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HomeMy WebLinkAboutPLANSVERIZON SITE NAME ;' - s---- SCANNED BY ATEMMM SPAIN TOWER —0� VERIZON SITE NUMBER 1011N• GETEAICK PEQ. oALD #62713 Ft --- SIDES s ELEC: VERIZON WIRELESS CELL #62 , cr(a sloes I DATE: $ St. Lucie County PLUMB: aet;� m VerlZOnwirelessDATE DATE: 6189 NORTH US-1 ZNG. MECH: FOR PIERCE, FLORIDA 34951 TECH I I : (ST. LUCIE COUNTY) �� _ AWS/PCS ANTENNAS AND COAXIAL CABLE ADDITION ON A EXISTING 480.0' GUYED TOWER LOCAL MAP SCOPE OF WORK DESIGN CRITERIA INDEX OF DRAWINGS THE INSTALLATION OF AWS/PCS ANTENNAS AND COAXIAL CABLES TO EXISTING 480' GUYED TOWER. DESIGN WIND SPEED: 158 MPH (ULTIMATE 3-SEC GUST) 122 MPH (NOMINAL 3-SEC GUST) IMPORTANCE FACTOR: 1.0 - EXPOSURE CATEGORY: C RISK CATEGORY: II INFORMATION TAKEN FROM TOWER STRUCTURAL ANALYSIS BY CALTROP TELECOM DATED 06-30-14. SHT. NO. DESCRIPTION REV, NO. T1 TITLE SHEET 0 Cl NOTES 0 C2 COMPOUND DETAIL &BUILDING LAYOUT 0 C3 EQUIPMENT ROOM DETAILS 0 PROPERTY SUMMARY CONTACTS C4 TOWER ELEVATION & DETAILS 0 PROJECT LOCATION (ST. LUCIE COUNTY, FLORIDA) PARCEL #: 1406-413-0003-000-8 LATITUDE: 2T 32' 46.73' N (AS PROVIDED) LONGITUDE: BIT 22' 06.96" W (AS PROVIDED) APPLICANT , VERIZON WIRELESS. 7701 EAST TELECOM PARKWAY TEMPLE TERRACE, FLORIDA 33637 C5 COAX/ANTENNA SCHEDULE 0 El GROUNDING DETAILS 0 JURISDICTION: ST. LUCIE COUNTY PROPERTY OWNER CONTACT: P i LANDLORD: FRANK K. SPAIN ADDRESS: P.O. BOX 1149 CITY, STATE. ZIP: HOBE SOUND, FLORIDA 33475 rlNSfFCTl0NiWffiLBEMAD ' CALTROP TELECOM PM: MARK BURNS R,�IIT MUST BE KEPT O 813-514-9880 . VICINITY MAP APPLICABLE CODES z C-D p \ 1/ �F !_1J(�`'? 1 1 I ca'�� 1TE LnrwnaN l.1 \ ' \\ / ?, 1, $ THE CONTRACTOR'S WORK SHALL COMPLY WITH ALL APPLICABLE 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). 16FSF ?U;P 9 AND AU P.'.nP08F,D WORK S FrpONS NATIONAL ELECTRICAL CODE: 2011 EDITION. �,). 1 r �• . r0�(k�FTHAT ELECTRICAL CODE NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) 70 IT1�V f" TO sn. i,11 )rIj S�nnI .�I1/'d'T�!/{� t/o, 1�L'p :t MECHANICAL CODE MECHANICAL CODE, 5TH EDITION. Cc11YIi�l,fVlll'IY /�.I. J'LaIAJ.1Yi1N46 Y0/7F1V1 . 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 INSTIII (ACI) 318-11 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE: AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC), 14TH EDITION: TELECOMMUNICATIONS INDUSTRY ASSOCIATION (TIA) 222-G, STRUCTURAL STANDARDS FOR STEEL ANTENNA TOWER AND ANTENNA SUPPORTING STRUCTURES: TIA-607-B, COMMERCIAL BUILDING GROUNDING AND BONDING REQUIREMENTS FOR TELECOMMUNICATIONS. INSTITUTE FOR ELECTRICAL AND ELECTRONICS ENGINEERS (IEEE) 81, GUIDE FOR MEASURING EARTH RESISTIVITY, GROUND IMPEDANCE, AND EARTH SURFACE POTENTIALS OF A GROUND SYSTEM: IEEE 1100 (2005) RECOMMENDED PRACTICE FOR