APPROVAL SIGNATURE BLOCK THE FOLLOWING PARTIES HAVE REVIEWED THESE DOCUMENTS
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APPLICANT SITE NAME: LAWRENCE HILL TOWER
APPLICANT SITE NUMBER: A5E0026A (KC03XC168)
DRAWING DESCRIPTION: REVIEW CD
APPROVAL SIGNATURE BLOCK
THE FOLLOWING PARTIES HAVE REVIEWED THESE
DOCUMENTS:
SITE ACQUISITION MANAGER: APPROVED: DATE:
REJECTED:
RF ENGINEER: APPROVED: DATE:
REJECTED:
CONSTRUCTION MANAGER: APPROVED: DATE:
REJECTED:
OPERATIONS: APPROVED: DATE:
REJECTED:
PROJECT MANAGER: APPROVED: DATE:
REJECTED:
DRAWING APPROVAL
CD DRAWING
LANDLORD:
IF USING 11"X17" PLOT, DRAWINGS WILL BE HALF SCALE
CONSTRUCTION MANAGER:
RF ENGINEER:
SITE ACQUISITION MANAGER: PROJECT DESCRIPTION
ZONING MANAGER: T-MOBILE PROPOSES TO MODIFY AN EXISTING WIRELESS COMMUNICATION SITE. THE SCOPE WILL CONSIST
OF THE FOLLOWING:
UTILITY COORDINATOR:
AT ANTENNA LEVEL:
NETWORK OPERATIONS MANAGER:
· REMOVE (3) EXISTING SPRINT (RFS - RFS APXVERR18-C) PANEL ANTENNAS
PROGRAM REGIONAL MANAGER: · REMOVE (3) EXISTING SPRINT (COMMSCOPE - TTTT65AP-1XR) PANEL ANTENNAS 12980 FOSTER STREET, SUITE 200
· REMOVE (3) EXISTING SPRINT FZHJ OVERLAND PARK, KS 66213
· REMOVE (3) EXISTING SPRINT RRUS-31 B25 4T4R
· REMOVE (3) EXISTING SPRINT RRUS-11
· INSTALL (3) NEW T-MOBILE (COMMSCOPE - FFVV-65C-R3-V1) PANEL ANTENNAS
· INSTALL (3) NEW T-MOBILE (NOKIA - AEHC) PANEL ANTENNAS
ENGINEERING ·
·
INSTALL (3) NEW T-MOBILE AHLOA RRU
INSTALL (3) NEW T-MOBILE AHFIG RRU
2018 INTERNATIONAL BUILDING CODE AT EQUIPMENT LEVEL:
2018 INTERNATIONAL MECHANICAL CODE
2018 INTERNATIONAL PLUMBING CODE · INSTALL (1) NEW DELTA HPL3 600A DC PLANT
· INSTALL (1) NEW DELTA LB3 BATTERY CABINET WITH 4 STRINGS OF BATTERIES
2017 NATIONAL ELECTRICAL CODE PLANS PREPARED BY:
· INSTALL (2) NEW HCS 2.0 TOWER JUNCTION BOX
2012 INTERNATIONAL ENERGY CONSERVATION CODE · INSTALL (2) NEW HCS 2.0 HYBRID TRUNK CABLE WITH BREAKOUT FEATURE
ANSI/TIA-222 STRUCTURAL STANDARD
NFPA 780 - LIGHTNING PROTECTION CODE SITE NUMBER: A5E0026A (KC03XC168) ·
·
·
INSTALL (1) CSR IXRE V2 (GEN2)
INSTALL (2) NEW ASIB
INSTALL (2) NEW ASIK
· INSTALL (1) NEW FSMF
· INSTALL (2) NEW ABIA
GENERAL NOTES SITE NAME: LAWRENCE HILL TOWER ·
·
·
INSTALL (6) NEW ABIL
INSTALL (2) NEW AMIA
INSTALL (3) NEW ABIC
THE FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION. A · INSTALL (1) NEW WORKLIGHT
TECHNICIAN WILL VISIT THE SITE AS REQUIRED FOR ROUTINE
MAINTENANCE. THE PROJECT WILL NOT RESULT IN ANY SIGNIFICANT
SITE TYPE: 300'-0" SELF SUPPORT TOWER
Pramira
DISTURBANCE OR EFFECT ON DRAINAGE; NO SANITARY SEWER
SERVICE, POTABLE WATER, OR TRASH DISPOSAL IS REQUIRED AND
NO COMMERCIAL SIGNAGE IS PROPOSED.
PROJECT: SPRINT RETAIN ARCHT
IECTURAL&ENGN
I EERN
I GSERVC
I ES
SITE INFORMATION
PROPERTY OWNER: WESTAR ENERGY INC
ADDRESS: 1250 NORTH 1800 ROAD
LAWRENCE, KS 66044
APPLICANT: T-MOBILE WEST CORPORATION
ADDRESS: 12980 FOSTER STREET, SUITE 200
OVERLAND PARK, KS 66213 DRAWING INDEX
LATITUDE (NAD 83): 39° 00' 15.0012" N (NAD 83) SHEET NO:
39.00416696 N (NAD 83) T-1 TITLE SHEET
LONGITUDE (NAD 83): 95° 16' 14.9988" W (NAD 83) 1 05/05/21 100% CONSTRUCTION DRAWINGS
GCA
GN-1 GENERAL NOTES
-95.27083312 W (NAD 83) GN-2 GENERAL NOTES REV DATE DESCRIPTION INT
LONGITUDE/LATITUDE TYPE: NAD 83 SF-1 SAFETY PLAN
GROUND ELEVATION: ±- FT A-1 SITE PLAN
APN #: N/A A-2 ENLARGED SITE PLAN
ZONING JURISDICTION: CITY OF LAWRENCE A-3 EXISTING AND PROPOSED EQUIPMENT PLANS
CURRENT ZONING: -
PROPOSED USE: UNMANNED TELECOM FACILITY
VICINITY MAP LOCAL MAP A-4
A-5
EXISTING AND PROPOSED ANTENNA PLANS
ANTENNA AND RRU SCHEDULES
EXISTING USE: UNMANNED TELECOM FACILITY A-6 ELEVATIONS
CONSTRUCTION TYPE: VB A-7 ELEVATIONS
OCCUPANCY TYPE: U
May 04, 2021
A-8 ELEVATIONS
A-9 ELEVATIONS
D-1 DETAILS
D-2 DETAILS
D-3 DETAILS
G-1 GROUNDING LAYOUT
G-2 GROUNDING NOTES AND DETAILS
IT IS A VIOLATION OF LAW FOR ANY PERSON,
PROJECT TEAM G-3
RFDS-1
GROUNDING DETAILS
RFDS PLUMBING DIAGRAM
UNLESS THEY ARE ACTING UNDER THE DIRECTION
OF A LICENSED PROFESSIONAL ENGINEER,
TO ALTER THIS DOCUMENT.
