The URL can be used to link to this page

Home My WebLink AboutPLANS - 23-00113 - 2211 W 1000 S - Cell Tower Upgradese Hu 1:39 PROJECT# 2022.0131.0063 SITE NAME: REXBURG WEST NUMBER: ID4341 T AT&TSITE ,nobility corp. USID: 129553 T. OVERLAND PARK, KS 66204 LAN FARLEYPARK, S -- AT &T PACE ID: MRUTH053085 Network NOVA PROJECT ID: WES-MW-220834 ea statelle mobility corp. FA NUMBER: 10549689 5055 Hwy N, Suite 200 SITE ADDRESS: 2211 WEST 1000 SOUTH REXBURG, ID 83440 St. Charles, M063304 ,.,',ULLERTON SITE TYPE: MONOPOLE 1100 E. WOODFIELD ROAD, SUITE 500 SCHAUMBURG, ILLINOIS 60173 TEL: 847-908-8400 COA# C-2532 �FullertonEngineeringxom PROJECT INFORMATION SCOPE OF WORK APPLICABLE BUILDING CODES AND STANDARDS SITE NAME: REXBURG WEST THE SCOPE OF WORK CONSISTS OF: ALL WORK AND MATERIALS SHALL BE PERFORMED AND INSTALLED IN ACCORDANCE WITH THE CURRENT REV DATE DESCRIPTION BY A 02/07/23 90% REVIEW AB SITE NUMBER: ID4341 . REMOVE (2) EXISTING ODUs (ON GROUND) . INSTALL (2) NEW ODUs (ON GROUND) EDITIONS OF THE FOLLOWING CODES AS ADOPTED BY THE LOCAL GOVERNING AUTHORITIES. 0 02/20/23 FINAL EC . INSTALL (1) NEW EW90 ELLIPTICAL LINE USID: 129553 BUILDING CODE: 2018 INTERNATIONAL BUILDING CODE W/ AMENDMENTS PAGE ID: TBD ELECTRICAL CODE: 2017 NATIONAL ELECTRICAL CODE W/ AMENDMENTS I HEREBY CERTIFY THAT THESE DRAWINGS WERE PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND CONTROL, AND TO THE BEST OF MY KNOWLEDGE AND BELIEF COMPLY WITH THE REQUIREMENTS OF ALL NOVA PROJECT ID: WES-MW-220834 FA NUMBER: 10549689 SITE ADDRESS: SITE TYPE: 2211 WEST 1000 SOUTH REXBURG, ID 83440 MONOPOLE . ALL TRACTMAT RIAOLRSHALL BELINSTAL ED BY THEI CONTRACTOR, UNLESS STATED OTHERWISESHALL FRNISH ALL MATERAL WITH THE EXCEPTION OF AT&T SUPPLIED. MATERIAL. . FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION. ADA ACCESS REQUIREMENTS ARE NOT REQUIRED. � THIS FACILITY DOES NOT REQUIRE POTABLE WATER AND WILL NOT PRODUCE ANY SEWAGE NAL pGE N SF SITE LOCATION MAP DRAWING INDEX JURSIDICTION: CITY OF REXBURG • • -i%Rexb g Ra i e To,nporanlyClo`' T-1 TITLE SHEET APPLICANT: AT&T MOBILITY ADDRESS: 12930 OLIVE BLVD 20447 GN-1 GENERAL NOTES C-1 SITE PLAN C-2 SITE ELEVATION AND DISH LAYOUT CREVE COEUR, MO 63141 SITE COORDINATES SOURCE: LATITUDE: LONGITUDE: GROUND ELEV. (A.M.S.L.) (FT): PROPERTY/TOWER OWNER: RFDSRroarwnnrl 43.8089166' -1 1 1.82175° 4853' AT&T is _ Assisted Living' _ Part of Su` Rexburg �yj Veri U Re 1. signed by K C-3 EQUIPMENT SCHEDULE AND GROUNDING DIAGRAM SITE NAME . _06'00' Rexburg Idaho Tic!, REXBURG WEST TOWER OWNER SITE #: T.B.D USID/SITE NUMBER: SpringHiF