POWERING AND GROUNDING OF ELECTRONIC EQUIPMENT. IEEE C62.41, GUIDE ON THE SURGE ENVIRONMENT IN LOW -VOLTAGE AC POWER CIRCUITS (FOR LOCATION CATEGORY -C3" AND "HIGH SYSTEM EXPOSURE"). TELCORDIA GR-1275, GENERAL INSTALLATION REQUIREMENTS: TELCORDIA GR-1503, COAXIAL CABLE CONNECTIONS: ANSI T1.3l 1, FOR TELECOM - DC POWER SYSTEMS - TELECOM, ENVIRONMENTAL PROTECTION. _ - APPROVALS PROPERTY OWNER RF ENGINEER CONSTRUCTIO €RSORATTACHMEHiS SITE ACQUISITION ARTHERESPANSI@ILRYOFTHF ZONING RfM0f11AMOR gompn —Et7iEt3v'rsnr� NETWORK OPERATIONS CONTRACTOR DRIVING DIRECTIONS FROM ST. LUCIE COUNTY, TRAVEL SOUTH ON I-95 AND TAKE EXIT 138 RAMP RIGHT. TURN LEFT ONTO SR-614 EAST. TRAVEL 3.3 MILES AND TURN LEFT ONTO SR-713/NORTH KINGS HIGHWAY. TRAVEL 2.4 MILES AND TURN RIGHT ONTO US-1 SOUTH/SR-5 SOUTH. TRAVEL 0.2 MILES TO SITE ON RIGHT. REV DATE DESCRIPTION 0 1D/12/15 CONSL PLANS ISSUED PROJECT NO.: 130752.43 DRAWN BY: J. HITT PROJECT MANAGER: M. BURNS CHECKED BY: M. BURNS THIS DRAWING IS COPYRIGHTED AND IS THE SOLE PROPERTY OF ME 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. 13067 TELECOM PARKWAY TAMPA FLORIDA 33637 (813) 514-9990 CERTRCATE OF AUTHDRRATON 29214 VOnZ0/7wireless 7701 FAST TELECOM PARKWAY TEMPLE TERRACE. FLORIDA 33637 ST OF T. FEN f�ECLIPI=I ILV LSE SE 63801 SPAIN TOWER 62713 6189 NORTH US-1 FORT PIERCE, FLORIDA 34951 (ST. LUCIE COUNTY) SHEET NAME TITLE SHEET SHEET NUMBER T1 i .'L• '+: .� .f �F..Y t}� .;.l r�.'-fit. F U •_ 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 DRILLING 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, OWNER - VERIZON WIRELESS SUBJECT TO THE APPROVAL OF THE LANDLORD AND/OR LOCAL UTILITIES. _ ENGINEER - CALTROP CORPORATION CONTRACTOR - GENERAL CONTRACTOR (CONSTRUCTION) S. DISTURBANCE TO THE EXISTING SITE DURING CONSTRUCTION SHALL BE MINIMIZED. 2 PRIOR TO SUBMITTING HIS BID THE CONTRACT 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 10/12/15 CONST PLANS ISSUED PROJECT NO.: 130752.43 DRAWN BY: J. HUTPROJECT MANAGER: M. BURNS CHECKED BY: M. BURNS • OR 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 PROPERTY OF THE OWNER. IT CONSTRUCTION MANAGER. IS PRODUCED SOLELY MR USE BY THE OWNER AND US AFFILIATES. 8. THE SUB -GRADE SHALL BE COMPACTED AND BROUGHT To A UNIFORM GRADE PRIOR To FINISHED SURFACE APPLICATION. REPRODUCTION OR USE OF THIS DRAWING 3. A 20-FOOT HORIZONTAL CLEARANCE DISTANCE SHALL BE MAINTAINED FROM ALL EXISTING POWER LINES. AND/OR THE INFORMATION CONTAINED IN 9. 13ACKFILL 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 L 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. B. CONTRACTORFOR TASKS RSHALLOTO BE NOTT START WORK ED BUT ON SUCHTTASKSWITHOUTLY ED OR HAVINGI RECEIVED WRITTENFIED BY THE CONTRACT AUTHORIZATON FROM TTHHE SITE WORK NOTES 2 0=1 T®lecom CONSTRUCTION MANAGER TO PROCEED. - 1. MATERIAL: 7. THE DRAWINGS ARE DIAGRAMMATIC AND INDICATE THE GENERAL ARRANGEMENT OF SYSTEMS AND EQUIPMENT UNLESS A. ALL STRUCTURAL STEEL WORK SHALL CONFORM TO THE LATEST EDITION OF THE AISC 'STEEL CONSTRUCTION MANUAL'. 