The URL can be used to link to this page

Home My WebLink AboutPLANSMI CHECKLIST REQUIRED REPORT ITEM BRIEF DESCRIPTION PRE -CONSTRUCTION X MI CHECKLIST DRAWING THIS CHECKLIST SHALL BE INCLUDED IN THE MI REPORT. FABRICATION DRAWINGS SHALL BE SUBMITTED TO THE ENGINEER OF RECORD FOR REVIEW THE CONTRACTOR SHALL PROVIDE APPROVED SHOP WA FOR APPROVED SHOP DRAWINGS DRAWINGS TO THE MI INSPECTOR FOR INCLUSION IN THE MI REPORT. ONCE THE PRE -MODIFICATION MAPPING IS COMPLETE, PRIOR TO FABRICATION. THE CONTRACTOR SHALL PROVIDE DETAILEDASSEMBLY DRAWINGS. THESE ARE TO INCLUDE, BUT ARE NOT LIMITED TO, A VISUAL LAYOUT OF NEW REINFORCEMENT, EXISTING REINFORCEMENT CONFIGURATION AND X ASSEMBLYDRAWINGS ANY OTHER MISCELLANEOUS ITEMS WHICH MAY AFFECT SUCCESSFUL INSTALLATION OF MODIFICATIONS. THESE DRAWINGS SHALL BE SUBMITTED TO THE FOR FOR APPROVAL APPROVED ASSEMBLY DRAWINGS SHALL BE SUBMITTED TO THE MI INSPECTOR FOR INCLUSION IN THE MI REPORT. A LETTER FROM THE FABRICATOR, STATING THAT THE WORKWAS PERFORMED IN ACCORDANCE WITH INDUSTRY STANDARDSAND THE CONTRACT WA FABRICATION INSPECTION DOCUMENTS SHALL BE PROVIDED TO THE MI INSPECTOR FOR INCLUSION IN THE MI REPORT. A VISUAL OBSERVATION BY A CWI OF A PORTION OF WELDING ON THE PROPOSED STRUCTURAL MEMBERS IS REQUIRED AND A WRITTEN REPORT NIA FABRICATOR CERTIFIED WELD INSPECTION SHALL BE PROVIDED TO THE MI INSPECTOR FOR INCLUSION IN THE MI REPORT. MILL CERTIFICATION SHALL BE PROVIDED FOR ALL STEEL AS SPECIFIED IN THE MODIFICATION DRAWINGS AND THIS DOCUMENTATION SHALL BE WA MATERIAL TEST REPORT(MTR) PROVIDED TO THE MI INSPECTOR FOR INCLUSION IN THE MI REPORT. CRITICAL SHOP WELDS THAT REQUIRE TESTING (PER ENGT STD-STDARE NOTED ON THESE CONRACT DRAWINGS. A CERTIFI ED WELD INSPECTOR WA FABRICATOR NDE INSPECTION SHALL PERFORM NON-DESTRUCTIVE EXAMINATION AND A REPORT SHALL BE PROVIDED TO THE MI INSPECTOR FOR INCLUSION IN THE MI REPORT. ANOE(PER ENGSOW1 W33) OF THE POLE TO BASE PLATE CONNECTION IS REQUIRED AND A WRIT TEN REPORT SHALL BE PROVIDED TO THE MI WA NDE REPORT OF MONOPOLE BASE PLATE INSPECTOR FOR INCLUSION IN THE MI REPORT. WA PACKING SUPS THE MATERIAL SHIPPING UST SHALL BE PROVIDED TO THE MI INSPECTOR FOR INCLUSION IN THE MI REPORT. CONSTRUCTION (PERFORMED BY CONTRACTOR) A LETTER FROM THE GENERAL CONTRACTOR STATING THAT THE WORKMANSHIP WAS PERFORMED IN ACCORDANCE WITH INDUSTRY STANDARDSAND X CONSTRUCTION INSPECTIONS THESE CONTRACT DRAWINGS SHALL BE PROVIDED TO THE MI INSPECTOR FOR INCLUSION IN THE MI REPORT. A VISUAL OBSERVATION OF THE IXCAVATION AND REBAR SHALL BE PERFORMED BEFORE PLACING THE CONCRETE. A WRITTEN REPORT SHALL BE WA FOUNDATION INSPECTIONS PROVIDED TO THE MI INSPECTOR FOR INCLUSION IN THE MI REPORT. THE CONCRETE MIXDESIGN, SLUMP TEST, AND COMPRESSIVE STRENGTH TESTS SHALL BE PROVIDED TO THE MI INSPECTOR FOR INCLUSION IN THE MI WA CONCRETE COMP. STRENGTH AND SLUMP TESTS REPORT. POST INSTALLED ANCHOR ROD VERIFICATION SHALL BE PERFORMED IN ACCORDANCE WITH THE CARRIER'S REQUIREMENTS AND A REPORT SHALL BE NIA POST INSTALLED ANCHOR ROD VERIFICATION PROVIDED TO THE MI INSPECTOR FOR INCLUSION IN THE MI REPORT. THE GENERAL CONTRACTOR SHALL PROVIDE DOCUMENTATION TO THE MI INSPECTOR THAT CERTIFIES THAT THE GROUT WAS INSTALLED IN WA BASE PLATE GROUT VERIFICATION ACCORDANCE WITH NUMBER ENG-PRC-10012 FOR INCLUSION IN THE MI REPORT. A CERTIFIED WELD INSPECTOR SHALL INSPECT AND TEST AS NECESSARY ALL FIELD WELDS. CW SHALL FOLLOW ALL THE PROCEDURES SPECIFIED IN THE CARRIER'S STANDARD DOCUMENTS ENG-SOW-1OD66, ENGSTD-10D69 AND SRVSTD-10159. A REPORT SHALL BE PROVIDED TO THEM]INSPECTOR WA CONTRACTOR'S CERTIFIED WELD INSPECTION FOR INCLUSION IN THE MI REPORT. FULL PENETRATION WELDS IN THE VICINITY OF BASE OF THE TOWER ARE REQUIRED TO BE iW%NDE INSPECTED BY UT IN ACCORDANCE WITH AWS D1.1. PARTIAL PENETRATION AND FILLET WELDS IN THE VICINITY OF BASE OF THE TOWER ARE REQUIRED TO BE 50% NDE INSPECTED BY MP IN ACCORDANCE WITH AWS D1.1. FOUNDATION SUB -GRADES SHALL BE INSPECTED AND APPROVED BY A GEOTECHNICAL ENGINEER AND A REPORT SHALL BE PROVIDED TO THE MI WA EARTHWORK: UFT AND DENSITY INSPECTOR FOR INCLUSION IN THE MI REPORT. THE GENERAL CONTRACTOR SHALL PROVIDE DOCUMENTATION TO THE MI INSPECTOR VERIFYING THAT ANY ON -SITE COLD GALVANIZING WAS APPLIED WA ON SITE COLD GALVANIZING VERIFICATION IN ACCORDANCE WITH ENGBUL-1 D149. THE GENERAL CONTRACTOR SHALL PROVIDE A REPORT TO THE MI INSPECTOR INDICATING THE TEMPERATURE AND TENSION IN EVERY GUY CABLE AS WA GUY WIRE TENSION REPORT PART OF PLUMB AND TENSION PROCEDURE FOR INCLUSION IN THE MI REPORT. THE GENERAL CONTRACTOR SHALL SUBMIT A COPY OF THE CONTRACT DRAWINGS EITHER STATING INSTALLED AS DESIGNED" OR NOTING ANY X GC AS -BUILT DOCUMENTS CHANGES THAT WERE REQUIRED AND APPROVED BY THE ENGINEER OF RECORD DUE TO FIELD CONDITIONS. POST -CONSTRUCTION X MI INSPECTOR REDLINE OR RECORD DRAWING(S) THE MI INSPECTOR SHALL OBSERVE AND REPORT ANY DISCREPANCIES BETWEEN THE CONTRACTORS REDLINE DRAWING AND THE ACTUAL COMPLETED INSTALLATION. POST -INSTALLED ANCHOR RODS SHALL BE TESTED IN ACCORDANCE WITH ENG-PRC-10119 