Suites by Mardon Rexb`ur5a USID 129553 NOTE: DRAWING SCALES ARE FOR I INIT' SHEETS UNLESS OTHERWISE NOTED Burtcn ID4341 PACE TBD PROJECT CONSULTANTS SITE ADDRESS Lake RV Park ENGINEER: FULLERTON ENGINEERING CONSULTANTS, LLC WV ,ket:lde ADDRESS: CONTACT: PHONE: 1100 E. WOODFIELD ROAD, SUITE 500 SCHAUMBURG, ILLINOIS 60173 SARGIZ MIRZAEI (847) 908-8497 NO SCALE 2211 WEST 1000 SOUTH REXBURG, ID 83440 DIRECTIONS EMAIL: smirzaei@fullerconengineering.com SCAN QR CODE FOR LINK TO SITE LOCATION MAP ■❑ ' SHEET NAME TITLE SHEET SHEET NUMBER Know what's below. Call before you dig. T-1 e Hu 1:39 PROJECT# 2022.0131.0063 GENERAL NOTES: A. PURPOSE AND INTENT: I. THE DRAWING AND SPECIFICATIONS ARE INTENDED TO BE FULLY EXPLANATORY AND SUPPLEMENTARY, HOWEVER, SHOULD ANYTHING BE SHOWN, INDICATED, OR SPECIFIED ON ONE AND NOT THE OTHER, IT SHALL BE DONE THE SAME AS IF SHOWN, INDICATED, OR SPECIFIED IN BOTH. SHOULD THERE BE ANY DISCREPANCIES BETWEEN REQUIREMENTS SHOWN IN BOTH, THE MORE STRINGENT REQUIREMENTS SHALL APPLY. 2. THE INTENTION OF THE DOCUMENTS IS TO INCLUDE ALL LABOR AND MATERIALS REASONABLY NECESSARY FOR THE PROPER EXECUTION AND COMPLETION OF THE WORK AS STIPULATED IN THE CONTRACT. B. CONFLICTS: I. VERIFY ALL MEASUREMENTS AT THE SITE BEFORE ORDERING MATERIAL OR DOING ANY WORK. NO EXTRA CHARGE OR COMPENSATION WILL BE ALLOWED DUE TO DIFFERENCES BETWEEN ACTUAL DIMENSIONS OR DIMENSIONS SHOWN ON PLANS. SUBMIT NOTICE OF ANY DISCREPANCY IN DIMENSIONS OR OTHERWISE TO AT&T FOR RESOLUTION BEFORE PROCEEDING WITH THE WORK. 2. NO PLEA OF IGNORANCE OF CONDITIONS THAT EXIST, OR OF DIFFICULTIES OF CONDITIONS THAT MAY BE ENCOUNTERED,OR OF ANY OTHER RELEVANT MATTER CONCERNING THE EXECUTION OF THE WORK WILL BE ACCEPTED AS AN EXCUSE FOR ANY FAILURE OR OMISSION ON THE PART OF THE CONTRACTOR TO FULFILL EVERY DETAIL OF ALL THE REQUIREMENTS OF THE CONSTRUCTION DOCUMENTS GOVERNING THE WORK. C. CLEANING: KEEP THE SITE FREE FROM ACCUMULATION OF WASTE AND RUBBISH CAUSED BY EMPLOYEES. AT THE COMPLETION OF THE WORK, REMOVE ALL WASTE AND NON-CONSTUCTION MATERIAL, INCLUDING ALL CONTRACTOR TOOLS, SCAFFOLDING, AND SURPLUS MATERIAL AND LEAVE SITE CLEAN AND READY FOR USE. D. CODES: CONTRACTOR SHALL BE RESPONSIBLE FOR FOLLOWING ALL LAWS, REGULATIONS, AND RULES PROMULGATED BY FEDERAL STATE AND LOCAL AUTHORITIES WITH JURISDICTION OVER THE PROJECT. THIS RESPONSIBILITY IS IN EFFECT REGARDLESS OF WHETHER THE LAW, ORDINANCE, REGULATION OR RULE IS MENTIONED IN THESE SPECIFICATIONS. E. LICENSING: CONTRACTOR SHALL HAVE AND MAINTAIN A VALID CONTRACTOR'S LICENSE FOR THE LOCATION IN