1357 UDCOM PARKWAY 0 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. cERODcATE OF AUTHDRUATON 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 A123 AND B. THE CONTRACTOR SHALL OBTAIN, PAY FOR AND DELIVER ALL REQUIRED PERMITS, CERTIFICATES of INSPECTION, INCLUDING ASTM A153 STANDARDS. UTILITY CONNECTION FEES, ETC., REQUIRED BY THE AUTHORITIES HAVING JURISDICTION AND SHALL DELIVER SUCH D. ALL TS MEMBERS SHALL BE ASTM A500 GRADE B (Fy=46ksi), AND 'HOT DIPPED' GALVANIZER IN ACCORDANCE WITH ASTM A723 AND ASTM DOCUMENTS TO THE OWNER PRIOR TO FINAL ACCEPTANCE OF THE WORK. A753 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 AND ASTM A153 STANDARDS. voriZonwireiess SURFACES, ETC, AND THE CONTRACTOR SHALL BEE RESPONSIBLE FOR ANY DAMAGE TO SAME RESULTING FROM THE DIPPED' 10. ALL NECESSARY PROVISIONS SHALL BE MADE PROTECT EXISTING IMPROVEMENTS, PAVING, CURBS, GALVANIZED F. ALL NON-STRUCTURAL PIPE MEMBERS SHALL BE ASTM A53 GRADE B. AND 'HOT DIPP" GALVANIZED IN ACCORDANCE WITH ASTM A123 AND CONSTRUCTION WORK. ALL DISTURBED AND DAMAGED AREAS SHALL BE RESTORED TO THEIR ORIGINAL CONDITION OR ASTM A153 STANDARDS. 7701 EAST TELECOM PARKWAY BETTER UPON COMPLETION OF ALL WORK TO THE SATISFACTION OF THE CONSTRUCTION MANAGER. , j��®®®����000NNN //s�►►r-r-..���� TEMPLE TERRACE, FLORIDA 33637 11. THE FOLLOWING CLEANUP TASKS SHALL BE PERFORMED AS FOLLOWS: (1) ON A ONLY BASIS, KEEP THE GENERAL AREA 2. DESIGNFABRICATION, AND CONSTRUCTION OF ALL CONNECTIONS SHALL CONFORM TO AISC STEEL -CT ANI 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: ���\`5 FF�t'q, A. ALL WELDS, WELDERS, AND WELD INSPECTIONS SHALL CONFORM TO THE REQUIREMENTS OF AWS D 1.1, LATEST REVISION. V 'Y,r� 12. ALL EQUIPMENT AND MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH THE RESPECTIVE MANUFACTURER'S ; �C RECOMMENDATIONS EXCEPT WHERE IT IS SPECIFICALLY INDICATED OTHERWISE IN THE CONTRACT DOCUMENTS OR WHERE B. ALL WELDS SHALL BE MADE WITHE70XX LOW HYDROGEN ELECTRODES. i LOCAL CODES OR REGULATIONS TAKE PRECEDENCE. 7 i . 63808 %l C. ALL STEEL SHALL BE SPRAY GALVANIZED AFTER WELDING. N 13. ALL WORK PERFORMED AND MATERIALS INSTALLED SHALL BE IN STRICT ACCORDANCE WTIN ALL APPLICABLE CODES, REGULATIONS AND ORDINANCES. THE CONTRACTOR SHALL GIVE ALL NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, i RULES, REGULATIONS AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY HAVING JURISDICTION OVER THE PERFORMANCE OF 4. ALL BOLTS SHALL BE GALVANIZED '/.' DIAMETER, A325-N, UNLESS NOTED OTHERWISE