AND A REPORT SHALL BE PROVIDED TO THE MI INSPECTOR WA POST INSTALLEDANCHOR ROD PULL-OUTTESTING FOR INCLUSION IN THE MI REPORT. PHOTOGRAPHS SHALL BE SUBMITTED TO THE MI WHICH DDCUMENTALL PHASES OF THE CONSTRUCTION. THE PHOTOS SHALL BE ORGANIZED IN X PHOTOGRAPHS MANNER THAT EASILY IDENTIFIES THE EXACT LOCATION OF THE PHOTO. ADDITIONAL TESTING AND INSPECTIONS: NOTE X DENOTES DOCUMENT NEEDED FOR THE MI REPORT AND WA DENOTES A DOCUMENT THAT IS NOT REQUIRED FOR THE MI REPORT MODIFICATION INSPECTION NOTES: GENERAL THE MODIFICATION INSPECTION (MI) IS VISUAL INSPECTION OF MOUNT MODIFICATIONS AND AREVIEW OF CONSTRUCTION INSPECTIONS AND OTHER REPORTS TO ENSURE THE INSTALLATION WAS CONSTRUCTED IN`�- ACCORDANCE WITH THE CONTRACT DOCUMENTS, NAMELY THE MODIFICATION DRAWINGS, AS DESIGNED BY THE ENGINEER OF RECORD (EOR). THE MI IS TO CONFIRM INSTALLATION CONFIGURATION AND WORKMANSHIP ONLY AND IS NOT REVIEW OF THE MODIFICATION DESIGN ITSELF, NOR DOES THE MI INSPECTOR TAKE OWNERSHIP OF THE MODIFICATION DESIGN. OWNERSHIP OF THE STRUCTURAL MODIFICATION DESIGN EFFECTIVENESS AND INTEGRITY RESIDES WITH THE FOR AT ALLTIMES. ALL MI'S SHALL BE CONDUCTED BY THE CARRIER'S ENGINEERING VENDOR (AEV) OR ENGINEERING SERVICE VENDOR (AESV) THAT IS APPROVED TO PERFORM ELEVATED WORK FOR THE CARRIER SEE ENGBUL-10173 LIST OF APPROVED MI VENDORS. TO ENSURE THAT THE REQUIREMENTS OF THE MI ARE MET, IT IS VITAL THAT THE GENERAL CONTRACTOR (GC) AND THE MI INSPECTOR BEGIN COMMUNICATING AND COORDINATING AS SOON AS A PO IS RECEIVED. IT IS EXPECTED THAT EACH PARTY W LL BE PROACTIVE IN REACHING OUT TO THE OTHER PARTY. IF CONTACT INFORMATION 15 NOT KNOWN, CONTACT YOUR CARRIER POINT OF CONTACT (POC). REFER TO ENGSOW-10007: MODIFICATION INSPECTION REQUIREMENTS. MEMCTOR THE MI INSPECTOR IS REQUIRED TO CONTACT THE GC AS SOON AS RECEIVINGA PO FOR THE MI TO, AT MINIMUM: � p B+T GRP • REVIEW THE REQUIREMENTS OF THEM[CHECKLIST 1717 S. BOULDER • WORK WITH THE GC TO DEVELOP A SCHEDULE TO CONDUCT ON -SITE INSPECTIONS, INCLUDING FOUNDATION SUIM30D INSPECTIONS j TULSA. OK 74119 PH: (918) M7453D THE MI INSPECTOR IS RESPONSIBLE FOR COLLECTING ALL GENERAL CONTRACTOR(GC) INSPECTION AND TEST REPORTS, w .btgrp.mm REVIEWING THE DOCUMENTS FOR ADHERENCE TO THE CONTRACT DOCUMENTS. CONDUCTING THE IN -FIELD INSPECTIONS, AND SUBMITTING THE MI REPORT TO THE CARRIER. GENERAL CONTRACTOR AT&T THE GC STALLA IONOREQUIRTU TURNKEY PROJT THE ECT TO, TAMI MINIMOR UM: SOON AS RECEIVING PO FOR THE "s�T�`,ED ` J A INSTALLATION ORNRNKEY PROJECT TO, ATA MINIMUM: F L Br • WORK WITH THE MI• REVIEW THE RINSPECTOR TO DEVELOPEMENTS OF THEM) S SCHEDULE TO CONDUCT ON -SITE MI I�ftECTI� 'I�I j br)tV FOUNDATION INSPECTIONS U lV • BETTER UNDERSTANDALL INSPECTION AND TESTING REQUIREMENTS THE GC SHALL PERFORM AND RECORD THE TESTAND INSPECTION RESULTS IN ACCORDANCE WITH THE REQUIREMENTS OF THEM] CHECKUSTAND ENGSOW 10W7. RECOMMENDATIONS -qfn rtlink THE FOLLOWING RECOMMENDATIONS AND SUGGESTIONS ARE OFFERED TO ENHANCE THE EFFICIENCY AND EFFECTIVENESS OF DELIVERING A MI REPORT: I • IT IS SUGGESTED THAT THE GC PROVIDEA MINIMUM OF 5 BUSINESS DAYS NOTICE, PREFERABLY 10, TO THEM[ INSPECTOR AS TO WHEN THE SITE WILL BE READY FOR THE MI TO BE CONDUCTED. • THE GC AND MI INSPECTOR COORDINATE CLOSELY THROUGHOUT THE ENTIRE PROJECT. O • WHEN POSSIBILE. IT IS PREFERRED TO HAVE THE GC AND MI INSPECTOR ON -SITE SIMULTANEOUSLY FOR ANY GUY Lf� WIRE TENSIONING OR RE -TENSIONING OPERATIONS. /� y • IT MAYBE BENEFICIAL TO INSTALL ALL MODIFICATIONS PRIOR TO CONDUCTING THE FOUNDATION INSPECTIONS TO 1—"I q ALLOW FOUNDATION AND MI INSPECTION(S) TO COMMENCE WITH ONE SITE VISIT. r� • WHEN POSSIBLE, IT IS PREFERRED TO HAVE THE GC AND MI INSPECTOR ONLSfTE DURING THE MI TO HAVE ANY O a .Z DEFICIENCIES CORRECTED DURING THE INITIAL MI. THEREFORE, THE GC MAYCHOOSE TO COORDINATETHE MI P4 7- 0 CAREFULLY TO ENSURE ALL CONSTRUCTION FACIUTIES AREAT THEIR DISPOSAL WHEN THEM[INSPECTOR IS ON 7 Z W 0 SITE. H v� U CANCELLATION OR DELAYS IN SCHEDULED MI O �" Rv5 uV O IFTHE GCAND MI INSPECTOR AGREE TOA DATEON WHICH THE MI WILL BE CONDUCTED,AND EITHER PARTY CANCELS OR Fa-1 P� DELAYS, THECARRIER SHALL NOTEE RESPONSIBLE FOR ANYCOSTS, FEES, LOSS OF DEPOSITSANDIOR OTHER /�/ PENALTIES RELATED TO THE CANCELLATION OR DELAY INCURRED BY EITHER PARTY FOR ANY TIME (E.G. TRAVLAND t-"1 F`P,+.4 � LODGING, COSTS OF KEEPING EQUIPMENT ONSITE,ETC.). IF THE CARRIER CONTRACTS DIRECTLY FOR A THIRD PARTY MI, W o a'. Z. u4 EXCEPTIONS MAY BE MADE IN THE EVENT THAT THE DELAYICANCELLATION IS CAUSED BY WEATHER OR OTHER11 CONDITIONS THAT MAY COMPROMISE THE SAFETY OF THE PARTIES INVOLVED. III r�—I 0 N N CORRECTION OF FAILING MI'S W^ � IF THE MODIFICATION INSTALLATION WOULD FAIL THE MICFAILED Mn, THE GC SHALL WORK WITH THE CARRIER TO H COORDINATE REMEDIATION PLAN IN ONE OF TWO WAYS: • CORRECT FAILING ISSUES TO COMPLY WITH THE SPECIFICATIONS CONTAINED IN THE ORIGINAL CONTRACT DOCUMENTSAND COORDINATEA SUPPLEMENT MI. • OR, WITH THE CARRIER'S APPROVAL, THE GC MAY WORK WITH THE FOR TO RE -ANALYZE THE MODIFICATIOWREINFORCEMENT USING THEASBUILT CONDITION