WHICH THE WORK IS TO BE PERFORMED. FOR JURISDICTIONS THAT LICENSE INDIVIDUAL TRADES, THE TRADESMAN OR SUBCONTRACTOR PERFORMING THOSE TRADES SHALL BE LICENSED. RESEARCH AND COMPLY WITH THE LICENSING LAWS, PAY LICENSE FEES, AND SELECT AND INFORM SUBCONTRACTORS REGARDING THESE LAWS. F. OSHA: FOLLOW ALL APPLICABLE RULES AND REGULATIONS OF THE OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATIONS AND STATE LAWS BASED IN THE FEDERAL OCCUPATIONAL SAFETY AND HEALTH ACT. THESE REGULATIONS INCLUDE, BUT ARE NOT LIMITED TO, REGULATIONS DEALING WITH TOWER CONSTRUCTION AND SAFETY, EXCAVATIONS AND TRENCHING, AND WORK IN CONFINED SPACES. ENSURE THAT EMPLOYEES AND SUBCONTRACTORS WEAR HARD HATS AT ALL TIMES DURING CONSTRUCTION. G. PHOTOS: PROVIDE PHOTOGRAPHIC EVIDENCE OF ALL FOUNDATION INSTALLATION, GROUNDING, AND TRENCHING AFTER PLACEMENT OF UTILITIES PRIOR TO BACKFILL. H. BUILDING PERMITS: CONTRACTOR WILL SUBMIT CONSTRUCTION DOCUMENTS TO THE JURISDICTIONAL AUTHORITY FOR PLAN CHECK AND REVIEW. CONTRACTOR WILL SUBMIT LICENSING AND WORKMAN'S COMPENSATION INFORMATION TO THE JURISDICTION AS REQUIRED TO OBTAIN THE BUILDING PERMIT, CONTRACTOR SHALL COORDINATE AND SCHEDULE REQUIRED INSPECTIONS AND POST REQUIRED PERMITS AT THE JOB SITE. COMPLY WITH SPECIFIC PROJECT.RELATIED REQUESTS AND SUGGESTION MADE BY BUILDING INSPECTOR, AND INFORM CONSTRUCTION MANAGER OF ANY SUCH WORK THAT MAY BE BEYOND THE SCOPE OF THE CONTRACT OR DEVIATE FROM THE CONSTRUCTION DOCUMENTS, AT&T WILL REIMBURSE THE CONTRACTOR FOR FEES, FOR PLAN REVIEW, BUILDING PERMIT. CONNECTIONS, AND INSPECTION. (INCLUDED IN THE BASE PROPOSAL) I. ZONING REGULATIONS AND CONDITIONAL USE PERMITS: CONTRACTOR WILL SUBMIT FOR AND OBTAIN All ZONING AND CONDITIONAL USE PERMITS, SOME USE PERMITS MAY HAVE SPECIFIC REQUIREMENTS FOR THE SITE RELATED TO CONSTRUCTION, SUCH AS NOISE REGULATIONS, HOURS OF WORK. ACCESS LIMITATIONS, ETC. THE CONSTRUCTION MANAGER WILL INFORM THE CONTRACTOR OF THESE REQUIREMENTS AT THE PRE-BID MEETING OR AS SHOWN IN THE CONSTRUCTION DOCUMENTS. J. FAA PERMIT AND TOWER LIGHTING: REFER TO CONSTRUCTION DOCUMENTS AND CONSTRUCTION MANAGER FOR FAA AND STATE LIGHTING REQUIREMENTS. CONTRACTOR SHALL PROVIDE TEMPORARY FM APPROVED LIGHTING UNTIL PERMANENT LIGHTING IS OPERATIONAL. K. TOWER SECURITY: IF REQUIRED, TOWER MUST BE FENCED, TEMPORARILY OR PERMANENTLY WITHIN 24 HOURS OF ERECTION. DO NOT ALLOW THE GATE ACCESSING THE TOWER AREA TO REMAIN OPEN OR UNATTENDED ANY TIME FOR ANY REASON. KEEP THE GATE CLOSED AND LOCKED WHEN NOT IN USE. L. SITE CONTROL: I. THE CONTRACTOR IS COMPLETELY RESPONSIBLE