AND TIGHTENED TO A "SNUG TIGHT" CONDITION AS DEFINED - THE WORK. MECHANICAL AND ELECTRICAL SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH ALL APPLICABLE MUNICIPAL BY AISC. SECURE NUT WITH LOCKING WASHER. S'j'AT} jOr , �` AND UTILITY COMPANY SPECIFICATIONS AS WELL AS LOCAL AND STATE CODES, ORDINANCES AND APPLICABLE REGULATIONS. ���///(((/// \ S. ANCHOR BOLTS SHALL CONFORM TO ASTM A307, UNLESS NOTED OTHERWISE.G�` 14. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK AT ALL TIMES, USING THE BEST SKILLS AND ATTENTION. HESHALL PROCEDURESBEOLELYAND FOESPOORIBLE FOR AALL PORTIONS CONSTRUCTION WORK, EANS,NG CONTACT TECHNIQUES, AND SEQUENCES AND THE 6. THE CONTRACTOR/STEEL FABRICATOR SHALL LOCATE ANY REINFORCEMENT IN THE STRUCTURAL MEMBERS IN SUCH A MANNER SO THAT THERE WILL / ONA�-v�\�� CONSTRUCTION MANAGER AND WITH THE OWNER'S AUTHORIZED REPRESENTATIVE. NOSTRUCTION.NFLICT WITH THE REINFORCEMENT WHEN INSTALLING ANCHORS. THE ANCHORS SHALL BE INSTALLED PER THE MANUFACTURER'S fin II�����\ J ES T. FENNELL P.E. FL LICENSE 63808 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 ALSO MANUAL OF AS -BUILT DRAWINGS, SWEEP TEST, CYLINDER TESTS, LIEN RELEASES, AND OTHER CLOSEOUT DOCUMENTATION AS REQUIRED / BY THE OWNER. ALL SYSTEMS SHALL BE COMPLETELY ASSEMBLED, TESTED, ADJUSTED AND DEMONSTRATED TO BE READY STEEL CONSTRUCTION. FOR OPERATION PRIOR TO THE OWNER'S ACCEPTANCE. SPAN TOWER B. ALL STRUCTURAL STEEL SHALL BE FABRICATED TO FIT AT BOLTED CONNECTIONS WITHIN Xs INCH TOLERANCE. STRUCTURAL STEEL SHALL NOT BE FLAME CUT UNDER ANY CIRCUMSTANCES WITHOUT APPROVAL OF THE ENGINEER. 62713 9. THE CONTRACTOR/STEEL FABRICATOR SHALL CAP OR SEAL ALL PIPES AS REQUIRED TO PREVENT RAINWATER INTRUSION. 6189 NORTH US-1 10. THE CONTRACTOR/STEEL FABRICATOR SHALL SUBMIT SHOP DRAWINGS FOR REVIEW PRIOR To ANY STEEL FABRICATION. AT THE CONTRACTOR'S FORT PIERCE, FLORIDA 34951 OPTION, FIELD SPLICES MAY BE USED FOR ERECTION PURPOSES. IF FIELD SPLICES ARE USED, THE SHOP DRAWINGS SHALL INCLUDE ALL DETAILS (ST. LUCIE COUNTY) FOR THE PROPOSED FIELD SPLICES. SHEET NAME 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 SYMBOLS, AND SHOW SIZE, LENGTH, AND TYPE OF WELD. PROVIDE SETTING DRAWINGS, TEMPLATES, AND DIRECTIONS FOR INSTALLATION OF ANCHOR SHEET NUMBER BOLTS AND OTHER ANCHORAGES TO BE INSTALLED AS WORK OF OTHERS' SECTIONS. GENERAL NOTES 1 STRUCTURAL STEEL NOTES 130 C1 o' 8' 1 GRAPHIC SCALE: 1/8* = 1'-O' FOR it'K17" DRAWINGS GRAPHIC SCALE: 1/16- = 1'-0- EXI`. ON CONCRETE PAD 9 EXISTING VERIZON WIRELESS 500 GALLON PROPANE TANK ON CONCRETE PAD �4 ✓ 'iA s. \+\ — NOTE +\ INFORMATION FOR COMPOUND DETAIL TAKEN FROM A SWALK PERFORMED BY CALTROP TELECOM ON +5-\ O5 30-14. COMPOUND DETAIL SCALE AS NOTED 1 REV DATE DESCRIPTION 0 10/12/15 CONST. PLANS