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HomeMy WebLinkAboutPLANS�_. _ ® THESEP ARE SU R��EpOUjApR . MAYp41IF1(F36'eL•Bl[A9 CQhiP�Y �tl�� together ATC W 0 0 D C R E ST SCANNED St. Lucie C ty "iA " A �iL! 14101 SOUTH ANGLE ROAD_ ��11��'�����_ i1�•�, . WEST ST. LUCIE FLORIDA 34945 NSANDALLPROOOSEDWOR.K (ST. LUCIE COUNTY) �" NT IECT TO CLhi . ' TINS EN O'I�(kTi-j �l,fE�LJ9,�ywE�jJi�ft(q;'AI�'EA{sq+THAT XIOER l® A2 P 0 0 48A � R ITN AL APVWQAt3L � AOM ATC NAME/SITE#; ANGLE' -ROAD 'FL /- TEG .: L700#OJECT I, 'Copy.. LOCAL MAP ..` PROPERTY SUMMARY PROJECT DESCRIPTION INDEX ''OF DRAWINGS ' , 9 + Rol 7_., 1t.�.1 , g tea. a i uw�X 4 ©� St We . m a ° �• • 1 WAR as r.7 � - - SITE LocAnoN - s` 'S T ; - U C I e :- I Gwdeim z . • '° �'"^"�a ? f -N 1 �J. Yeeylaa Aver • 3 ���q� •rd++ves ea_ rmn 3._ �D -®, J �. -f411Q 1332-211-0002-000-5 - , s.Wv PROPERTY OWNER - ST LUClEvM1i,II w INDRIO HOLDINGS LLC FLAN 1626 90TH AVENUE VERO BEACH, FLORIDA 329SHALL ,- _ __, - A` - LATITUD BLDG• 27.47087675 N DA'�`' " LONGTTU_DE : ELEC: "/77 ,� —80.45106 W DATE: � ZONING JURISDICTION PLUMB: ST. LUCIE COUNTY DATE. IDATE: 1. .THE WIRELESS COMMUNICATIONS FACILITY IS NOT, INTENDED FOR HUMAN OCCUPANCY. .' 2- THIS FACILITY DOES NOT REQUIRE POTABLE WATER AND WILL NOT PRODUCE -ANY SEWAGE. : 3. CONTRACTOR •SHALL VERIFY ALL PLANS AND IXISTING DIMENSIONS AND CONDITIONS ON THE JOB SITE AND IMMEDIATELY NOTIFY THE. ENGINEER IN WRITING OFC2 -ANY DISCREPANCIES BEFORE PROCEEDING WITH THE WORK OR BE RESPONSIBLE FOR SAME 4- THE SCOPE OF WORK CONSISTS OF MODIFYING THE EXISTING WIRELESS INSTALLATION: REMOVAL OF (3) IXISDNG ANTENNAS REMOVAL OF (1) GSM EQUIPMENT CABINET INSTALLATION OF (3) NEW ANTENNAS INSTALLATION OF (3) NEW RRUS (REMOTE RADIO UNITS) SHT. NO. DESCRIPTION REV. N0: T7 TITLE SHEET 0: T2 NOTES 0 Cl EQUIPMENT PLANS - 0 TOWER ELEVATION 0 C3 ANTENNA LAYOUTS. 0 C4 DETAILS . 0 E7 GROUND DETAILS AND NOTES 0 _ - ST REV lffv \VED DY . ` ` RMIT DiUST BE KEP T WILL BE MADE. VICINITY MAP DESIGN CRITERIA CODE COMPLIANCE ` ' _ DESIGN WIND SPEED: 1W MPH (ULTIMATE 3—SEC GUST)' 120 MPH (NOMINAL 3—SEC GUST) IXPOSURE CATEGORY: C RISK CATEGORY. II OPEN STRUCTURE ALL WORK AND MATERIALS SHALL BE PERFORMED AND INSTALLED IN ACCORDANCE WITH THE CURRENT EDITIONS OF THE FOLLOWING CODES AS ADOPTED BY THE LOCAL GOVERNING AUTHORITIES. NOTHINGS IN THESE PLANS IS TO BE _ CONSTRUED TO PERMIT WORK NOT. CONFORMING TO THESE CODES.: _ 41 O` _ / po' . of 4 F" SITE LOCATION 1 \ � 1 - f G DESIGN CRITERIA TAKEN FROM A STRUCTURAL ANALYSIS PERFORMED BY AMERICAN TOWER CORP., DATED 08-20-15. 