FOR CONTAINMENT OF SEDIMENT AND CONTROL OF EROSION AT THE SITE. ANY DAMAGE TO ADJACENT OR DOWNSTREAM PROPERTIES WILL BE CORRECTED BY THE CONTRACTOR AT NO EXPENSE TO AT&T. 2. THE CONTRACTOR IS TO MAINTAIN ADEQUATE DRAINAGE AT ALL TIMES. DO NOT ALLOW WATER TO STAND OR POND. ANY DAMAGE TO STRUCTURES OR WORK ON THE SITE CAUSED BY INADEQUATE MAINTENANCE OF DRAINAGE PROVISIONS WILL BE THE RESPONSIBILITY OF THE CONTRACTOR AND ANY COST ASSOCIATED WITH REPAIRS FOR SUCH DAMAGE WILL BE AT THE CONTRACTOR'S EXPENSE. 3. ALL WASTE MATERIAL SHALL BE PROPERLY DISPOSED OF OFF-SITE OR AS DIRECTED BY THE CONSTRUCTION MANAGER AND IN ACCORDANCE WITH JURISDICTIONAL AUTHORITIES. 2211 WEST 1000 SOUTH REXBURG, ID 83440 SHEET NAME GENERAL NOTES SHEET NUMBER GN -1 PROJECT# 2022.0131.0063 AT&T GENERAL NOTES mobility corp. 7801 FARLEY ST. I. IT IS THE CONTRACTOR'S RESPONSIBILITY TO EXAMINE ALL PLAN SHEETS AND SPECIFICATIONS AND OVERLAND PARK, KS 66204 COORDINATE HIS WORK WITH THE WORK OF ALL OTHER CONTRACTORS TO ENSURE THAT WORK PROGRESSION IS NOT INTERRUPTED. 2. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING A NEAT AND ORDERLY SITE, YARD AND Network GROUNDS. CONTRACTOR SHALL REMOVE AND DISPOSE OFF SITE ALL RUBBISH, WASTE MATERIALS, Rea tetellC LITTER AND ALL FOREIGN SUBSTANCES. REMOVE PETROCHEMICAL SPILLS, STAINS AND OTHER FOREIGN DEPOSITS. RAKE GROUNDS TO A SMOOTH EVEN -TEXTURED SURFACE. 3. THE PLANS SHOW SOME KNOW SUBSURFACE STRUCTURES ABOVE GROUND STRUCTURES AND/OR UTILITIES BELIEVED TO EXIST IN THE WORKING AREA. EXACT LOCATION OF WHICH MAY VARY FROM 5055 Hwy N, Suite 200 THE LOCATIONS INDICATED, IN PARTICULAR. THE CONTRACTOR IS WARNED THAT THE EXACT OR St. Charles, MO 63304 EVEN APPROXIMATE LOCATIONS OF SUCH PIPELINES, SUBSURFACE STRUCTURES AND/OR UTILITIES IN THE AREA MAY BE SHOWN AY NOT BE SHOWN AND IT SHALL BEWITH 17ULLERTION CO LEED GREAT CARE N EXCAVATION ANY WORK. 48 HOURS BEFORE YOUSDIG, DRRESPOIILLBO OR LOCAL UTILITY LOCATOR COMPANY. 4. THE OWNER OR OWNERS'S REPRESENTATIVE SHALL BE NOTIFIED IN WRITING OF ANY CONDITIONS 1 100 E. WOODFIELD ROAD, SUITE 500 SCHAUMBURG, ILLINOIS 60173 THAT VARY FROM THOSE SHOWN ON THE PLANS. THE CONTRACTOR'S WORK SHALL NOT VARY FROM TEL: 847-908-8400 THE PLANS WITHOUT THE EXPRESSED APPROVAL OF THE OWNER OR THE OWNER'S REPRESENTATIVE. COA# C-2532 www.FullertonEngineering.com S. THE CONTRACTOR IS INSTRUCTED TO COOPERATE WITH ANY AND ALL OTHER CONTRACTORS PERFORMING WORK ON THIS JOB SITE DURING THE PERFORMANCE OF THIS CONTRACT REV DATE DESCRIPTION BY A 02/07/23 90% REVIEW AB 6. THE CONTRACTOR SHALL RESTORE ALL DAMAGED, PUBLIC OR PRIVATE, PROPERTY TO AT LEAST AS 0 02/20/23 FINAL EC GOOD OF CONDITION AS BEFORE DISTURBED AS DETERMINED BY THE OWNER OR OWNER'S REPRESENTATIVE 7. THE CONTRACTOR SHALL COMPLY WITH ALL REQUIRED PERMITS. 