MI VERIFICATION INSPECTIONS THE CARRIER RESERVES THE RIGHTTO CONDUCT A MI VERIFICATION INSPECTION TO VERIFY THE ACCURACY AND COMPLETENESS OF PREVIOUSLY COMPLETED MI INSPECTIONS) ON TOWER MODIFICATION PROJECTS. ALL VERIFICATION INSPECTIONS SHALL BE HELD TO THE SAME SPECIFICATIONS AND REQUIREMENTS IN THE CONTRACT DOCUMENTS AND IN ACCORDANCE WITH ENGSOW-101)07. VERIFICATION INSPECTION MAY BE CONDUCTED BY AN INDEPENDENTAEV/AESV FIRM AFTER A MODIFICATION PROJECT IS COMPLETED, AS MARKED BY THE DATEOF AN ACCEPTED'PASSING MI'OR-PASS AS NOTED MIREPORTFORTHE ORIGINAL PROJECT. YKUJBIII'NU: U1241.002 CHECKED BY: KH ISSUED FOR: REV DATE DRWN DF PWN 0 3/1s/n RPS WNSIRUC00N j I - j ll 1717 S. BOULDER AVENUE REQUIRED PHOTOS '"'"'- ` "` ...... BETWEEN THE GCAND THE MI INSPECTOR THE FOLLOWING PHOTOGRAPHS, ATA MINIMUM, ARE TO BETAKEN AND INCLUDED IN THE MI REPORT: `\� \� •`� �j • PRE -CONSTRUCTION GENERALSTIE CONDITION • PHOTOGRAPHS DURING THE REINFORCEMENT MODIFICATION CONSTRUCTIOWERECTION AND INSPECTION �: �.\ V�•'-� .. RAWMATERIALS •• PHOTOS OF ALL CRITICAL DETAILS •• WELD PREPARATION - •• BOLT INSTALLATIOCO N ANO TORQUE ' •• FINALINSTALLEDNDITION •• _SURFACECOATING REPAIR_ FIL E _`POSTCONSTRUCTIOPN 9 •• FINAL INFIELD CONDITION �i��j(••' Q PHOTOS OF ELEVATED MODIFICATIONS TAKEN FROM THE GROUND SHALL BE CONSIDERED INADEQUATE. •. \ i THIS IS NOT ACOMPLETE LIST OF REQUIRED PHOTOS, PLEASE THES111: PI~MS AND ALL PROPOSED VIM' ��AI%E7® fL4NNLL WpNpF '�' m K1m 7x0 ooanm+r. ARE SUBJECT TO ANY CORRECTION"a REQUIRED BY FIELD INSPECTORRS THAT SHEET NR N1BER ULAYeE NECESSARY IN ORL3cF� To S 1IREVISIOI 0 J NEW STIFF ARM PIPE 2-STD (FIELD VERIFY LENGTH) (SITEPRO # STK-U OR EQUIVALENT) CONNECTED TO NEW HORIZONTAL PIPE AND EXISTING TOWER DIAGONAL PIPE CONNECTED WITH ADJUSTABLE CLAMP (SITEPRO # PUCK) EXISTING FRAMING - NEW STD PIPE NEW SITE PRO CROSSOVER PLATE KIT SITE PRO SCX43-K CROSSOVER PLATE KIT 2' SCALE: N.T.S. ATTACHED TO EXISTING MOUNT PIPES MOUNT ELEVATION (TYP. PER SECTOR) SCALE: N.T.S. NEW SITE PRO CLAMPASSEMI PIPE SITE PRO "PUCK" ADJUSTABLE CLAMP ASSEMBLY 3 SCALE: N.T.S. NEWSITEPRO STIFF ARM KIT GENERALNOTES 1.1 CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS AND DIMENSIONS PRIOR TO THE MOBILIZING ON THE SITE FOR INSTALLATION OF THE MOUNT MODIFICATION MAD SHALL NOTIFY THE ENGINEER OF RECORD IF THE FIELD CONDITIONS VARY FROM WHAT IS SHOWN ON THE DRAWINGS. INADDRION, THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF RECORD PRIOR TO MOBILIZING AT THE SITE IF THE MOUNT REINFORCEMENT SHOWN WILL NEED TO BE REVISED TO SATISFY FIELD CONDITIONS 1.2 ALL WORK SHALL COMPLY WITH THE TIA-222-G STANDARD, TW-1019A STANDARD, AS WELL AS ANY OTHER GOVERNING BUILDING CODES. 1.3 FIELD WORK WILL BE DONE AROUND EXISTING COAXIAL CABLE AND EQUIPMENT. ALL WORK SHALL BE DONE IN MANNER SUCH THAT NO DAMAGE OCCURS TO THE EXISTING EQUIPMENT OR THE STRUCTURE 1A A MINIMUM OF TWO COATS OF ZINGA COLD GALVANIZING COMPOUND(OR APPROVED EQUIVALENT) SHALL BE APPLIED TO ANY FIELD CUTS OR FIELD DRILLED HOLES. 1.5 THE USE OF A GAS TORCH OR WELDER WILL NOT BE PERMITTED ON THE TOWER WITHOUT THE CONSENT OF THE OWNER 1.6 ALL FIELD CONNECTIONS SHALL BE MADE WITH A325N BOLTS, U.N.O. 1.7 IN LIEU OF TEMPORARY BRACING, CONTRACTOR MAY RAVE STABILITY ANALYSIS PERFORMED BY AN ENGINEER LICENSED IN THE STATE THE TOWER IS LOCATED. THEANALYSIS SHALL USE A MINIMUM WIND SPEED OF 45 mph (3SEC) PERTW-1019. 1.8 ALL CUTTING AND WELDING ACTIVITIES SHALL BE CONDUCTED IN ACCORDANCE WITH CCUSA POUCY'CUTTING AND WELDING PLAN' (DOC 9ENG-PLN-1 OD15) ON AN ONGOING BASIS THROUGHOUT THE ENTIRE LIFE OF THE PROJECT. 1.9 DIMENSIONS WITH"t"MUST BE WITHIN V OF THE INDICATED DIMENSION. FABRICATION 2.1 ALL WORK SHALL BE DONE IN ACCORDANCE WITH ALS.C."SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS." 22 STRUCTURAL STEEL SHALL MEET THE FOLLOWING SPECIFICATIONS: YIELD ASTM SPECS A STEEL PIPE, U.N.O. 35ksi A53 GIRL B 2.3 ALL NEW MATERIAL INCLUDING STRUCTURAL STEEL AND FASTENERS SHALL BE HOT DIPPED GALVANIZED AFTER FABRICATION IN 9CCORDANCE WITH ASTM A123 AND A153. 2.4 WELDING SHALL MEETANS#AWS DI.I STRUCTURAL WELDING CODE (LATEST REVISION). ELECTRODES SHALL BE EBO SERIES.• 2.5 CONTRACTOR SHALL PROVIDE SHOP FABRICATION DRAWINGS TO B.TGROUP5 DAYS PRIOR TO FABRICATION. THESE PLANS AND ALL PROPOSED VI ORK ARE SUBJECT TO ANY COPIRECTIONS `REQUIRED BY FIELD INSPECTORS THAT w. MAY BE NECESSAMY IN ORDER TO COMPLY INITH ALL APPLICABLE Crc-O. SITE PRO STK-U STIFF ARM KIT 4' SCALE: N.T.S. TOWER LEG FB+T GRP 1717 S. BOULDER SUITEBW u AT&T @siimartlink I LT) 0 M z O 1+ O v�� LU W a U pHi, I O P-I III W oaz � 0 !