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Home My WebLink AboutPLANS - 22-00881 - 2211 W 1000 S - Cell Tower UpgradesPROPERTY INFORMATION CIVIL ENGINEER: KIMLEY-HORN AND ASSOCIATES, INC. 3875 EMBASSY PKWY., SUITE 280 AKRON, OH 44333 (216) 505-8256 LOCAL MAP VICINITY MAP PROPERTY SUMMARY PROJECT INFORMATION PARCEL #:RPR6N39E350001 HANDICAP REQUIREMENTS:FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION. HANDICAPPED ACCESS NOT REQUIRED LATITUDE:43° 48' 32.10" N (43.8089166°) LONGITUDE:111° 49' 18.30" W (-111.82175°) COUNTY:MADISON COUNTY ZONING JURISDICTION:CITY OF REXBURG ZONING CLASSIFICATION:PF DESIGN CRITERIA DESIGN WIND SPEED: 105 MPH (ULTIMATE, 3-SECOND GUST) EXPOSURE: C RISK CATEGORY: II RF DESIGN VERIFICATION NOTES: 1.PLEASE REFER TO RFDS #5134790, UPDATED 04/26/22 GENERATED FOR THE DRAWINGS 2.CONTRACTOR TO OBTAIN A CURRENT RFDS PRIOR TO CONSTRUCTION 1.CONTRACTOR SHALL VERIFY ALL PLANS AND EXISTING DIMENSIONS AND CONDITIONS ON THE JOB SITE AND SHALL IMMEDIATELY NOTIFY THE ENGINEER IN WRITING OF ANY DISCREPANCIES BEFORE PROCEEDING WITH THE WORK OR BE RESPONSIBLE FOR SAME. 2.THIS IS AN UNMANNED FACILITY AND WILL BE USED FOR THE TRANSMISSION OF RADIO SIGNALS FOR THE PURPOSE OF PROVIDING PUBLIC CELLULAR SERVICE. 3.AT&T CERTIFIES THAT THIS EQUIPMENT FACILITY WILL BE SERVICED ONLY BY AT&T EMPLOYEES AND SUBCONTRACTORS AND THE WORK ASSOCIATED WITH ANY EQUIPMENT CANNOT BE PERFORMED BY HANDICAPPED PERSONS. THIS FACILITY WILL BE FREQUENTED ONLY BY SERVICE PERSONNEL FOR REPAIR PURPOSES ONLY. 4.NO POTABLE WATER SUPPLY IS TO BE PROVIDED AT THIS LOCATION 5.NO WASTEWATER WILL BE GENERATED AT THIS LOCATION 6.NO SOLID WASTE WILL BE GENERATED AT THIS LOCATION 7.CONTRACTOR SHALL NOTIFY OWNER FOR ACCESS TO SITE 8.INSTALLATION OF ANTENNAS ON AN EXISTING BUILDING AND LINES IN AN EXISTING COMMUNICATION FACILITY WITH SHELTER AND GENERATOR. APPLICABLE CODES CONTACTS TOWER OWNER PROPERTY OWNER MADISON SCHOOL DISTRICT 2300 UNIVERSITY BLVD, PO BOX 830 REXBURG, ID 83440 NORTH 7150 STANDARD DRIVE HANOVER, MD 21076 1 1362 MELLON ROAD, SUITE 140 HANOVER, MD 21076 KHCLE - 31358 T-1 SCOPE OF WORK EX EQUIPMENT TO BE REMOVED (3) ANTENNAS (3) TMAS (1) BATTERY RACK (1) POWER PLANT (20) 155AH BATTERIES ·CONTRACTOR SHALL FURNISH ALL MATERIAL WITH THE EXCEPTION OF AT&T SUPPLIED MATERIAL. ·ALL MATERIAL SHALL BE INSTALLED BY THE CONTRACTOR, UNLESS OTHERWISE STATED. NEW EQUIPMENT TO BE INSTALLED (6) ANTENNAS (1) DC9 UNITS (1) #6 DC TRUNK (1) 24 PAIR FIBER TRUNK (1) POWER PLANT (11) RECITIFIERS (8) CONVERTERS (8) 190AH BATTERIES (1) AMIA (3) ABIO (1) ASIL THE CONTRACTOR'S WORK SHALL COMPLY WITH ALL APPLICABLE NATIONAL, STATE AND LOCAL CODES AS ADOPTED BY THE LOCAL AUTHORITY HAVING JURISDICTION (AHJ) OVER THE LOCATION. THE EDITION OF THE AHJ ADOPTED CODES AND STANDARDS IN EFFECT ON THE DATE OF CONTRACT AWARD SHALL GOVERN THE DESIGN. BUILDING CODE: NATIONAL ELECTRIC CODE: MECHANICAL CODE: FIRE CODE: LIFE SAFETY CODE: FIRE ALARM & SIGNALING CODE: NFPA-72-2013 