8. THE CONTRACTOR SHALL PROTECT EXISTING PROPERTY LINE MONUMENTATION. ANY I HEREBY CERTIFY THAT THESE DRAWINGS WERE PREPARED BY ME OR UNDER MY DIRECT SUPERVISION MONUMENTATION DISTURBED OR DESTROYED, AS JUDGED BY THE OWNER OR OWNER'S REPRESENTATIVE SHALL BE REPLACED. AND CONTROL, AND TO THE BEST OF MY KNOWLEDGE AND BELIEF COMPLY WITH THE REQUIREMENTS OF ALL 9. ALL TRENCH EXCAVATION AND ANY REQUIRED SHEETING AND SHORING SHALL BE DONE IN ACCORDANCE WITH OSHA REGULATIONS FOR CONSTRUCTION. FNn/ (C,SHAL 10. CONTRACTOR SHALL BE RESPONSIBLE FOR DEWATERING AND THE MAINTENANCE OF SURFACE �NS 3 FAFF �� DRAINAGE DURING THE COURSE OF WORK. Q SP 11. ALL UTILITY WORK INVOLVING SSAND TONS EXISTING OAND 20447 20447 THE OWNER OR OWNER'S REPRESENTATIVE UTILITY OWNER BEFORE EACH EVERYRDINATED CONNECTION TO EXISTING SYSTEMS IS MADE. 12. MAINTAIN FLOW FOR ALL EXISTING UTILITIES. 13. ALL SITE FILL SHALL MEET SELECTED FILL STANDARDS AS DEFINED BY THE OWNER OR OWNER'S REPRESENTATIVE ON THE DRAWINGS OR GEOTECHNICAL REPORT RECOMMENDATIONS 14. CONTRACTOR TO GRADE ALL AREAS OF THE SITE TO PROVIDE POSITIVE DRAINAGE AWAY FROM THE SITE NAME BUILDING OR EQUIPMENT PAD AND THE TOWER. 15. IF NECESSARY, THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING AND REGRADING ROADWAY AND ANY DISTURBED AREAS FOLLOWING INSTALLATION OF UTILITIES. p REXBU RG WEST 16. NO COMMERCIAL MESSAGES TO BE DISPLAYED ON TOWER 17. WATER AND SEWER SERVICES ARE NOT REQUIRED FOR THIS DEVELOPMENT USID/SITE NUMBER: 18. THE CONTRACTOR SHALL FURNISH AND INSTALL ALL MATERIALS UNLESS NOTED. USID 129553 I D4341 PACE TBD SITE ADDRESS 2211 WEST 1000 SOUTH REXBURG, ID 83440 SHEET NAME GENERAL NOTES SHEET NUMBER GN -1 PROJECT# 2022.0131.0063 PROJECT# 2022.0131.0063 ABBREVIATIONS NOTE: IT IS ASSUMED THAT ADEQUATE SPACE IS AFF ABOVE FINISHED FLOOR AEG AVAILABLE INSIDE THE EXISTING EQUIPMENT AGL AMSL ABOVE FINISHED GRADE ABOVE GROUND LEVEL ABOVE MEAN SEA LEVEL CABINET FOR INSTALLATION OF MICROWAVE BASE STATION EQUIPMENT (IF REQUIRED). — AT&T APPROX APPROXIMATE CONTRACTOR TO COORDINATE INSTALLATION mobility corp. ATS AUTOMATIC TRANSFER SWITCH WITH AT&T REPRESENTATIVE AWG AMERICAN WIRE GAUGE BLDG BUILDING 7801 FARLEY ST. BBU CL BASE BAND UNIT CENTERLINE OVERLAND PARK, KS 66204 CLR CLEAR COL COLUMN CONCRETE CONIC CONDUIT Network GRAN CENTRALIZED RAN B8 Estate LLC C—RAN CLOUD RAN EXISTING