PROJECT MANAGER: RF ENGINEER:
T-MOBILE T-MOBILE
12980 FOSTER STREET, SUITE 200 12980 FOSTER STREET, SUITE 200
OVERLAND PARK, KS 66213 OVERLAND PARK, KS 66213 A5E0026A (KC03XC168)
CONTACT: CHRISTY KUEHL
PHONE: 913-526-9580
CONTACT: CURTIS LIEBERT
PHONE: 913-402-6592 SITE LAWRENCE HILL TOWER
EMAIL: christy.f.kuehl@t-mobile.com EMAIL: Curtis.Liebert@T-mobile.com
SITE 1250 N 1800 RD
LAWRENCE, KS 66044
A&E: ZONING: OUTDOOR (TOWER)
PRAMIRA PRAMIRA
2552 WALNUT AVE. SUITE 200 2552 WALNUT AVE. SUITE 200
TUSTIN, CA 92780 TUSTIN, CA 92780
CONTACT: MARIA MORRIS CONTACT: JEFF RICHARDSON SHEET TITLE
PHONE: (800) 678-1169 Ext. 2063 PHONE: 913-219-1065
EMAIL: Maria.Morris@pramira.com EMAIL: Jeff.Richardson@pramira.com
DO NOT SCALE DRAWINGS TITLE SHEET
N MISSOURI
SITE ACQUISITION: CONSTRUCTION MANAGER: ONE CALL SYSTEM
PRAMIRA T-MOBILE SUBCONTRACTOR SHALL VERIFY ALL PLANS & STOP-CALL
2552 WALNUT AVE. SUITE 200 12980 FOSTER STREET, SUITE 200 EXISTING DIMENSIONS & CONDITIONS ON BEFORE YOU DIG SHEET NUMBER
TUSTIN, CA 92780 OVERLAND PARK, KS 66213 THE JOB SITE & SHALL IMMEDIATELY NOTIFY THE
ENGINEER IN WRITING OF ANY DISCREPANCIES
CONTACT: JEFF RICHARDSON CONTACT: AARON STEINKE W E 1-800-344-7483
PHONE:
EMAIL:
913-219-1065
Jeff.Richardson@pramira.com
PHONE:
EMAIL:
913-402-6618
Aaron.steinke1@T-mobile.com
BEFORE PROCEEDING WITH THE WORK OR BE
RESPONSIBLE FOR SAME. 48 HOURS BEFORE YOU DIG T-1
S
GENERAL CONSTRUCTION NOTES ELECTRICAL NOTES GROUNDING NOTES
1. ELECTRICAL CONTRACTOR SHALL SUPPLY AND INSTALL ANY/ALL ELECTRICAL WORK INDICATED. ANY/ALL CONSTRUCTION
1. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE LOCAL BUILDING CODE, THE LATEST EDITION AND ALL OTHER SHALL BE IN ACCORDANCE W/DRAWINGS AND ANY/ALL APPLICABLE SPECIFICATIONS. IF ANY PROBLEMS ARE 1. COMPRESSION CONNECTIONS (2), 2 AWG BARE TINNED SOLID COPPER CONDUCTORS TO
APPLICABLE CODES AND ORDINANCES. ENCOUNTERED BY COMPLYING WITH THESE REQUIREMENTS, CONTRACTOR SHALL NOTIFY 'CONSTRUCTION MANAGER' GROUNDING BAR. ROUTE CONDUCTORS TO BURIED GROUNDING RING AND PROVIDE PARALLEL
AS SOON AS POSSIBLE, AFTER THE DISCOVERY OF THE PROBLEMS, AND SHALL NOT PROCEED WITH THAT PORTION OF EXOTHERMIC WELD.
2. CONTRACTOR SHALL CONSTRUCT SITE IN ACCORDANCE WITH THESE DRAWINGS AND CONSTRUCTION SPECIFICATIONS 80-T1196-1 WORK, UNTIL THE 'CONSTRUCTION MANAGER' HAS DIRECTED THE CORRECTIVE ACTIONS TO BE TAKEN.
REV H. THE SPECIFICATION IS THE RULING DOCUMENT AND ANY DISCREPANCIES BETWEEN THE SPECIFICATION AND THESE 2. EC SHALL USE PERMANENT MARKER TO DRAW THE LINES BETWEEN EACH SECTION AND
DRAWINGS SHOULD BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO PROCEEDING WITH CONSTRUCTION 2. ELECTRICAL CONTRACTOR SHALL VISIT THE JOB SITE AND FAMILIARIZE HIMSELF WITH ANY/ALL CONDITIONS AFFECTING LABEL EACH SECTION ("P", "A", "N", "I") WITH 1" HIGH LETTERS.
ELECTRICAL AND COMMUNICATION INSTALLATION AND MAKE PROVISIONS AS TO THE COST THEREOF. ALL EXISTING
3. CONTRACTOR SHALL VISIT THE JOB SITE AND SHALL FAMILIARIZE HIMSELF WITH ALL CONDITIONS AFFECTING THE PROPOSED CONDITIONS OF ELECTRICAL EQUIP., LIGHT FIXTURES, ETC., THAT ARE PART OF THE FINAL SYSTEM, SHALL BE VERIFIED 3. ALL HARDWARE 18-8 STAINLESS STEEL, INCLUDING LOCK WASHERS, COAT ALL SURFACES
WORK AND SHALL MAKE PROVISIONS AS TO THE COST THEREOF. CONTRACTOR SHALL BE RESPONSIBLE FOR FAMILIARIZING BY THE CONTRACTOR, PRIOR TO THE SUBMITTING OF HIS BID. FAILURE TO COMPLY WITH THIS PARAGRAPH WILL IN NO WITH AN ANTI-OXIDANT COMPOUND BEFORE MATING. ALL HARDWARE SHALL BE STAINLESS
HIMSELF WITH ALL CONTRACT DOCUMENTS, FIELD CONDITIONS AND DIMENSIONS AND CONFIRMING THAT THE WORK MAY BE WAY RELIEVE CONTRACTOR OF PERFORMING ALL WORK NECESSARY FOR A COMPLETE AND WORKING SYSTEM. STEEL 3/8 INCH DIAMETER OR LARGER.
ACCOMPLISHED AS SHOWN PRIOR TO PROCEEDING WITH CONSTRUCTION. ANY DISCREPANCIES SHALL BE BROUGHT TO THE
ATTENTION OF THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK. NO COMPENSATION WILL BE AWARDED BASED ON 3. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST EDITION OF THE NEC AND ALL CODES AND LOCAL 4. FOR GROUND BOND TO STEEL ONLY: INSERT A CADMIUM FLAT WASHER BETWEEN LUG AND
CLAIM OF LACK OF KNOWLEDGE OF FIELD CONDITIONS ORDINANCES OF THE LOCAL POWER & TELEPHONE COMPANIES HAVING JURISDICTION AND SHALL INCLUDE BUT NOT BE STEEL, COAT ALL SURFACES WITH AN ANTI-OXIDANT COMPOUND BEFORE MATING.
LIMITED TO:
4. PLANS ARE NOT TO BE SCALED. THESE PLANS ARE INTENDED TO BE A DIAGRAMMATIC OUTLINE ONLY UNLESS OTHERWISE A. UL - UNDERWRITERS LABORATORIES 5. NUT & WASHER SHALL BE PLACED ON THE FRONT SIDE OF THE GROUNDING BAR AND
NOTED. THE WORK SHALL INCLUDE FURNISHING MATERIALS, EQUIPMENT AND APPURTENANCES, AND LABOR NECESSARY TO B. NEC - NATIONAL ELECTRICAL CODE BOLTED ON THE BACK SIDE.
EFFECT ALL INSTALLATIONS AS INDICATED ON THE DRAWINGS. OWNER PROVIDED MATERIALS WILL INCLUDE THE FOLLOWING, C. NEMA - NATIONAL ELECTRICAL MANUFACTURERS ASSOC.
UNLESS NOTED OTHERWISE: D. OSHA - OCCUPATIONAL SAFETY AND HEALTH ACT 6. NUMBER OF GROUNDING BARS MAY VARY DEPENDING ON THE TYPE OF TOWER, ANTENNA 12980 FOSTER STREET, SUITE 200
A) TRANSMITTER E. SBC - STANDARD BUILDING CODE LOCATION, AND CONNECTION ORIENTATION. PROVIDE AS REQUIRED. OVERLAND PARK, KS 66213
B) RF FILTER F. NATIONAL FIRE CODES
C) MFTS RACK 7. WHEN THE SCOPE OF WORK REQUIRES THE ADDITION OF A GROUNDING BAR TO AN EXISTING
D) AUXILIARY EQUIPMENT IN MFTS RACK 4. DO NOT SCALE ELECTRICAL DRAWINGS, REFER TO SITE PLANS AND ELEVATIONS FOR EXACT LOCATIONS OF ALL TOWER,THE SUBCONTRACTOR SHALL OBTAIN APPROVAL FROM THE TOWER OWNER PRIOR TO
E) PUMP ASSEMBLY EQUIPMENT, AND CONFIRM WITH 'CONSTRUCTION MANAGER' ANY SIZES AND LOCATIONS WHEN NEEDED. MOUNTING THE GROUNDING BAR TO THE TOWER.