THE CONTRACTOR'S WORK SHALL COMPLY WITH THE LATEST EDITION OF THE FOLLOWING STANDARDS; AMERICAN CONCRETE INSTITUTE (ACI) 318-11 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE: AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC), 14TH EDITION: TELECOMMUNICATION INDUSTRY ASSOCIATION (TIA) 222-H, STRUCTURAL STANDARDS FOR STEEL ANTENNA TOWER AND ANTENNA SUPPORTING STRUCTURES: TIA-607-B, COMMERCIAL BUILDING GROUNDING AND BONDING REQUIREMENTS FOR TELECOMMUNICATIONS. INSTITUTE FOR ELECTRICAL AND ELECTRONICS ENGINEERS (IEEE) 81, GUIDE FOR MEASURING EARTH RESISTIVITY, GROUND IMPEDANCE, AND EARTH SURFACE POTENTIALS OF A GROUND SYSTEM: IEEE 1100 (2005) RECOMMENDED PRACTICE FOR POWERING AND GROUNDING OF ELECTRONIC EQUIPMENT. IEEE C62.41, GUIDE ON THE SURGE ENVIRONMENT IN LOW-VOLTAGE AC POWER CIRCUITS (FOR LOCATION CATEGORY "C-3" AND "HIGH SYSTEM EXPOSURE") TELCORDIA GR-1275, GENERAL INSTALLATION REQUIREMENTS: TELCORDIA GR-1503, COAXIAL CABLE CONNECTIONS: ANSI T1.311, FOR TELECOM, DC POWER SYSTEMS, TELECOM ENVIRONMENTAL PROTECTION. NORTH SHEET DESCRIPTION T-1 TITLE PAGE T-2 GENERAL NOTES C-1 SITE COMPOUND PLAN C-1.1 EQUIPMENT PLAN C-2 BUILDING ELEVATION & ANTENNA PLAN C-3 ANTENNA SCHEDULE C-4 EQUIPMENT DETAILS C-4.1 EQUIPMENT DETAILS C-5 DC CABLE LENGTHS & FIBER CONNECTION, ASSIGNMENTS & COLOR CODES E-1 A/C PANEL SCHEDULE E-2 DC ONE LINE DIAGRAM E-3 GROUNDING NOTES & DETAILS APPLICANT AT&T MOBILITY 1025 LENOX PARK BLVD NE 3RD FLOOR ATLANTA, GA 30319 UNDERGROUND SERVICE ALERT - IDAHO DIG LINE UTILITY NOTIFICATION CENTER OF IDAHO (800) 342-1585 WWW.DIGLINE.COM REXBURG WEST FA NUMBER: 10549689 USID: 129553 SITE ID: IDL04341 5G NR 1SR CBAND 2211 WEST 1000 SOUTH REXBURG, ID 83440 UPGRADE ON AN EXISTING 121'-0" MONOPOLE PACE# - MRUTH053085 || MRUTH053086 PTN# - 3771A154J4 || 3771A155JS 2018 IBC 2017 EDITION 2018 EDITION 2018 NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) 1 & 101 NFPA-101-2018 REAL ESTATE SMARTLINK TAMARA SHIVELEY (801) 230-4877 PROJECT MANAGER SMARTLINK TAMARA SHIVELEY (801) 230-4877 CONSTRUCTION MANAGER SMARTLINK TROY HAYS (801) 784-8402 SMARTLINK GROUP, LLC 1997 ANNAPOLIS EXCH PKWY #200 ANNAPOLIS, MD 21401 11/17/2022 1.FOR THE PURPOSES OF THESE CONSTRUCTION DRAWINGS, THE FOLLOWING DEFINITIONS SHALL APPLY: OWNER - AT&T MOBILITY ENGINEER - KIMLEY-HORN CONTRACTOR - GENERAL CONTRACTOR (CONSTRUCTION) 2.PRIOR TO SUBMITTING HIS BID, THE CONTRACTOR SHALL VISIT THE JOB SITE IN ORDER TO (1) VERIFY ALL EXISTING CONDITIONS, (2) CONFIRM WHETHER ALL DIMENSIONS ARE AS SHOWN ON THE PLANS AND (3) CONFIRM WHETHER THE WORK MAY BE ACCOMPLISHED AS SHOWN. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE CONSTRUCTION MANAGER. 3.A 30-FOOT HORIZONTAL CLEARANCE DISTANCE SHALL BE MAINTAINED FROM ALL EXISTING POWER LINES. 4.THE CONTRACTOR'S USE OF A CONSTRUCTION STAGING AREA SHALL BE COORDINATED WITH THE OWNER WELL IN ADVANCE OF THE CONSTRUCTION START DATE. 