� aa I W H f''rl � I I P-ti III CHECKED BY: KHj IIII 11111 ISSUED FOR Hill PIP S2 I CODE COMPLIANCE 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. NOTHING IN THESE PLANS IS TO BE CONSTRUED TO PERMIT WORK NOT CONFORMING TO THE LATEST EDITIONS OF THE FOLLOWING: -FLORIDA BUILDING CODE, 2014 5TH EDITION ANSI/EIA/TLA-222-G -NATIONAL ELECTRICAL CODE 2011, NFPA 70-2011 -FLORIDA FIRE PREVENTION CODE 2014 5TH EDITION -FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION DO NOT SCALE DRAWINGS CONTRACTOR SHALL VERIFY ALL PLANS & EXISTING DIMENSIONS & CONDITIONS ON THE JOB SITE AND SHALL NOTIFY THE ENGINEER IN WRITING OF ANY DISCREPANCIES BEFORE PROCEEDING WITH THE WORK OR BE RESPONSIBLE FOR THE SAME. VICINITY MAP n1 Y„a. 13 I PROJECT 713 SITE BFSO OR NORTH DIRECTIONS FROM AT&T FORT LAUDERDALE OFFICE, DEPART [2001 NW 64TH ST, FORT LAUDERDALE, FL 333091 GEL ON FLORIDA'S TURNPIKE FROM SW 15TH ST/W MCNAB'RD, LYONS RD, W ATLANTIC BLVD AND NW 31ST AVE/ATLANTIC BLVD EXD. FOLLOW FLORIDA'S TURNPIKE FOR 85.4 MI. TO FL-713 N IN ST. LUCIE COUNTY. TAKE EXIT 152 FROM FLORIDAS TURNPIKE. CONTINUE STRAIGHT FOR 1.2 MI. ONTO FL-713 N (SIGNS FOR FL-70 W/OKEECHOBEE/VERO BEACH). TURN RIGHT ONTO GRAHAM RD FOR 1.0 MI. TURN LEFT ONTO S JENKINS RD FOR 0.7 MI. TURN RIGHT ONTO PETERSON RD. ACCESS ROAD IS ACROSS FROM HOUSE 6041 (NO GATE) NARROW DIRT ROAD ON THE LEFT. AT&T SITE NAME PETERSON (FP50) AT&T FA NUMBER 10152803 SITE ADDRESS 6080 PETERSON ROAD FORT PIERCE, FL 34947 TENANT IMPROVEMENT - LTE 2C Nfo c®v, IULI 'SULS — LU —f� I_I () CC iTJ LU U, L3J O (S 000l `� rj_- J a- -La=<e �Qo<a cl 0 EL C9 I— LL U fn L•USfn Ic.1 F ?3�tal� ' Ta to } LEI T'lfV �4C L" C) PROJECT TEAM INFINIGYg smartlink FROM ZERO TO INFlNIGY the solutions are ea8less 1997 ANNAPOLIS EXCHANGE PKWY. 2255 SEWELL MILL ROAD SUITE 130 SUITE 200 ANNAPOLIS, MD 21401 MARIETTA, GA 30062 OFFICE f. (678) 444-4463 PROJECT MANAGER ENGINEER PROJECT DESCRIPTION }T&TjT 7 OS ,�T4]ld ilFiY[3,NiE ISTINOIUN_Aif.+11NEb NOTES:___ _ .�.- _ _ _ __ Y LEC MAiIM ON36A CONTRACTOR SHALL VERIFY ALL PLANS AND EXISTING DIMENSIONS • MODIFY EXISTING ANTENNA MOUNTS PRIOR TO ANY CHANGES AND CONDITIONS ON THE JOB SITE AND SHALL IMMEDIATELY NOTIFY OR ADDITIONS TO ANY EQUIPMENT THE ENGINEER IN WRITING OF ANY DISCREPANCIES BEFORE • REPLACE (3) EXISTING PANEL ANTENNAS WITH (3) NEW PANEL PROCEEDING WITH THE WORK OR BE RESPONSIBLE FOR SAME. ANTENNAS • REMOVE (3) EXISTING 1900 BAND RRUS-11 CONTRACTOR SHALL NOTIFY OWNER FOR ACCESS TO SITE. • INSTALL (3) NEW RRUS-32 92 ON NEW BACK-TO-BACK RRU ELECTRICAL PERMIT IS REQUIRED. MOUNTS (t7r[rJ; ff APruc4efE) • INSTALL (2) NEW RAYCAP DC2-48-60-0-9E DC SURGE ELECTRICAL PERMIT IS NOT REQUIRED. (wE0 1F APP wLf) SUPPRESSOR UNITS RFDS 227383 DATED 1/17/2017. CONTRACTOR TO OBTAIN CURRENT RFDS PRIOR TO CONSTRUCTION PROJECT SUMMARY AT&T SITE NAME: PETERSON (FP50) AT&T FA SITE A 10152803 SITE ADDRESS' 6080 PETERSON ROAD FORT PIERCE, FL 34947 COUNTY: SAINT LUCIE LATITUDE: 27.4408194' N (NAD 83) LONGITUDE: 80.3867444` W (NAD 83) SITE ACQUISITION' SMARTUINK 1997 ANNAPOLIS EXCHANGE PKWY SUITE 200 ANNAPOLS, MD 21401 (941) 374-9249 APPLICANT: AT&T MOBILITY 2001 NW 64TH STREET FORT LAUDERDALE, FL 33309 PROPERTY OWNER: ROCKING R PROPERTIES, LLC 3658 ELEVEN MILE ROAD FORT PIERCE, FL 34982 ENGINEER: INFlNIGY 2255 SEWELL MILL ROAD SUITE 130 MARIETTA, GA 30062 CONTACT: PETER RYNER (678) 444-4463 SHEET INDEX NO. DESCRIPTION T-1 TITLE SHEET G-1 GENERAL NOTES C-1 SITE PLAN C-2 TOWER ELEVATION AND ANTENNA ORIENTATION C-3 DETAILS C-4 DETAILS _ C-5 ANTENNA SCHEDULE - T .• n p , � :14fI 6 CNR SIDS 2NG. TEC LEGAL DESCRIPTION 12 35 39 IN Y2 OF NE Y4 OF SE y AND WY2 OF SE Y4 OF SE Y4-LESS ORANGE AV R/W AND LESS CANAL R FOLIO 2312-412-0000-000-9 sa�eS�asee° t state , ®ee CaII�. 2W1 NW64TH STREET FORT LAUDERDALE, FL M309 PREPARED BY: INFINIGY2 FROM ZERO TO INFINIGY the solutions are endless 2255 SEWELL MILL ROAD SUITE 130 MARIETTA, GA 3OM2 OFFICE # (678) 4444463 PROJECT MANAGER: smartlink ",ANNAPOLIS EXCHANGE PKWY. SUITE 2W ANNAPOLIS, MD 21401 J N " N9' 59739 :2 STATE OF ,-•Ujz (+( O R I O\�,�� ATATSIMNAME PETERSON (FP50) ATATFANUMSER: 10152803 SITEADDRESS: 6080 PETERSON ROAD FORT PIERCE, FL 34947 SHMT DESCR I`nON: TITLE SHEET �SHEETMIMBE T-1 y 1. All REFERENCES TO OWNER HEREIN SHALL BE CONSTRUED TO MEAN AT&T OR IT'S DESIGNATED REPRESENTATIVE. 2. ALL WORK PRESENTED ON THESE DRAWINGS MUST BE COMPLETED BY THE CONTRACTOR UNLESS NOTED OTHERWISE. THE CONTRACTOR MUST HAVE CONSIDERABLE EXPERIENCE IN PERFORMANCE OF WORK SIMILAR TO THAT DESCRIBED HEREIN. BY ACCEPTANCE OF THIS ASSIGNMENT, THE CONTRACTOR IS ATTESTING THAT HE DOES HAVE SUFFICIENT EXPERIENCE AND ABILITY, THAT HE IS KNOWLEDGEABLE OF THE WORK TO BE PERFORMED AND THAT HE IS PROPERLY LICENSED AND PROPERLY REGISTERED TO DO THIS WORK IN THE STATE AND/OR COUNTY IN WHICH IT IS TO BE PERFORMED. 3. UNLESS SHOWN OR NOTED OTHERWISE ON THE CONTRACT DRAWINGS, OR IN THE SPECIFICATIONS, THE FOLLOWING NOTES SHALL APPLY TO THE MATERIALS LISTED HEREIN, AND TO THE PROCEDURES TO BE USED ON THIS PROJECT. 4. ALL HARDWARE ASSEMBLY MANUFACTURER'S INSTRUCTIONS SHALL BE FOLLOWED EXACTLY AND SHALL SUPERCEDE ANY CONFLICTING NOTES ENCLOSED HEREIN. 5. IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO DETERMINE ERECTION PROCEDURE AND SEQUENCE TO INSURE THE SAFETY OF THE STRUCTURE AND ITS COMPONENT PARTS DURING ERECTION AND/OR FIELD MODIFICATIONS. THIS INCLUDES, BUT IS NOT LIMITED TO, THE ADDITION OF WHATEVER TEMPORARY BRACING, GUYS OR TIE DOWNS THAT MAY BE NECESSARY. SUCH MATERIAL SHALL BE REMOVED AND SHALL REMAIN THE PROPERTY OF THE CONTRACTOR AFTER THE COMPLETION OF THE PROJECT. 