F) HEAT EXCHANGER
G) HOSE AND HOSE MANIFOLDS (ANY COPPER OR STEEL SECTIONS PROVIDE BY CONTRACTOR) 5. EXISTING SERVICES: CONTRACTOR SHALL NOT INTERRUPT EXISTING SERVICES WITHOUT WRITTEN PERMISSION OF THE 8. ALL ELECTRICAL AND GROUNDING AT THE CELL SITE SHALL COMPLY WITH THE NATIONAL
H) UHF ANTENNA AND MOUNTING BRACKETS, GPS ANTENNAS AND KU ANTENNAS OWNER. ELECTRICAL CODE (NEC), NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) 780 (LATEST
I) UHF COAX AND HANGERS EDITION), AND MANUFACTURER.
K) 480-208 & 208-400 ELECTRICAL TRANSFORMERS (RE: E-2 FOR SPECIALIZED TRANSFORMERS PROVIDED BY CONTRACTOR) 6. CONTRACTOR SHALL PAY FOR ANY/ALL PERMITS, FEES, INSPECTIONS AND TESTING. CONTRACTOR IS TO OBTAIN
L) AUTOMATIC TRANSFER SWITCH AND GENERATOR PERMITS AND APPROVED SUBMITTALS PRIOR TO THE WORK BEGINNING OR ORDERING EQUIPMENT. ADDITIONAL NOTES:
M) EQUIPMENT SHELTER (SHELTERS FURNISHED IN FACTORY W/ HVAC EQUIPMENT AND ELECTRICAL DISTRIBUTION PANEL)
PLANS PREPARED BY:
N) INTEGRATED LOAD CENTER 7. THE TERM "PROVIDE" USED IN CONSTRUCTION DOCUMENTS AND SPECIFICATIONS, INDICATES THAT THE CONTRACTOR 9. ALL DETAILS ARE SHOWN IN GENERAL TERMS. ACTUAL GROUNDING INSTALLATION AND
SHALL FURNISH AND INSTALL. CONSTRUCTION MAY VARY DUE TO SITE SPECIFIC CONDITIONS.
5. DIMENSIONS SHOWN ARE TO FINISH SURFACES UNLESS OTHERWISE NOTED. SPACING BETWEEN EQUIPMENT IS REQUIRED
CLEARANCE. THEREFORE, IT IS CRITICAL TO FIELD VERIFY DIMENSIONS, SHOULD THERE BE ANY QUESTIONS REGARDING THE 8. CONTRACTOR SHALL CONFIRM WITH LOCAL UTILITY COMPANY ANY/ALL REQUIREMENTS SUCH AS THE: LUG SIZE 10. GROUND ALL ANTENNA BASES, FRAMES, CABLE RUNS, AND OTHER METALLIC COMPONENTS
CONTRACT DOCUMENTS, EXISTING CONDITIONS AND/OR DESIGN INTENT, THE CONTRACTOR SHALL BE RESPONSIBLE FOR RESTRICTIONS, CONDUIT ENTRY, SIZE OF TRANSFORMERS, SCHEDULED DOWNTIME FOR THE OWNERS' CONFIRMATION, USING #2 GROUND WIRES AND CONNECT TO SURFACE MOUNTED GROUND BUS BARS AS
OBTAINING THE WORK. ETC... ANY/ALL CONFLICTS SHALL BE BROUGHT TO THE ATTENTION OF THE CONSTRUCTION MANAGER, PRIOR TO SHOWN. FOLLOW ANTENNA AND BTS MANUFACTURER'S PRACTICES FOR GROUNDING
BEGINNING ANY WORK. REQUIREMENTS. GROUND COAX SHIELD AT BOTH ENDS USING MANUFACTURERS PRACTICES.
6. DETAILS ARE INTENDED TO SHOW DESIGN INTENT. MODIFICATIONS MAY BE REQUIRED TO SUIT JOB DIMENSIONS OR CONDITIONS, ALL UNDERGROUND WATER PIPES, METAL CONDUITS AND GROUNDS THAT ARE A PART OF
AND SUCH MODIFICATIONS SHALL BE INCLUDED AS PART OF THE WORK. 9. MINIMUM WIRE SIZE SHALL BE #12 AWG, NOT INCLUDING CONTROL WIRING, UNLESS NOTED OTHERWISE. ALL THIS SYSTEM SHALL BE BONDED TOGETHER.
CONDUCTORS SHALL BE COPPER WITH THWN INSULATION.
7. CONTRACTOR SHALL RECEIVE CLARIFICATION IN WRITING, AND SHALL RECEIVE IN WRITING AUTHORIZATION TO PROCEED 11. ALL GROUND CONNECTIONS SHALL BE #2 AWG U.N.O. ALL WIRES SHALL BE COPPER
BEFORE STARTING WORK ON ANY ITEMS NOT CLEARLY DEFINED OR IDENTIFIED BY THE CONTRACT DOCUMENTS. 10. OUTLET BOXES SHALL BE PRESSED STEEL IN DRY LOCATIONS, CAST ALLOY WITH THREADED HUBS IN WET/DAMP THHN/THWN. ALL GROUND WIRE SHALL BE SOLID TIN COATED OR STRANDED GREEN
LOCATIONS AND SPECIAL ENCLOSURES FOR OTHER CLASSIFIED AREAS. INSULATED WIRE.
Pramira
8. CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK USING THE BEST CONSTRUCTION SKILLS AND ATTENTION. CONTRACTOR
SHALL BE SOLELY RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES AND FOR 11. IT IS NOT THE INTENT OF THESE PLANS TO SHOW EVERY MINOR DETAIL OF THE CONSTRUCTION. CONTRACTOR IS 12. CONTRACTOR TO VERIFY AND TEST GROUND TO SOURCE, 5 OHMS MAXIMUM. PROVIDE
COORDINATING ALL PORTIONS OF THE WORK UNDER CONTRACT, UNLESS OTHERWISE NOTED. EXPECTED TO FURNISH AND INSTALL ALL ITEMS FOR A COMPLETE ELECTRICAL SYSTEM AND PROVIDE ALL SUPPLEMENT GROUNDING RODS AS REQUIRED TO ACHIEVE SPECIFIED OHMS READING.
REQUIREMENTS FOR THE EQUIPMENT TO BE PLACED IN PROPER WORKING ORDER. GROUNDING AND OTHER OPTIONAL TESTING WILL BE WITNESSED BY THE T-MOBILE
9. CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY OF THE WORK AREA, ADJACENT AREAS AND BUILDING OCCUPANTS THAT REPRESENTATIVE.
ARE LIKELY TO BE AFFECTED BY THE WORK UNDER THIS CONTRACT. WORK SHALL CONFORM TO ALL OSHA REQUIREMENTS. 12. ELECTRICAL SYSTEM SHALL BE AS COMPLETELY AND EFFECTIVELY GROUNDED, AS REQUIRED BY SPECIFICATIONS, SET
FORTH BY T-MOBILE. 13. NOTIFY ARCHITECT/ENGINEER IF THERE ARE ANY DIFFICULTIES INSTALLING GROUNDING
ARCHT
IECTURAL&ENGN
I EERN
I GSERVC
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10. CONTRACTOR SHALL COORDINATE HIS WORK WITH THE SUPERINTENDENT OF BUILDINGS & GROUNDS AND SCHEDULE HIS SYSTEM DUE TO SITE SOIL CONDITIONS.
ACTIVITIES AND WORKING HOURS IN ACCORDANCE WITH THE REQUIREMENTS. 13. ALL WORK SHALL BE PERFORMED BY A LICENSED ELECTRICAL CONTRACTOR IN A FIRST CLASS, WORKMANLIKE MANNER.