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 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, WHETHER OR NOT SPECIFICALLY INDICATED ON THE PLANS. 6.FOR TASKS REQUIRED TO BE PERFORMED BUT NOT CLEARLY DEFINED OR IDENTIFIED BY THE CONTRACT DOCUMENTS, THE CONTRACTOR SHALL NOT START WORK ON SUCH TASKS WITHOUT HAVING RECEIVED WRITTEN AUTHORIZATION FROM THE CONSTRUCTION MANAGER TO PROCEED. 7.THE DRAWINGS ARE DIAGRAMMATIC AND INDICATE THE GENERAL ARRANGEMENT OF SYSTEMS AND EQUIPMENT UNLESS OTHERWISE INDICATED BY DIMENSIONS OR DETAILS. EXACT EQUIPMENT LOCATIONS MAY BE MODIFIED 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. 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 JURISDICTION AND SHALL DELIVER SUCH DOCUMENTS TO THE OWNER PRIOR TO FINAL ACCEPTANCE OF THE WORK. 9.THE CONTRACTOR'S OPERATIONS SHALL BE CONFINED TO AREAS OF NEW CONSTRUCTION. 10.ANY NECESSARY PROVISIONS, SHALL BE MADE TO PROTECT EXISTING IMPROVEMENTS, PAVING, CURBS, GALVANIZED SURFACES, ETC., AND THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO SAME RESULTING FROM THE CONSTRUCTION WORK. ALL DISTURBED AND DAMAGED AREAS SHALL BE RESTORED TO THEIR ORIGINAL CONDITION OR BETTER UPON COMPLETION OF ALL WORK TO THE SATISFACTION OF THE CONSTRUCTION MANAGER. 11.THE FOLLOWING CLEANUP TASKS SHALL BE PERFORMED AS FOLLOWS: (1) ON A DAILY BASIS, KEEP THE GENERAL AREA CLEAN AND HAZARD FREE, REMOVING ALL WASTE, DEBRIS AND TRASH FROM THE SITE AND DISPOSING OF SAME IN A LEGAL MANNER. (2) UPON COMPLETION, LEAVE THE PREMISES IN A CLEAN CONDITION AND FREE FROM PAINT SPOTS, DUST, OR SMUDGES OF ANY NATURE. 12.ALL EQUIPMENT AND MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH THE RESPECTIVE MANUFACTURER'S RECOMMENDATION EXCEPT WHERE IT IS SPECIFICALLY INDICATED OTHERWISE IN THE CONTRACT DOCUMENTS OR WHERE LOCAL CODES REGULATIONS TAKE PRECEDENCE. 13.ALL WORK PERFORMED AND MATERIALS INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES, REGULATIONS AND ORDINANCES. THE CONTRACTOR SHALL GIVE ALL NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, RULES, REGULATIONS AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY HAVING JURISDICTION OVER THE PERFORMANCE OF THE WORK. MECHANICAL AND ELECTRICAL SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH ALL APPLICABLE MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS AS WELL 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 ATTENTION. HE SHALL BE SOLELY RESPONSIBLE FOR ALL OF THE CONSTRUCTION MEANS, METHOD, TECHNIQUES, SEQUENCES AND PROCEDURES AND FOR COORDINATING ALL PORTIONS OF THE WORK, INCLUDING CONTACT AND COORDINATION WITH THE CONSTRUCTION MANAGER AND WITH THE OWNER'S AUTHORIZED REPRESENTATIVE. 15.WITHIN TWENTY ONE (21) WORKING DAYS AFTER PROJECT COMPLETION, THE CONTRACTOR SHALL PROVIDE A COMPLETE SET OF AS-BUILT DRAWINGS, SWEEP TEST, CYLINDER TESTS, LIEN RELEASES, AND OTHER CLOSEOUT DOCUMENTATION AS REQUIRED BY THE OWNER. ALL SYSTEMS SHALL BE COMPLETELY ASSEMBLED, TESTED, ADJUSTED AND DEMONSTRATED TO BE READY FOR OPERATION PRIOR TO THE OWNER'S ACCEPTANCE. 