6. ALL DIMENSIONS, ELEVATIONS, AND EXISTING CONDITIONS SHOWN ON THE DRAWINGS SHALL BE FIELD VERIFIED BY THE CONTRACTOR AND THE TESTING AGENCY PRIOR TO BEGINNING ANY MATERIALS ORDERING, FABRICATION OR CONSTRUCTION WORK ON THIS PROJECT. ANY DISCREPANCIES SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE OWNER AND THE OWNER'S ENGINEER. THE DISCREPANCIES MUST RESOLVED BEFORE THE CONTRACTOR IS TO PROCEED WITH THE WORK. THE CONTRACT DOCUMENTS DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK AND SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, AND PROCEDURES. OBSERVATION VISITS TO THE SITE BY THE OWNER AND/OR THE ENGINEER SHALL NOT INCLUDE INSPECTION OF THE PROTECTIVE MEASURES OR THE CONSTRUCTION PROCEDURES. 7. ALL MATERIALS AND EQUIPMENT FURNISHED SHALL BE NEW AND OF GOOD QUALITY, FREE FROM FAULTS AND DEFECTS AND IN CONFORMANCE WITH THE CONTRACT DOCUMENTS. ANY AND ALL SUBSTITUTIONS MUST BE PROPERLY APPROVED AND AUTHORIZED IN WRITING BY THE OWNER AND ENGINEER PRIOR TO INSTALLATION. THE CONTRACTOR SHALL FURNISH SATISFACTORY EVIDENCE AS TO THE KIND AND QUALITY OF THE MATERIALS AND EQUIPMENT BEING SUBSTITUTED. B. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INFLATING. MAINTAINING, AND SUPERVISING ALL SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK. THE CONTRACTOR IS RESPONSIBLE FOR INSURING THAT THIS PROJECT AND RELATED WORK COMPLIES WITH ALL APPLICABLE LOCAL, STATE, AND FEDERAL SAFETY CODES AND REGULATIONS GOVERNING THIS WORK. 9. ALL WORK SHALL BE COMPLETED IN ACCORDANCE WITH THE LATEST EDITION OF THE LOCAL BUILDING CODE. 10. ALL PROPOSED CELLULAR EQUIPMENT AND FIXTURES SHALL BE FURNISHED BY OWNER FOR INSTALLATION BY THE CONTRACTOR, UNLESS SPECIFICALLY NOTED OTHERWISE HEREIN. 11. ACCESS TO THE PROPOSED WORK SITE MAY BE RESTRICTED. THE CONTRACTOR SHALL COORDINATE INTENDED CONSTRUCTION ACTIVITY, INCLUDING WORK SCHEDULE AND MATERIALS ACCESS, WITH THE RESIDENT LEASING AGENT FOR APPROVAL 12. PREFABRICATED BUILDING INSTALLATION SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS. STRUCTURAL SFM NOTES: 1. STRUCTURAL STEEL SHALL CONFORM TO THE LATEST EDITION OF THE AI.S.C. SPECIFICATIONS FOR STRUCTURAL STEEL BUILDINGS- ALLOWABLE STRESS DESIGN AND PLASTIC DESIGN INCLUDING THE COMMENTARY AND THE AI.S.C. CODE OF STANDARD PRACTICE 2. STRUCTURAL STEEL.. PLATES AND SHAPES SHALL CONFORM TO ASTM A26. ALL STRUCTURAL STEEL PIPES SHALL CONFORM TO ASTM A53 GRADE B. ALL STRUCTURAL STEEL TUBING SHALL CONFORM TO ASTM A500 GRADE B. ALL STRUCTURAL STEEL COMPONENTS AND FABRICATED ASSEMBLIES SHALL BE HOT DIP GALVANIZED AFTER FABRICATION. 3. WELDING SHALL BE IN ACCORDANCE WITH THE AMERICAN WELDING SOCIETY (AWS) D.1.I/D1.1M:2010. STRUCTURAL WELDING CODE -STEEL WELD ELECTRODES SHALL BE E7OXX. 4. ALL COAXIAL CABLE CONNECTORS AND TRANSMITTER EQUIPMENT SHALL BE HH SPECIFIED BY THE OWNER AND IS NOT INCLUDED IN THESE CONSTRUCTION DOCUMENTS. TCONTRACTOR SHALL FURNISH ALL CONNECTION HARDWARE REQUIRED TO -SECURE THE CABLES. CONNECTION HARDWARE SHALL BE STAINLESS STEEL 5. All REINFORCING STEEL SHALL CONFORM TO AST61 615 GRADE 60, DEFORMED BILLET STEEL BARS. 9. REPAIR ALL METAL SURFACES THAT HAVE BEEN CUT OR DAMAGED BY REMOVING ANY WELDED WIRE FABRIC REINFORCING SHALL CONFORM TO ASTM A185. EXISTING RUST AND APPLYING COLD GALVANIZATION. 6. THE FABRICATION AND ERECTION OF STRUCTURAL STEEL SHALL CONFORM TO THE LATEST A.I.S.C. 10. ANTENNA CABLE LENGTHS HAVE BEEN DETERMINED BASED ON THESE PLANS. CABLE SPECIFICATIONS. LENGTHS LISTED ARE APPROXIMATED AND ARE NOT INTENDED TO BE USED FOR FABRICATION. DUE TO FIELD CONDITIONS, ACTUAL CABLE LENGTHS VARY. CONTRACTOR 7. ALL CONNECTIONS NOT FULLY DETAILED ON THESE PLANS SHALL BE DETAILED BY THE STEEL MUST FIELD VERIFY ANTENNA CABLE LENGTHS PRIOR TO ORDER. FABRICATOR IN ACCORDANCE WITH ALS.C. SPECIFICATIONS. B. HOT -DIP GALVANIZE ITEMS SPECIFIED TO BE ZINC -COATED, AFTER FABRICATION WHERE PRACTICAL GALVANIZING: ASTM A 123, ASTM, A 153/A 153M OR ASTM A 653/A 653M, G90, AS APPLICABLE. 9. REPAIR DAMAGED SURFACES WITH GALVANIZING REPAIR METHOD AND PAINT CONFORMING TO ASTM A 780 OR BY APPLICATION OF STICK OR THICK PASTE MATERIAL SPECIFICALLY DESIGNED FOR REPAIR OF GALVANIZING. CLEAN AREAS TO BE REPAIRED, AND REMOVE SLAG FROM WELDS. HEAT SURFACES TO WHICH STICK OR PASTE MATERIAL IS APPLIED WFIH A TORCH TO A TEMPERATURE SUFFICIENT TO MELT THE METALLICS. IN STICK OR PASTE, SPREAD MOLTEN MATERIAL UNIFORMLY OVER SURFACES TO BE COATED AND WIPE OFF EXCESS MATERIAL. 10. CONTRACTOR SHALL FOLLOW THE MANUFACTURER'S INSTRUCTIONS/SPECIFICATIONS IF NO INFORMATION IS CONTAINED IN THESE PLANS OR IF THE MANUFACTURER'S SPECIFICATIONS ARE STRICTER. NOTE: REFER TO AT&T SPECIFICATIONS AS THE CONTROLLING STANDARD FOR PROPOSED CONSTRUCTION. PERMM. 1. CONTRACTOR SHALL SECURE ALL NECESSARY PERMITS FOR THIS PROJECT FROM ALL APPLICABLE GOVERNMENTAL AGENCIES. 2. ANY PERMITS WHICH MUST BE OBTAINED SHALL BE THE CONTRACTOR'S RESPONSIBILITY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ABIDING BY ALL CONDITIONS AND REQUIREMENTS OF THE PERMITS. 