ISSUED PROJECT NO.: 130752.43 DRAWN BY: J. H17 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. Telecom 13057 TELECOM PARKWAY TAMPA. FLORIDA W637 (813) 514-9580 CERTIFICATE OF AUI4OR17ATON 29214 ven7onwireless 77DI EAST TELECOM PARKWAY TEMPLE TERRACE, FLORIM 33637 ISPAIN TOWER 62713 6199 NORTH US-1 FORT PIERCE, FLORIDA 34951 (ST. LUCIE COUNTY) SHEET NAME COMPOUND DETAIL / BUILDING LAYOUT SHEET NUMBER C2 GRAPHIC SCALE 1/2- - 1'-0- FOR 11"K77" DRAWINGS GRAPHIC SCALE: 1/4- = 1'-0- EXISTING EQUIPMENT ROOM COAX PORT -EXTERIOR VIEW r---------------------- EXISTING 2X5 (10) I HOLE COAXIAL CABLE I ®���� . Now EXISTING 2X3 (6) PORT W/ (2(22))SPARES 00000 HOLE PORT WIND SPARES A CABLE L------------------- --- J WAVEGUIDE BRIDGE PROPOSED 2X3 COAX ENTRY PORT (SEE DETAIL THIS SHEET). CONTRACTOR TO INSTALL 6601 DUS41 SHELF W/ KIT INTO EXISTING 6201 CABINET. EXISTING BUILDING EXTERIOR WALL C VERIZON WIRELESS EQUIPMENT LEGEND: 200A. PANELBOARD O1 SERVICE BREAKER O7 O2 UTILITY METER O TELCO BOARD O3 ATS O9 CONDUIT O4 SUB -PANEL 10 BATTERY CABINET O200A. SERVICE DISCONNECT 11 BTS CABINET © MTS 12 6201 CABINET PROPOSED 2X3 COAX ENTRY PORT SITE PRO 1 PART$ E1449 OR APPROVED EQUIVALENT. NOTE CONTRACTOR TO VERIFY PROPOSED COAXIAL CABLE PORT LOCATION PRIOR TO CONSTRUCTION. v NOTE: INSTALL ENTRY PORT PER MANUFACTURE'S SPECIFICATION. INSTALLATION SHALL WEATHERPROOFED. REV DATE DESCRIPTION D 10/12/15 CONST. PLANS ISSUED PROJECT NO.: 130752.43 DRAWN BY: J. HITT PROJECT MANAGER: M. BURNS CHECKED BY: M. BURNS THIS DRAWING IS COPYRIGHTED AND IS THE SOLE PROPERTY OF THE OWNER. R 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 WITHOUT THE WRITTEN PERMISSION OF THE OWNER. 0 Telecom 13067 TELECOM PARKWAY TAMPA. FLORIDA 33637 (613) 514-98N CERHFIC E OF AUIH0R[2ATI/ON 29214 Ve► ffOnwireless 7701 FAST TELECOM PARKWAY TEMPLE TERRACE FLORIDA 33637 /%..N141111///7. SPAIN TOWER 62713 6189 NORTH US-1 FORT PIERCE. FLORIDA 34951 (ST. LUCIE COUNTY) SHEET NAME EQUIPMENT ROOM DETAIL SHEET NUMBER l VERIZON WIRELESS EQUIPMENT ROOM DETAIL SCALE AS NOTED 11 COAX ENTRY PORT AND BOOT DETAIL N.T.S 2 l C3 17 tl+ , r • _U "��' , _ - .,•gin>.l,`. nr:? ai f I I �. 30' 0' 15' 30' EXISTING LIGHTNING TOP OF TOWER FOR 24x36' DRAWINGS ROD ELEV. = 480.0 AGL GRAPHIC SCALE: 1' = 15' FOR 11'07' DRAWINGS GRAPHIC SCALE: 1' = 30' " " - '`SPAIN TOWEit---1 >4sosz - - ANTENNA LAYOUT Option 1 IV,upW AVF.M NOTE: X2ol 700MRZ %pol FAA/FCC REGISTERED HEIGHT W/ A09-60 Ad . XT19E0 APPURTENANCES IS 482.0' Imw - 1]10.21)OhIHz 1T10.21IOMHz fi9889fiMH] fi5&096MHz 1]10.21]OMHz 1]10.21Iah1HE 45 -45 45 .45 45 ^45 ---------- —------------ —--------------- —-------- " Base equipment side NOTE: 1. FOR ANTENNA MOUNTING AND COAX ROUTING, SEE TOWER STRUCTURAL AN STING OMNI AN EXISTINGANTENNAS ANALYSIS BY CALTROP TELECOM DATED CENTER = 350.0' AGE 06-30-14.' 