1. FLORIDA BUILDING CODE, 5TH EDITION (2014). 2. NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) 70, NATIONAL ELECTRICAL CODE, 2011 EDITION. 3. TIA-222—G WITH ADDENDUM- 1 AND 2 APPLICABLE 4. LIFE DSAAFFETY CODE NFPA-1D1-2012. 5. FLORIDA FIRE PREVENTION CODE, 5TH EDITION. 6. AMERICAN INSIu UI OF STEEL CONSTRUCTION (AISC) 360-10 AND 341-10. 7. UNDERWRITERS LABORATORIES (LLC) APPROVED ELECTRICAL PRODUCTS. B. LOCAL JURISDICTIONAL REQUIREMENTS. s. CITY/COUNTY ORDINANCES. CONCEALED FASTENERS OR ATTACH ARE THE AESPOWNLITYOFTHE RF DESIGN VERIFICATION - CONTACTS _ DESIGN BASED ON RFDS DATED 07/09/2015. CONTRACTOR SHALL REQUEST CURRENT REDS PRIOR TO CONSTRUCTION MOBILE SOUTH LLC 1300 CONCORD TERRACE SUIT SUITE 200 SUNRISE, FL 33323 CALTROP PROJECT MANAGER - - - DARREN REVELS (813) 514-9880 - �NTRAR - Of REM 'REV DATE DESCRIPTION A 08/18/15 PRELIM PLANS'.. B 11/17/15 REVISED PER COMMENTS 0 12/02/15 FINAL PLANS ISSUED PROJECT NO.f 151026.110 DRAWN BY: M. THOMAS PROJECT MANAGETt D. REVELS CFECKED. 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 AFFILIATES. REPRODUCTION OR USE OF THIS DRAWING AND/OR WE INFORMATION CONTAINED IN IT IS FORBIDDEN NTTHOUT THE NRNTTN PERMISSION OF THE OWNER. tal Telecom 13067 TELECOM PARKWAY; TAMPA• FLORIDA 33637 (813) 514-9800 CERPRCATE OF AUTIORIMMON 29214 T •:•Mobile. stick togWher' 1300 CONCORD TERRACE SUITE zoo SUNRISE. R 33323 a 1. THE APPROPRIATE UTILITY LOCATING SERVICES SHALL BE CONTACTED PRIOR TO THE START OF CONSTRUCTION IN ORDER TO VERIFY THE EXACT LOCATION OF ALL 1. FOR THE�PURPOSES OF THESE CONSTRUCTION DRAWINGS, THE FOLLOWING DEFINITIONS SHALL APPLY: EXISTING UNDERGROUND UTILITIES. 2. THE INSTALLATION OF NEW UTILITIES SHALL BE COORDINATED WITH LOCAL AUTHORITIES. - OWNER - T-MOBILE SOUTH LLC 3. ALL EXISTING ACTIVE SEWER, WATER.. GAS, ELECTRIC AND OTHER UTILITIES, WHERE ENCOUNTERED IN THE WORK, SHALL BE PROTECTED AT ALL TIMES. WHERE ENGINEER - CALTROP CORPORATION 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 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. 2. PRIOR TO SUBMITTING 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 ACCOMPUSHED 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. _ 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 4. THE CONTRACTOR'S USE OF A CONSTRUCTION STAGING AREA SHALL BE COORDINATED WITH THE OWNER WELL 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 FOR EROSION AND SEDIMENT CONTROL 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 8. 