THE COMPLETED SYSTEM SHALL BE FULLY OPERATIVE AND SUBJECT TO REGULATORY INSPECTION AND APPROVAL BY 14. BARE GROUNDING CONDUCTOR SHALL BE HARD DRAWN TINNED COPPER SIZES AS NOTED ON
11. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING HIS WORK WITH THE WORK OF OTHERS AS IT MAY RELATE TO RADIO CONSTRUCTION MANAGER. PLAN.
EQUIPMENT, ANTENNAS AND ANY OTHER PORTIONS OF THE WORK.
14. ALL WORK SHALL BE COORDINATED WITH OTHER TRADES TO AVOID INTERFERENCE WITH THE PROGRESS OF 15. ALL HORIZONTALLY RUN GROUNDING CONDUCTORS SHALL BE INSTALLED MINIMUM 12" BELOW
12. INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS UNLESS SPECIFICALLY CONSTRUCTION. GRADE/FROST-LINE IN TRENCH, U.N.O., AND BACK FILL SHALL BE COMPACTED AS REQUIRED
OTHERWISE INDICATED OR WHERE LOCAL CODES OR REGULATIONS TAKE PRECEDENCE. BY ARCHITECT.
15. CONTRACTOR SHALL GUARANTEE ANY/ALL MATERIALS AND WORK FREE FROM DEFECTS FOR A PERIOD OF NOT LESS
13. MAKE NECESSARY PROVISIONS TO PROTECT EXISTING SURFACES, EQUIPMENT, IMPROVEMENTS, PIPING ETC. AND IMMEDIATELY THAN ONE YEAR FROM DATE OF ACCEPTANCE. 16. ALL GROUND CONDUCTORS SHALL BE RUN AS STRAIGHT AND SHORT AS POSSIBLE, WITH A
REPAIR ANY DAMAGE THAT OCCURS DURING CONSTRUCTION. MINIMUM 12" BENDING RADIUS NOT LESS THAN 90 DEGREES.
16. THE CORRECTION OF ANY DEFECTS SHALL BE COMPLETED WITHOUT ANY ADDITIONAL CHARGE AND SHALL INCLUDE THE
14. IN DRILLING HOLES INTO CONCRETE WHETHER FOR FASTENING OR ANCHORING PURPOSES, OR PENETRATIONS THROUGH THE REPLACEMENT OR THE REPAIR OF ANY OTHER PHASE OF THE INSTALLATION, WHICH MAY HAVE BEEN DAMAGED 17. ALL SUPPORT STRUCTURES, CABLE CHANNEL WAYS OR WIRE GUIDES SHALL BE BONDED TO
FLOOR FOR CONDUIT RUNS, PIPE RUNS, ETC., MUST BE CLEARLY UNDERSTOOD THAT REINFORCING STEEL SHALL NOT BE THEREIN. GROUND SYSTEM AT A POINT NEAREST THE MAIN GROUNDING BUS "MGB" (OR DIRECTLY TO
DRILLED INTO, CUT OR DAMAGED UNDER ANY CIRCUMSTANCES (UNLESS NOTED OTHERWISE). LOCATIONS OF REINFORCING GROUND-RING).
STEEL ARE NOT DEFINITELY KNOWN AND THEREFORE MUST BE SEARCHED FOR BY APPROPRIATE METHODS AND EQUIPMENT. 17. ADEQUATE AND REQUIRED LIABILITY INSURANCE SHALL BE PROVIDED FOR PROTECTION AGAINST PUBLIC LOSS AND
ANY/ALL PROPERTY DAMAGE FOR THE DURATION OF WORK. 18. ACCEPTABLE CONNECTIONS FOR GROUNDING SYSTEM SHALL BE:
15. REPAIR ALL EXISTING WALL SURFACES DAMAGED DURING CONSTRUCTION SUCH THAT THEY MATCH AND BLEND IN WITH a. BURNDY, HY-GRADE U.L. LISTED CONNECTORS FOR INDOOR USE OR AS APPROVED BY
ADJACENT SURFACES. 18. PROVIDE AND INSTALL CONDUIT, CONDUCTORS, PULL WIRES, BOXES, COVER PLATES AND DEVICES FOR ALL OUTLETS AS T-MOBILE PROJECT MANAGER. 1 05/05/21 100% CONSTRUCTION DRAWINGS
GCA
INDICATED. b. CADWELD, EXOTHERMIC WELDS (WELDED CONNECTIONS).
REV DATE DESCRIPTION INT
16. SEAL PENETRATIONS THROUGH FIRE RATED AREAS WITH U.L. LISTED AND FIRE CODE APPROVED MATERIALS. c. TWO -(2) HOLE TINNED COPPER COMPRESSION (LONG BARREL) FITTINGS (BUS BAR
19. DITCHING AND BACK FILL: CONTRACTOR SHALL PROVIDE FOR ALL UNDERGROUND INSTALLED CONDUIT AND/OR CABLES CONNECTIONS).
17. KEEP CONTRACT AREA CLEAN, HAZARD FREE, AND DISPOSE OF ALL DIRT, DEBRIS, AND RUBBISH. EQUIPMENT NOT SPECIFIED AS INCLUDING EXCAVATION AND BACKFILLING AND COMPACTION. REFER TO NOTES AND REQUIREMENTS 'EXCAVATION, AND
REMAINING ON THE PROPERTY OF THE OWNER SHALL BE REMOVED. LEAVE PREMISES IN CLEAN CONDITION AND FREE FROM BACKFILLING. 19. ALL CRIMPED CONNECTIONS SHALL HAVE EMBOSSED MANUFACTURER'S DIEMARK VISIBLE AT
PAINT SPOTS, DUST, OR SMUDGES OF ANY NATURE. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ALL ITEMS UNTIL THE CRIMP (RESULTING FROM USE OF PROPER CRIMPING DEVICES).
COMPLETION OF CONSTRUCTION. 20. MATERIALS, PRODUCTS AND EQUIPMENT, INCLUDING ALL COMPONENTS THEREOF, SHALL BE NEW AND SHALL APPEAR
ON THE LIST OF U.L. APPROVED ITEMS AND SHALL MEET OR EXCEED THE REQUIREMENTS OF THE NEC, NEMA AND IECE. 20. PRIOR TO ANY LUG-BUSSBAR CONNECTIONS, THE BUSSBAR SHALL BE CLEANED BY USE OF
18. MINIMUM BEND RADIUS OF ANTENNA CABLES SHALL BE IN ACCORDANCE WITH CABLE MANUFACTURERS RECOMMENDATIONS. "SCOTCH-BRITE' OR PLAIN STEEL WOOL AS TO REMOVE ALL SURFACE OXIDATION AND
21. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OR MANUFACTURES CATALOG INFORMATION OF ANY/ALL LIGHTING CONTAMINANTS. A COATING OF "NO-OX-ID" SHALL BE APPLIED TO THE CONNECTION
19. ALL EXISTING INACTIVE SEWER, WATER, GAS, ELECTRIC AND OTHER UTILITIES, WHICH INTERFERE WITH THE EXECUTION OF THE FIXTURES, SWITCHES AND ALL OTHER ELECTRICAL ITEMS FOR APPROVAL BY THE CONSTRUCTION MANAGER PRIOR TO SURFACES.
WORK, SHALL BE REMOVED AND/OR CAPPED, PLUGGED OR OTHERWISE DISCONTINUED AT POINTS WHICH WILL NOT INTERFERE INSTALLATION.
WITH THE EXECUTION OF THE WORK, SUBJECT TO APPLICABLE REGULATORY AUTHORITIES 21. ALL CONNECTION HARDWARE SHALL BE TYPE 316 SS (NOT ATTRACTED TO MAGNETS).