1.THE APPROPRIATE UTILITY LOCATING SERVICES SHALL BE CONTRACTED PRIOR TO THE START OF CONSTRUCTION IN ORDER TO VERIFY THE EXACT LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES. 2.THE INSTALLATION OF NEW UTILITIES SHALL BE COORDINATED WITH LOCAL AUTHORITIES. 3.ALL EXISTING ACTIVE SEWER, WATER, GAS, ELECTRIC AND OTHER UTILITIES, WHERE ENCOUNTERED IN THE WORK, SHALL BE PROTECTED AT ALL TIMES. WHERE REQUIRED FOR THE PROPER EXECUTION OF THE WORK, SUCH UTILITIES SHALL BE RELOCATED AS DIRECTED BY THE CONSTRUCTION MANAGER. EXTREME CAUTION SHALL BE USED WHEN EXCAVATING OR DRILLING PIERS AROUND OR NEAR UTILITIES. 4.RUBBISH, STUMPS, DEBRIS, STICKS, STONES, AND OTHER REFUSE SHALL BE REMOVED FROM THE SITE AND DISPOSED OF LEGALLY. 5.ALL EXISTING INACTIVE SEWER, WATER, GAS, ELECTRIC AND OTHER UTILITIES THAT INTERFERE WITH THE EXECUTION OF THE WORK SHALL BE REMOVED AND/OR CAPPED, PLUGGED OR OTHERWISE DISCONTINUED AT POINTS THAT WILL NOT INTERFERE WITH THE EXECUTION OF THE WORK, SUBJECT TO THE APPROVAL OF THE LANDLORD AND/OR LOCAL UTILITIES. 6.DISTURBANCE TO THE EXISTING SITE DURING CONSTRUCTION SHALL BE MINIMIZED. 7.ANY AREAS OF THE CONSTRUCTION SITE DISTURBED BY THE WORK AND NOT COVERED BY THE TOWER, EQUIPMENT OR DRIVEWAY, SHALL BE GRADED TO A UNIFORM SLOPE. SUCH GRADING SHALL CAUSE SURFACE WATER TO FLOW AWAY FROM ANY EQUIPMENT SHELTER AND TOWER AREAS AND THE SOILS SHALL BE STABILIZED TO PREVENT EROSION. EROSION CONTROL MEASURES, IF REQUIRED DURING CONSTRUCTION, SHALL BE IN CONFORMANCE WITH THE LOCAL GUIDELINES FOR EROSION AND SEDIMENT CONTROL. 8.THE SUB-GRADE SHALL BE COMPACTED AND BROUGHT TO A UNIFORM GRADE PRIOR TO FINISHED SURFACE APPLICATION. 9.BACKFILL SHALL CONSIST OF CLEAN SAND FILL APPROVED FOR USE BY THE ENGINEER. UNAPPROVED MATERIAL WILL BE ALLOWED. CLEAN SAND FILL SHALL BE FREE OF ALL ROOTS, BOULDERS, OR OTHER DELETERIOUS MATERIAL. 10.THE CONTRACTOR SHALL RESTORE ALL DISTURBED AREA TO EQUAL TO OR BETTER CONDITION THAN ORIGINAL. 11.SITE SIGNAGE SHALL BE PROVIDED IN ACCORDANCE WITH THE TECHNICAL SPECIFICATIONS FOR SUCH SIGNAGE AS MAY BE CONTAINED IN THESE DRAWINGS. 1.MATERIAL: 1.1.ALL STRUCTURAL STEEL WORK SHALL CONFORM TO THE LATEST EDITION OF THE AISC "STEEL CONSTRUCTION MANUAL". 1.2.ALL STRUCTURAL STEEL WF BEAMS SHALL BE ASTM A992 AND "HOT DIPPED" GALVANIZED IN ACCORDANCE WITH ASTM A123 AND ASTMA153 STANDARDS. 1.3.ALL STRUCTURAL PLATES, ANGLES, AND CHANNELS, SHALL BE ASTM A36 AND "HOT DIPPED" GALVANIZED IN ACCORDANCE WITH ASTM A123 AND ASTM A153 STANDARDS. 1.4.ALL TS MEMBERS SHALL BE ASTM A500 GRADE B (Fy=46ksi), AND "HOT DIPPED" GALVANIZED IN ACCORDANCE WITH ASTM A123 AND ASTM A153 STANDARDS. 1.5.ALL STRUCTURAL PIPE MEMBERS SHALL BE ASTM A500 GRADE B (Fy=42ksI), AND "HOT DIPPED" GALVANIZED IN ACCORDANCE WITH ASTM A123 AND ASTM A153 STANDARDS 1.6.ALL NON_STRUCTURAL PIPE MEMBERS SHALL BE ASTM A53 GRADE B, AND "HOT DIPPED" GALVANIZED IN ACCORDANCE WITH ASTM A123 AND ASTM A153 STANDARDS. 