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 ALLDISTURBED 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 SITE WORK NOTES 12 UNLESS OTHERWISE INDICATED BY DIMENSIONS OR DETAILS. EXACT EQUIPMENT LOCATIONS MAY BE MODIFIED 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 AISC 'STEEL CONSTRUCTION MANUAL'. 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 2.� IAL- 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 A723 AND ASTM A753 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 STANDARDS.D. 10. ALL NECESSARY PROVISIONS SHALL BE MADE TO PROTECT EXISTING: IMPROVEMENTS.. LANDSCAPING, PAVING, ALL STRUCTURAL,PIPE MEMBERS SHALL BE ASTM A500 GRADE B (Fy=42k9i). AND.'HOT DIPPED' GALVANIZED IN ACCORDANCE WITH ASTM _A123 AND ASTM CURBS, GALVANIZED SURFACES, ETC, AND THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO A153 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. - - 11. THE FOLLOWING CLEANUP TASKS SHALL BE PERFORMED AS FOLLOWS; (i) ON A DAILY BASIS, KEEP THE 2. DESIGN, FABRICATION, AND CONSTRUCTION OF ALL CONNECTIONS SHALL CONFORM TO AISC STEEL CONSTRUCTION GENERAL AREA CLEAN AND HAZARD FREE, REMOVING ALL WASTE, DEBRIS AND TRASH FROM THE SITE AND 3. WELDING: COPY DISPOSING OF SAME. IN EA 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 0 1.1, LAT EVI ON. 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 MANUFACTURER'S RECOMMENDATIONS EXCEPT WHERE IT IS SPECIFICALLY INDICATED OTHERWISE IN THE 4. ALL BOLTS SHALL BE GALVANIZED Y..' DIAMETER, /325-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 . COMPLY WITH ALL CODES, REGULATIONS AND ORDINANCES. THE CONTRACTOR S' SHALL GIVE ALL NOTICE EL .5, THE CONTRACTOR/STEFABRICATOR 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 PUBBLICLIC AUTHORITY HAVING CONFLICT WITH THE REINFORCEMENT WHEN INSTALLING ANCHORS. THE ANCHORS SHALL BE INSTALLED PER THE MANUFACTURER'S INSTRUCTION. JURISDICTION OVER THE PERFORMANCEOF THE WORK. MECHANICAL AND ELECTRICAL SYSTEMS SHALL BE 6. THE CONTRACTOR/STEEL FABRICATOR SHALL CONFORM TO THE MINIMUM EDGE DISTANCE REQUIREMENTS IN ACCORDANCE WITH THE AISC MANUAL OF STEEL INSTALLED IN ACCORDANCE WITH ALL APPLICABLE MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS AS WELL CONSTRUCTION. AS LOCAL AND STATE CODES, ORDINANCES AND APPLICABLE REGULATIONS. . 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 CUT ATTENTION. HE SHALL BE SOLELY RESPONSIBLE FOR ALL OF THE CONSTRUCTION MEANS, METHODS, p UNDER ANY CIRCUMSTANCES WITHOUT APPROVAL OF THE ENGINEER. TECHNIQUES, SEQUENCES AND PROCEDURES AND FOR COORDINATING ALL PORTIONS OF THE. WORK, B THE CONTRACTOR/STEEL FABRICATOR -SHALL CAP OR SEAL ALL PIPES AS REQUIRED TO PREVENT WATER INTRUSION. INCLUDING CONTACT AND COORDINATION WITH THE CONSTRUCTION MANAGER AND WITH THE OWNER'S - AUTHORIZED REPRESENTATIVE. 