3. ALL WORK SHALL BE IN ACCORDANCE WITH LOCAL CODES AND THE ACI 318-08, "BUILDING REQUIREMENTS FOR STRUCTURAL CONCRETE'. 4. THE CONTRACTOR SHALL NOTIFY THE APPLICABLE JURISDICTIONAL (STATE, COUNTY OR CITY) ENGINEER 24 HOURS PRIOR TO THE BEGINNING OF CONSTRUCTION. 5. ALL DIMENSIONS SHALL BE VERIFIED WITH THE PLANS (LATEST REVISION) PRIOR TO COMMENCING CONSTRUCTION. NOTIFY THE OWNER IMMEDIATELY IF DISCREPANCIES ARE DISCOVERED. THE CONTRACTOR SHALL HAVE A SET OF APPROVED PLANS AVAILABLE AT THE SITE AT ALL TIMES WHEN WORK IS BEING PERFORMED. A DESIGNATED RESPONSIBLE EMPLOYEE SHALL BE AVAILABLE FOR CONTACT BY GOVERNING AGENCY INSPECTORS. MISCELLANEOUS, 1. ALL THREADED STRUCTURAL FASTENERS FOR ANTENNA SUPPORT ASSEMBLES SHALL CONFORM TO ASTM A307 OR ASTM 36. ALL STRUCTURAL FASTENERS FOR STRUCTURAL STEEL FRAMING SHALL CONFORM TO ASTM A325. FASTENERS SHALL BE 5/8" MIN. DIA BEARING TYPE CONNECTIONS WITH THREADS EXCLUDED FROM THE PUNS ALL EXPOSED FASTENERS, NUTS, AND WASHERS SHALL BE GALVANIZED UNLESS OTHERWISE NOTED. ALL ANCHORS INTO CONCRETE SHALL BE STAINLESS STEEL 2. THE CONTRACTOR SHALL FURNISH ALL CONNECTION HARDWARE REQUIRED TO SECURE THE CABLES. CONNECTION HARDWARE SHALL BE STAINLESS STEEL 3. NORTH ARROW SHOWN ON PUNS REFERS TO TRUE NORTH. CONTRACTOR SHALL VERIFY NORTH AND NOTIFY CONSULTANT OF ANY DISCREPANCY BEFORE STARTING CONSTRUCTION. 4. PROVIDE LOCK WASHERS FOR ALL MECHANICAL CONNECTIONS FOR GROUND CONDUCTORS. USE STAINLESS STEEL HARDWARE THROUGHOUT. 5. THOROUGHLY REMOVE ALL PAINT AND CLEAN ALL DIRT FROM SURFACES REQUIRING GROUND CONNECTIONS. 6. MAKE ALL GROUND CONNECTIONS AS SHORT AND DIRECT AS POSSIBLE. AVOID SHARP BENDS. ALL BENDS TO BE A MIN. OF 8° RADIUS. 7. FOR GROUNDING TO BUILDING FRAME AND HATCH PLATE GROUND BARS, USE A O-BOLT HOLE NEPA DRILLED CONNECTOR SUCH AS T&B 32007 OR APPROVED EQUAL B. FOR ALL EXTERNAL GROUND CONNECTIONS, CLAMPS AND CADWELDS, APPLY A LIBERAL PROTECTIVE COATING OR AN ANTI -OXIDE COMPOUND SUCH AS 'NO -OXIDE A' BY DEARBORN CHEMICAL COMPANY. • PLANS PREPARED FOR: 6,> at&t 2D01 NW 51TH STREET FORT LAUDERDALE. FL MSO0 INFINIGYg FROM ZERO TO INFINIGY the solutions are endless 2266 SEV,ELL MILL ROAD SUITE130 MARIMA, GA 3OD62 OFFICE 9 (678) 444 W3 MANAGER: 937 smartlink 1ANNAPOUS EXCHANGE PKWY. SUITE200 ANNAPOLIS, MD 21401 -D4GINEERINGUOENSE: CIPHER rJ \�'V�CENs�c;99� No 59739 ATE 10�. �4�C �ON% A� �EN�� ATBTSITENAME: PETERSON (FP50) 10152803 SNEADDRGW.' 6080 PETERSON ROAD FORT PIERCE, FL 34947 SHEET DESCRIPTION: GENERAL NOTES SHMNUMBER: G-1 1 AF&F C4&E ZEWcnFs *I Fa THESE PUANS AND ALL PROPOSr D VtfonK ARE SUBJECT TO ANY CORRECTICII8 'REQUIRED BY FIELD INSPECTORS TH T MAY BE NECESSARY IN ORDER TO COMPLY %YiTH ALL APPUCABLE CORES. AT&T METER AND ECT BELOW AT&T 50KW DIESEL OR MOUNTED ON 5'—O" x 9'-0" 'E PAD .., AT&T COMPACT GENERATOR INTERFACE PANEL -TILE" C`M NORTH .._. SITE PLAN SCALE: 22'k34" SHEET 1/2" SCALE: 11 "x17" SHEEP 1 PLANS PREPARED FOR: aw 2001 NW MTH STREET FORT LAUDERDALE, FL 33309 PLANS PREPARED BY: INFINIGY& FROM ZERO TO INFINIGY the solutions are endless 2255 SEWELLMILL ROAD SUITE 1W MARIETTA. GA 30062 OFFICE # (678) 4444463 JIIB NINBFR: OIIIfOpD PROJECT MANAGER: @smartlink 1997 ANNAPOLIS EXCHANGE PKWY. SUITE200 ANNAPOLIS, MD 21401 IIU11"" pHER �59739 ..�2 .Q TE OF 5-1-L7 AT&T SITE NAME: PETERSON (FP50) rAT&T FANUM6ER: I >oisaso3 6080 PETERSON ROAD FORT PIERCE, FL 34947 SHE£t DESCRiPICN: SITE PLAN SHEETNUMBER C-1 NOTES: 1. A STRUCTURAL ANALYSIS SHALL BE PERFORMED BY THE OWNER'S AGENT TO CERTIFY THAT THE EXISTING/PROPOSED COMMUNICATION STRUCTURE AND COMPONENTS ARE STRUCTURALLY ADEQUATE TO SUPPORT ALL EXISTING AND PROPOSED ANTENNAS, COAXIAL CABLES AND OTHER APPURTENANCES. THE OWNER'S AGENT SHALL FURNISH A CERTIFICATION LETTER SEALED BY A REGISTERED PROFESSIONAL ENGINEER STATING THAT THIS STRUCTURAL ANALYSIS WAS PREPARED IN ACCORDANCE WITH ALL APPLICABLE CODES AND STANDARDS. 2. IF ANY WORK IS PERFORMED AT THIS SITE THAT REQUIRES THE SITE TO BE OFF AIR OR TURNED DOWN, THE SWITCH IS TO BE NOTIFIED 48 HOURS PRIOR TO CONSTRUCTION VIA NCR/CTS. 3. INSTALLATION SHALL BE CONDUCTED BY FIELD CREWS EXPERIENCED IN THE ASSEMBLY AND ERECTION OF RADIO ANTENNAS, TRANSMISSION LINES, AND SUPPORT STRUCTURES. ANTENNA WORK TO BE INSTALLED PER THE REQUIREMENTS OF THE TOWER MANUFACTURER'S SPECIFICATION. 4. ANTENNA AND MOUNT DESIGN MUST COMPLY WITH TIA-OA-222-G AND ALL LOCAL CODES. 5. CONTRACTOR TO PROVIDE THE PROPER COAX JUMPER SUPPORT ATTACHMENTS TO THE TOWER AND ANTENNA MOUNT. CONTRACTOR IS RESPONSIBLE FOR MODIFYING THE RAYCAP INSTALLED ON THE TOWER TO ACCOMODATE THE QUANTITY OF RRUS. THE CONTRACTOR MUST FIELD VERIFY ALL MEASUREMENTS AND FlEID CONDITIONS PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. Nam: I. REFER TO CURRENT RFDS FOR ADDITIONAL INFO. 2. ADJUST ANTENNA MOUNTS AS REQUIRED TO ACHIEVE THE AZIMUTH SPECIFIED AND LIMIT RF SHADOWING 3. UNLESS NOTED OTHERWISE THE CONTRACTOR MUST PROVIDE ALL MATERIAL NECESSARY. 