-9880 CERTFICATE OF AUTHORIU110N 29214 VelTZOnwireless n] Y"TO ROAD SUITE 600 BOLA RATON. FLORIDA 33431 el y , A F 4 JAM�. k.1 ``SE 63808 BAGGETT tN838 Wft)PI ORANGE AVENUE FO PIERCE, FLORIDA 34945 (ST. LUCIE COUNTY) SHEET NAME COMPOUND DETAIL SHEET NUMBER C2 COMPOUND DETAIL SCALE AS NOTED 1 1 ) 30' 0' 15' 30' FOR 24'x36' DRAWINGS GRAPHIC SCALE: 1' = 15' - -- "-- — — --- FOR 11'x17' DRAWINGS GRAPHIC SCALE: 1' = 30' EXISTING STROBE LIGHT ELEV. = 2-2 ALL �TOP OF TOWER = 250' AGL .'—Baggett EXISTING VERIZON WIRELESS ANTENNAS _ 146406 RAD CENTER ELEV. = 247' AGL ANTENNA LAYOUT [option 229_B1 Canfi¢uratt•ni29 B REV DATE DESCRIPTION 0 09/29/15 FINAL CONST. PLANS PROJECT NO.: 151012.01 DRAWN BY: T. STEVENS PROJECT MANAGER: M. BURNS CHECKED BY: M. BURNS AM LTE4ARx )n P X7CQAP P6 LTE A TES SOLE DRAWPROPERTY OF THING IS HE OWNER D AND IT 700 LTE2x4 IS PRODUCED SOLELY FOR USE BY THE ss as as as OWNER AND S AFFILIATES. PWAws PWAMa 1x HvMd aabl e(6 ec[or REPRODUCTION OR USE OF THIS DRAWING lx Nybrid Cable (fizl2 min) AND/OR THE INFORMATION CONTAINED IN 12 maz R IS FORBIDDEN WITHOUT THE WRITTEN PERMISSION OF THE OWNER, ate® amAaso NOTE OVERALL STRUCTURAL HEIGHT PER FCC IS 256.89' AGL Tn TMA Smart Bias -Ts needed Telecom 13067 TELECOM PARKWAY TAMPA FLORIDA 3307 _ (813) 514-9880 SHELTER CERDncAm OF AO ORI}ATION 29214 NOTE: EXISTING ER ANTENNAS \ / 1. FOR ANTENNA MOUNTING AND COAX EXISTING CENTER AN = 145' AGE \✓/ ROUTING, SEE TOWER STRUCTURAL ANALYSIS BY B+T GROUP DATED _ _ 01-27-15. 740 _ EXISTING SPRINT ANTENNAS . `: ■ e _ . RAL?10wireless HAD CENTER ELEV. = 130' AGL 777 YAMNM ROAD SUI E 500 BOC4 RATON, FLORIDA 33431 \ T. ICEIy:,,r�iy// GELLUWtd50 MI¢ Replam BemW9AM,v�B PCB41P1AWBPNT: atltl6 NesfarllEantl RRU,ekbrAWS y ��� TT 3ti' PCS1900 Nhc ReWa3fiesssfin9ANT,�iBifi FOBAIElAW6ANT; edtlfi Wie6forLTEaMPRU,dehrAWB T • 0.63 { a � LTEiaOIIBs Regare6emen0AM.eim6 PC6ATEIAWSANi:atltl6wes MLTEaMRRU.eGb1AW8 1f/V ) _� EXISTING 250' SELF—SUPPORT TOWER A.&21NYnc Re{Ja¢Be9PM.•vbfi PCSLTEIAWBANT;etltl BtinesbrLTEaM RRU,deWAWS �i/ i 11 Q •'��RIDA,G`���� EXISTING VERIZON WIRELESS JAME OF��7� F ohC,53808 10 WAVEGUIDE BRIDGE EXISTING VERIZON WIRELESS BAGGETT EQUIPMENT SHELTER FILE EXISTING 8' CHAIN LINK NOTES: 838 FENCE 1. VERIZON WIRELESS CURRENCY HAS (6) 1' COAXIAL CABLES INSTALLED. A AVENUE F E. - ORIDA 34945 2. ADD (6) COMMSCOPE E15R05P19 TMA'S. T. Luc •CoOurY) 3. (12) OBC-7CAP DIPLEXERS TO REMAIN. NOTE: SHEET NAME ®® 4. REQUEST CURRENT RFDS BEFORE INSTALLATION. 