9. THE CONTRACTOR/STEEL FABRICATOR SHALL SUBMIT SHOP DRAWINGS :FOR REVIEW PRIOR TO 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 ERECTION 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. GENERAL NOTES 1' STRUCTURAL STEEL NOTES 3 REV DATE DESCRIPTION A 08/18/15 PRELIM PLANS B 11/17/15 RE USED PER COMMENTS 0 12/02/45 FINAL PLANS ISSUED PROJECT NO.: 151026.110 DRAWN BY: M. THOMAS PROJECT MANA(,L I D. REEVES CHECKED. BY: I D. REVELS 2• , 0' 1' 2• FOR 24'X38' DRAWINGS GRAPHIC SCALE 3/4' = 1'-O' FOR 11'07' DRAWINGS GRAPHIC SCALE 3/8' = 1'-O' i EXISTING T-MOBILE WAVEGUIDE BRIDGE � I I � I I \\ I EQGSM UIPMENT \ CABINET (TO BE REMOVED) EXISTING T-MOBILE - JUNCTION BOX W/ OVP d. O . EXISTING T-MOBILE EQUIPMENT INVENTORY QA TELCO ENCLOSURE O SERVICE DISCONNECT © METER QD PPC (k)) (f) FIBER ENCLOSURE EXISTING EQUIPMENT PLAN NOTE: INFORMATION FOR COMPOUND DETAIL TAKEN FROM INFORMATION PROVIDED BY T-MOBILE AND A SITE WALK PERFORMED BY CALTROP TELECOM ON 07-17-15. 1 PROPOS EXISTING T-MOBILE WAVEGUIDE BRIDGE e(3) PROPOSED LTE 700 RRUS C4 MOUNTED TO. PROPOSED RRU H-FRAME 3 PROPOSED T-MOBILE C4 RRU H-FRAME a 7 -0' a a 2' 0' 1' 2' FOR 24'X36' DRAWINGS GRAPHIC SCALE- 3/4' = 1'-O' FOR 11'X77' DRAWINGS GRAPHIC SCALE: 3/8' = 1'-0' SEC M / D TFCOA / i I N Q i - EXISTING T-MOBILE JUNCTION BOX W/ OVP _ REV DATE DESCRIPSON A 08/18/15 PRELIM PLANS B 11/17/15 REVISED PER COMMENTS 0 12/02/15 FINAL PLANS ISSUED PROJECT NO-' 151026.110 DRAWN BY: N. THOMAS PROJECT MANAGM " D. REVELS CHECKED, BY: D. REVELS IRIS 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 13067 TELECON PARKWAY: TAMPA. FLORIOA 33"7. (813) 514-9BBB CERPFICATE OF AUTHORRATON 29214 T.'_'Mobilee StIck }oWhe►' 13M CONCORD TERRACE SUITE 200 SUNRISE. R 33323 - TV1 * 'W= ... 63808 y 11 I 1 VA9l. WOODCRES. T= EXISTING T-MOBILE EQUIPMENT INVENTORY A2POO4BA 14101 SOUTH ANGLE ROAD (Z) TELCO ENCLOSURE WEST ST. LUCIE FLORIDA 33845 QB SERVICE DISCONNECT (ST. waE COUNTY) © METER SHEET NAME . QD PPC QE FIBER ENCLOSURE - EQUIPMENT PLANS EQUIPMENT PLAN 12 C1 62 2' 0' 16' FOR 24'x36' DRAWINGS GRAPHIC SCALE: 1/16" = 1'-0' FOR 11'x17' DRAWINGS GRAPHIC SCALE 1/32' = 1'-O' I + OF TOWER = 300' AGL NOTES; 1. FOR ANTENNA MOUNTING AND COAX ROUTING INFORMATION, SEE STRUCTURAL ANALYSIS BY AMERICAN TOWER CORP., DATED 08-20-15: 2. INFORMATION FOR TOWER ELEVATION PROVIDED . BY T-MOBILE. - 3. ANTENNA HEIGHTS/INFORMATION TAKEN FROM STRUCTURAL PROVIDED BY AMERICAN TOWER CORP., DATED 08-20-15. 