4. CONTRACTOR TO RETURN ALL EXISTING ANTENNAS BEING REMOVED TO AT&T. EXISRNG AT&T EQUIPMENT SNEL7 TOWER ELEVATION TOP OF EXISTING SELF-SUPPORT TOWER EL. 228'-0' EXISTING METROPCS ANTENNAS EL 140 -0' RAO CENER OF EXISTING & PROPOSED AT&T ANTENNAS EL 125=0' SELF-SUPPORT TOWER EXISTING AT&T 5OKW DIESEL GENERATOR MOUNTED ON CONCRETE PAD SCALE: AS NOTED �n 1\ � tA9 Q9 (2) EXISTING 1900 BAND RRUS-11 (STACKED), (1) EXISTING 850 BAND RRUS-11 & (1) 700 BAND RRUS-11 (STACKED), ON EXISTING TOWER MOUNTED RRU MOUNTS. (EXISTING 1900 BIND RRUS-11 FOR AV70VM IN POSLTION /3 70 BE REMO") (TYP. EACH SECTOR) EXISTING RAYCAP DC SURGE SUPPRESSOR UNIT (MODEL # DC2-48-60-0-9E) TO REMAIN (TYP. OF 2 TOTAL) G1 G3 ti EXISTING ANTENNA \\o wA it Al A4 A3 (1) EXISTING 1900 BAND RRUS-11, (1) EXISTING 850 BAND RRUS-11 & (1) 700 BAND RRUS-11 (STACKED), ON EXISTING TOWER MOUNTED RRU MOUNTS TO REMAIN (TYP. EACH SECTOR) EXISTING RAYCAP DC SURGE SUPPRESSOR UNIT (MODEL III DC2-48-60-0-9E) TO REMAIN (TYP. OF 2 TOTAL) TO BE REDO ANY AND ALL TORO MOUNTED EQUIPMENT MUST NOT TRAP OR INZERFIRE WIN EXISTING SAFETY CLIMB EXISTING RAYCAP FIBER DISTRIBUTION NORTH �� ii_«`r AND DC SURGE SUPPRESSOR UNIT (MODEL ® DC6-48-60-18-BF) TO REMAIN (TYP. OF 2 TOTAL) EXISTING ANTENNA TO REMAIN 2WI NWMTH STREET FORT LAUDERDAIE, FL 333M (TYP. FOR POSITIONS Al & #4 EACH SECTOR, 3 SECTORS TOTAL) r PLANS PREPARED BY: Llm IXI577NG AN70VA14 IN POSNION /J 70 BE REMOVED (TYP. EACH 7B3 SECTOR, 3 SECTORS TOTAL) CT17 e o2o- UO U-3 Ix U) LL3 p Y .W.�L O C U G O LEJ m m �O E7A2 MOUNT TO BE MOD/FIV SECTOR, J SECTORS IOTA!) W z2fL M F-j• uw m G Ci) t J G4 ctWacrr._ or1 M ry 4: < L U O u 'IENTATION SCALE:ASNOTED $ EXISTING RAYCAP FIBER DISTRIBUTION AND DC SURGE SUPPRESSOR UNIT (MODEL a DC6-48-60-18-8F) TO NORTH REMAIN (TYP. OF 2 TOTAL) EXISTING ANTENNA TO REMAIN (TYP. FOR POSITIONS #1 & #4 EACH SECTOR, 3 SECTORS TOTAL) 84 PROPOSED KAINREIN 80010865 ANTINN4 IN PO.SMON /J (TW. B3 EACH SECTOR, 3 SECTORS )DIAL) '12FCr0R �?O B� (1) PROPOSED 1900 SIAD RRUS-32 82 ON PROPOSED ENCK--70-BACK RRU MOUNT IN POSITION /J (RP, EACH INFINIGY2 FROM ZERO TO INFINIGY the soNdions are endless M55 SEWELL MILL ROAD SUITE 1W MARIETTA, GA 30082 OFFICER(678)4 4463 PROJECT MANAGER: smartlink 1937 ANNAPOLIS EXCHANGE PKWY. SUITE 2W ANNAPOLIS, MD 21401 OpHERTJ i� G�P� . .......... C E !:�;9g9 No 59739 ..�2 STATE OF ;�44/ -.. ONA' ' Nov'% AT&TSITEN E, PETERSON (FP50) AT&T FA NUMBER: 10152803 G1 SECTOR, 3 SECTORS 70TAL) -- — IXI577NG AN7ENNAMOUNT MODIFIED -PER sITB ADDRESS: APPURTENANCE MOUNT MODIRC477ON REPORT 6080 PETERSON ROAD PREPARED FOR MIS SITE BY B+T GROUP AND DATED �ry^q G3 MARCH 15, 2017. SEE S&D REPORT FOR SPECIFIC MODIRfARON REQUIREMENTS NO EQUIPMENT SFNLL FORT PIERCE, FL 34947 p BE INSTALLED ON ME EXISTING MOUNT UNTIL ALL. sHEETDESCWFION: REQUIRED MODIFICA77ONS NAVE BEEN COMPLETED. ¢y G4 (nP. EACH SECTOR, Jr SECTORS TOTAL TOWER ELEVATION AND No7e ANTENNA ORIENTATION PLEASE REFER TO i T5. SHEET NUMBER: PROPOSED ANTENNA ORIENTATION SCALE AS 3 C-2 L ERICSSON RRUS-32 82 -DIMENSIONS (H x W x D): 27.2" x 12.1" x 7.0' (INCLUDES SUNSHIELD) -WEIGHT: 60 LEIS II 7.0" I •-:r.. 't 9 �+ a .<-•. iCg:_^, sy I I • \ I I } ; z y�fr3"y 1'.', 3 ±f +; tryr.Y I NOT USED I SCALE:ASNOTED I I I RRUS-32 82 DETAIL I SCAI.E:ASNOTED 12 I KEYNOTE LEGEND: 1. SECTOR GROUND BAR 2. COLLECTOR GROUND BAR. 3. NEW ANTENNA. 4. SINGLE PAIR FIBER & DC POWER. 5. JUMPER CARTE, 1/2° (TYP). 6. PIPE MOUNT. 7. DC POWER & FIBER TO RAYCAP UNIT. B. REMOTE RADIO HEAD (RRH) (R APPUCABLE). 9. DC6 RAYCAP SURGE SUPPRESSOR (IF APPLICABLE). ¢2 SOLID COPPER TINNED IN NMLT (NON-METALUC LIQUID -TIGHT (TYP)) #2 SOLID COPPER TINNED IN (NON-METAWC LIQUID -TIGHT 1. USE EIOSHNG AT&T GROUND BARS AND GROUNDING. 2. ADD GROUND BARS IF THERE ARE INSUFFICIENT LUG POSITIONS. 3. REFERENCE AT&T BONDING & GROUNDING PRACTICE TP76416. SOLID COPPER TINNED IN NMLT N-METAWC UQUID-TIGHT (TYP)) SCALE: AS NOTED I 3 THESE PLANS AND ALL P�R/OI�PpOS/I�0/��rp"ORK PROPOSED RAYCAP FIBER ARE SUBJECT TO ANYlORRECjIC,� in D DC DISTRIBUTION UNIT W/ (PAR"# SURGE PROTECTOR `AI '\ UIRED BY FIELD INSPECTORS TiII'�11 'ECRT DC SURGE q AFj �+/fps �y /� DG2_48_60_ (SEE SIMILAR) . MAYBE NECESSARY IN O :)En To (SEE NOTE 3) ^ V COMPLf WITH ALL APPLICABLE COME03. SECURING BAND ANS PREPARED FOR: 6� at&t 2001 NW 64TH STREET FORT LAUDERDALE, FL 333M INFINIGYS2° FROM ZERO TO INFINIGY the solutions are endless 2255 SEWELL MILL ROAD SUITE 1W MARIETTA, GA 30082 OFFICE#(678)4 4,163 .. nium em_mn smartlink 1997 ANNAPOUS EXCHANGE PNWY. SUITE 200 ANNAPOLIS, MD 21401 IGINERING LICENSE OpHERj i `%U2QNGENs�c 0 59739 *; n . �7ATE OF :,(U S°C0R10b'�� N AL %% CLIP FOR ATTACHING DC6 AT&T SITE NAME RAYCAP SUPPLED (OW) TO BASE ASSEMBLY TC �T� POLE MOUNTING BRACKETS (TYP) PETERSON (FPSO) RAYCAP SUPPLIED POWER BASE ASSEMBLY AT&T FA NUMBER: CABLE INGRESS PORTS 10152803 �-- L.CJ—. - CABLE -TIE BAR J-- Nam 1. UNIT SWNL BE MOUNTED AS PER MANUFACTURER'S RECOMMENDATIONS. 