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HomeMy WebLinkAboutPLANSATC FT. PIERCE WEST �° T Mob 1*1e IR P _ C S I A 34981 T1 -''M;UCIE COUNTY) — R stick together ° SMES A2P0047A s—rt— W$, R`I;; d ATC NAME/SITE#: MIDWAY ROAD / 510�E"4A h L700 PROJECT LTEC� LOCAL MAP PROPERTY SUMMARY PROJECT DESCRIPTION INDEX OF DRAWINGS • \ = ,'-`. 'y f ' � 9 �I) A It :Q s �-�`v�y m�A+e'•� p�, a f - Q `j ���' o a je, A p �-� fi} • v E09A a '�a , ° I• \)�' [ a I {r r* SITE LOCATION _ •� _ ... _ wMwayRe. �� \ 1 _� t ,\\\_\F -- -f 4/ Indian River •-�. •-W' '. _"" p3 'Estates `t �� § �x \ •, e ,� i ` _ `T.__ �� fitAa ° 14} a roroeaaccK 1 .13 ,N.,j"d- _ Rrver,a;Icl FOLIO 3406-501-0040-000-5 PROPERTY OWNER ST LUCIE COUMY PLAN NEW FCC ENVIRONMENTAL LLC /D�91 qCJ 523 NORTH SAM HOUSTON P KWAY' { V {� SUITE 400 HOUSTON. TEXAS 77060 . . lAffi1➢E BLDG: �• 27.3796625 N DATE: LONGITUDE ELEC: -80.38209 W DATE: ,••11 IZ d. ZONING JURISDICTION PLUMB• DATE: �. LUCIE COUNTY MECH: DATE• 1. THE WIRELESS COMMUNICATIONS FACILITY IS NOT INTENDED FOR HUMAN OCCUPANCY. 2. THISWILL FACILITY NOT PRODUCTS NOTSEWAGREQUIRE POTABLE WATER AND .`� 3. CONTRACTOR SHALL VERIFY ALL PLANS AND EXISTING DIMENSIONS AND CONDITIONS ON THE JOB SITE AND SHALL IMMEDIATELY NOTIFY THE ENGINEER IN WRITING OF ANY DISCREPANCIES BEFORE PROCEEDING WITH THE WORK OR BE RESPONSIBLE FOR SAME 4. THE SCOPE OF WORK CONSISTS OF MODIFYING THE EXIS LNG WIRELESS INSTALLATION: REMOVAL OF (3) EXISTING ANTENNAS INSTALLATION OF (3) NEW ANTENNAS INSTALLATION OF (3) NEW RRUS (REMOTE RADIO UNITS) SCANNED BY St. L ucie Countv SHT. N0. DESCRIPTION REV. N0. T7 TITLE SHEET 0 T2 NOTES 0 C1 EQUIPMENT PLANS 0 C2 TOWER ELEVATION 0 C3 ANTENNA LAYOUTS 0 C4 DETAILS 0 E7 GROUND DETAILS AND NOTES 0 BLDG: \� VICINITY MAP DESIGN CRITERIA CODE COMPLIANCE Q •X/ 'd• \ ,%"� .i 'OYr �Ll `-Ij ;j DESIGN WIND SPEED: 159 MPH (ULTIMATE 3-SEC GUST) 1 - 23 MPH (NOMINAL 3 SEC GUST) ALL WORK AND MATERIALS SHALL BE PERFORMED AND INSTALLED IN ACCORDANCE WITH THE CURRENT_ EDITIONS OF -7H - ALLAWING-GOOFS—AS—ADORTED- — — _ GOVERNING AUTHORITIES. NOTHING -IN -THESE -PLANS -ES TO- E— _ CODES.LED—TO-PERMIT'WORK NOT -CONFORMING -TO -THESE -- - - --- - - _EXP_OSURE_CATEGORY�B RISK CATEGORY: II _ _ �PEN-STRUCTUR - - MECO�• nATF- 1. FLORIDA BUILDING CODE, 5TH EDITION (2014). I 11 4 rTeLornnoN "= J— ), € ��•\\ 1 �i I� 'H Oe'"°•""'T"®"`I`m' j -Vl � I t-__-,--_—�WwaY Rd _.z WMidway Rd_—_-,y n_ Midway Rd na MM / •; - •, �,, c 1 1`� .eea-3s1 ..'' C y 7 .At!!'i DESIGN CRITERIA TAKEN FROM A STRUCTURAL ANALYSIS PERFORMED BY AMERICAN TOWER CORP., DATED 09-03-15. NATIONAL 2. NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) 70, 3. TIA-222- WITH ELECTRICAL ADDENDUM 10AND 11 E EDITION. 4. LIFE SAFETY CODE NFPA-101-2012. 