1 RREV.0 — DNA DIAGRAMS TED 1Z/2222/1B4ASED ON REDS TOWER ELEVATION & DETAILS SHEET NUMBER TOWER ELEVATION SCALE AS NOTED 1 RF PLUMBING DIAGRAM — OPTION PCS/AWS — 229_B ,, 2 C4 (6) EXIZON WISTING VE ANEL WIRELESS PANEL 0 o P ANTENNAS ��� hA, (TYP. 2 PER SECTOR) ^. A-1 ANTENNA DOWN TILT MECHANISM 1j�'6 �I to - 7 - LTE 9 SECTOR 3 A 270• 1V 247' AGL U-BOLT (SITE SPECIFIC) C 3 A-3 H FM — _ FM FW REV DATE DESCRIPDON 0 09/29/15 FINAL CONST. PLANS PRQIECT NO.: 151012.01 DRAWN BY: T. STEVENS PROJECT MANAGER: M. BURNS CHECKED BY: M. BURNS PROPOSED ANTENNA CSS EMPTY ANTENNA MODEL# X7CQAP-665-VRO THE SSOLE PROPERTY OF DRAWING IS ITHE EOWNR.D AND I IT MOUNTING PIPE (TYP. OF 2 PER SECTOR) `o `o IS PRODUCED SOLELY FOR USE BY THE C-2 OWNER AND TTS AFFILIATES. (TYP. OF 1 PER EXISTING n n REPRODUCTION OR USE OF THIS DRAWING SECTOR) SELF-SUPPORT AND/OR THE INFORMATION CONTAINED IN TOWER — — ® ® ITS PERMISSEN ION OPHOUT THE THE OWN RRTUEN U-BOLT '• ' •• (SITE SPECIFIC) ANTENNA MOUNTING KIT PROVIDED BY ANTENNA MANUFACTURER PROFILE VIEW SECTOR 3 B-1 s T®lecom 9 270' Al 247' AGL C-1 13067 TELECOM PAPKIYAY YC CSS MODEL X7CQAP-665-V - TAMPA. RAR10A 33637 ! - • (813) 514-9880 B-2 FRONT VIEW BACK VIEW cDmRaTE OF AUTHOR AnON 29214 DIMENSIONS (LzWzD)............ 72.O'x14.6'x8.1• s Fc+�l,� ANTENNA WEIGHT ............ 53.6 LBS NOTE - NOTE �.`ro. oP BRACKET WEIGHT ............ 18.2 LBS CONTRACTOR TO VERIFY EXISTING PIPE EXISTING ANTENNAS TO BE REMOVED AND B-3 v `' FREQUENCY 698-896 MHZ - MOUNTS ARE SUFFICIENT FOR PROPOSED REPLACED. SEE DETAIL BELOW. ! 1710-2170 MHZ ANTENNAS PRIOR TO CONSTRUCTION. \✓/ EXISTING ANTENNA LOCATION DETAIL NTs 1 ANTENNA DETAIL - PCS/AWS NTS 3 verMnwireless (6) PROPOSED CSS X7COAP-665-VRO PANEL 777 YAMATO ROAD ANTENNAS (TYP. OF 2 PER A_11 y�04 90u RAToµ SUITE 33431 SECTOR), WITH (6) 1%- COAX G'G7 P CABLES. (TYP. OF 2 PER ® 263 1Yp EXISTING ANTENNA SECTOR) T. 5 sEc%R" 3 A-2 Qy�� k ' CEN 270• N 247' AGL RRU POLE MOUNTING C-3 BRACKET PROVIDED *� ' N • B 44`<r A-3 \ BY MANUFACTURER (TYP.) i 3f L PROPOSED RRUS 12 4 EMPTY ANTENNA MOUNTING PIPE C-2 (TYP. OF 1 PER EXISTING �� ��� �j „IDA�.