22. ANY CUTTING OR PATCHING DEEMED NECESSARY FOR ELECTRICAL WORK IS THE ELECTRICAL CONTRACTORS
20. CONTRACTOR SHALL MINIMIZE DISTURBANCE TO EXISTING SITE DURING CONSTRUCTION. EROSION CONTROL MEASURES, IF RESPONSIBILITY AND SHALL BE INCLUDED IN THE COST FOR WORK AND PERFORMED TO THE SATISFACTION OF THE 22. THE GROUND RING SHALL BE INSTALLED 24" MINIMUM BEYOND ANY BUILDING DRIP LINE.
REQUIRED DURING CONSTRUCTION SHALL BE IN CONFORMANCE WITH JURISDICTIONAL OR STATE AND LOCAL GUIDELINES FOR 'CONSTRUCTION MANAGER' UPON FINAL ACCEPTANCE.
EROSION AND SEDIMENT CONTROL AND COORDINATED WITH LOCAL REGULATORY AUTHORITIES.
23. THE ELECTRICAL CONTRACTOR SHALL LABEL ALL PANELS WITH ONLY TYPEWRITTEN DIRECTORIES. ALL ELECTRICAL
23. ELECTRICAL SERVICE EQUIPMENT GROUNDING SHALL COMPLY WITH NEC, ARTICLE 250-82 AND
SHALL BOND ALL EXISTING AND NEW GROUNDING ELECTRODES. NEW GROUNDING ELECTRODE
May 04, 2021
21. ALL CONSTRUCTION IS TO ADHERE TO T-MOBILE'S INTEGRATED CONSTRUCTION STANDARDS UNLESS MISSOURI CODE IS MORE WIRING SHALL BE THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR. SHALL INCLUDE BUT NOT LIMITED TO GROUND RODS, GROUND RING IF SERVICE IS WITHIN
STRINGENT. THE RADIO EQUIPMENT LOCATION, BUILDING STEEL IF APPLICABLE, COLD WATER
24. DISCONNECT SWITCHES SHALL BE H.P. RATED HEAVY-DUTY, QUICK-MAKE AND QUICK-BREAK ENCLOSURES, AS REQUIRED CONNECTIONS MUST BE MADE ON THE STREET SIDE OF MAIN SHUT-OFF VALVE.
22. THE INTENT OF THE PLANS AND SPECIFICATIONS IS TO PERFORM THE CONSTRUCTION IN ACCORDANCE WITH THE MISSOURI BY EXPOSURE TYPE.
BUILDING STANDARDS CODE, MISSOURI CODE OF REGULATIONS. SHOULD ANY CONDITIONS DEVELOP NOT COVERED BY THE
APPROVED PLANS AND SPECIFICATIONS WHEREIN THE FINISHED WORK WILL NOT COMPLY TO THE MISSOURI CODE OF 25. ALL CONNECTIONS SHALL BE MADE WITH A PROTECTIVE COATING OF AN ANTI-OXIDE COMPOUND SUCH AS "NO-OXIDE A"
REGULATIONS, A CHANGE ORDER DETAILING AND SPECIFYING THE REQUIRED WORK SHALL BE SUBMITTED TO AND APPROVED BY BY DEARBORNE CHEMICAL CO. COAT ALL WIRE SURFACES BEFORE CONNECTING. EXPOSED COPPER SURFACES,
THE JURISDICTION BEFORE PROCEEDING WITH THE WORK. INCLUDING GROUND BARS, SHALL BE TREATED - NO SUBSTITUTIONS.
IT IS A VIOLATION OF LAW FOR ANY PERSON,
26. RACEWAYS: CONDUIT SHALL BE SCHEDULE 40 PVC MEETING OR EXCEEDING NEMA TC2 - 1990. CONTRACTOR SHALL PLUG UNLESS THEY ARE ACTING UNDER THE DIRECTION
OF A LICENSED PROFESSIONAL ENGINEER,
AND CAP EACH END OF SPARE AND EMPTY CONDUITS AND PROVIDE TWO SEPARATE PULL STRINGS - 200 LBS TEST TO ALTER THIS DOCUMENT.
POLYETHYLENE CORD. ALL CONDUIT BENDS SHALL BE A MINIMUM OF 2 FT. RADIUS. RGS CONDUITS WHEN SPECIFIED,
SHALL MEET UL-6 FOR GALVANIZED STEEL. ALL FITTINGS SHALL BE SUITABLE FOR USE WITH THREADED RIGID CONDUIT.
COAT ALL THREADS WITH 'BRITE ZINC' OR 'GOLD GALV'.
27. SUPPORT OF ALL ELECTRICAL WORK SHALL BE AS REQUIRED BY NEC. A5E0026A (KC03XC168)
28. CONDUCTORS: CONTRACTOR SHALL USE 98% CONDUCTIVITY COPPER WITH TYPE THWN INSULATION, 800 VOLT, COLOR
LAWRENCE HILL TOWER
CODED. USE SOLID CONDUCTORS FOR WIRE UP TO AND INCLUDING NO. 8 AWG. USE STRANDED CONDUCTORS FOR WIRE 1250 N 1800 RD
ABOVE NO. 8 AWG. LAWRENCE, KS 66044
29. CONNECTORS FOR POWER CONDUCTORS: CONTRACTOR SHALL USE PRESSURE TYPE INSULATED TWIST-ON OUTDOOR (TOWER)
CONNECTORS FOR NO. 10 AWG AND SMALLER. USE SOLDERLESS MECHANICAL TERMINAL LUGS FOR NO. 8 AWG AND
LARGER.
30. SERVICE: 240/120V, SINGLE PHASE, 3 WIRE CONNECTION AVAILABLE FROM UTILITY COMPANY. OWNER OR OWNERS SHEET TITLE
AGENT WILL APPLY FOR POWER.
31. TELEPHONE SERVICE: CONTRACTOR SHALL PROVIDE EMPTY CONDUITS WITH PULL STRINGS AS INDICATED ON GENERAL NOTES
DRAWINGS.
32. ELECTRICAL AND TELCO RACEWAYS TO BE BURIED A MINIMUM OF 2' DEPTH.
SHEET NUMBER
33. CONTRACTOR SHALL PLACE TWO LENGTHS OF WARNING TAPE AT A DEPTH OF 12" BELOW GROUND AND DIRECTLY ABOVE
ELECTRICAL AND TELCO SERVICE CONDUITS. CAUTIONS TAPE TO READ "CAUTION BURIED ELECTRIC" OR "BURIED
TELECOMM".
34. ALL BOLTS SHALL BE STAINLESS STEEL
GN-1
SITE WORK NOTES FOUNDATION, EXCAVATION AND BACKFILL NOTES CONCRETE MASONRY NOTES
1. DO NOT EXCAVATE OR DISTURB BEYOND THE PROPERTY LINES OR LEASE LINES, UNLESS OTHERWISE NOTED. 1. ALL FINAL GRADED SLOPES SHALL BE A MAXIMUM OF 3 HORIZONTAL TO 1 VERTICAL. 1. CONCRETE MASONRY UNITS SHALL BE MEDIUM WEIGHT UNITS CONFORMING TO ASTM C90, GRADE N-1,
(F'M=1,500 PS). MEDIUM WEIGHT (115 PCF).
2. DO NOT SCALE BUILDING DIMENSIONS FROM DRAWING. 2. ALL EXCAVATIONS PREPARED FOR PLACEMENT OF CONCRETE SHALL BE OF UNDISTURBED SOILS, SUBSTANTIALLY 2. MORTAR SHALL BE TYPE "S" (MINIMUM 1,800 PSI AT 28 DAYS).
HORIZONTAL AND FREE FROM ANY LOOSE, UNSUITABLE MATERIAL OR FROZEN SOILS, AND WITHOUT THE PRESENCE OF 3. GROUT SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2,000 PSI AT 28 DAYS.