ACCESS GATE DWG DRAWING FT FOOT(FEET) LGB EQUIPMENT GROUND BAR ELEC ELECTRICAL V EMT ELECTRICAL METALLIC TUBINGI 5 55 w y 200 ELEV ELEVATION St. Charles, MO 63304 EQUIP EQUIPMENT (E) EXT EXISTING EXTERIOR �ULLERTON FND F FOUNDATION FIBER EXISTING PAD MOUNTED TRANSFORMER GALGA GAUGE GALVANIZED 1100 E. WOODFIELD ROAD, SUITE 500 CPS GPS GLOBAL POSITIONING SYSTEM SCHAUMBURG, ILLINOIS 60173 GND GROUND TEL: 847-908-8400 GSM GLOBAL SYSTEM FOR MOBILE EXISTING UTILITY COA#C-2532 w .FullertonEngineermg.com COMMUNICATION H -FRAME LTE LONG TERM EVOLUTION REV DATE DESCRIPTION BY MAX MAXIMUM MFR MGB MANUFACTURER MASTER GROUND BAR NEW AND EXISTING AT&T EXISTING AT&T A 02/07/23 90% REVIEW AB 0 02/20/23 FINAL EC MIN MINIMUM EQUIPMENT IN EXISTING AT&T PROPANE GENERATOR MIMO MULTIPLE IN MULTIPLE OUT EQUIPMENT SHELTER ON CONCRETE PAD N.T.S. NOT TO SCALE 0. C. ON CENTER PPC POWER PROTECTION CABINET (2) NEW AT&T MW ODUs PROPERTY (CEI I-2-512bOS-401)I IN Z� EXISTING AT&T I HEREBY CERTIFY THAT THESE DRAWINGS WERE RAN RADIO ACCESS NETWORK RBS RADIO BASED STATIONSHELTER EXISTING AT&T EQUIPMENT 11'-6" X 20'-0" RRH REMOTE RADIO HEAD SHELTER PREPARED BY ME OR UNDER MY DIRECT SUPERVISION RCS RIGID GALVANIZED STEEL (2) EXISITNG AT&T MW ODUs AND CONTROL, AND THE BEST U MY KNOWLEDGE AND BELIEF COMPLY WITH THE REQUIREMENTS OF ALL IN INCH(ES) (95MPR1 I-H12BF30-160) IN NTINTERIOR EXISTING AT&T EQUIPMENT LB(S), # POUND(S) SHELTER TO BE REMOVED �pNAL gS SF SQUARE FOOTENSSTL STEEL TYP TYPICAL (I) EXISTING AT&T EW90 ELLIPTICAL UNO UNLESS NOTED OTHERWISE LINE ROUTED ON EXISTING AT&T UMTS UNIVERSAL MOBILE ICE BRIDGE TO REMAIN MIUNICATION SYSTEM r� 20447 VIE VERIFYL IN FIE (1) NEW AT&T EW90 ELLIPTICAL W/ WITH LINE ROUTED ON EXISTING XFMR TRANSFORMER EXISTING CHAIN LINK FENCE AT&T ICE BRIDGE EXISTING AT&T ICE BRIDGE APPROX. LENGTH = 7'-0"± EXISTING PROPANE TANK SYMBOLS 4\ REVISION ON CONCRETE PAD SITE NAME �} WORK POINT UTILITY POLE EXISTING MONOPOLE REXBURG WEST BRICK COMPRESSED STONE CONCRETE USID/SITE NUMBER: EARTH USID 129553 ID4341 GRAVEL PACE TBD MASONRY STEEL SITE ADDRESS CENTERLINE ---------- PROPERTY LINE 2211 WEST 1000 SOUTH ------- LEASE LINE REXBURG, ID 83440 — — — — — EASEMENT LINE FENCE —xCHAINLINK 50'-0" SHEET NAME ❑ ❑ WOOD WROUGHT IRON E ELECTRIC QE—OE— OVERHEAD SITE PLAN UEUE UNDERGROUND F F FIBER OFOF OVERHEAD OFUF UNDERGROUND SHEET NUMBER T T TELEPHONE OT OT OVERHEAD -TUT UNDERGROUND ///�� DC DC DCPOWER C 1 L _ —�SECTION REFERENCE PLAN SCALE: 1/ 16" -0" 1 I PROJECT# 2022.0131.0063 NOTES: I. CALCULATIONS FOR THE STRUCTURE AND ANTENNA MOUNTS WERE PREPARED BY