•��f/\\ SECTOR) SELFTOWER -SUPPORT P JAMES E d.lJ.l't� � c 1F \ • . FEN �[J4.I SE 63808 (3) PROPOSED RRUS 12 ` w/A2 MODULE BAGGETT (TYP. OF 1 PER SECTOR) >� 1 PCS/AWS 9 SECTOR 3 e 6$$3$ 2B-1 �q It- 247'' AGL tOO e]01 ORANGE AVENUE C-1 1 09 FORT PIRCE, FLORIOA 34945 >�tSQ NOTES: (ST. LUCIE CODNTY) t' 1. PROPOSED RRUS 12 W/A2 MODULE TO BE B-2 9! POSED A2OMODULE INSTALLED IN ANTENNA POSITION 1 (TYP. SHEEP NAME EACH SECTOR) �FKul 2. EXACT LOCATION OF PROPOSED RRUS AND ANTENNA DETAILS 3' 09 OVID BOX TO BE DETERMINED IN FIELD 9-3 ' Pp`P DURING INSTALLATION AS NOT TO yC INTERFERE WITH TOWER CLIMBING OR SHEET NUMBER � COAXIAL CABLE LADDER. PROPOSED ANTENNA LOCATION DETAIL NTs 2 RRU PIPE MOUNT DETAIL Nrs 4 C5 ..: — _.,. — is :tEii; `-rr;, _'4 ��s '. — .Y —r V iT' '�i -'1 : "��' .,t is '.. _'..41r:, y . #':;liti`'a 't �` 'REV DATE DESCRIPTION 0 09/29/15 FINAL CONST. PLANS Pm Can PROPOSED CONFIGURATION 1aw66 RF ENGINEERING ANTENNA SPECIFICATION SHEET e a ' � NO CELLULARSENVICE AIPXA BETA,. GIIEWA- MtennaCuvP,M1y�"�-^`. Mtelw Nedel _ MleniM GfimfaCm Mhma Cenler5ne (Tetl AGL) NeedankN OasmiAYlOep. - - - . OipM[ed Mtrnm NO NO NO OipMI&IdblN .� 0 NO NO NO TN pp..® 0 NO NO x0 coNIN cpatlal TYPa Cpaahl0w CaPSNe NunMBPW 4d6 PCSIPoOMHa ANTENNACONFIGURATNAVS - EvAnpClNnpM ALPHA BETA GAMMA MtmaaOuvtley 1 1 t Nmla Ypdel IOe0AP VRo IITCOAPd5SVR0 )7COAN6SVR0 AnbmMOMnta5ml w IN ITO Ante. .(fxiAGU - 247 247 w RepommmdMDa0ipl GawMTO Oa9.) 1 2 2 2 wpM mMlema YES YES YFS Oi NGtlel oN: 6 OB4TCAP - OBOTCAP OBO)CAP TWAMOdeI _ Dry: 0 NO NO NO C .IT ISM- IN- tm' COatld Gu.bty 2 2 2 PCSSde NY &Pm 406 LTE]OOMH2ANTENNACONFIGURATION3 ' EaisM9CNmged ALPHA BETA G0.161A ednaOeannuly - 1 1 t Mhnnaxodal. w.. R70OAPE6SVR0 KTCOAP4BS00 ACOAPi6SVR0 Mlenna0rkn60pn m 150 247 ' Adeglla CeINI MAGLI "- I41 24) 24) Repwnmended ENdNtiiOmNnrtll .). 4 a 4 a-10 Mana - YES YES YES TI1ANk Model 6 OBOTCAP OB"EI GBOTGAP TNAN - 6 Cpmmicope ElSROSPI9 CamlrmmlM E15ROSP19 GmmapI E-SROSPI9 Comtlal e. TY 16'0' 1N0' 158' eoaval.OuaelWy I 2 1 OUt QGMm - Dry' UE Site NmvM BPNs 1 LTE 1006IItilAW51ANT NNA COtliIGURA110N6 .ALPHA NewBeMa - BETA GAIMIA IV Guam'ay 6 - 0 - 4 M'enn Motley VCWA $VRO ATc0APUt VR0 A)LOAP mwo Mmaaa O�ienlNum u IN era .CeebdEle. A 247 247 247 ReeommcrAetl EteClflCal O6wmTrk(Oa9.l� 2 2 2 M,II An4eea NO NO NO pknr.Mptlel 0 - NO - NO NO TMAModel- G1y!: - 6 No No No Ca Typo HYS C&M(Fiber6Pmror) HyMdCdkuTfl Merl Hy0Mea0N FdieBP Caa - a 0 n e�It9 �.S AM,&Mu&PNs r0pTrOW2tp0 �diElA6 1- IWTEX RedacefietlaOng PNT.wi1N6PLShTBAW6ANT. atltl6Mesbr LiEantl RRU,ecbrAWS CORK Ozhultl&fi', ]N'br 10o'lohl rvnz DIFLE(EIt12 T COMMENTS, Smart Bhsra needMbr LTE' EOUPNENf SUMMARY - - - Ni ,Ta TddNumNaolAmnmas: N.X 3 (iwo650Y21x1^TdWNieMaaTCavMi:w PFR 11900MXy - Ta1N NumhardCoaNN:- 6 8 ' - Tp NVm0erplAde .::. 