2.DESIGN, FABRICATION, AND CONSTRUCTION OF ALL CONNECTIONS SHALL CONFIRM TO AISC STEEL CONSTRUCTION MANUAL. 3.WELDING: 3.1.ALL WELDS, WELDERS, AND WELD INSPECTIONS SHALL CONFORM TO THE REQUIREMENTS OF AWS D 1.1, LATEST REVISION. 3.2.ALL WELDS SHALL BE MADE WITH E70XX LOW HYDROGEN ELECTRODES. 3.3.ALL STEEL SHALL BE SPRAY GALVANIZED AFTER WELDING. 4.ALL BOLTS SHALL BE GALVANIZED 3 4" DIAMETER, A325-N, UNLESS NOTED OTHERWISE AND TIGHTENED TO A "SNUG TIGHT" CONDITION AS DEFINED BY AISC. SECURE NUT WITH LOCKING WASHER. 5.ANCHOR BOLTS SHALL CONFORM TO ASTM A307, UNLESS NOTED OTHERWISE. 6.THE CONTRACTOR/STEEL FABRICATOR SHALL LOCATE ANY REINFORCEMENT IN THE STRUCTURAL MEMBERS IN SUCH A MANNER SO THAT THERE WILL NOT BE CONFLICT WITH THE REINFORCEMENT WHEN INSTALLING ANCHORS. THE ANCHORS SHALL BE INSTALLED PER THE MANUFACTURER'S INSTRUCTION. 7.THE CONTRACTOR/STEEL FABRICATOR SHALL CONFORM TO THE MINIMUM EDGE DISTANCE REQUIREMENTS IN ACCORDANCE WITH THE AISC MANUALS OF STEEL CONSTRUCTION. 8.ALL STRUCTURAL STEEL SHALL BE FABRICATED TO FIT AT BOLTED CONNECTIONS WITHIN 116 INCH TOLERANCE. STRUCTURAL STEEL SHALL NOT BE FLAME CUT UNDER ANY CIRCUMSTANCES WITHOUT APPROVAL OF THE ENGINEER. 9.THE CONTRACTOR/STEEL FABRICATOR SHALL CAP OR SEAL ALL PIPES AS REQUIRED TO PREVENT RAINWATER INTRUSION. 10.THE CONTRACTOR/STEEL FABRICATOR SHALL SUBMIT SHOP DRAWINGS FOR REVIEW PRIOR TO ANY STEEL FABRICATION. AT THE CONTRACTOR'S OPINION, FIELD SPLICES MAY BE USED ERECTION PURPOSES. IF FIELD SPLICES ARE USED, THE SHOP DRAWINGS SHALL INCLUDE ALL DETAILS FOR THE PROPOSED FIELD SPLICES. 11.AT THE CONTRACTOR'S OPINION, SHOP WELDS MAY BE USED INSTEAD OF FIELD WELDS. 12.SUBMIT ORIGINAL SHOP DRAWINGS, INCLUDING COMPLETE DETAILS, SCHEDULES OF FABRICATION AND ASSEMBLY, PROCEDURES, AND DIAGRAMS. INCLUDE DETAILS OF CUTS, CONNECTION, 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. 7150 STANDARD DRIVE HANOVER, MD 21076 1 1362 MELLON ROAD, SUITE 140 HANOVER, MD 21076 KHCLE - 31358 T-2 X X X XX X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X XXXXXXXXXXXXXXXX X X X X X X X X X X X X X X 7150 STANDARD DRIVE HANOVER, MD 21076 1 1362 MELLON ROAD, SUITE 140 HANOVER, MD 21076 KHCLE - 31358 C-1 7150 STANDARD DRIVE HANOVER, MD 21076 1 1362 MELLON ROAD, SUITE 140 HANOVER, MD 21076 KHCLE - 31358 C-1.1 7150 STANDARD DRIVE HANOVER, MD 21076 1 1362 MELLON ROAD, SUITE 140 HANOVER, MD 21076 KHCLE - 31358 C-2 NOTES: 1.THIS DRAWING IS INTENDED TO DEPICT THE GENERAL LOCATION AND HEIGHT OF THE PROPOSED ANTENNAS ON THE EXISTING TOWER. CONSTRUCTION SHALL NOT PROCEED UNTIL A STRUCTURAL ANALYSIS REPORT HAS BEEN COMPLETED BY A PROFESSIONAL ENGINEER REGISTERED IN THIS STATE, CONCLUDING THAT THE EXISTING TOWER IS STRUCTURALLY ADEQUATE TO RESIST THE EXISTING AND PROPOSED LOADS. REFER TO A CURRENT RFDS FOR EQUIPMENT TYPES NOTES: 1.CONTRACTOR TO REFER TO CURRENT RFDS FOR ALL EQUIPMENT MODEL NUMBERS AND PLACEMENT 2.CONTRACTOR TO VERIFY PIPE MAST DIAMETER PRIOR TO ORDERING ANTENNA MOUNTING HARDWARE 3.36" MINIMUM EDGE-TO-EDGE ANTENNA SEPARATION 4.CONTRACTOR TO USE LATEST BACK TO BACK RRU MOUNT UNLESS OTHERWISE SPECIFIED. 