OTHERS AND THOSE CALCULATIONS CERTIFY THE CAPACITY OF THE AT&T STRUCTURE TO SUPPORT THE NEW EQUIPMENT mobility corp. 2. CABLES NOT SHOWN FOR CLARITY EXISTING MW DISH MOUNT 7801 PARLEY ST. OVERLAND PARK, KS 66204 d a�� Network T/EXISTING MONOPOLE (1) EXISTING AT&T MW DISH ELEV. = 121'-0"± A.G.L. (COMMSCOPE VHLPX4-1 IW) TO REMAIN 4 OF E AT_&T ANTENNAS ELEV. = 121'-0"± A.G.L. 5055 Hwy N, Suite 200 St. Charles, MO 63304 EXISTING AT&T ANTENNAS EXISTING MONOPOLE AZIMUTH ;jU L L E RTO N '160.107 1 100 E. WOODFIELD ROAD, SUITE 500 SCHAUMBURG, ILLINOIS 60173 TEL: 847-908-8400 EXISTING STIFFENER ARM COA# C-2532 www. FullertonEngmeermg.com NOTE: REV DATE DESCRIPTION BY A 02/07/23 90% REVIEW AB EXISTING MONOPOLE (2) EXISTING ODUs FOR EXISTING 0 02/20/23 FINAL EC AT&T MW DISH AT ELEV. = 25'-0" MOUNTED WITHIN EXISTING AT&T SHELTER ON THE GROUND TO BE REMOVED ELEV. = 25'-0" AG L I HEREBY CERTIFY THAT THESE DRAWINGS WERE PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND CONTROL, AND TO THE BEST OF MY KNOWLEDGE AND BELIEF COMPLY WITH THE REQUIREMENTS OF ALL SS\()NAL EN EXISTING MICROWAVE DISH LAYOUT SCALE: 3/16°= 1'-0" 2 `GENSF�/�,�� Q�O�� 20447 EXISTING MW DISH MOUNT �� SITE NAME (1) EXISTING AT&T MW DISH (COMMSCOPE VHLPX4-I IW) REXBURG WEST EXISTING AT&T ICE BRIDGE USID/SITE NUMBER: (1) EXISTING AT&T MW DISH (COMMSCOPE VHLPX4-1 I W) NEW AND EXISTING AT&T AZIMUTH EXISTING MONOPOLE '160.107° USID 129553 EQUIPMENT IN EXISTING ID4341 AT&T EQUIPMENT SHELTER PACE TBD �p E OF EE AT&T MW DISH (2) NEW AT&T MW ODUs ELEV. = 25'-0"± A.G.L (W VCE I I-L2-512F60S-401) IN SITE ADDRESS EXISTING AT&T EQUIPMENT EXISTING STIFFENER ARM (1) NEW AT&T EW90 ELLIPTICAL SHELTER LINE TO FOLLOW ROUTE OF (2) EXISITNG AT&T MW ODUs 2211 WEST 1000 SOUTH EXISTING CABLES TO EXISTING MW (95MPR1 I-H128F30-160) IN REXBURG, ID 83440 DISH AT ELEV. = 25'-0" (APPROX. LENGTH = 60 FT±) EXISTING AT&T EQUIPMENT SHELTER TO BE REMOVED NOTE: SHEET NAME (1) EXISTING AT&T EW60 ELLIPTICAL LINE (2) NEW ODUs FOR EXISTING ROUTED TO EXISTING MW DISH AT MW DISH AT ELEV. = 25'-0" TO BE BE ELEV. 25'-0" TO REMAIN MOUNTED WITHIN EXISTING AT&T SITE ELEVATION EXISTING CHAIN LINK FENCE SHELTER ON THE GROUND (TYP.) AND DISH LAYOUT FINISH GRADE ELEV. = 25'-0" AGL 0 ELEV. = 0'-0" A.G.L. SHEET NUMBER C-2 H3 SITE ELEVATION SCALE: 1/16"= 1'-0" I NEW MICROWAVE DISH LAYOUT SCALE: 1/4°=1'-0" PROJECT# 2022.0131.0063 EQUIPMENT SCHEDULE NOTE: ALL NEW GROUND BARS SHALL BE TIED TO EXISTING GROUND RING OR BONDED TO EXISTING GROUND BARS - MECHANICAL O EXOTHERMIC CONNECTION CONNECTION EXISTING GND NEW CABLE GROUND KIT