45 -0.5 .45 . MS -45 •0.5 ANTENNAS EXISTING ER HAD CENTER ELEV. = 337.0' AGL � ^rya tl�a EXISTING VERIZON WIRELESS ANTENNAS RAD CENTER ELEV. = 226.0 AGL PROPOSED VERIZON WIRELESS ANTENNAS; (6) EXISTING T—MOBILE ANTENNAS CSS MODEL# AXP79-60-2 (SEE ANTENNA RAD CENTER ELEV. = 206.5 AGL MOUNTING DETAIL AND COAX SCHEDULE ON EXISTING AT&T ANTENNAS SHEET C5) RAD CENTER ELEV. = 195.0 AGL RF PLUMBING DIAGRAM — OPTION 1 — AWS/PCS NTs 2 EXISTING SPRINT ANTENNAS RAD CENTER ELEV. = 172.5 AGL EXISTING 480.0' GUYED TOWER COAX MARKING COLOR CODE AWS OPTION 1 SECTOR A OR 1 = RED SECTOR B OR 2 = BLUE SECTOR C OR 3 = GREEN EXlJbNG DISHRAD CENTER ELEV = 1045' AGL ANTENNAPOSITION_ NUMBERED LE O RIGHT VI B Py ��GG0 RADIO CABINET TO ANTENNA EXISTING VERIZON WIRELESS WAVEGUIDE BRIDGE PCs PORT GOES TO ANTENNA #1 PORT —45 MARKED 1 STRIPE EXISTING V WIRELESS #TXO TX1 PORT GOES TO ANTENNA 3 PORT +45 MARKED 2 STRIPES ON C GENERATOR ON C PAD LIE EXISTING VERIZON WIRELESS 500 GALLON PROPANE TANK ON RFA PORT GOES TO ANTENNA #2 PORT —45 MARKED 3 STRIPES CONCRETE PAD RFB PORT GOES TO ANTENNA #2 PORT +45 MARKED 4 STRIPES EXISTING BUILDING (VERIZON AWS WIRELESS EQUIPMENT ROOM INSIDE) RFA PORT GOES TO ANTENNA #1 PORT +45 MARKED 5 STRIPES RFB PORT GOES TO ANTENNA #3 PORT —45 MARKED 6 STRIPES EXISTING 6' CHAIN LINK FENCE NOTE: CAPOFF AND WEATHER PROOF ALL UNSUED ANTENNA PORTS TOWER ELEVATION SCALE AS NOTED 1 COAX COLOR CODING NTS 3 REV DATE DESCRIPTION 0 10/12/15 CONST. PLANS ISSUED PROJECT NO.: 130752.43 DRAWN BY: J. HITS PROJECT MANAGER: M. BURNS k. CHECKED BY: M. BURNS N m � ars A-1 /4�� OANTENNA DOWN A-2 OQ' V TILT MECHANISM Q (9) EXISTING VERIZON '0 WIRELESS PANEL ANTENNAS A-3 ry`V (TYP. OF 3 PER SECTOR) U-BOLT (SITE SPECIFIC) No 9 SECTOR 3 270• PROPOSED ANTENNA CSS N 226 0' AGL C-3 MODEL #AXP19-60-2 REV DATE DESCRIPTION 0 10/12/15 CONST. PLANS ISSUED PROJECT NO.: 130752.43 DRAWN BY: J. HDT PROJECT MPNAGER: M. BURNS CHECKED BY: M. BURNS (TYP. OF 2 PER SECTOR) vi b n of THIS DRAWING IS COPYRIGHTED AND I _ 1O p THE SOLE PROPERTY OWNER. IT tt OF OF THE ANTENNA MOUNTING KIT I j IS PRODUCED SOLELY FOR USE BY THE PROVIDED BY ANTENNA O O m OWNER AND ITS AFFILIATES. EXISTING GUYED MANUFACTURER I - ® REPRODUCTION OR USE OF THIS DRAWING OISOR THE ATION CONTAINED IN TOWER IT FORBIODENOWITHOUT THE WRITTEN PERMISSION OF THE OWNER. 9 SECTOR 3 U-BOLT 270' (SITE SPECIFIC) 226.0' AGL C-2 B-1 Ll `rTn �so�o�TOP A ' ` CSS MODEL AXP19-60-X PROFILE VIEW B-2 T®Ie�iii DIMENSIONS (LxWxD)............ 59.1%6.7"114.1" FRONT VIEW LTE <^ : o� ANTENNA WEIGHT 15.0 LBS BACK VIEW SECTOR 3' T'6, �� OP ............ 13Dfi7 TELECOM PARKWAY TAM81 RUORIDA 270' 'o. o. BRACKET WEIGHT ............ 