3 LYEBOOMHa Tp NumEttoTGdsaul: 6 P®TC61N�beral buWs: _ 0 0 TOTALANTENNACWNT: 6 TOTAL TOTALCOAIUALCdITR: 12 J8�21�CFICS NO iXc=,.tea' YCELLULARISSOMXz) CKS Coatl 0 DOlpNxed:RAts^`W,§w'•' PCS eaetl:. YES 19W SS PCSepadN51>E--. LTEOiPleaeil:. _.. Ye LTEI)OOMHa' LT LTECaalal SUc IN- 18'8' �AWSDipbxed: No - �AWSI2tB5MH21 �AYiGcoanN Sha 11 dd Ma WBr6PpNb TOTALOIPLEKERCOUNT-. 12 cOMBOYERSETNEEOEDATBR" DSC1TNBTSRar IIIu6i:NNO TOTALOULCGUNr. 0 Tptal: 6WTIIB1NEgt2GNK6TW TUTALTWCOUNI' 6 Tower Top Protection for Remote Radio Heads �© PROJECT NO.: 151012.01 DRAWN BY: T. STEVENS RMIOS PROJECT MANAGER: M. BURNS CHECKED BY; M. BURNS THIS DRAWING IS COPYRIGHTED AND IS THE SOLE PROPERTY OF THE OWNER. R 1 ,• ❑ �•� I IS PRODUCED SOLELY FOR USE BY THE /( a OWNER AND US AFFILIATES.. REPRODUCUSE OF THIS DRAWING HE AND/DR INFORMATION CONTAINED IN RBI IT ISWITHOUT WRITTEN PERMISSION OFT E OWNER. �v " I Telecom .< 13067 TELECOM PARKWAY IMP TP (B1 FL514- 80 RYi i (R13) 514-9880 • � CERIIRGTE OF AUIHORIIAIION 29214 RRFDCJ3I5-PF-0e I Rrse GaaaV>e� �vn¢P�Re} R I00ar�etlad pQ h) � ////O i verrZO wireless i OC Pceer Bus Br5 TTT sun n 600 BOG MttIN. FLORIDA 33431 NOTE CONTRACTOR TP ADD (1) OVP UNIT INSIDE EXISTING VERIZON WIRELESS NOTE: EQUIPMENT SHELTER & (1) OVP BOX IN A CENTRAL LOCATION AT VERIZON 1 RAENTVENNA 0 — DATEDIAGD 12/22/1B4ASED ON RFDS WIRELESS RAD CENTER. SEE ENLARGED DETAIL BELOW. OVP DIAGRAM Mrs 2 ;� 63 :f FRONT SIDE BOTTOM OF I 15.73" 1.61" AL ENG� u noJAM' 91 PIE! 'FL LICENSE 6380E Ono I CA% 0 o BAGGETT O N . N #68838 8701 ORANGE AVENUE FORT PIERCE, FLORIDA 34945 (ST. LUCIE COUNTY) NOTE 1. ANTENNA DIAGRAMS ARE BASED ON RFDS O SHEET NAME REV.O — DATED 12/22/14 NOTE RFDS & RF veNun WlrelOU CprlfldeMbl 1zm2014ssT AM 1. EXACT LOCATION OF PROPOSED RRU 10.25" AND OVP TO BE DETERMINED IN FIELD OVP DIAGRAM DURING INSTALLATION AS NOT TO INTERFERE WITH TOWER CLIMBING OR SHEET NUMBER COAXIAL CABLE LADDER. RFDS — PROPOSED CONFIGURATION NTS 1 ENLARGED OVP DETAIL — MODEL RRFDC-3315—PF-48 Mrs 3 C7 GPS ANTENNA 3/8.0 GALVANIZED ALL —THREAD (TYP) ANTENNA COAX CABLES SELF—SUPPORT 1 5 8 DIN —FEMALE CONNECTOR ON COAX / _ WAVEGUIDE BRIDGE TOWER SURGE PROTECTOR (TYP.) EXISTING WAVEGUIDE 7/16 DIN —MALE CONNECTOR ON JUMPER (TYP.) LADDER