3. SIZE, LOCATION AND TYPE OF ANY UNDERGROUND UTILITIES OR IMPROVEMENTS POUNDING WATER. DEWATERING FOR EXCESS GROUND WATER SHALL BE PROVIDED WHEN REQUIRED. COMPACTION OF 4. ALL CELLS CONTAINING REINFORCING STEEL OR EMBEDDED ITEMS AND ALL CELLS IN RETAINING WALLS AND
SHALL BE ACCURATELY NOTED AND PLACED ON AS-BUILT DRAWINGS BY GENERAL SOILS UNDER CONCRETE PAD FOUNDATIONS SHALL NOT BE LESS THAN 95% OF THE MODIFIED PROCTOR MAXIMUM DRY WALLS BELOW GRADE SHALL BE SOLID GROUTED.
CONTRACTOR AND ISSUED TO ARCHITECT/ENGINEER AT COMPLETION OF PROJECT. DENSITY FOR THE SOIL IN ACCORDANCE WITH ASTM D1557. 5. ALL HORIZONTAL REINFORCEMENT SHALL BE PLACED IN BOND BEAM OR LINTEL BEAM UNITS.
6. WHEN GROUTING IS STOPPED FOR ONE HOUR OR LONGER, HORIZONTAL CONSTRUCTION JOINTS SHALL BE
4. ALL EXISTING UTILITIES, FACILITIES, CONDITIONS AND THEIR DIMENSIONS SHOWN ON 3. CONCRETE FOUNDATIONS SHALL NOT BE PLACED ON ORGANIC OR UNSUITABLE MATERIAL. IF INADEQUATE BEARING FORMED BY STOPPING THE GROUT POUR 1-1/2" BELOW TOP OF THE UPPERMOST UNIT.
PLANS HAVE. BEEN PLOTTED FROM AVAILABLE RECORDS. THE ENGINEER AND OWNER CAPACITY IS REACHED AT THE DESIGNED EXCAVATION DEPTH, THE UNSATISFACTORY SOIL SHALL BE EXCAVATED TO ITS 7. ALL BOND BEAM BLOCK SHALL BE "DEEP CUT" UNITS.
ASSUME NO RESPONSIBILITY WHATSOEVER AS TO THE SUFFICIENCY OR ACCURACY OF FULL DEPTH AND EITHER BE REPLACED WITH MECHANICALLY COMPACTED GRANULAR MATERIAL OR THE EXCAVATION 8. PROVIDE INSPECTION AND CLEAN-OUT HOLES AT BASE OF VERTICAL CELLS HAVING GROUT LIFTS IN EXCESS OF
THE INFORMATION SHOWN ON THE PLANS OR THE MANNER OF THEIR REMOVAL OR SHALL BE FILLED WITH CONCRETE OF THE SAME TYPE SPECIFIED FOR THE FOUNDATION. CRUSHED STONE MAY BE USED 4'-0" OF HEIGHT.
ADJUSTMENT. CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING EXACT TO STABILIZE THE BOTTOM OF THE EXCAVATION. ANY STONE SUB BASE MATERIAL, IF USED, SHALL NOT SUBSTITUTE FOR 9. ALL GROUT SHALL BE CONSOLIDATED WITH A MECHANICAL VIBRATOR.
LOCATION OF ALL EXISTING UTILITIES AND FACILITIES PRIOR TO START OF REQUIRED THICKNESS OF CONCRETE. 10. CEMENT SHALL BE AS SPECIFIED FOR CONCRETE.
CONSTRUCTION. CONTRACTOR SHALL ALSO OBTAIN FROM EACH UTILITY COMPANY 11. REINFORCING BARS - SEE NOTES UNDER "REINFORCING STEEL" FOR REQUIREMENTS.
DETAILED INFORMATION RELATIVE TO WORKING SCHEDULES AND METHODS OF 4. ALL EXCAVATIONS SHALL BE CLEAN OF UNSUITABLE MATERIAL SUCH AS VEGETATION, TRASH, DEBRIS, AND SO FORTH 12. PROVIDE ONE BAR DIAMETER (A MINIMUM OF 1/2") GROUT BETWEEN MAIN REINFORCING AND MASONRY UNITS. 12980 FOSTER STREET, SUITE 200
REMOVING OR ADJUSTING EXISTING UTILITIES. PRIOR TO BACK FILLING. BACK FILL SHALL CONSIST OF APPROVED MATERIALS SUCH AS EARTH, LOAM, SANDY CLAY, 13. LOW LIFT CONSTRUCTION, MAXIMUM GROUT POUR HEIGHT IS 4 FEET. OVERLAND PARK, KS 66213
SAND AND GRAVEL, OR SOFT SHALE, FREE FROM CLODS OR LARGE STONES OVER 2 1/2" MAX DIMENSIONS. ALL BACK FILL 14. NOT USED.
5. CONTRACTOR SHALL VERIFY ALL EXISTING UTILITIES BOTH HORIZONTALLY AND VERTICALLY PRIOR TO START OF SHALL BE PLACED IN COMPACTED LAYERS. 15. ALL CELLS IN CONCRETE BLOCKS SHALL BE FILLED SOLID WITH GROUT, EXCEPT AS NOTED IN THE DRAWINGS OR
CONSTRUCTION. ANY DISCREPANCIES OR DOUBTS AS TO THE INTERPRETATION OF PLANS SHALL BE IMMEDIATELY SPECIFICATIONS.
REPORTED TO THE ARCHITECT/ENGINEER FOR RESOLUTION AND INSTRUCTION, AND NO FURTHER WORK SHALL BE 5. ALL FILL MATERIALS AND FOUNDATION BACK FILL SHALL BE PLACED IN MAXIMUM 6"THICK LIFTS BEFORE COMPACTION. 16. CELLS SHALL BE IN VERTICAL ALIGNMENT, DOWELS IN FOOTINGS SHALL BE SET TO ALIGN WITH CORES
PERFORMED UNTIL THE DISCREPANCY IS CHECKED AND CORRECTED BY THE ARCHITECT/ENGINEER. FAILURE TO EACH LIFT SHALL BE WETTED IF REQUIRED AND COMPACTED TO NOT LESS THAN 95% OF THE MODIFIED PROCTOR CONTAINING REINFORCING STEEL.
SECURE SUCH INSTRUCTION MEANS CONTRACTOR WILL HAVE WORKED AT HIS/HER OWN RISK AND EXPENSE. MAXIMUM DRY DENSITY FOR SOIL IN ACCORDANCE WITH ASTM D1557. 17. REFER TO ARCHITECTURAL DRAWINGS FOR SURFACE AND HEIGHT OF UNITS, LAYING PATTERN AND JOINT TYPE.
CONTRACTOR SHALL CALL LOCAL DIGGER HOT LINE FOR UTILITY LOCATIONS 48 HOURS PRIOR TO START OF 18. SAND SHALL BE CLEAN, SHARP AND WELL GRADED, FREE FROM INJURIOUS AMOUNTS OF DUST, LUMPS, SHALE,
CONSTRUCTION. 6. NEWLY PLACED CONCRETE FOUNDATIONS SHALL CURE A MINIMUM OF 72 HRS PRIOR TO BACK FILLING. ALKAU OR ORGANIC MATERIAL.
19. BRICK SHALL CONFORM TO ASTM C-62 AND SHALL BE GRADE MW OR BETTER.
6. ALL NEW AND EXISTING UTILITY STRUCTURES ON SITE AND IN AREAS TO BE 7. FINISHED GRADING SHALL BE SLOPED TO PROVIDE POSITIVE DRAINAGE AND PREVENT STANDING WATER. THE FINAL
DISTURBED BY CONSTRUCTION SHALL BE ADJUSTED TO FINISH ELEVATIONS PRIOR (FINISH) ELEVATION OF SLAB FOUNDATIONS SHALL SLOPE AWAY IN ALL DIRECTIONS FROM THE CENTER. FINISH GRADE
OF CONCRETE PADS SHALL BE A MAXIMUM OF 4 INCHES ABOVE FINAL FINISH GRADE ELEVATIONS. PROVIDE SURFACE PLANS PREPARED BY:
TO FINAL INSPECTION OF WORK.