7150 STANDARD DRIVE HANOVER, MD 21076 1 1362 MELLON ROAD, SUITE 140 HANOVER, MD 21076 KHCLE - 31358 C-3 DC/FIBER DEMARCATION BOX RAYCAP DC FIBER DEMARCATION BOX CABLES NOTES MOUNTING HEIGHT MODEL QTY.MODEL SIZE QTY.LENGTH PER LINE 121'-0"DC6-48-60-18-8C-EV 2 18 PAIR FIBER TRUNKS .4"2 135'-0" 121'-0"DC9-48-60-24-8C-EV 1 8AWG DC TRUNKS .774"4 135'-0" 1-5/8" COAX 1.625"9 135'-0" 24 PAIR FIBER TRUNKS .4"1 135'-0" 6AWG DC TRUNKS .957"1 135'-0" ANTENNA SCHEDULE SECTOR AZ ANTENNAS RRU/RRH A2 MOD COMPONENT TMA RAD CNTR ANTENNA QTY APPROX. ANTENNA SPECS MODEL TWR QTY GRND QTY MODEL TWR QTY GRND QTY MODEL QTY MAKE MODEL QTY ALPHA (A1)0°121'-0"------------- ALPHA (A2)0°121'-0"------------- ALPHA (A3)0°122'-9"NOKIA AEQK (STACKED)1 H-29.5" x W-17.7" x D-9.5"INTEGRATED 1 ------- ALPHA (A3)0°119'-3"NOKIA AEQU (STACKED)1 H-29.5" x W-17.7" x D-9.5"INTEGRATED 1 ------- ALPHA (A4)0°121'-0"KATHREIN 80010992 1 H-55.1" x W-19.6" x D-7.8" B12/14 320W AHLBA B25/66 320W AHFIB B30 100W AHNA 1 1 1 ------- BETA (B1)120°121'-0"------------- BETA (B2)120°121'-0"------------- BETA (B3)120°122'-9"NOKIA AEQK (STACKED)1 H-29.5" x W-17.7" x D-9.5"INTEGRATED 1 ------- BETA (B3)120°119'-3"NOKIA AEQU (STACKED)1 H-29.5" x W-17.7" x D-9.5"INTEGRATED 1 ------- BETA (B4)120°121'-0"KATHREIN 80010992 1 H-55.1" x W-19.6" x D-7.8" B12/14 320W AHLBA B25/66 320W AHFIB B30 100W AHNA 1 1 1 ------- GAMMA (C1)240°121'-0"------------- GAMMA (C2)240°121'-0"------------- GAMMA (C3)240°122'-9"NOKIA AEQK (STACKED)1 H-29.5" x W-17.7" x D-9.5"INTEGRATED 1 ------- GAMMA (C3)240°119'-3"NOKIA AEQU (STACKED)1 H-29.5" x W-17.7" x D-9.5"INTEGRATED 1 ------- GAMMA (C4)240°121'-0"KATHREIN 80010992 1 H-55.1" x W-19.6" x D-7.8" B12/14 320W AHLBA B25/66 320W AHFIB B30 100W AHNA 1 1 1 ------- - ANTENNA AND COAX INFORMATION PROVIDED FROM THE NSB RFDS 5134790 SHEET UPDATED 04/26/22 - COAX LENGTHS ARE APPROXIMATE AND MUST BE VERIFIED PRIOR TO CONSTRUCTION. - CONTRACTOR TO VERIFY RF INFO WITH CLIENT PRIOR TO CONSTRUCTION. - ALL COAX SHALL BE COLOR CODED AT TOP AND BOTTOM JUMPER AND AT TOP OF TOWER BOTTOM OF TOWER, AND INSIDE SHELTER ON MAIN COAX. - EACH MAIN COAX SHALL HAVE CORROSION PROOF "ID TAGS" INSTALLED INSIDE THE SHELTER AT THE POINT AND AT THE ANTENNA. - QUANTITIES GIVEN ARE TOTAL EXISTING AND PROPOSED. TOTAL 15 0 0 TOTAL 0 0 TOTAL 0 7150 STANDARD DRIVE HANOVER, MD 21076 1 1362 MELLON ROAD, SUITE 140 HANOVER, MD 21076 KHCLE - 31358 C-4NOTES: 1.UNIT SHALL BE MOUNTED AS PER MANUFACTURER'S RECOMMENDATIONS. 