13.2 LBS (91]) sla-sfifi0 BO 226.0' AGL C_1 B_3 U`ll � v` FREQUENCY ............ 1710-2170 MHZ ceRnnrwTF of aurHORlunoN zszla NOTE: s 'o-o• P NOTE: NOTE: "-X' EXISTING PCS ANTENNAS TO BE REMOVED AND a AXP19-60-X: IS A PLACEHOLDER FOR THE CONTRACTOR TO VERIFY EXISTING PIPE REPLACED. EXISTING LTE ANTENNAS TO BE RELOCATED y BUILT-IN ELECTRICAL DOWNTILT IN DEGREES, MOUNTS RE SUFFICIENT FOR PROPOSPOSITION2. TO POSITION 2. (SEE DETAIL BELOW.) ! SET TO 0, 2, 4, OR 6 ANTENNAS PRIORIOR TO TO CONSTRUCTION. EXISTING ANTENNA LOCATION DETAIL Nrs 1 ANTENNA MOUNT DETAIL - AWS/PCS NTS 13 V@irLonwireless NOTE: CONTRACTOR TO ROTATE HEAD N �' Np FRAME FOR SECTOR A (IF NEEDED) 1•T 'n Np tA�C} 'o. VERIFY WITH VERIZON WIRELESS w�C�+<� .o p A-3 7701 EAST TELECOM PARKWAY iFMPIE TERRACE. ROROA ]]637 CONSTRUCTION MANAGER PRIOR TO q A y CONSTRUCTION. N N yo f < A-2 'o goo (6) PROPOSED CSS AXP19-60-2 PANELr' k ANTENNAS (TYP. OF 2 A-1 PER SECTOR), WITH (6) 1%' COAX CABLES SHALL BE INSTALLED (TYP. OF 2 PER SECTOR) C-3 SECTOR 3 9 270' 226.0' AGL EXISTING GUYED TOWER LTE 9 SECTOR 3 270' 226.0' AGL C-2 B-1 ANTENNA MARK SECTOR ANTENNA AZIMUTH RAD CENTER CABLE LENGTH COAXIAL CABLE MINIMUM BENDING RAD. DOWNTILT (MECH.) A-1 1 (P) AXP19-60-2 340' 226.0' 299.0' (E) (1) 1%" (P) (1) 1%" 20" 0' A-2 1 (R)(E) X7-665-4 340' 226.0' 299.0' (E) (2) 1%" 20" 0' A-3 1 (P) AXP79-60-2 340' 226.0' 299.0' (E) (1). 1% (P) (1) 1%" 20" 0' B-1 2 (P) AXP19-60-2 150' 226.0' 299.0' (E) (1) 1%" (P) (1) l% 20" 0' 3-2 2 (R)(E) X7-665-4 159 226.0' 299.0' (E) (2) 1%" 20" 0' B-3 2 (P) AXP19-60-2 150' 226.0' 299.0' (E) (1) 1%" (P).(1) 1%, 20" 0' C-1 3 (P) AXP19-60-2 270' 226.0' 299.0' (E) (1) 1%" (P) (1) 1%" 20" 0' C-2 3 (R)(E) X7-665-4 270' 226.0' 299.0' (E) (2) 1%" 20" 0' C-3 3 (P) AXP19-60-2 270' 226.0' 299.0' (E) (1) 1%" (P) (1) W 20" O' fit 'i A ` 0. 380 IN i * ' V DAMES' IYI`fl'i2' BE`\6 808 ,_IN T 1 U1 (E) EXISTING (P) PROPOSED TOTAL 1794.0' 62713 () R RELOCARELOCATEDPROPOSED O.O. B-2 T e7 61ER NORTH FORT STE LUCIDA IE COUNTY)4981 <n� 5 SECTOR 3 `',ap �o'AOlt�" NOTES: _ SHEET NAME 270' 1. 1. ADD AWS/PCS ANTENNAS TO THE SITE AND VERIFY AZIMUTHS AND DOWNTILTS ARE PER DESIGN. 226.0' AGL C-1 s� v a ANTENNA B-3 T'2p �cp9 p! 2 PRIORTOOINITIATIONE OF CONSTRUCTION SS ANTENNA AND CAACTIVIITOAX IES, BASEDTA INCLUDING, BUT DNOT ANTENNA LIMITED TIO, ORDERING OF ANY GHT. CONTRACTOR SHALL ANTENNA/COAX PROPOSED MOUNTING HARDWARE. DETAILS sp d 3. SEE TOWER STRUCTURAL ANALYSIS BY CALTROP TELECOM DATED 06-30-14. SHEET NUMBER PROPOSED ANTENNA LOCATION DETAIL NTS 2 COAX/ANTENNA SCHEDULE NTs 14 C5 GPS ANTENNA 3/8.0 GALVANIZED ALL -THREAD (TYP) ANTENNA COAX CABLES 1 5/8 DIN -FEMALE CONNECTOR ON COAX WAVEGUIDE BRIDGE EXISTING GUYED TOWER SURGE PROTECTOR (TP.) 7/16 DIN -MALE CONNECTOR ON JUMPER (TYp.) CONNECTION OF ANTENNA CABLE