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GENERAL NOTES: STANDARD PRACTICE. THE PLANE. ALL EXPOSED FASTENERS, NUTS. AND WASHERS SHALL BE GALVANIZED UNLESS I. ALL REFERENCES TO OWNER HEREIN SHALL BE 2. STRUCTURAL STEEL PLATES AND SHAPES SHALL RETESHALLWISE ALL NTO CONSTRUED TO MEAN AT&T OR ITS DESIGNATED REPRESENTATIVE. CON FORM TO ASTM A26. ALL STRUCTURAL STEEL PIPES SHALL CONFORM TO ASTM ASI GRADE B. CONCRETEB STAINLESS EEL CONCRETE SHALL BE STAINLESS STEEL 2. ALL WORK PRESENTED ON THESE DRAWINGS ALL STRUCTURAL STEEL TUBING SHALL CONFORM2. TO ASTM ASOO GRADE B. ALL STRUCTURAL STEEL THE CONTRACTOR SHALL FURNISH ALL CONNECTOR HARDWARE REQUIRED TO SECURE MUST BE CON PL ETED BY THE CONTRACTOR TED BY THE UNLESS NOTED THE CONTRACTOR COMPONENTS AND FABRICATED ASSEMBLES SHALL BE HOT DIP GALVANIZED AFTER THE CABLES. CONNECTION HARDWARE SHALL BE STAINLESS STEEL. MUST HAVE CONSIDERABLE EXPERIENCE IN PERFORMANCE OF WORK SIMILAR TO THAT FABRICATION. 3. NORTH ARROW SHOWN ON PLANS REFERS TO DESCRIBED HEREIN. BY ACCEPTANCE OF THIS 3. ASSIGNMENT, THE CONTRACTOR IS ATTESTING WELDING SHALL BE IN ACCORDANCE WITH THE AMERICAN WELDING SOCIETY (AWS) TRUE NORTH. CONTRACTOR SHALL VERIFY NORTH AND NOTIFY CONSULTANT OF ANY DISCREPANCY THAT HE DOES HAVE SUFFICIENT EXPERIENCE DJAIDIA M'. 2010. STRUCTURAL WELDING BEFORE STARTING CONSTRUCTION. AND ABILITY THAT HE IS KNOWLEDGEABLE OF CODE -STEEL WELD ELECTRODES SHALL BE E7OXX.4. PROVIDE LOCK WASHERS FOR ALL MECHANICAL THE WORK TO BE PERFORMED AND THAT HE IS 4. ALL COAXIAL CABLE CONNECTORS AND CONNECTORS FOR GROUND CONDUCTORS. USE PROPERLY LICENSED AND PROPERLY REGISTERED TO DO THIS NARK IN THE STATE TRANSMITTER EQUIPMENT SHALL BE AS STAINLESS STEEL HARDWARE THROUGHOUT. AND/OR COUNTY IN WHICH R IS TO BE SPECIFIED BY THE OWNER AND IS NOT INCLUDED 5. THOROUGHLY REMOVE ALL PAINT ANO CLEAN ALL PERFORMED. IN THESE CONSTRUCTION DOCUMENTS THE SHALL ALL CONNECTION DIRT FROM SURFACES REQUIRING GROUND 3. UNLESS SHOWN OR NOTED OTHERWISE ON THE CONTRACTOR FURNISH HARDWARE REQUIRED TO SECURE THE CABLES. CONNECTIONS. CONTRACT DRAWINGS, OR IN THE CONNECTION HARDWARE SHALL BE STAINLESS 6. MAKE ALL GROUND CONNECTIONS AS SHORT AND SPECIFICATIONS. THE FOLLOWING NOTES SHALL APPLY TO THE MATERIALS LISTED HEREIN. AND TOS. THE PROCEDURES TO BE USED ON THIS PROJECT. STEEL. ALL REINFORCING STEEL SHALL CONFORM TO DIRECT AS POSSIBLE. AVOID SHARP BENDS. ALL BENDS TO BE A MIN. OF S' RADIUS. TRANSIENT VOLTAGE SUPPRESSION ASTM 615 GRADE 60. DEFORMED BILLET STEEL 7. FORE BUILDING FRAME AND HATCH 4, ALL HARDWARE ASSEMBLY MANUFACTURERS INSTRUCTIONS