4. TOWER MODIFICATION DRAWINGS ARE TO BE COMPLETED ON A DIFFERENT PERMIT AND NOT .PART OF THESE CONSTRUCTION DRAWINGS. J� EXISTING ANTENNAS RAD CENTER = 111' AGL. (ISTING ANTENNAS 4D CENTER = 295 AGL (ISTING ANTENNAS A 4D CENTER = 276' AGL (ISTING ANTENNAS 4D CENTER =: 250' AGL - (ISTING AND PROPOSED T-MOBILE ANTENNAS 6 4D CENTER = 187' AGL (ISTING ANTENNAS NO CENTER = 180' AGL (ISTING ANTENNAS AD CENTER =: 155' AGL Y (ISTING ANTENNAS _ AD CENTER = 135' AGL (ISTING ANTENNAS A AD CENTER = 124' AGL' (ISTING ANTENNAS AD CENTER= 110' AGL (ISTING ANTENNAS _ A AD CENTER = 98' AGL Y A EXISTING 300' a SELF-SUPPORT TOWER RRRLLL(1 REV DATE DESCRIPTION A 08/18/15 PRE1)M PLANS B 11/17/15 RENSED PER COMMENTS 0 12/02/15 FINAL PLANS ISSUED PROJECT N0: 151026.110 DRAWN BY: M. THOMAS PROJECT MANAGER: I D. REVELS CHECKED BY: 1 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. Ir Telecom 13067 TELECOM PARKWAY' TAMPA. RORIDA }3637 (813) 51"880 CERTIFICATE OF AUTHORIZATON 29214 T. -.-Mobile nick tine►' 1300 CONCORD TERRACE SURE 200 SUNRISE. R. W323 63MB WOODCREST A2P0048A 14101 SOUTH ANGLE ROAD WEST ST. LUCIE. FLORIDA 33945 (ST. LUCIE COUNTY) SHEET NAME TOWER ELEVATION SHEET NUMBER C2 TOWER ELEVATION 1 EXISTING T-MOBILE JUNCTION `s BOX W OVP BELOW EXISTING REV DATE DESCRIPTION A W/18/15 PRELIM PLANS B 11/17/15 REVISED PER COMMENTS 0 12/02/15 FINAL PLANS ISSUED PROJECT NO.: 151026.110 DRAWN BY: M. THOMAS PROJECT MANAGER: D. REVELS CHECKED. Y. D. REVELS @ OR - LTE AWS RRU (TYP. OF 2) THIS DRAWING PRO E TY OF THE O AND II .- 30a THE SOLE PROPERLY OF THE OWNER IT P IS PRODUCED SOLELY FOR USE BY THE . - apiL 6(j OWNER AND ITS AFFILIATES. REPRODUC71ON OR USE OF THIS DRAWING pJ. AND/OR THE INFORMATION CONTAINED IN IT IS FORBIDDEN WITHOUT THE VMTIEN PERMISSION OF THE OWNER EXISTING T-MOBILE JUNCTION ' SFO BOX W/ OVP BELOW EXISTING EXISTING LTE AWS RRU EXISTING,. STAND-OFF .. aTOR 0 LTE AWS RRU (TYP:- OF-2) (TYP. OF 3) (TYP. OF EACH SECTOR) - - `300. EXISTING UMTS AWS RRU - .S�GCp Cs _ ) (TYP. OF 3) • ' a p'L - , ELEV. - Telecom • - 13057 1 CON PARKWAY' EXISTING LTE AWS RRU EXISTING STAND-OFF TAMPA, FLDRIDA 3363Z (TYP. OF 3) (TYP. OF EACH SECTOR) - (813) 51"880 CERTIFICATE OF AUTHORIZA➢ON 29214 EXISTING UMTS AWS RRU (TYP. OF 3) ELEV.. EXISTING'T-MOBILE JUNCTION :BOX W/ OVP T. •:•Mobiles EXISTING GSM-UMTS PCS RRU stldctogether (TYP. OF 3) _ 13DO COxCORD TERRACE; . 