5. FLORIDA FIRE PREVENTION CODE, 5TH EDITION. 6. AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC) 360-10 AND 341-10. 7. UNDERWRITERS LABORATORIES (U.L) APPROVED ELECTRICAL PRODUCTS. B. LOCAL JURISDICTIONAL REQUIREMENTS. s. crrr/couNrr ORDINANCES, RF DESIGN VERIFICATION CONTACTS DESIGN BASED ON RFDS DATED 07�07�2015. CONTRACTOR SHALL REQUEST CURRENT REDS PRIOR TO CONSTRUCTION T-MOBILE SOUTH LLC 1300 CONCORD TERRACE SUITE 200 SUNRISE, FL 33323 CALTROP PROJECT MANAGER DARREN REVELS 813 514-9880 REV DATE DESCRIPTION A 09/14/15 PREUM PLANS B 09/22/15 RENSED PER COMMENTS C 09/28/15 RENSFD PER COMMENTS D 10/07/15 REVISED PER COMMENTS 0 10/09/15 FINAL PLANS ISSUED PROJECT NO.: 151026.109 DRAWN BY: M. TNOMAS PROECT MANAGER: D. REVELS CHECKED BY: D. REVELS THIS DRAWNG IS COPYRIGHTED AND IS THE SOLE PROPERTY OF THE OWNER. IT IS PRODUCED SOLELY FOR USE BY THE OWNER AND ITS AFFIUATES. REPRODUCTION OR USE OF THIS DRAWING AND/OR THE INFORMATION CONTAINED IN R IS FORBIDDEN WITHOUT THE WRITTEN PERMISSION OF THE OWNER Telecom 13067 TELECOM PARKWAY TAMPA. RORIDA 3M37 (813) 514-9880 CERTIFICATE OF AUTHORIZATION 29214 T • -Mobile stidtfoyether• 1300 CONCORD TERRACE SUITE 200 SUNRISE R 33323 N ENZ<<LU ,,� N� w Gr r — - -0a�oPA - I �...-uC./ 635oB ATC FT. PIERCE WEST A2P0047A 5990 WEST MIDWAY ROAD FORT PIERCE, FLORIDA 34981 (ST. LUCIE COUNTY) SHEET NAME TITLE SHEET SHEET NUMBER T1 .x 1. FOR THE PURPOSES OF THESE CONSTRUCTION DRAWINGS, THE FOLLOWING DEFINITIONS SHALL APPLY: 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 UTILIZES SHALL BE COORDINATED WITH LOCAL AUTHORITIES. OWNER - T-MOBILE SOUTH LLC ENGINEER - CALTROP CORPORATION 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 CONTRACTOR - GENERAL CONTRACTOR (CONSTRUCTION) 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. 2. PRIOR TO SUBMITTNG HIS BID, THE CONTRACTOR SHALL VISIT THE JOB SITE IN ORDER TO (1) VERIFY ALL 5. ALL EXISTING INACTIVE SEWER, WATER, GAS, ELECTRIC AND OTHER UTILITIES THAT INTERFERE WITH THE EXECUTION OF THE WORK SHALL BE REMOVED AND/OR EXISTING CONDITIONS, (2) CONFIRM WHETHER ALL DIMENSIONS ARE AS SHOWN ON THE PLANS AND (3) CAPPED, PLUGGED OR OTHERWISE DISCONTINUED AT POINTS THAT WILL NOT INTERFERE WITH THE EXECUTION OF THE WORK, SUBJECT TO THE APPROVAL OF THE CONFIRM WHETHER THE WORK MAY BE ACCOMPLISHED AS SHOWN. ANY DISCREPANCIES SHALL BE BROUGHT LANDLORD AND/OR LOCAL UTILITIES. TO THE ATTENTION OF THE CONSTRUCTION MANAGER. 6. DISTURBANCE TO THE EXISTING SITE DURING CONSTRUCTION SHALL BE MINIMIZED. 3. A 20-FOOT HORIZONTAL CLEARANCE DISTANCE SHALL BE MAINTAINED FROM ALL EXISTING POWER LINES. 