SHALL BE FOLLOWED EXACTLY BARS. WELDED WIRE FABRIC REINFORCING SHALL CONFORM TO ASTM A185. GROUND BAR PLATE GROUND BARS. USE SUCH BOLT MOLE NEPA DRILLED CONNECTOR SUCH AS TbB 32W7 AND SHALL SUPERCEDE ANY CONFLICTING NOTES 8. THE FABRICATION AND ERECTION OF OR APPROVED EQUAL. ENCLOSED HEREIN. STRUCTURAL STEEL SHALL TO THE 8. FOR ALL EXTERNAL S. RIS THE CONTRACTOR'S SOLE RESPONSIBILITY ONS.CONFORM LATEST A.I.S.C. SPECIFICATIONS. CAD ELDS, A PLY A U ERAL CLAMPS, AND C APPLY LIBERAL TO DETERMINE ERECTION PROCEDURE AND ] ALL CONNECTIONS NOT FULLY DETAILED ON OR PROTECTIVE COATING OR AN ANTI.OY COATINGI SEQUENCE TO ENSURE THE SAFETY THE THESE PLANS SHALL BE DETAILED BY THE STEEL D COMPOUND SUCH AS'NO-0XIDE A' BY DEAR80RN R STRUCTURE AND ITS LDMCOMPONENT IFICPARTS WRING ERECTION AND' FIELD MODIFICATIONS, FABRICATOR IN ACCORDANCE WITH CHEMICAL COMPANY. INCLUDES. BUT IS NOT LIMITED TO, THE ADDITION SPECIFICATIONS. 9. REPAIR ALL METAL SURFACES THAT HAVE BEEN OF WHATEVER TEMPORARY BRACING. GUYS. OR g HOT -DIP GALVANIZE ITEMS SPECIFIED TO BE CUT OR DAMAGED BY REMOVING ANY EXISTING TIE DOWNS THAT MAY BE NECESSARY. SUCH MATERIAL SHALL BE REMOVED AND SHALL ZINC -COATED, AFTER FABRICATION WTIERE PRACTICAL. GALVANIZING: ASTM A 123, ASTM. A 1 D. RUST AND APPLYING COLD GALVANIZATION. ANTENNA CABLE LENGTHS HAVE BEEN REMAIN THE PROPERLY OF THE CONTRACTOR ISWA 153M OR ASTM A SIVA 553M. 090 AS DETERMINED BASED THESE PUNS. CABLE AFTER THE COMPLETION OF THE PROJECT. APPLICABLE. LENGTHSLISTEDARE APR 6. ALL DIMENSIONS, ELEVATIONS, AND EXISTING g. REPAIR DAMAGED SURFACES WITH GALVANIZING USED FOR NOT INTENDED TO BE USED FOR FABRICATION. CONDITIONS SHOWN ON THE DRAWINGS SHALL BE REPAIR METHOD AND PAINT CONFGRMINGTO DUE TO FIELD CONDITIONS, ACTUAL CABLE FIELD VERIFIED BY THE CONTRACTOR AND THE TESTING AGENCY PRIOR TO BEGINNING ANY ASTMA 780 OR BY APPLICATION OF STICK OR THICK PASTE MATERIAL SPECIFICALLY DESIGNED LENGTHS VARY. CONTRACTOR MUST FIELD VERIFY ANTENNA CABLE LENGTHS PRIOR TO MATERIALS ORDERING, FABRICATION, OR FOR REPAIR OF GALVANIZING, CLEAN AREAS TO ORDER. CONSTRUCTION NARK ON THIS PROJECT. ANY DISCREPANCIES SHALL BE IMMEDIATELY BE REPAIRED, AND REMOVE SLAG FROM WELDS. HEAT SURFACES TO WHICH STICK OR PASTE SOAMP BROUGHT TO THE ATTENTION OF THE OWNER AND THE OWNER'S ENGINEER, THE MATERIAL IS APPLIED WITH A TORCH TO A 50 AMP SG DOD DISCREPANCIES MUST BE RESOLVED BEFORE THE TEMPERATURE SUFFICIENT TO MELT THE METALLICS. IN STICK OR PASTE, SPREAD MOLTEN NR INTEGRATED SG RADIO MHz n p O 5 CONTRACTOR IS TO PROCEED NATO THE WORK. THE CONTRACT DOCUMENTS NOT INDICATE THE METHOD OF CONSTRUCTION, THE MATERIAL UNIFORMLY OVER SURFACES TO BE COATED AND WE OFF EXCESS MATERIAL. AIR 3246825. 