9Uff 200 ' SUNRISE, R W323 RECONFIGURED UMTS PCS EXISTING LTE AWS ANTENNA - - EXISTING T-MOBILE JUNCTION ANTENNA (TYP- OF EACH SECTOR) - (TYP. OF EACH SECTOR) ' _ - BOX W/ OVP - PROPOSED HIXPORT LTE 700 / UNITS AWS /GSM PCS ANTENNA 2 EXISTING GSM-UMTS PCS RRU'' - - - - - - C4 - - (TYP. OF 3) _ m m (TYP. OF EACH SECTOR) IL EXISTING.GSM-UMTS PCS EXISTING LTE AWS ANTENNA m ,� / ANTENNA TO BE RECONFIGURED TOR) OF EACH SECTOR CO Fy(TYP. OF EACH SECTOR) EXISTING UMTS AWS ANTENNA TO BE - PLE �;N E��` REPLACED (TYP. OF EACH SECTOR) Z. •`A �L y EXISTING ANTENNA LAYOUT = 0•6 : K = `L1'LTMVYFL�{?G380B WOODCREST' A2P0048A 14101 SOUTH ANGLE ROAD WEST ST. WCJE FLORIDA 33945 (ST. WOE COUNTY) - - SHEET NAME ANTENNA LAYOUTS . - SWEET NUMBER . Nrs 1 PROPOSED ANTENNA LAYOUT NTs 2 C3 ANTENNA. SPECIFICATIONS. ANTENNA '.SECTOR AZIMUTH IN DEGREES MAKE MODEL Ott. RADIATION CENTER EXISTING # OF .COAX 'ALPHA _ 69 AN DREW SBNHH-1D65B.SR' (1) 187' - (2) BETA '.-180' ANDREW SBNHH-1D65B.SR (1) _ 187' (2) GAMMA 300- ANDREW SBNHH-1D65B.SR (1) 187' (2) °,ltliair,�, F7 ir. .'`� �,.'.,G i' 7C.'x_ - j.id. ^1.. '�a ...5`. r '� (i1� `l d:` ' + X NA MOUNTING DETAIL ANTENNA TILT 'ROVIDED W/ PIPE MOUNTING PROVIDED W/ TYP.) T-MOBILEe NTENNA PIPE r PLAN VIEW ANTENNA BRACKET . W/ ANTENNA MODEL' ANDREW SBNHH-1D65B.SR WEIGHT: 40.6 LES NTs 1 ANTENNA SPECS . � IUI +I 11.9• F� RIM ti^ REV DATE DESCRIPTION A 08/18/15 PRELIM PLANS B 11/17/15 REVISED PER COMMENTS 0 12/02/15 FINAL PLANS ISSUED PROJECT NO.i 151026.110 DRAWN BY: M. 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 AFFIUATCS. REPRODUCTION OR USE OF THIS DRAWING AND/OR THE INFORMATION CONTAINED IN IT IS FORBIDDEN W,TI,OUT THE WRfNEN PERMISSION OF THE OWNER. TelT®lecom 13067 TELECOM PARKWAY. TAMPA. RORIDA 3J6}7 (813) 5'"880 CEROFICAIE OF AUTHORIZATION 29214 T • -Mobile Nm 2 stick together' IWO CONCORD TERRACE SURE 2DD PIPE CAP I - SUNRGE R 33323 PROPOSED 31200 SCH40 PROPOSED UNISTRUT GALVANIZED STEEL POST PIPE CLAMP PART# (TYP.) OR " APPROVED EQUAL (TYPJ PROPOSED UNISTRUT P1000 (TYP.) PROPOSED )¢•0 A325 BOLT AND NUT (TYP.) - - vi e(3) PROPOSED RRU Mi i 3.0 SCH. 40 SUPPORT � ' PIPE 6'-0• LONG 15.75' 15.75- PL10x10x%" BASE PLATE (VIP.) _ o J Y(TYP OF HKWIK BOLT III W/ 3NC EMBED. (TYP OF 4),MIN. EDGE DISTANCE 1• TO -I ¢ STEEL AND 4• TO CONCRETE FRONT VIEW PLAN VIEW Y4 0 PL10x10x- BASE PLATE' SNAG/AO� : (TYP.) NC EXISTING CONCRETE PAD MODEL NSN RRU FRLB WEIGHT: 59.52 LEIS " RRU MOUNTING DETAIL NTs 13IRRU SPECS NTs 4 RRU SPECS NMI 5 ;W 1A2P0048A 14101 SOUTH ANGLE ROAD WEST ST. LUCIE, FLORIDA 33945 (ST. LUCIE COUNTY) SHEET NAME- DETAILS SHEET NUMBER C4 cm EXISTING SECTOR GROUND BAR (TYP.) EXISTING MAIN GROUND BAR (TYP.) �i PROPOSED #B AWG GREEN STRANDED COPPER CONDUCTOR (TYP.) (.GROUNDING DIAGRAM 3 GREEN t CONDUCTOR ILE T-MOBILE EXISTING GROUND BAR GROUND,"BAR CONNECTION D ST. LUCIE COUNTY BUnDING D W US ON REVIEWED FOR C .