2. CONTRACTOR SHALL TIGHTEN Al BOLTS TO A 'SNUG TIGHT' COMMON / DEFINED BY AISC. 3. CONIPILTOR SHNL INSTALL RAWAP DISTRIBUTION UNIT 'MIHIN 15 FEET FROM ALL RRH'S. 6080 PETERSON ROAD FORT PIERCE, FL 34947 SHEETDESLRIPTION: DETAE S SHI£TNUMBER, SCALE: AS NOTED I d C-3 EXISTING MOUNTING EXISTING RRU SUPPORT KIT (IF SUITABLE) OR ERICSSON RRU SUPPORT KIT (WHERE REQUIRED) PART #SXK 107 2869/2 (OR APPROVED EQUAL) m�illimi-mwjorllklm BACK VIEW EXISTING EXISTING RRU SUPPORT KIT (IF MOUNTING PIPE SUITABLE) OR ERICSSON RRU SUPPORT KIT (WHERE REQUIRED) PART #SXK 107 2869/2 (OR APPROVED EQUAL) SCALE: AS NO1ED rrtl:rv5_D ARE SUBJECT TO ANY CORREC T ICHS -REQUIRED BY FIELD INSPECTO S T HST fwlNf BE NECESSAIW IN ORDE y TO CO ,PI Y WIT !-I ALL APPLICABLE CC 1EG. 1. -48V DC POWER PLANT. 2. (1) RACK MOUNTED RAYCAP DC SURGE PROTECTOR (DC6-48-60-RM). 3. RAYCAP FIBER AND DC DISTRIBUTION UNIT (DC6-48-60-18) 4. #8 AWG CONDUCTORS. 5. PROVIDE (2) 6-CONDUCTOR #8 AWG BUNDLES FOR DC POWER FROM RACK MOUNTED RAYCAP SURGE PROTECTION UNIT TO THE RAYCAP FIBER AND DISTRIBUTION UNIT ON TOWER 6. PROPOSED FIBER AND DC CABLE ROUTED TO PROPOSED RRH UNITS FILE COPY DC RISER DIAGRAM at&t 2001 NW B4TH STREET FORT LAUDERDALE, FL 333M PREPARED BY: INFINIGY2 FROM ZERO TO INFINIGY the soluFon3 are enEless 2255 SENELL MILL ROAD SUITE 130 MARIE TA. GA 30052 OFFICE N (678) 444 4463 smartlink 1997ANNAPOLIS EXCHANGE PKWY. SUITE200 ANNAPOLIS. MD 21401 ENGINEERING LICENSE: OpHERI✓i�i�� v\CENSFg9p��'. *• 0 9739 �Z STATE OF ?4UZ AT&TSRENAME: PETERSON (FP50) FAT&TFANUMBER: Ioiszsos DETAILS SHEETNUMBER: SCALE: AS NOTED 1 z C-4 DC I FIBER DEMARCATION BOX RAYCAP DC FIBER DEMARCATON BOX CABLES MOUNTING HEIGHT MODEL QUANTITY MODEL SIZE QUANTITY LENGTH PER LINE 125'-0' DC6-48-60-18-6F 2 ROSENBERGER (18) PAIR FIBER TRUNK 3/6" 4 5170'-0' (6) p8 AWC CONDUCTOR SHIELDED DC CABLE 3/4" 6 3170'-0' 220'-0' DC2-48-60-0-9E 2 ROSENBERGER SINGLE PAR DC CABLE (DC6 TO DC2) 7/16- 4 - 315,-0' ANTENNA AND COAX SCHEDULE ANTENNA GABLES mu MODULE TM^ DIPLE%ER FILTER SECTOR ALPHA (Al) AZIMUTH 350 CAR 125'-0- E'W IWTHREIN ANTENNA MODEL BM10765 NA 0 1 MECHANICAL ODWNDLT 0 ELECTRICAL OOWNTILT 6' CABLE MODEL - SIZE -1 UN E COLOR CODE RED MODEL Ott. M. MODEL Ott. MODEL TOWER QUANTITY GROUND QUANTITY MODEL ON. ALPHA (A2)ROSENBERCER (A3) 350 125'-0' KATHREIN B0010B85 1 0' 6'/SROSENBERGER REU FIBER JUMPER (DC6 iD RRU) 3/8'ALPHA M RRUS-]2 B2 11/2' SINGLE PAR DC CABLES (OC6 TO RRU) 7/16'3 COAX JUMPER (RRU TO ANTENNA) 1/2'- ALPHA (A4) 35C 125'-0' KATHREIN BOOT W65 1 Q 6 RED RRUS-11 2ROSENBERGER FIBER JUMPER (DC6 TO RRD) _ 3/B'4 ROSENBERGER SINGLE PAR DC CABLES (OC6 TO RRU) 7/16' 2 15' 1/2' COAX JUMPER (RRU TO ANTENNA) 1/2' 4 10' - - - BETA (BI) 12T 125'-0' KATHRON 80010765 1 Q T - - - - 1 BLUE BETA (B2) BETA (83) 121 125'-0' KATHREM 80010863 1 R T/E - - - 3 BLUE RRUS-11 1 - ROSENBERGER FIBER JUMPER (DC6 TO RRU) 3/8' 3 15' RRUS-32 82 1 _ ROSENBERGER SINGLE PAR OC CABLEB (DC6 TO RRU) 7/16' 2 15' 1/2' COAX JUMPER (RRU TO ANTENNA) 1/2' 6 10' - - - BETA (84) 120 125'-0' KATHREIN 80010765 1 0' 6' - - - 4 BLUE RRUS-11 2 - ROSENBERGER FIBER JUMPER (DC6 TO RRU) 3/8' 2 15' ROSENBERGER SINGLE PAR DC CABLES (OC6 TO RRU) 7/16' 2 15' I/2' COAX JUMPER (RRU TO ANTENNA) 1/2' 4 10' - - - GAMMA (GQ 215' 125'-0' 1 KATHRDN 80010765 1 O 6' - - - - 1 GREEN - - - - - - - - - GAMMA (G2) - - _ _ _ 125'- ' 0 NAT1f51N BOOT OB63 1 0' E/E - - GREEN RRUS-11 1 ROSENBERGER FIBER JUMPER (OC6 TO RRU) 3/B' 3 15' RRUS-32 B2 11/2' ROSENBERGER SINGLE PAR DC CABLES (DC6 TO RRU) 7/16' 2 15'J COAX JUMPER (RRU TO ANIENN4) 1/2' 6 10'RRUS-11 LM�(G3)215 215 125'-0' KATHRDN 00010765 1 O B 4 GREEN 2ROSENBERGER - - - - - - - FIBER JUMPER (DC6 TO RRU) 3/B' 2 15, - - - ROSENBERGER SINGLE PAR DC CABLE (DC6 TO RRU) 7/16' 2 15' 1/2' COAX JUMPER (RRU TO ANTENNA) 1/2' 4 TOTAL EXISTING 9 TOTAL REMOVED 3 TOTAL REPLACED 3 OVERALL TOTAL s TOTAL POWER 12 ISO' TOTAL 12 0 TOTAL D TOTAL 0 0 - 0 FIBER 15 225' THMEE PLAoNIS AND ALL PROPOSSD W0 a( ARE SU13MT TO ANY COP.REC r ICNS ` REQUIRED BY FIELD INSPECTORS THAT JUMPER$ 30 J00' ACTIVE COAX - - INACTIVE COAX 5/10L 3 510• qo aw 2001 NVV64TH STREET FORT LAUDERDALE. FL 33309 AN3 PREPAREDBY: INFINIGY2 FROM ZERO TO INFINIGY the solMHons are enNeu 2255 SEVVELL MILL ROAD SUITE 130 MARIETTA. GA 30M2 OFFICE N (678) 444 44G3 0smartlink 1997ANNAPOUSEXCHANGEPKV Y. SUITE200 ANNAPOLIS, MD 21401 ENGINEERING UCENSE: y11111 F1 (�A OpHER J�I�1% E N S �9 '. 59739�2 ' Izz STATE OF ,:�Ij Oly Iii9T CL ritUtbSPAY IN OR«R To AT&T SITE NAME: Cu 511V WITH ALL APPUCADLE CCUE3. PETERSON (FP50) AT6TFANUM13ER ___] 10152803 [SITEADDREW: - - ER ROAD FOR PI FORT PIERCEE,, F FL 34947 ANTENNA AND COAX INFORMATION RFINFO PROVIDED FROM THE REDS CONSTRUCTION. VI.00 SHEEP GATED 01/17/2017. FILE uupy SHEETDESCRIPDON: 'CONTRACTOR TO VERIFY RF INFO WITH CLIENT PRIOR TO CONSTRULTON. •COAX LENGTHS ARE APPROXIMATE AND MUST BE VERIFIED PRIOR TO CONSTRUCTION. ANTENNA SCHEDULE • • ALL COAX SHALL BE COLOR COOED AT TOP AND BOTTOM JUMPER AND AT TOP OF TOWER, BOTTOM OF TOWER, AND INSIDE SHELTER ON MAN COAX. 'EACH MAIN COAX SHALL HAVE CORROSION PROOF ID TAGS' INSTALLED INSIDE THE SHELTER AT THE PORT AND AT THE ANTENNA sHEEr NUMBER: ANTENNA AND COAX SCHEDULE r C— 5 scAT.E: as NOTED 1