FILL GRAVEL TO ESTABLISH SPECIFIED ELEVATIONS WHERE REQUIRED.
7. GRADING OF THE SITE WORK AREA IS TO BE SMOOTH AND CONTINUOUS IN SLOPE AND IS TO FEATHER INTO EXISTING
GRADES AT THE GRADING LIMITS. 8. NEWLY GRADED SURFACE AREAS TO RECEIVE GRAVEL SHALL BE COVERED WITH GEOTEXTILE FABRIC TYPE: TYPAR-3401
AS MANUFACTURED BY "CONSTRUCTION MATERIAL 1-800-239-3841" OR AN APPROVED EQUIVALENT, SHOWN ON PLANS.
8. ALL TEMPORARY EXCAVATIONS FOR THE INSTALLATION OF FOUNDATIONS, UTILITIES, THE GEOTEXTILE FABRIC SHALL BE BLACK IN COLOR TO CONTROL THE RECURRENCE OF VEGETATIVE GROWTH AND
ETC., SHALL BE PROPERLY LAID BACK OR BRACED IN ACCORDANCE WITH CORRECT EXTEND TO WITHIN 1 FOOT OUTSIDE THE SITE FENCING OR ELECTRICAL GROUNDING SYSTEM PERIMETER WHICH EVER
OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) REQUIREMENTS. IS GREATER. ALL FABRIC SHALL BE COVERED WITH A MINIMUM OF 4" DEEP COMPACTED STONE OR GRAVEL AS
SPECIFIED. I.E. FDOT TYPE No. 57 FOR FENCED COMPOUND; FDOT TYPE No. 67 FOR ACCESS DRIVE AREA.
STRUCTURAL CONCRETE NOTES
9. STRUCTURAL FILLS SUPPORTING PAVEMENTS SHALL BE COMPACTED TO 95% OF
MAXIMUM STANDARD PROCTOR DRY DENSITY. 9. IN ALL AREAS TO RECEIVE FILL, REMOVE ALL VEGETATION, TOPSOIL, DEBRIS, WET AND UNSATISFACTORY SOIL 1. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE ACI 301-16,
MATERIALS, OBSTRUCTIONS, AND DELETERIOUS MATERIALS FROM GROUND SURFACE. PLOW STRIP OR BREAK UP ACI 318-14 AND THE SPECIFICATION FOR CAST-IN-PLACE CONCRETE.
10. NEW GRADES NOT IN BUILDING AND DRIVEWAY IMPROVEMENT AREA TO BE ACHIEVED SLOPED SURFACES STEEPER THAN 1 VERTICAL TO 4 HORIZONTAL SUCH THAT FILL MATERIAL WILL BIND WITH
2. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH fc'=2,500 PSI AT 28 DAYS UNLESS NOTED
Pramira
BY FILLING WITH APPROVED CLEAN FILL AND COMPACTED TO 95% OF STANDARD EXISTING/PREPARED SOIL SURFACE.
PROCTOR DENSITY. OTHERWISE.
10. WHEN SUB GRADE OR PREPARED GROUND SURFACE HAS A DENSITY LESS THAN THAT REQUIRED FOR THE FILL
11. ALL FILL SHALL BE PLACED IN UNIFORM LIFTS. THE LIFTS THICKNESS SHOULD NOT MATERIAL, SCARIFY THE GROUND SURFACE TO DEPTH REQUIRED, PULVERIZE, MOISTURE-CONDITION AND/OR AERATE 3. REINFORCING STEEL SHALL CONFORM TO ASTM A 615, GRADE 60, DEFORMED
EXCEED THAT WHICH CAN BE PROPERLY COMPACTED THROUGHOUT ITS ENTIRE THE SOILS AND RECOMPACT TO THE REQUIRED DENSITY PRIOR TO PLACEMENT OF FILLS. UNLESS NOTED OTHERWISE. WELDED WIRE FABRIC SHALL CONFORM TO ASTM
DEPTH WITH THE EQUIPMENT AVAILABLE. A 185 WELDED STEEL WIRE FABRIC UNLESS NOTED OTHERWISE. SPLICES
11. IN AREAS WHICH EXISTING GRAVEL SURFACING IS REMOVED OR DISTURBED DURING CONSTRUCTION OPERATIONS, CLASS "B" AND ALL HOOKS SHALL BE STANDARD UNLESS NOTED OTHERWISE. ARCHT
IECTURAL&ENGN
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12. ANY FILLS PLACED ON EXISTING SLOPES THAT ARE STEEPER THAN 10 HORIZONTAL REPLACE GRAVEL SURFACING TO MATCH ADJACENT GRAVEL SURFACING AND RESTORED TO THE SAME THICKNESS AND
TO 1 VERTICAL SHALL BE PROPERLY BENCHED INTO THE EXISTING SLOPE AS COMPACTION AS SPECIFIED. ALL RESTORED GRAVEL SURFACING SHALL BE FREE FROM CORRUGATIONS AND WAVES. 4. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR
DIRECTED BY A GEOTECHNICAL ENGINEER. REINFORCING STEEL UNLESS SHOWN OTHERWISE ON DRAWINGS:
12. EXISTING GRAVEL SURFACING MAY BE EXCAVATED SEPARATELY AND REUSED WITH THE CONDITION THAT ANY CONCRETE CAST AGAINST EARTH.........................3 IN.
13. CONTRACTOR SHALL CLEAN ENTIRE SITE AFTER CONSTRUCTION SUCH THAT NO UNFAVORABLE AMOUNTS OF ORGANIC MATTER, OR OTHER DELETERIOUS MATERIALS ARE REMOVED PRIOR TO REUSE.
PAPERS, TRASH, WEEDS, BRUSH OR ANY OTHER DEPOSITS WILL REMAIN. ALL FURNISH ANY ADDITIONAL GRAVEL RESURFACING MATERIAL AS NEEDED TO PROVIDE A FULL DEPTH COMPACTED CONCRETE EXPOSED TO EARTH OR WEATHER:
MATERIALS COLLECTED DURING CLEANING OPERATIONS SHALL BE DISPOSED OF SURFACE THROUGHOUT SITE. #6 AND LARGER.........................2 IN.
OFF-SITE BY THE GENERAL CONTRACTOR. #5 AND SMALLER & WWF .........................1-1/2 IN.
13. GRAVEL SUB SURFACE SHALL BE PREPARED TO REQUIRED COMPACTION AND SUB GRADE ELEVATIONS BEFORE
14. ALL TREES AND SHRUBS WHICH ARE NOT IN DIRECT CONFLICT WITH THE GRAVEL SURFACING IS PLACED AND/OR RESTORED. ANY LOOSE OR DISTURBED MATERIALS SHALL BE THOROUGHLY CONCRETE NOT EXPOSED TO EARTH OR WEATHER OR NOT CAST
IMPROVEMENTS SHALL BE PROTECTED BY THE GENERAL CONTRACTOR. COMPACTED AND ANY DEPRESSIONS IN THE SUB GRADE SHALL BE FILLED AND COMPACTED WITH APPROVED SELECTED AGAINST THE GROUND:
MATERIAL. GRAVEL SURFACING MATERIAL SHALL NOT BE USED FOR FILLING DEPRESSIONS IN THE SUB GRADE. SLAB AND WALL ..........................3/4 IN.
15. ALL SITE WORK SHALL BE CAREFULLY COORDINATED BY GENERAL CONTRACTOR WITH LOCAL UTILITY COMPANY, BEAMS AND COLUMNS..........................1-1/2 IN.