2.CONTRACTOR SHALL TIGHTEN ALL BOLTS TO A "SNUG TIGHT" CONDITION AS DEFINED BY AISC 3.CONTRACTOR SHALL INSTALL RAYCAP DISTRIBUTION UNIT WITHIN 15 FEET FROM ALL RRH'S. A B C B A PLAN VIEW SIDW VIEWFRONT VIEW RAYCAP SPECIFICATIONS RAYCAP MODEL A B C WEIGHT (LBS) DC9-48-60-24-8C-EV 13.5"10.25"31.5"26.2 TOP FRONT BOTTOM SIDEBACK MANUFACTURER NOKIA MODEL #AEQK DIMENSIONS (HxWxD) 29.53" x 17.72" x 9.45" NET WEIGHT <99 lbs (WITHOUT MOUNTING BRACKETS) OPTICAL PORTS 2 x SFP28, 10/25GE eCPRI FREQUENCY 3700-3980MHz MANUFACTURER NOKIA MODEL #AEQU DIMENSIONS (HxWxD) 29.53" x 17.72" x 9.45" NET WEIGHT <99 lbs (WITHOUT MOUNTING BRACKETS) OPTICAL PORTS 2 x SFP28, 10/25GE eCPRI FREQUENCY 3450-3550 MHz TOP FRONT BOTTOM SIDEBACK 2-3/8" (O.D.), SCH. 40 PIPE MOUNT AEQK ANTENNA SEE AEQK DETAIL FOR ANTENNA DETAILS AEQU ANTENNA SEE AEQU DETAIL FOR ANTENNA DETAILS 7150 STANDARD DRIVE HANOVER, MD 21076 1 1362 MELLON ROAD, SUITE 140 HANOVER, MD 21076 KHCLE - 31358 C-4.1 FIBER TRUNK CHANNEL TECH FREQUENCY BAND SECTOR RRH POSITION FIBER TAG DC TRUNK #1 DC TRUNK #2 DC TRUNK #3 1.1 LTE 700 B/C ALPHA POS 2 700 B/C-2A BR-BL N/A DC6 #1 1.2 BETA POS 6 700 B/C-6B 1.3 GAMMA POS 10 700 B/C-10G 1.4 LTE LTE PCS IA ALPHA POS 2 PCS 1A/C-2A 1.5 BETA POS 6 PCS 1A/C-6B 1.6 GAMMA POS 10 PCS 1A/C-10G 1.7 LTE LTE SPARE1.8 1.9 2.1 LTE LTE AWS SPARE N/A GR-BR DC6 #2 2.2 2.3 2.4 LTE LTE AWS ALPHA POS 4 WCS-4A 2.5 BETA POS 8 WCS-8B 2.6 GAMMA POS 12 WCS-12G 2.7 LTE LTE SPARE2.8 2.9 7150 STANDARD DRIVE HANOVER, MD 21076 1 1362 MELLON ROAD, SUITE 140 HANOVER, MD 21076 KHCLE - 31358 C-5 C1 SIZE C2 SIZE D1 LENGTH (FT) 100 125 150 175 200 250 8AWG 8AWG D2 LENGTH (FT) 150 125 100 75 50 - 10AWG 88 73 57 41 25 - 12AWG 48 39 29 19 10 - 10AWG 10AWG 51 26 ---- 12AWG 25 10 ---- C1 SIZE C2 SIZE D1 LENGTH (FT) 100 125 150 175 200 250 300 8AWG 8AWG D2 LENGTH (FT) 321 296 271 246 221 171 121 10AWG 200 184 169 153 137 106 75 12AWG 126 116 106 97 87 67 47 10AWG 8AWG 260 220 180 140 99 19 - 10AWG 162 137 112 87 62 12 - 12AWG 102 86 71 55 39 8 - 12AWG 8AWG 166 103 39 ---- 10AWG 103 64 24 ---- 12AWG 65 40 15 ---- FIBER CHART crossed FROM:TO: LCC 1A LCC 1B LCC 1B LCC 1A LCC 2A LCC 2B LCC 2B LCC 2A LCC 3A LCC 3B LCC 3B LCC 3A .... .... LCC 18B LCC 18A 7150 STANDARD DRIVE HANOVER, MD 21076 1 1362 MELLON ROAD, SUITE 140 HANOVER, MD 21076 KHCLE - 31358 E-1 CKT DESCRIPTION AMPS AMPS DESRIPTION CKT 1 REC 1 30 60 HVAC 1 2 3 30 60 4 5 REC 2 30 60 HVAC 2 6 7 30 60 8 9 REC 3 30 15 POWER FAIL ALARM 10 11 30 15 12 13 REC 4 30 20 DUPLEX RECEPTACLE 14 15 30 20 INTERIOR LIGHT 16 17 REC 5 30 20 EXTERIOR LIGHT 18 19 30 20 DUPLEX RECEPTACLE 20 21 REC 6 30 40 BLOCK HEAT 22 23 30 40 BAT HEATER 24 25 REC 7 30 --26 27 30 30 REC 11 28 29 REC 8 30 30 30 31 30 30 -32 33 REC 9 30 30 -34 35 30 30 -36 37 REC 10 30 30 -38 39 30 30 -40 41 GFCI 20 30 -42 CKT DESCRIPTION AMPS AMPS DESRIPTION CKT 1 REC 1 30 60 HVAC 1 2 3 30 60 4 5 REC 2 30 60 HVAC 2 6 7 30 60 8 9 REC 3 30 15 POWER FAIL ALARM 10 11 30 15 12 13 REC 4 30 20 DUPLEX RECEPTACLE 14 15 30 20 INTERIOR LIGHT 16 17 REC 5 30 20 EXTERIOR LIGHT 18 19 30 20 DUPLEX RECEPTACLE 20 21 REC 6 30 40 BLOCK HEAT 22 23 30 40 BAT HEATER 24 25 REC 7 30 --26 27 30 30 -28 29 REC 8 30 30 -30 31 30 30 -32 33 REC 9 30 30 -34 35 30 30 -36 37 REC 10 30 30 -38 39 30 30 -40 41 GFCI 20 30 -42 7150 STANDARD DRIVE HANOVER, MD 21076 1 1362 MELLON ROAD, SUITE 140 HANOVER, MD 21076 KHCLE - 31358 E-2 7150 STANDARD DRIVE HANOVER, MD 21076 1 1362 MELLON ROAD, SUITE 140 HANOVER, MD 21076 KHCLE - 31358 E-3 1.RECORD DRAWINGS: MAINTAIN A RECORD OF ALL CHANGES, SUBSTITUTIONS BETWEEN WORK AS SPECIFIED AND INSTALLED. RECORD CHANGES ON A CLEAN SET OF CONTRACT DOCUMENTS WHICH SHALL BE TURNED OVER TO THE CONSTRUCTION MANAGER UPON COMPLETION OF THE PROJECT. 