ANTENNA COW( JUMPER N OF SB L2x2x1/4 24' LONG W/HOLES CABLE IT TO LOWER TOWER SOLID COPPER DRILLED FOR SNAP IN HANGERS ®4' O.C. :NGTROUND BAR GROUND BAR. TOP AND MIDDLEEQUIPMENTMOUNTED SI%) TOWER GROUND BARS NOT SHELTER 7/T6 ANTENNA COAXIAL GROUNDS SHOWN BUT ARE SIMILAR. DIN —MALE w o CONNECTOR ANTENNA COAXIAL GROUND BAR BOND CONDUCTOR TO m W ON JUMPER GROUND BAR USING 2-HOLE BOLTED LUG LUG. ANTENNA CABLE (SIX SHOWN) w #2 AWG BARE, TINNED, SOLID ww CCOPPER CONDUCTOR, SLEEVED i 4 IN 3/4' PVC. (2) #2 AWG TINNED FINISHED TOWER FOUNDATION. SOLID COPPER IN 3/4' GRADE CONDUIT EJ(OTHERMICALLY 1P WELDED TO GROUND RING EXOTHERMIC WELD TO BURIED GROUND RINGS. CONNECTIONS TO GROUND RING SHALL BE AS DIRECT AS POSSIBLE WITH GRADE MINIMUM BENDS. AWG TINNED SOLID • #2 /\/ ° ��/ COPPER EXOTHERMICALLY I\/ DOMED \� CAPS WELDED TO GROUND RING ` TYPICAL TOWER EXIT BAR DETAIL NTS1 1 WAVEGUIDE MOUNTED GROUND BAR DETAIL NTsj 2 36' GALV. SCREWS INSULATOR SITE PRO 1 PART# INS38—K Yi x4'x12' OR Y4'u4'x20' OR APPROVED EQUIVALENT BUS BAR SITE PRO 1 PART #'S MG41236 (TYP.) %'XY4" SS BOLT EXTERIOR GROUND MC42051 (MGS) 0 RING, #2 SOLID, BARE, THINNED NO SLAG OR COPPER GROUNDING DEFORMITIES ALLOWED CONDUCTOR EXOTHERMIC WELD 0 8 0 (THERMOWELD 0® OR EQUIVALENT) OT) P ®0800 00® T—WELDS ALLOWED. 00® 0®a000®. 008 OUNTTING BRAA ppp F�SITE PRO1PMUDD ""OPY ORAPPROVED EO MINIMUM BENDING RADIUS 45 DEGREES, TYPICAL . JUMPER, #2 SOLID, BARE, TINNED COPPER GROUNDING CONDUCTOR SS LOCK WASHER SS BOLT #2 AWG TINNEDWIRE LEAD SS ANGLE ADAPTOR SITE PRO 1 PART# LEAD SHOWN FOR CLARRY MG—ADAP—K TO APPLY rCOrLCTOR OR APPROVED EQUIVALENT RSHIELD OR NO—OX (TOWER MOUNTING KIT) EXOTHERMIC WELD DETAIL NTS 3 TYPICAL GROUND BAR M 4 REV DATE DESCRIPTION 0 09/29/15 FINAL CONST. PLANS PROJECT NO.: 151012.01 DRAWN BY: T. STEVENS PROJECT MANAGER: M. BURNS CHECKED BY'. M. BURNS THIS DRAWING IS COPYRIGHTED AND IS THE SOLE PROPERTY OF THE OWNER. IT IS PRODUCED SOLELY FOR USE BY THE OWNER AND ITS AFFILIATES. REPRODUCTION OR USE OF THIS DRAWING AND/OR THE INFORMATION CONTAINED IN IT IS FORBIDDEN WITHOUT THE WRRTEN PERMISSION OF THE OWNER. 10 Telecom 13067 TELECOM PARKWAY TAMPA. BDRIDA 33637 (813) 514-SB80 CERDRGTE OF AU7HOW2ARON 29214 ver&onwireiess n7 YAMATO ROAD SURE 600 BOCA RATON, FLORIDA 33431 I I T. BAGGETT #68838 8701 ORANGE AVENUE FORT PIERCE. FLORIDA 34945 (ST. LUCIE COUNTY) SHEET NAME GROUNDING DETAILS SHEET NUMBER E1