4. THE CONTRACTOR'S USE OF A CONSTRUCTION STAGING AREA SHALL BE COORDINATED WITH THE OWNER WELL 7. ANY AREAS OF THE CONSTRUCTION SITE DISTURBED BY THE WORK AND NOT COVERED BY THE TOWER, EQUIPMENT OR DRIVEWAY, SHALL BE GRADED TO A UNIFORM SLOPE. SUCH GRADING SHALL CAUSE SURFACE WATER TO FLOW AWAY FROM ANY EQUIPMENT SHELTER AND TOWER AREAS AND THE SOIL SHALL BE IN ADVANCE OF THE CONSTRUCTION START DATE. STABILIZED TO PREVENT EROSION. EROSION CONTROL MEASURES,IF REQUIRED DURING CONSTRUCTION, SHALL BE IN CONFORMANCE WITH THE LOCAL GUIDELINES 5. LABOR, MATERIAL, TOOLS, EQUIPMENT, TRANSPORTATION AND TEMPORARY POWER SERVICES NECESSARY FOR FOR EROSION AND SEDIMENT CONTROL AND INCIDENTAL TO COMPLETION OF ALL WORK SHALL BE PROVIDED AS INDICATED ON THE DRAWINGS B. THE SUB -GRADE SHALL BE COMPACTED AND BROUGHT TO A UNIFORM GRADE PRIOR TO FINISHED SURFACE APPLICATION. AND/OR AS SPECIFIED HEREIN. LABOR AND MATERIALS SHALL BE FURNISHED AS REQUIRED FOR COMPLETE SYSTEMS, INCLUDING ALL ELEMENTS OBVIOUSLY OR REASONABLY INCIDENTAL TO A COMPLETE INSTALLATION, 9. BACKFILL SHALL CONSIST OF CLEAN SAND FILL APPROVED FOR USE BY THE ENGINEER. NO UNAPPROVED MATERIAL WILL BE ALLOWED. CLEAN SAND FILL SHALL BE WHETHER OR NOT SPECIFICALLY INDICATED ON THE PLANS. FREE OF ALL ROOTS, BOULDERS, OR OTHER DELETERIOUS MATERIAL 6. FOR TASKS REQUIRED TO BE PERFORMED BUT NOT CLEARLY DEFINED OR IDENTIFIED BY THE CONTRACT 10. THE CONTRACTOR SHALL RESTORE ALL DISTURBED AREAS TO EQUAL TO OR BETTER CONDITION THAN ORIGINAL DOCUMENTS, THE CONTRACTOR SHALL NOT START WORK ON SUCH TASKS WITHOUT HAVING RECEIVED WRITTEN AUTHORIZATION FROM THE CONSTRUCTION MANAGER TO PROCEED. 11. SITE SIGNAGE SHALL BE PROVIDED IN ACCORDANCE WITH THE TECHNICAL SPECIFICATIONS FOR SUCH SIGNAGE AS MAY BE CONTAINED IN THESE DRAWINGS. 7. THE DRAWINGS ARE DIAGRAMMATIC AND INDICATE THE GENERAL ARRANGEMENT OF SYSTEMS AND EQUIPMENT UNLESS OTHERWISE INDICATED BY DIMENSIONS OR DETAILS. EXACT EQUIPMENT LOCATIONS MAY BE MODIFIED SITE WORK NOTES 2 AS REQUIRED BY ACTUAL FIELD CONDITIONS. IF THE SPECIFIED EQUIPMENT CANNOT BE INSTALLED AS SHOWN ON THESE DRAWINGS, CONTRACTOR SHALL PROPOSE AN ALTERNATIVE INSTALLATION FOR APPROVAL BY THE ENGINEER AND THE CONSTRUCTION MANAGER. 1. ALL STRUCTURAL STEEL WORK SHALL CONFORM TO THE LATEST EDITION OF THE ALSO 'STEEL CONSTRUCTION MANUAL'. 8. THE CONTRACTOR SHALL OBTAIN, PAY FOR AND DELIVER ALL REQUIRED PERMITS, CERTIFICATES OF INSPECTION, INCLUDING UTILTY CONNECTION FEES, ETC., REQUIRED BY THE AUTHORITIES HAVING 2. MATERIAL - JURISDICTION AND SHALL DELIVER SUCH DOCUMENTS TO THE OWNER PRIOR TO FINAL ACCEPTANCE OF THE A ALL STRUCTURAL STEEL WF BEAMS SHALL BE ASTM A992 AND 'HOT DIPPED' GALVANIZED IN ACCORDANCE WITH ASTM A123 AND ASTM A153 STANDARDS. WORK. B. ALL STRUCTURAL PLATES, ANGLES, AND CHANNELS SHALL BE ASTM A36 AND 'HOT DIPPED' GALVANIZED IN ACCORDANCE WITH ASTM A123 AND ASTM A153 STANDARDS, UNLESS NOTED OTHERWISE. 