OC❑❑❑p❑❑L7 I EXISTING MICROWAVE (TYP.) EXISTING ANTENNA MOUNTING PIPE (TYP.) EXISTING UPPER GROUND BAR EXISTING GND WIRE NEW CABLE NEW ODU (TYP.) -NEW STRANDED INSULATED GND WIRE (TYP.) NEW CABLE GROUND KIT -- EXISTING LOWER r GROUND BAR ❑ ❑❑ ❑❑ GROUNDING DIAGRAM AT&T mobility corp. 7801 FARLEY ST. OVERLAND PARK, KS 66204 Network ea state L 5055 Hwy N, Suite 200 St. Charles, MO 63304 �ULLERTON 1 100 E. WOODFIELD ROAD, SUITE 500 SCHAUMBURG, ILLINOIS 60173 TEL: 847-908-8400 COA# C-2532 www. FullertonEngineering.com REV DATE DESCRIPTION BY A 02/07/23 90% REVIEW AB 0 02/20/23 FINAL EC I HEREBY CERTIFY THAT THESE DRAWINGS WERE PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND CONTROL, AND TO THE BEST OF MY KNOWLEDGE SCALE: N.T.S. 1 AND BELIEF COMPLY WITH THE REQUIREMENTS OF ALL SCALE: N.T.S. I 2 � S ONAL FN\ Q� ` ENS,p VA SITE NAME REXBURG WEST USID/SITE NUMBER: USID 129553 ID4341 PACE TBD SITE ADDRESS 2211 WEST 1000 SOUTH REXBURG, ID 83440 SHEET NAME EQUIPMENT SCHEDULE AND GROUNDING DIAGRAM SHEET NUMBER C-3 PROJECT# 2022.0131.0063 AZIMUTH RAD CENTER CABLE CABLE MW DISH # MW DISH MODEL NUMBER (DEG) (AGL FT) ODU QUANTITY QUANTITY AND MODEL NUMBER LENGTH I (E) COMMSCOPE VHLPX4-I IW) 260.107° 25' (2) (N) (WVCEI I-L2-512F60S-401) (1) (E) EW90 60,+ (ON GROUND) (1) (N) EW90 (E) - EXISTING (N) - NEW (R) - RELOCATED EQUIPMENT SCHEDULE NOTE: ALL NEW GROUND BARS SHALL BE TIED TO EXISTING GROUND RING OR BONDED TO EXISTING GROUND BARS - MECHANICAL O EXOTHERMIC CONNECTION CONNECTION EXISTING GND NEW CABLE GROUND KIT OC❑❑❑p❑❑L7 I EXISTING MICROWAVE (TYP.) EXISTING ANTENNA MOUNTING PIPE (TYP.) EXISTING UPPER GROUND BAR EXISTING GND WIRE NEW CABLE NEW ODU (TYP.) -NEW STRANDED INSULATED GND WIRE (TYP.) NEW CABLE GROUND KIT -- EXISTING LOWER r GROUND BAR ❑ ❑❑ ❑❑ GROUNDING DIAGRAM AT&T mobility corp. 7801 FARLEY ST. OVERLAND PARK, KS 66204 Network ea state L 5055 Hwy N, Suite 200 St. Charles, MO 63304 �ULLERTON 1 100 E. WOODFIELD ROAD, SUITE 500 SCHAUMBURG, ILLINOIS 60173 TEL: 847-908-8400 COA# C-2532 www. FullertonEngineering.com REV DATE DESCRIPTION BY A 02/07/23 90% REVIEW AB 0 02/20/23 FINAL EC I HEREBY CERTIFY THAT THESE DRAWINGS WERE PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND CONTROL, AND TO THE BEST OF MY KNOWLEDGE SCALE: N.T.S. 1 AND BELIEF COMPLY WITH THE REQUIREMENTS OF ALL SCALE: N.T.S. I 2 � S ONAL FN\ Q� ` ENS,p VA SITE NAME REXBURG WEST USID/SITE NUMBER: USID 129553 ID4341 PACE TBD SITE ADDRESS 2211 WEST 1000 SOUTH REXBURG, ID 83440 SHEET NAME EQUIPMENT SCHEDULE AND GROUNDING DIAGRAM SHEET NUMBER C-3 PROJECT# 2022.0131.0063