868 �f NR INTEGRATED IWO OR 21W MW RADIO SUPERVISE CONTRACTORKDSHALL CONTRACTOR SHALL FOLLOW THE NR INTEGRATED 825/866 RADA NR 1251 RADIO 10 AMP DC OR 6A MR AS POSSIBLE FOREIO. NARK AND SHALL BE SOLELY RESPONSIBLE FOR BE MANUFACTURER'S 2X50 MNP ' NR6172 GAD B]7G ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, AND PROCEDURES. INFORM TION 15 CONTAINED IN IF S INFORMATION IS CONTAINED IN THESE PIANS OR OBSERVATION VISITS TO THE SITE BY THE OWNER AND/OR THE ENGINEER SHALL NOT INCLUDE THE MANUFACTURER'S SPECIFICATIONS ARE S STRICTER. U Il U 7. ALL MATERIALS AND EQUIPMENT FURNISHED NOTE: REFER TO AT&T SPECIFICATIONS AS THE STALL BE NEW AND OF GOOD QUAUTY. FREE FROM FAULTS AND DEFECTS AND IN CONTROLLING STANDARD FOR PROPOSED CONSTRUCTION. CONFORMANCE WITH THE CONTRACT DOCUMENTS ANY AND ALL SUBSTITUTIONS MUST ABOVE GROUND TEL - BE PROPERLY APPROVED AND AUTHORIZED IN PERMITS: WRITING BY THE OWNER AND ENGINEER PRIOR TO INSTALLATION. THE CONTRACTOR SHALL 1. CONTRACTOR SHALL SECURE ALL NECESSARY FURNISH SATISFACTORY EVIDENCE AS TO THE KIND AND QUALITY OF THE MATERIALS AND PERMITS FOR THIS PROJECT FROM ALL APPUCABLE GOVERNMENTAL AGENCIES. EQUIPMENT BEING SUBSTITUTED. 2. ANY PERMITS WHICH MUST BE OBTAINED SHALL 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR BE INE CONTRACTOR'S RESPONSIBILITY. THE INITIATING. MAINTAINING, AND SUPERVISING ALL SAFETY PRECAUTIONS AND PROGRAMS IN CONTRACTOR SHALL BE RESPONSIBLE FOR ABIDING BY ALL CONDITIONS AND REQUIREMENTS CONNECTION WITH THE WORK THE CONTRACTOR OF THE PERMITS. IS RESPONSIBLE FOR ENSURING THAT THIS BEIM CC 3. ALL WORK SHALL 8E IN ACCORDANCE WITH LOCAL PROJECT AND RELATED WORK COMPLIES WITH CODES AND THE "BUILDING ALL AND FEDERAL SAFETYCODEAPPLICABLE AND LOCAL SAFETY CODES AND REGULATIONS GOVERNING REQUIREMENTS FOR STRUCTURAL CONCRETE'. THIS YORK 4. THE CONTRACTOR SHALL NOTIFY THE 9, ALL WORK SHALL BE COMPLETED IN APPLICABLE JURISDICTIONAL (STATE. COUNTY, OR ACCORDANCE VATH THE LATEST EDITION OF THE CIENGINEER 24 HOURS PRIOR TO THE LOCAL BUILDING CODE. BEGT')INNING OF CONSTRUCTION. 10. ALL PROPOSED CELLULAR EQUIPMENT AND 5. ALL DIMENSIONS SHALL BE VERIFIED WITH THE FIXTURES SHALL BE FURNISHED BY OWNER FOR PLANS (LATEST REVISION) PRIOR TO INSTALLATION BY THE CONTRACTOR, UNLESS SPECIFICALLY NOTED OTHERWISE HEREIN. COMMENCING CONSTRUCTION. NOTIFY THE OWNER IMMEDIATELY IF DISCREPANCIES ARE DISCOVERED. THE CONTRACTOR SHALL HAVE A 11. ACCESS TO THE PROPOSED WORK SITE MAY BE