9. THE CONTRACTOR'S OPERATIONS SHALL BE CONFINED TO AREAS OF NEW CONSTRUCTION. C. ALL TS MEMBERS SHALL BE ASTM A500 GRADE B (Fy=46ksi), AND 'HOT DIPPED' GALVANIZED IN ACCORDANCE WITH ASTM A123 AND ASTM A153 10. ALL NECESSARY PROVISIONS SHALL BE MADE TO PROTECT EXISTING IMPROVEMENTS, LANDSCAPING, PAVING, STANDARDS. D. ALL STRUCTURAL PIPE MEMBERS SHALL BE ASTM A500 GRADE B (Fy=42ksi), AND 'HOT GIPPED" GALVANIZED IN ACCORDANCE WITH ASTM A723 AND ASTM CURBS, GALVANIZED SURFACES, ETC, AND THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO A753 STANDARDS, UNLESS NOTED OTHERWISE SAME RESULTING FROM THE CONSTRUCTION WORK. ALL DISTURBED AND DAMAGED AREAS SHALL BE E. ALL NON-STRUCTURAL PIPE MEMBERS SHALL BE ASTM A53 GRADE B. AND 'HOT DIPPED' GALVANIZED IN ACCORDANCE WITH ASTM A123 AND ASTM A153 RESTORED TO THEIR ORIGINAL CONDITION OR BETTER UPON COMPLETION OF ALL WORK TO THE SATISFACTION STANDARDS. OF THE CONSTRUCTION MANAGER. 2. DESIGN, FABRICATION, AND CONSTRUCTION OF ALL CONNECTIONS SHALL CONFORM TO AISC STEEL CONSTRUCTION MANUAL 11. THE FOLLOWING CLEANUP TASKS SHALL BE PERFORMED AS FOLLOWS: (1) ON A DAILY BASIS, KEEP THE GENERAL AREA CLEAN AND HAZARD FREE, REMOVING ALL WASTE, DEBRIS AND TRASH FROM THE SITE AND 3. WELDING: DISPOSING OF SAME IN A LEGAL MANNER. (2) UPON COMPLETION, LEAVE THE PREMISES IN A CLEAN A ALL WELDS, WELDERS, AND WELD INSPECTIONS SHALL CONFORM TO THE REQUIREMENTS OF AWS D 1.1, LATEST REVISION. CONDITION AND FREE FROM PAINT SPOTS, DUST, OR SMUDGES OF ANY NATURE B. ALL WELDS SHALL BE MADE WITH E70XX LOW HYDROGEN ELECTRODES. C. ALL STEEL SHALL BE SPRAY GALVANIZED AFTER WELDING. 12. ALL EQUIPMENT AND MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH THE RESPECTIVE MANUFACTURERS RECOMMENDATIONS EXCEPT WHERE T IS SPECIFICALLY INDICATED OTHERWISE IN THE 4. ALL BOLTS SHALL BE GALVANIZED '/.' DIAMETER, A325-N, UNLESS NOTED OTHERWISE AND TIGHTENED TO A "SNUG TIGHT' CONDITION AS DEFINED BY AISC. CONTRACT DOCUMENTS OR WHERE LOCAL CODES OR REGULATIONS TAKE PRECEDENCE. SECURE NUT WITH LOCKING WASHER. 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 5. THE CONTRACTOR/STEEL FABRICATOR SHALL LOCATE ANY REINFORCEMENT IN THE STRUCTURAL MEMBERS IN SUCH A MANNER SO THAT THERE WILL NOT BE, LAWS,. ORDINANCES, RULES, REGULATIONS AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY HAVING CONFLICT WITH THE REINFORCEMENT WHEN INSTALLING ANCHORS. THE ANCHORS SHALL BE INSTALLED PER THE MANUFACTURER'S INSTRUCTION. JURISDICTION OVER THE PERFORMANCE OF THE WORK. MECHANICAL AND ELECTRICAL SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH ALL APPLICABLE MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS AS WELL 6. THE CONTRACTOR/STEEL FABRICATOR SHALL CONFORM TO THE MINIMUM EDGE DISTANCE REQUIREMENTS IN ACCORDANCE WITH THE AISC MANUAL OF STEt1' ' LOCAL AND STATE CODES, ORDINANCES AND APPLCABLE REGULATIONS. CONSTRUCTION.AS 14. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK AT ALL TIMES, USING THE BEST SKILLS AND 7• ALL STRUCTURAL STEEL SHALL BE FABRICATED TO FIT AT BOLTED -CONNECTIONS WITHIN 1/16 INCH TOLERANCE. STRUCTURAL STEEL SHALL NOT BE FLAME 9HT ATTENTION. HE SHALL BE. SOLELY RESPONSIBLE .FOR ALL OF THE CONSTRUCTION MEANS. METHODS. UNDER ANY CIRCUMSTANCES WITHOUT APPROVAL OF THE ENGINEER. - = j _AUTHORIZED_ REPRESENTATIVE- _ _ _ _ _ - __ _ _ _,_ _ _ __ - _ - _ _ _ _ --9; =THE=CONTRACTOR/STEEL FABRICATOR= SHALL -SUBMIT-SHOR=ORAWINGS=FORS REVIEW- PRIOR PTO- ANY =STEEL FABRICATION. AT THE- CONTRACTOR'S -OPTION, -FIELD 15. WITHIN TEN (10) WORKING DAYS AFTER PROJECT COMPLETION, THE CONTRACTOR SHALL PROVIDE A SPLICES MAY BE USED FOR ERECTON PURPOSES. IF FIELD SPLICES ARE USED, THE .SHOP DRAWINGS SHALL INCLUDE ALL DETAILS FOR THE PROPOSED FIELD COMPLETE SET OF AS -BUILT DRAWINGS, SWEEP TEST, CYLINDER TESTS, LIEN RELEASES, AND OTHER SPLICES. CLOSEOUT DOCUMENTATION AS REQUIRED BY THE OWNER. ALL SYSTEMS SHALL BE COMPLETELY ASSEMBLED, 10. AT THE CONTRACTOR'S OPTION, SHOP WELDS MAY BE USED INSTEAD OF FIELD WELDS. TESTED, ADJUSTED AND DEMONSTRATED TO BE READY FOR OPERATION PRIOR TO THE OWNER'S ACCEPTANCE. 11. 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 BOLTS AND OTHER ANCHORAGES TO BE INSTALLED AS WORK OF OTHERS' SECTIONS. REV DATE DESCRIPTION A 08/14/15 PRELIM PLANS B 09/22/15 REVISED PER COMMENTS C 09/28/15 REVISED PER COMMENTS D 10/07/15 REVISED PER COMMENTS 0 10/09/15 FINAL PLANS ISSUED PROJECT NO.: 151026.109 DRAWN BY: M. 7HOMA5 PROJECT MANAGER: D. REVE15 CHECKED BY: D. REVELS 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 R IS FORBIDDEN WITHOUT THE WRITTEN ILL PERMISSION OF THE OWNER Telecom 13057 TELECOM PARKWAY TAMPA. FLORIDA 33637 (513) 514-9138D CERTIFICATE OF AUWORIZATON 29214 T • -Mobile stick together' 1300 CONCORD TERRACE SURE 200 SUNRISE. RL 33323 •�Fv �4 i , W = .W- . �. �L1C./ 63808 /IIII11 TC FT. PIERCE WEST A2P0047A 5690 WEST MIDWAY ROAD FORT PIERCE, FLORIDA 34981 (ST. WCIE COUNTY) SHEET NAME NOTES GENERAL NOTES 111 STRUCTURAL STEEL NOTES 131 SHEET NUMBER T2 2' 0' 1' 2' FOR 24'x36' DRAWINGS GRAPHIC SCALE: 3/4' = 1'-0' FOR 11*x17" DRAWINGS GRAPHIC SCALE: 3/8" = V-O" EXISTING T-MOBILE WAVEGUIDE BRIDGE e a' EXISTING T-MOBILE JUNCTION BOX W/ OVP EXISTING VERIZON WIRELESS CONCRETE GENERATOR PAD - - e. G) O O GSM FCOA 4 x—K—v=ux—z=s-zz�z zv-�x`- EXISTING T-MOBILE EQUIPMENT INVENTORY (Z) FIBER ENCLOSURE QB ATS © TELCO ENCLOSURE QD METER & SERVICE