2.GUARANTEE/WARRANTY: GUARANTEE INSTALLATION TO BE FREE OF DEFECTS, SHORTS, GROUNDS, ETC., FOR A PERIOD OF ONE YEAR. FURNISH WARRANTY SO THE DEFECTIVE MATERIAL AND/OR WORKMANSHIP WILL BE REPAIRED/REPLACED IMMEDIATELY UPON NOTIFICATION AT NO COST TO THE OWNER FOR PERIOD OF WARRANTY. 3.ALL TIE WRAPS SHALL BE CUT FLUSH WITH APPROVED CUTTING TOOL TO REMOVE SHARP EDGES. 4.ELECTRICAL METALLIC TUBING (EMT) OR RIGID NONMETALLIC CONDUIT (I.E., RIGID PVC SCHEDULE 40, OR RIGID PVC SCHEDULE 80 FOR LOCATIONS SUBJECT TO PHYSICAL DAMAGE) SHALL BE USED FOR EXPOSED INDOOR LOCATIONS. 5.LIQUID-TIGHT FLEXIBLE METALLIC CONDUIT (LIQUID-TITE FLEX) SHALL BE USED INDOORS AND OUTDOORS, WHERE VIBRATION OCCURS OR FLEXIBILITY IS NEEDED. 6.WIREWAYS SHALL BE EPOXY-COATED (GRAY) AND INCLUDE A HINGED COVER, DESIGNED TO SWING OPEN DOWNWARDS; SHALL BE PANDUIT TYPE E (OR EQUAL); AND RATED NEMA 1 (OR BETTER) INDOORS, OR NEMA 3R (OR BETTER) OUTDOORS. 7.EQUIPMENT CABINET, TERMINAL BOXES, JUNCTION BOXES, AND PULL BOXES SHALL BE GALVANIZED OR EPOXY-COATED SHEET STEEL, SHALL MEET OR EXCEED UL 50, AND RATED NEMA 1 (OR BETTER) INDOORS, OR NEMA 3R (OR BETTER) OUTDOORS. 8.METAL RECEPTACLE, SWITCH AND DEVICE BOXES SHALL BE GALVANIZED, EPOXY-COATED, OR NON-CORRODING; SHALL MEET OR EXCEED UL 514A AND NEMA OS 1; AND RATED NEMA 1 (OR BETTER) INDOORS, OR WEATHER PROTECTED (WP OR BETTER) OUTDOORS. 9.NONMETALLIC RECEPTACLE, SWITCH, AND DEVICE BOXES SHALL MEET OR EXCEED NEMA OS 2; AND RATED NEMA 1 (OR BETTER) INDOORS, OR WEATHER PROTECTED (WP OR BETTER) OUTDOORS. 10.CONTRACTOR SHALL REFER TO AT&T GROUNDING AND BONDING PRACTICE TP-76416. 11.CONTRACTOR SHALL INSPECT AND TEST ANY NEW OR EXISTING AT&T GROUNDING SYSTEM WITH A BIDDLE-MEGGER TESTER UTILIZING THE FALL OF POTENTIAL METHOD AND CONTACT CONSTRUCTION MANAGER IF RESISTANCE EXCEEDS 5 OHMS AND SHALL FIELD MODIFY GROUNDING SYSTEM AS NECESSARY TO ACHIEVE COMPLIANCE. TEST RESULTS AND CONCLUSIONS SHALL BE RECORDED FOR PROJECT CLOSE-OUT DOCUMENTATION. 12.CONTRACTOR TO USE COPPER SHIELD ON ALL LUG CONNECTIONS TO GROUND BARS. GROUNDING KEY NOTES: 1.CONTRACTOR SHALL REFER TO AT&T GROUNDING AND BONDING PRACTICE TP-76416. ALL EXOTHERMIC CADWELDS SHALL BE PERFORMED BY CERTIFIED TECHNICIAN. 2.PROVIDE WEATHER PROOFING AND GROUNDING KIT TO BOND DC POWER CABLE SHIELD TO EXTERNAL HATCH PLATE GROUND BAR. 3.PROVIDE GROUND CONNECTION FOR DC POWER CABLE SHIELD TO "P" SECTION OF CRGB WITHIN SHELTER. 4.CONTRACTOR SHALL USE THEFT RESISTANT GROUND WIRES AND BARS WHEN FEASIBLE. 5.CONTRACTOR SHALL MAINTAIN A 12" MINIMUM GROUND WIRE BEND RADII. 6.GROUND LUGS, HEATSHRINK AND CLAMPS DEVICES SHALL COMPLY WITH AT&T GROUNDING AND BONDING PRACTICE TP-76416.