SET OF APPROVED PLANS AVAILABLE AT THE SITE RESTRICTED, THE CONTRACTOR SHALL AT ALL TIME WHEN WORK IS BEING PERFORMED. COORDINATE INTENDED CONSTRUCTION ACTIVITY. INCLUDING WORK SCHEDULE AND A DESIGNATED RESPONSIBLE EMPLOYEE SHALL BE AVAILABLE FOR CONTACT BY GOVERNING MATERIALS ACCESS NTH THE RESIDENT LEASING AGENCY INSPECTORS. AGENT FOR APPROVAL. TRANSIENT VOLTAGE SUPPRESSION 12. PREFABRICATED BUILDING INSTALLATION SHALL BE IN ACCORDANCE OATH THE MANUFACTURERS MISCELLANEOUS'. SPECIFICATIONS. 1. ALL THREADED STRUCTURAL FASTENERS FOR TYR ANTENNA SUPPORT ASSEMBLES SHALL CONFORM STRUCTURAL STEEL NOTES: TO ASTM AW7 OR ASTM 36. ALL STRUCTURAL FASTENERS FOR STRUCTURAL STEEL FRAMING SHALL CONFORM TO ASTM A325. FASTENERS 1. STRUCTURAL STEEL SHALL CONFORM TO THE LATEST EDITION OF THE A.I.S.C. SPECIFICATIONS SHALL BE 5/8- MIN. DIA, BEARING TYPE CONNECTIONS WITH THREADS EXCLUDED FROM FOR STRUCTURAL STEEL BUILDINGS -ALLOWABLE UNDERGROUND POWER STRESS DESIGN AND PLASTIC DESIGN INCLUDING THE COMMENTARY AND THE A.I.S.C. CODE OF LOT 20A - _-LTE - -_ DIGITAL UNIT ABBREVIATK)NS AC ALTERNATING CURRENT AGE ABOVE GROUNDPOWER AGT ABOVE GROUND TEL - AIC AMPERAGE INTERRUPTION CAPACITY ATS AUTOMATIC TRANSFER SWITCH AWG AMERICAN WARE GAUGE BTC BARE TINNED COPPER CONDUCTOR BATT BATTERY CHG CHARGING COMM COMMON DC DIRECT CURRENT DIA DIAMETER DAG DRAWING EC ELECTRICAL CONDUCTOR EMT ELECTRICAL METALLIC TUBING FIE FACILITY INTERFACE FRAME GEN GENERATOR GPS GLOBAL POSITIONING SYSTEM HVAC HEATNENTILATIONWR CONDITIONING IGR INTERIOR GROUNDING RING (HALO) -5 MASTER GROUNDING BAR ] O6 J RRUSJ2 B30 5770 5770 RRus S61S7E RRUS 4426 B66 RRUS 44781314 i RRUS 4415825 KEYNOTELEGEND'. 1. IBV DC POWER PLANT. CONTRACTOR TO VERIFY CORRECT BREAKER SIZE IS INSTALLED FOR EACH RRU PER CHART 2. 11) RACK MOUNTED RAYCAP DC SURGE PROTECTOR 3. RAYCAP FIBER AND DC DISTRIBUTION UNIT TONER/ROOFTOP MOUNTED. 4. SB ANG SHIELDED CONDUCTORS. S. PROVIDE (2) 6- CONDUCTOR N AWG BUNDLES FOR DC POWER FROM RACK MOUNTED RAYCAP SURGE PROTECTION UNIT TO THE RAYCAP FIBER AND DISTRIBUTION UNIT ON TONER. 6. DC CABLE ROUTED TO R UNITS. 7. 02 AWG SHIELDED CONDUCTORS CURRENT SIZING ANG ELECTRICAL NOTE ALL ELECTRICAL UPGRADES ARE BEING PERFORMED ON THE DC RECTIFIERS AND DC SIDE OF THE ROVER PLANT. THESE UPGRADES WILL NOT REQUIRE ANY CHANGES TO THE AC LOADING. \\\\,��IuOrJ • • No. 82W •'� �OF ArrnmITTI PRINTEDCORES OF THIS DOCUMENT ARE HOT MUST eE YEPoHEDaW,vo 11- El EC RON'. COPIES T THS NEM IAS eEEN EEECTRON-LI SK;NED AND gcNATU l PAPINEL.