DISCONNECT QE PPC EXISTING T-MOBILE 2 0, 1' 2 WAVEGUIDE BRIDGE PROPOSED T-MOBILE e FOR 24'x36' DRAWINGS RRU H-FRAME C4 GRAPHIC SCALE: 3/4" = 1'-0- (3) PROPOSED LTE 700 FOR SCALE:" DRAWINGS RRUS MOUNTED TO 4 GRAPHIC SCALE: 3/8' = 1'-0" PROPOSED RRU H- I E C4 EXISTING BRIDGE ,\SUPPORT POST K / / I • EXISTING T-MOBILE JUNCTION BOX W/ OVP NOTE: INFORMATION FOR COMPOUND DETAIL TAKEN FROM INFORMATION PROVIDED BY T-MOBILE AND A SITE WALK PERFORMED BY CALTROP TELECOM ON 07-17-15. (b o I I GSM H FCOA REV DATE DESCRIPTION A 08/14/15 PREIJM PLANS B 09/22/15 REVISED PER COMMENTS C 09/28/15 REVISED PER COMMENTS D 10/07/15 REVISED PER COMMENTS 0 10/09/15 FINAL PLANS ISSUED PROJECT NO.: 151026.109 DRAWN BY: M. THOMAS PROJECT MANAGER: D. REVELS CHECKED BY: D. REVELS THIS DRAWING IS CGPYRENTED AND IS THE SOLE PROPERTY OF THE OWNER. IT IS PRODUCED SOLELY FOR USE BY THE OWNER AND ITS AFFRIATES. REPRODUCTION OR USE OF THIS DRAWING AND/OR THE INFORMATION CONTAINED IN IT IS FORBIDDEN WITHOUT THE WRITTEN PERMISSION OF THE OWNER. Telecom 13067 TELECOM PARKWAY TAMPA, RORIDA 33637 (013) 514-9860 CERTIFICATE OF AUTHORI7ATON 29214 T • •Mobile: stick toWher" 13W CONCORD TERRACE SUITE 200 SUNRISE. R 33323 -1 L IAUi111 FQU%�L�X'FL UCA 63808 ATC FT. PIERCE WEST A2P0047A 569D WEST MIDWAY ROAD FORT PIERCE, FLORIDA 34981 (ST. LUaE COUNTY) SHEET NAME EQUIPMENT PLANS EXISTING EQUIPMENT PLAN 1 PROPOSED EQUIPMENT PLAN 1211 C1 EXISTING TWIN AWS TMA (TYP. OF 3) EXISTING GSM-UMTS PCS RRU (TYP. OF 3) EXISTING T-MOBILE JUNCTION BOX W/ OVP BELOW UMTS PCS RRU ELEV. 180't EXISTING GSM-UMTS PCS ANTENNA TO BE RECONFIGURED (TYP. OF EACH SECTOR) SFo AT. 0 �a EXISTING T-MOBILE JUNCTION BOX W/ OVP BELOW UMTS PCS RRU . . (b EXISTING ANTENNA LAYOUT P SE6a5y0 Pti —EXISTING UMTS AWS ANTENNA TO BE REPLACED (TYP. OF 3) EXISTING LTE AWS RRU -� (ttP. OF 3) EXISTING LTE AWS ANTENNA (TYP. OF EACH SECTOR) EXISTING T-MOBILE JUNCTION BOX W/ OVP EXISTING UMTS PCS ANTENNA (TYP. OF EACH SECTOR) '12FoToq Jo, � EXISTING PLAIN AWS TMA (TYP. OF 3) EXISTING GSM-UMTS PCS RRU (TYP. OF 3) EXISTING T-MOBILE JUNCTION BOX W/ OVP BELOW UMTS PCS RRU EXISTING T-MOBILE JUNCTION BOX W/ OVP BELOW UMTS PCS RRU S�0S o�6d —PROPOSED LTE 700 / UNITS p AWS / GSM PCS ANTENNA CIS (TYP. OF EACH SECTOR) —EXISTING LTE AWS RRU OF 3) EXISTING LTE AWS ANTENNA (TYP. OF EACH SECTOR) EXISTING T-MOBILE JUNCTION BOX W/ OVP mlb ¢�2 ANTENNA SPECIFICATIONS ANTENNA- SECTOR— AZIMUTH -IN -DEGREES- —_-_— _-ODEi.