����1��✓ r REVIEWED B DATE 5 PLANS AND PERMIT MUST BE KEPT ON JOB :Cn NWILL.BEMADE, COPPER CONDUCTOR (TYP.) ' WASHER % x1Y♦' SS BOLT WASHER' 3§' SS LOCK WASHER SS F COPY REV DATE DESCRIPTION A 08/18/15 PREUM PLANS B 11/17/15 REVISED PER COMMENTS 0 12/02/15 FINAL PLANS ISSUED PROJECT NOs 151026.110 DRAWN BY: M. 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 AFFIUATES. 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 (613) 511-9080 CERTIFICATE OF AUTNORIZAMON 29214 2 T • •Mobile: NTs stidctopether' 1300 CONCORD TERRACE SUITE 200 SUNRISE. R 33323 1. RECORD DRAWINGS: MAINTAIN A RECORD OF ALL CHANGES, SUBSTLTUTIONS 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 " PROJECT.',/z��� 2. GUARANTEE/WARRWTY: GUARANTEE INSTALLATION TO BE FREE OF DEFECTS, SHORTS, GROUNDS, F N ETC., FOR A PERIOD OF ONE YEAR. FURNISH WARRANT' SO THE DEFECTIVE MATERIAL AND/OR " WORKMANSHIP WILL BE REPAIRED/REPIACED IMMEDIATELY, UPON NOTIFICATION AT NO COST TO THE OWNER FOR PERIOD OF WARRANTY. •r� - - ` 3. ALL TIE WRAPS SHALL BE CUT FLUSH WITH APPROVED CUTTING TOOL TO REMOVE SHARP " - EDGES.' ( * ! W uj 4. ELECTRICAL. METALLIC TUBING (EMI) OR RIGID NONMETALLIC CONDUIT (I.E. RIGID PVC SCHEDULE 40. OR RIGID PVC SCHEDULE 80 FOR LOCATIONS SUBJECT TO PHYSICAL DAMAGE) •• Q.•: ui�Z:, SHALL BE USED FOR EXPOSED INDOOR LOCATIONS. 5. UQUID-TMETALLICT FLEXIBLE METALLIC CONDUIT (LJOUID-TTE TEX) SHALL BE USED INDOORS AND -ROR \• \/-63808 " OUTDOORS, WHERE VIBRATION OCCURS OR, FLEXIBILITY IS NEEDED. " 6. WIREWAYS SHALL BE EPDXY -COATED (GRAY) AND INCLUDE A HINGED. COVER, DESIGNED TO " SWING OPEN DOWNWARD; SHALL BE PANDUT TYPE E (OR EQUAL); AND RATED NEMA. 1 (OR WOODCREST . BETTER) INDOORS, OR NEMA 3R (OR BETTER) OUTDOORS. . 7. EQUIPMENT CABINETS, TERMINAL BOXES, JUNCTION BOXES, AND PULL BOXES SHALL BE A2P0048A 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: 14101 SOUTH ANGLE ROAD ' WEST ST. LUCIE. FLORIDA W945 " 8. METAL RECEPTACLE, SWITCH, AND DEVICE BOXES SHALL BE GALVANIZED, EPDXY -COATED, OR (ST. LUCIE COUNTY) NON -CORRODING; SHALL .MEET OR EXCEED UL 514A AND NEMA OS 1; AND RATED" NEVA i SHEET NAME " (OR BETTER) INDOORS, OR WEATHER PROTECTED (WP OR BETTER) OUTDOORS. GROUND DETAILS 9. NONMETAWC RECEPTACLE, SWTCH, AND DEVICE BOXES SHALL MEET OR EXCEED NEMA OS 2; AND RATED NEMA 1 (OR BETTER) INDOORS, OR WEATHER PROTECTED (WP OR BETTER) AND NOTES OUTDOORS. SLEET NUMBER 3 El NITS 1 GROUNDING NOTES Nm