-ED P E. Dara A -I. RAPHAEL MOHAMED. P.E. FLORIDA N0.82848 4I22J2G24 SUBMITTALS DATE DESCRIPTION REVISSUEDBY 10/24/ZOZJ CON6IRUCINONo IWMI V71/2024 _ CONSTRUCTION 1 _ RM WI W=4 CONSTRUCTION 2 RM 4111/2024 CONSTRUCTION 3 RM DAWN BY'. CRW CHECKED BY: OM AP -D BY. RN MIS PROJECT NO. 43]66AEC I NE NATION CONTAINED IN THESE OOOUMEMS IS PROVRIETAPW el NATURE TTIIEEOVWDiw-E OR ANY PART OOFOMESE RnwiNGSD WITIOUT TIE PERMISSION NETWORK PREPARED FOR: V at&t 12150 RESEARCH PKWY �I ORLANDO. FL 32825 PREPARED BY. :A a sTe c Network Solutions iE 1 SE IANLPANca75 is Sl TE 101 SITE NAME WEST VERO SITE ADDRESS: 5850 COLLEGE LANE VERO BEACH, FL 32966 FA LOCATION. 10032101 SHEET TITLE GENERAL NOTES SHEET NUMBER ON -1 GENERAL NOTES TO APPLY IN APPLICABLE SITUATIONS ONLY MIN MINIMUM SYMBOLS UST. MAY MICROWAVE (SYMBOLS SHOWN MAY NOT BE USED HIS MANUALTRANSFERSWITCH ON THIS PROJECT) NEC NATIONAL ELECTRICAL CODE CONDUIT RISER UP a ON CENTER RRUS-12 • A2 OHP OVERHEAD POWER • CONDUIT RISER DOWN CHU OVERHEAD UTILITIES I GROUNDING CONDUCTOR PPPOLARIZING PRESERVING INDICATES CIRCUIT CONTINUATION PCV PRIMARY CONTROL UNIT RRUS 4476 S5 P PROTOCOL DATA UNIT ENCLOSED CIRCUIT BREAKER (SIZE AS SHOWN) RECT RECTIFIER RRUS E2 829 RMC RIGIDMETALUCCONDUIT FUSED DISCONNECT SWITCH (SIZE AS SMgMI) RRU REMOTE RADIO UNIT RRUS 5843 8218WA gWJY RACEWAY _ RECEPTACLE PANELBOARD, 12N240 VOLT SIAD SMA RT INTEGRATED ACCESS DEVICE RRUS 2203814 TVSS TRANSIENT VOLTAGE SUPPRESSION 1 NOTE S: REFERENCE SYMBOLS. 7 MMP AG SYSTEM DENOTED 'SEE NOTE NOY' TYR TYPICAL -18.. INDICATES MOUNTING HEIGHT AFF LOU UNDERGROUND DUCT RRUS 4415 SW UGP UNDERGROUND POWER EXISTING ELEC EOUIPMENT TO REMAIN 5 LOT UNDERGROUNDTELCO R R US 2012829 UPS UNINTERRUPTIBLE POWER SOURCE (DC RRUS4455 15AMP POWER PLANT) RADIO OW \\\\,��IuOrJ • • No. 82W •'� �OF ArrnmITTI PRINTEDCORES OF THIS DOCUMENT ARE HOT MUST eE YEPoHEDaW,vo 11- El EC RON'. COPIES T THS NEM IAS eEEN EEECTRON-LI SK;NED AND gcNATU l PAPINEL.-ED P E. Dara A -I. RAPHAEL MOHAMED. P.E. FLORIDA N0.82848 4I22J2G24 SUBMITTALS DATE DESCRIPTION REVISSUEDBY 10/24/ZOZJ CON6IRUCINONo IWMI V71/2024 _ CONSTRUCTION 1 _ RM WI W=4 CONSTRUCTION 2 RM 4111/2024 CONSTRUCTION 3 RM DAWN BY'. CRW CHECKED BY: OM AP -D BY. RN MIS PROJECT NO. 43]66AEC I NE NATION CONTAINED IN THESE OOOUMEMS IS PROVRIETAPW el NATURE TTIIEEOVWDiw-E OR ANY PART OOFOMESE RnwiNGSD WITIOUT TIE PERMISSION NETWORK PREPARED FOR: V at&t 12150 RESEARCH PKWY �I ORLANDO. FL 32825 PREPARED BY. :A a sTe c Network Solutions iE 1 SE IANLPANca75 is Sl TE 101 SITE NAME WEST VERO SITE ADDRESS: 5850 COLLEGE LANE VERO BEACH, FL 32966 FA LOCATION. 