-_ —_ _ RADIATION _EXfST[NG. (%�F ---COAX —` —CENTER— ALPHA 60- ANDREW SBNHH-1D65B.SR (1) 180' -(4) BETA 180' ANDREW SBNHH-1065B.SR (1) ISO' (4) GAMMA 300, ANDREW SBNHH-ID659.SR (1) 1 180' (4) 6 NTs 1 PROPOSED ANTENNA LAYOUT REV DATE DESCRIPTOM A 08/14/15 PRELIM PLANS B 09/22/15 REVISED PER COMMENTS C 09/28/15 REVISED PER COMMENTS D 10/07/15 REVISED PER COMMENTS 0 10/09/15 FINAL PLANS ISSUED PROJECT NO.: 151026.109 DRAWN BY: M. TIi0MA5 PROECT MANAGER: D. REVELS CHECKED BY: D. REVELS THIS DRAWING IS COPYRIGHTED AND IS THE SOLE PROPERTY OF THE OWNER IT IS PRODUCED SOLELY FOR USE BY THE OWNER AND ITS AFFIUATES. REPRODUCTION OR USE OF THIS DRAWING AND/OR THE INFORMATION CONTAINED IN IT IS FORBIDDEN WITHOUT THE WRITTEN PERMISSION OF THE OWNER �= Telecom ❑06] IEIECOM PARKWAY TAMPA, LLCRIOA 336]] (813) 51 -9660 CmnACAIE OF AUTHMZhMON 29214 T • •Mobile stick together' 1300 CONCORD TERRACE sun 290 SUNRISE. R W323 63808 -- ATC FT. PIERCE WEST A2P0047A 5690 WEST MIDWAY ROAD FORT PIERCE, FLORIDA 34981 (ST. LUCIE COUNTY) SHEET NAME ANTENNA LAYOUTS ;;;�2 l C3 PROPOSED ANTENNA TILT BRACKET PROVIDED W/ ANTENNA PROPOSED PIPE MOUNTING BRACKETS PROVIDED W/ ANTENNA (TYP.) PROPOSED T-MOBILEe ANTENNA Till 7--PROPOSED ANTENNA BRACKET PLAN VIEW FRONT VIEW PROVIDED W/ ANTENNA MODEL• ANDREW SBNHH-,D65B.SR WEIGHT: 40.6 LBS ANTENNA MOUNTING DETAIL NTS 1 ANTENNA SPECS NTs 2 PROPOSED WOW LONG SCH40 PROPOSED UNISTRUT GALVANIZED STEEL POST PIPE CLOMP PART$ P1431. OR APPROVED EQUAL (TYP.) PROPOSED UNISTRUT P1000 (TYP.) PROPOSED Y2'0 A325 EXISTING BRIDGE BOLT AND NUT (TYP.) SUPPORT POST e(3) PROPOSED RRU i n Mi , 2'0x36'DEEP 3,000 PSI- --- � -- -- - - t15.75'—�i � -� -15.75' - CONCRETE BASE FOR S' HIGH POST 12'0 x 48' DEEP FOR 10' HIGH POST n (RRU MOUNTING DETAIL MODEL' NSN RRU FRLB WEIGHT: 59.52 LBS m 1 3 RRU SPECS FRONT VIEW I,I_10t0ll121TA 'REV DATE DESCRIPTION A 29/14/15 PRELIM PUNS B 09/42/15 REVISED PER COMMENTS C 09/26/15 REVISED PER COMMENTS D 10/07/15 TENSED PER COMMENTS 0 10/09/15 FINAL PUNS ISSUED PROJECT NO.: 151026.109 DRAWN BY: iM. THOMAS PROJECT MANAGER: D. REVELS CHECKED By. D. REVELS 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 13067 =COM PARKWAY TAMPA, RORIDA 33637 (613) 51 -9680 CER'DFICAIE OF AUNDRI7AnON 29214 T . •Mobile: stick together' 13W CONCORD TERRACE SUIX 200 SUNRISE, R.33323 C3 ATC T. PIERCE WEST A2P0047A 5590 WEST MIDWAY ROAD FORT PIERCE, FLORIDA 34961 (ST. WqE COUNTY) SHEET NAME DETAILS SHEET NUMBER C4 iv�R•yY PROPOSED #6 AWG GREEN -s• STRANDED COPPER CONDUCTOR EXISTING GROUND I (TYP) a BAR COPPER CONDUCTOR (TYP.) REV DATE DESCRIPTION A all 4/16 PRELIM PUNS B 09/22/15 REVISED PER COMMENTS C C9/2B/15 REVISED PER COMMENTS D 1O/D7/15 REVISED PER COMMENTS 0 10/09/15 FINAL PLANS ISSUED PROJECT NO.: 151026.109 DRAWN BY: M. THOMAS PROJECT MANAGER: D. REVELS 11 CHECKED BY: D. REVELS PROPOSED T-MOBILE THIS DRAWING IS COPYRIGHTED AND IS I ANTENNA THE SOLE PROPERTY OF THE OWNER. IT f{ q- IS PRODUCED SOLELY FOR USE BY THE WASHER OWNER AND ITS AFFTIUTES. REPRODUCTION OR USE OF THIS