ANTENNA GROUND KIT TO GROUND BAR (TYPICAL OF SIX) COAX JUMPER LOWER TOWER SOLID COPPER 36' L2x2x1/4 24" LONG W/HOLES DRILLED FOR SNAP IN HANGERS REV DATE DESCRIPTION 0 10/12/15 CONST. PLANS ISSUED PROJECT NO.: 130752.43 DRAWN J. HITT PROJECT MANAGER: M. BURNS CHECKED BY: I M. BURNS GROUND BAR. TOP AND MIDDLE TOWER GROUND BARS NOT UIPMENT MOUNTED ® 4° O.C. THIS DRAWING IS COPYRIGHTED AND IS BOLTED LUG SHOWN BUT ARE SIMILAR. EOCABINEf 7/i6 THE SOLE PROPERTY OF THE OWNER. IT ANTENNA COAXIAL GROUNDS PRODUCED SOLELY FOR USE BY THE BOND CONDUCTOR ANTENNA CABLE DIN -MALE OWNER AND ITS AFFILIATES. TO GROUND BAR TYPICAL OF SIX w CONNECTOR ANTENNA COAXIAL GROUND BAR [IS EPRODUCTION OR USE OF THIS DRAWING USING 2—HOLE LUG ( ) mIT: ON JUMPER AND/OR THE INFORMATION CONTAINED IN TOWER FOUNDATION. R IT IS FORBIDDEN WITHOUT THE WRITTEN g2 AWG BARE, TINNED, SOLID PERMISSION OF THE OWNER. COPPER CONDUCTOR. SLEEVED EXISTING GRADE. c�O9 IN 3/4" PVC, w w x li (2) #2 AWG TINNED SOLID COPPER IN 3/4' j\�j �j �j/\�� .°, •. •'. , e. \// LA WELDED TO GROUND R NG • , Telecom EXOTHERMIC WELD TO 7NOTE: EXISTING BURIED GROUND °•" ° °• 13067 TELECOM PARKWAY RING. CONNECTIONS TO _ DUPLICATE GROUND BAR TAMPA FUORIOA 336]J GROUND RING SHALL BE AS °: i°' a '° °7 °7 e'•' AT MIDPOINT OF COAX RUN, (813) 514-9BSO DIRECT AS POSSIBLE WITH " ° MOUNTED TO THE TOWER / CERTFIGTE OF AOTHORI2WRON 29214 'e1'e; :e •',e• STRUCTURE REQUIRED).GCE BUII.DIl"ZG DIVISION MINIMUM BENDS.. #2 AWG TINNED SOLID M\\ //\\ WED FORCOPPER JIP /%/ EXOTHERMICALLY \� • - ], 'L:! Y ` / WELDED TO GROUND RING PLANS AND ERMIT MUST BE KEPT ON B ` ` ° \✓✓/ OR NOINSPECTIONwnI BE MADE. ven=nwlreless 7701 EAST TELECOM PARKWAY TEMPLE TERRACE, RDflIM ]36]7 TYPICAL TOWER EXIT BAR DETAIL NTS1 WAVEGUIDE MOUNTED GROUND BAR DETAIL NTS 2 GALV. SCREWS INSULATOR SITE PRO 1 ��, IIIIIN PART Yi x4'x24" OR APPROVED EQUIVALENT BUS BAR SITE PRO PART# MG42461 (TYP.) EXTERIOR GROUND %')cYi SS BOLT ; N .63.. RING, #2 SOLID, /BARE. THINNED Q' COPPER GROUNDING NO SLAG OR L $'j/WOF - CONDUCTOR DEFORMITIES ALLOWED ,� \ EXOTHERMIC WELD ®® ! ORIOP:' G� `!� ( HERMOWELD p® ° !1 (�� ��� OR EQUIVALENT) ®a p O'N11A1I- ` �\ PARALLEL, LL 0p®a ppaa JAM T. lijili AL\CENSE 6380E T-WELDS ALLOWED.®®poo® pp® OUNRNG BRACKET p SITE PRO 1 PART# MT200 OR � APPROVED EQUIVALENT ° SPAIN TOWER MINIMUM BENDING RADIUS p 62713 45 DEGREES, TYPICAL JUMPER, #2 SOLJD, BARE, TINNED 9C11ILCHIR111COPPER GROUNDING CONDUCTORF ERC]0 SS LOCK WASHER (-) %"x'Yi SS BOLT SHEET NAME #2 AWG TINNED WIRE LEAD SS ANGLE ADAPTOR NOTEGROUNDING W/ THERMOWELD SITE PRO 1 PART#` DETAILS LEAD SHOWN FOR CLARITY OR CONTRACTOR TO APPLY OR APPROVED EQUIVALENT COPPERSHIELD OR NO-OX SHEET NUMBER (TOWER MOUNTING KIT) EXOTHERMIC WELD DETAIL INTS 3 TYPICAL GROUND BAR DETAIL Nrs 4 E1