10032101 SHEET TITLE GENERAL NOTES SHEET NUMBER ON -1 ENICSSOM RAM DEEMER REQUIREMENTS ERICSSON RADIO SIZE SNEAKER TECHNOLOGY RRUS-32 No 30 AMP AM QlooD RRL.. BW 20 MMP WCS (2300) RRU9-32 B2 "AMP PCS OSOO) RRUS-11 25 MMP VAR. MADS. R00(Sl 21. ON (1351, 19001821. 21 DO JIMD RRUS-12 • A2 25 AMP _ VAR. BANDS', (8501851, IMM (821. 2100 (BIB RRUS 4415825 25 AMP 1600 RRUS4426Be1 MAMP 21M RRUSM7661425 AMP 7. RRUS 4476 S5 25 AMP 650 RRUS 1178 B12 25 NAP 700 RRUS E2 829 25 MNP 7001829 i%ONLY) A RU54449:5/B12 2X25AMPOR140 NAP RRUS 5843 8218WA 2X W AMP OR 140 AMP RRUS 4460 821886 2 X 40 MNP OM 150 MIPN RRUS 2203814 IOAMP 814 RRUS 2203 821% 7 MMP AG W. 19W RRUS 22M 821M 10 AMP DC W. 1900 RRUS2205 BN6 RRUS 4402:66/825 7 NAPAC 1111 AMP GC IOAMP III PCS (I -) ANS (21.) RRUS 4415 SW 25 AMP 2]OD RR US 8863 SOAMP SG CBAN DIDOD(C BAND 3A-4.2 GHZ) R R US 2012829 15AMP 7.(029 TX ONLY) RRUS4455 15AMP 190012100 RADIO OW WAMP 82/Wm RADIO M90 WAMP 851812 DUN BANG RADA 4467145 AMP N77DUAL C-SAND/3ASGHZ RADIO 4435 Eno 115 MIP DC CGSAND PICO RADIO 3.7-3.98 GHZ RADIO 4435 B77D 10 NAP AC USAND PIC. RADIO 1.7-3.W GHZ RADIO 4405 15 MNP GC OR 10 AMP AC 3.45 GHZ PICO RADIO LPRU 442* MIN* 15 NNP GC OR IO AMP AC PCS 190WAW521W LPRU 4110 MB12 15 AMP OC OR IO AMP AC 7001850 AIR -86,18 35 AMP CBRS 3.55.3.7 GN' NR 6472 B77G/B77M SO NAP DC DUAL BAND UBAN.00D AlR 6449BID SOAMP 5GCSAND ME.I. B77G 50 AMP SG DOD NR 5331 RADIO 20 MIP DC OR 15 HIR AC NR INTEGRATED SG RADIO MHz NR 5322 -M 10 AMP DC OR 6 MIP AC NR INTEGRATED 8280 AIR 3246825. 868 45 OR SO AMP NR INTEGRATED IWO OR 21W MW RADIO AIR 1641 825/866 RADIO So AMP NR INTEGRATED 825/866 RADA NR 1251 RADIO 10 AMP DC OR 6A MR AS NR INTEGRATED SG MICRO RADIO 39 GHZ AIR6464 G7]D 8770 2X50 MNP SG NR6172 GAD B]7G 50 NAP SG \\\\,��IuOrJ • • No. 82W •'� �OF ArrnmITTI PRINTEDCORES OF THIS DOCUMENT ARE HOT MUST eE YEPoHEDaW,vo 11- El EC RON'. COPIES T THS NEM IAS eEEN EEECTRON-LI SK;NED AND gcNATU l PAPINEL.-ED P E. Dara A -I. RAPHAEL MOHAMED. P.E. FLORIDA N0.82848 4I22J2G24 SUBMITTALS DATE DESCRIPTION REVISSUEDBY 10/24/ZOZJ CON6IRUCINONo IWMI V71/2024 _ CONSTRUCTION 1 _ RM WI W=4 CONSTRUCTION 2 RM 4111/2024 CONSTRUCTION 3 RM DAWN BY'. CRW CHECKED BY: OM AP -D BY. RN MIS PROJECT NO. 43]66AEC I NE NATION CONTAINED IN THESE OOOUMEMS IS PROVRIETAPW el NATURE TTIIEEOVWDiw-E OR ANY PART OOFOMESE RnwiNGSD WITIOUT TIE PERMISSION NETWORK PREPARED FOR: V at&t 12150 RESEARCH PKWY �I ORLANDO. FL 32825 PREPARED BY. :A a sTe c Network Solutions iE 1 SE IANLPANca75 is Sl TE 101 SITE NAME WEST VERO SITE ADDRESS: 5850 COLLEGE LANE VERO BEACH, FL 32966 FA LOCATION. 10032101 SHEET TITLE GENERAL NOTES SHEET NUMBER ON -1