DRAWING EXISTING ANTENNA v AINED IN F/j OqDO®® �fik1Y4' SS BOLT ISOR THE INFORMA71ON FORBIDDENWIRWUT THETWRITTEN MOUNTING PIPEy�fi BO ® 0 ° ® PERMISSION OF THE OWNER. WASHER Tel®com SS LOCK WASHER 1T06AM7 TELECOM PA 3637Y TROflIOA ]]6A 3§' SS NUT (813) 514-9BBO 14 I CERTINCATE OF AUTICRRAnaN 29214 I EXISTING SECTOR �/ TYPICAL GROUND BAR CONNECTION DETAIL NTs 2 T ' -Mobile'' _ GROUND BAR (TYP.) / /� sticktogether' PROPOSED T-MOBILE 13N CONCORD TERRACE SUITE 200 RRU SUNRISE. R ID 23 1. RECORD DRAWINGS: MAINTAIN A RECORD OF ALL CHANGES, SUBSTITUTIONS BETWEEN WORK AS SPECIFIED AND INSTALLED. RECORD CHANGES ON A CLEAN SET OF CONTRACT DOCUMENTS WHICH SHALL BE TURNED OVER TO THE CONSTRUCTION MANAGER UPON COMPLETION -OF THE skit I//// PROJECT. . ! - - - ; . t J // 2. GUARANTEE/WARRANTY: GUARANTEE INSTALLATION.TO BE FREE OF DEFECTS, SHORTS., GROUNDS, ` N ENF�(z ETC., FOR A PERIOD OF ONE YEAR. FURNISH WARRANTY=SO THE DEFECTWE-MATE_RIAL' AND/OR WORKMANSHIP WILL BE REPAIRED/REPLACED IMMEDIATELY UPON NOTIFICATION AT NO COST TO THE OWNER FOR PERIOD OF WARRANTY. EXISTING MAIN 3. ALL TIE WRAPS SHALL BE CUT FLUSH WITH APPROVED CUTTING TOOL TO REMOVE SHARP 1 i1 �/ " : W GROUND BAR (TYP.) EDGES. _ �F W 4. ELECTRICAL METAW_ C_TUBING _ OR, RIGID NONMETALLIC CONDUIT_ I E., RIGID PVC 10 --- --� SCHEDULE-4 CH Oa 0 FOR LOCATIONS-SUBJECTi PRYSICAI. DAMAGE) 0 OR-RIGID-PVC-S ED 0 PROPOSED ((6 AWG GREEN - - __ __SHALL=BE-USEDOR-T3(F.OSE9-IND08R-LOC:dIONS. - - - - /- -� - -- DED-COPPER-CONDUCTOR-^ _ / Q P�. 1tY (TYP.). _ _ - -- - - - _ - = 5; LIQUID=TIGHT FLEXIBLE-METAWC -CONDUR'(000ID-TILE -FLEX) SHALL BE USED INDOORS ANC -� TV1 INB1N �I�� 63e08 OUTDOORS, WHERE VIBRATION OCCURS OR FLEXIBILITY IS NEEDED. 6. WIREWAYS SHALL BE EPDXY -COATED (GRAY) AND INCLUDE A HINGED' COVER, DESIGNED TO A SWING OPEN DOWNWARD; SHALL BE PANDUIT TYPE E (OR EQUAL); AND RATED NEMA 1 (OR FT. PIERCE WEST BETTER) INDOORS, OR NEMA 313 (OR BETTER) OUTDOORS. 7. EQUIPMENT CABINETS, TERMINAL BOXES, JUNCTION BOXES, AND PULL BOXES SHALL BE A2P0047A GALVANIZED OR EPDXY -COATED SHEET STEEL, SHALL MEET OR EXCEED UL 50, AND RATED NEMA 1 (OR BETTER) INDOORS, OR NEMA 3R (OR BETTER) OUTDOORS. 5690 WEST MIDWAY ROAD '— FORT PIERCE FLORIDA 34981 B. METAL RECEPTACLE, SWITCH, AND DEVICE BOXES SHALL BE GALVANIZED, EPDXY -COATED, OR (ST. waE COUNTY) NON -CORRODING; SHALL MEET OR EXCEED UL 514A AND NEMA OS 1; AND RATED NEMA 1 SHEET NAME (OR BETTER) INDOORS, OR WEATHER PROTECTED (WP OR BETTER) OUTDOORS. 9. NONMETALLIC RECEPTACLE, SWITCH, AND DEVICE BOXES SHALL MEET OR EXCEED NEMA OS 2; GROUND DETAILS AND RATED NEMA 1 (OR BETTER) INDOORS, OR WEATHER PROTECTED (WP OR BETTER) AND NOTES OUTDOORS. SHEET NUMBER GROUNDING DIAGRAM (TYP.) Nrs l 1 IGROUNDING NOTES Nm 3 E1