TELEPHONE COMPANY, AND ANY OTHER UTILITY COMPANIES HAVING JURISDICTION OVER THIS LOCATION. 14. PROTECT EXISTING GRAVEL SURFACING AND SUB GRADE IN AREAS WHERE EQUIPMENT LOADS WILL OPERATE. USE
PLANKING 'MATTS' OR OTHER SUITABLE PROTECTION DESIGNED TO SPREAD EQUIPMENT LOADS AS MAY BE NECESSARY. 5. A 3/4" CHAMFER SHALL BE PROVIDED AT ALL EXPOSED EDGES OF CONCRETE U.N.O. IN ACCORDANCE WITH ACI
REPAIR ANY DAMAGE TO EXISTING GRAVEL SURFACING OR SUB GRADE WHERE SUCH DAMAGE IS DUE TO THE 301 SECTION 4.2.4.
CONTRACTORS OPERATIONS.
6. HOLES TO RECEIVE EXPANSION/WEDGE ANCHORS SHALL BE 1/8" LARGER IN DIAMETER THAN THE ANCHOR
15. DAMAGE TO EXISTING STRUCTURES AND/OR UTILITIES RESULTING FROM CONTRACTORS NEGLIGENCE SHALL BE BOLT, DOWEL OR ROD AND SHALL CONFORM TO MANUFACTURER'S RECOMMENDATION FOR EMBEDMENT 1 05/05/21 100% CONSTRUCTION DRAWINGS
GCA
REPAIRED AND/ OR REPLACED TO THE OWNERS SATISFACTION AT NO ADDITIONAL COST TO THE CONTRACT. DEPTH OR AS SHOWN ON THE DRAWINGS. LOCATE AND AVOID CUTTING EXISTING REBAR WHEN DRILLING
HOLES IN ELEVATED CONCRETE SLABS. REV DATE DESCRIPTION INT
16. ALL SUITABLE BORROW MATERIAL FOR BACK FILL OF THE SITE SHALL BE INCLUDED IN THE BID. EXCESS TOPSOIL AND
UNSUITABLE MATERIAL SHALL BE DISPOSED OF OFF SITE AT LOCATIONS APPROVED BY GOVERNING AGENCIES AT NO 7. USE AND INSTALLATION OF CONCRETE EXPANSION/WEDGE ANCHOR, SHALL BE PER ICC ER# &
ENVIRONMENTAL NOTES ADDITIONAL COST TO THE CONTRACT. MANUFACTURER'S WRITTEN RECOMMENDED PROCEDURES.
1. ALL WORK PERFORMED SHALL BE DONE IN ACCORDANCE WITH ISSUED PERMITS. THE CONTRACTOR SHALL BE
RESPONSIBLE FOR PAYMENT OF FINES AND PROPER CLEAN UP FOR AREAS IN VIOLATION.
2. CONTRACTOR AND/OR DEVELOPER SHALL BE RESPONSIBLE FOR CONSTRUCTION AND MAINTENANCE OF EROSION AND
SEDIMENTATION CONTROLS DURING CONSTRUCTION FOR PROTECTION OF ADJACENT PROPERTIES, ROADWAYS AND FIRE DEPARTMENT NOTES
WATERWAYS AND SHALL BE MAINTAINED IN PLACE THROUGH FINAL JURISDICTIONAL INSPECTION & RELEASE OF SITE.
1. THE T-MOBILE PROJECT MANAGER'S DIRECTION, THE CONTRACTOR SHALL PROVIDE "HILTI" HIGH PERFORMANCE
3. CONTRACTOR SHALL INSTALL/CONSTRUCT ALL NECESSARY SEDIMENT/SILT CONTROL FENCING AND PROTECTIVE
FIRE STOP SYSTEM # CP601S AT ALL FIRE RATED PENETRATION INSTALLED PER MANUFACTURE'S LATEST
MEASURES WITHIN THE LIMITS OF SITE DISTURBANCE PRIOR TO CONSTRUCTION.
INSTALLATION SPECIFICATION.
4. NO SEDIMENT SHALL BE ALLOWED TO EXIT THE PROPERTY. THE CONTRACTOR IS RESPONSIBLE FOR TAKING
ADEQUATE MEASURES FOR CONTROLLING EROSION. ADDITIONAL SEDIMENT CONTROL FENCING MAY BE REQUIRED IN
STRUCTURAL STEEL NOTES 2. ALL PENETRATIONS THROUGH FIRE RATED ASSEMBLIES SHALL BE CONSTRUCTED SO AS TO MAINTAIN AN
EQUAL OR GREATER FIRE RATING.
May 04, 2021
ANY AREAS SUBJECT TO EROSION.
1. ALL STEEL WORK SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE AISC MANUAL OF STEEL
CONSTRUCTION. STEEL SECTIONS SHALL BE IN ACCORDANCE WITH ASTM AS INDICATED BELOW: 3. BUILDINGS UNDERGOING CONSTRUCTION, ALTERATION OR DEMOLITION SHALL BE IN ACCORDANCE WITH CFC
5. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING POSITIVE DRAINAGE ON THE SITE AT ALL TIMES WITH SILT AND
W-SHAPES: ASTM A992, 50 KSI ARTICLE 87. [CFC 8701]
EROSION CONTROL MEASURES MAINTAINED ON THE DOWNSTREAM SIDE OF SITE DRAINAGE. ANY DAMAGE TO
ADJACENT PROPERTY AS A RESULT OF EROSION WILL BE CORRECTED AT THE CONTRACTORS EXPENSE. ANGLES, BARS CHANNELS: ASTM A36, 36 KSI
HSS SECTIONS: ASTM 500, 46 KSI 4. ADDRESS SHALL BE PROVIDED FOR ALL NEW AND EXISTING BUILDINGS IN A POSITION AS TO BE PLAINLY SEEN
PIPE SECTIONS: ASTM A53-E, 35 KSI VISIBLE AND LEGIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY [CFC 901.4.4, FHPS POLICY P-00-6]
6. CONTRACTOR SHALL BE RESPONSIBLE FOR DAILY INSPECTIONS AND ANY REPAIRS OF ALL SEDIMENT CONTROL
MEASURES INCLUDING SEDIMENT REMOVAL AS NECESSARY.
2. ALL EXTERIOR EXPOSED STEEL AND HARDWARE SHALL BE HOT DIPPED GALVANIZED. 5. DECORATIVE MATERIALS SHALL BE MAINTAINED IN A FLAME-RETARDANT CONDITION. [MISSOURI. CODE OF IT IS A VIOLATION OF LAW FOR ANY PERSON,
REGS.] UNLESS THEY ARE ACTING UNDER THE DIRECTION
7. CLEARING OF VEGETATION AND TREE REMOVAL SHALL BE ONLY AS PERMITTED AND BE HELD TO A MINIMUM. ONLY OF A LICENSED PROFESSIONAL ENGINEER,
TREES NECESSARY FOR CONSTRUCTION OF THE FACILITIES SHALL BE REMOVED. 3. ALL WELDING SHALL BE PERFORMED USING E70XX ELECTRODES AND WELDING
6. ALL VALVES CONTROLLING THE WATER SUPPLY FOR AUTOMATIC SPRINKLER SYSTEM AND WATER-FLOW TO ALTER THIS DOCUMENT.
SHALL CONFORM TO AISC.WHERE FILLET WELD SIZES ARE NOT SHOWN, PROVIDE THE
MINIMUM SIZE PER TABLE J2.4 IN THE AISC "MANUAL OF STEEL CONSTRUCTION". SWITCHES ON AL SPRINKLER SYSTEMS SHALL BE ELECTRICALLY MONITORED WHERE THE NUMBER OF
8. SEEDING AND MULCHING AND/OR SODDING OF THE SITE WILL BE ACCOMPLISHED AS SOON AS POSSIBLE AFTER
PAINTED SURFACES SHALL BE TOUCHED UP. SPRINKLERS IS A 100 OR MORE. [CBC 904.3.1, CFC 1003.3.1]
COMPLETION OF THE PROJECT FACILITIES AFFECTING LAND DISTURBANCE.
4. BOLTED CONNECTIONS SHALL BE ASTM A325 BEARING TYPE 3/4"Ø 7. INSTALLATION OF FIRE ALARM SYSTEMS SHALL BE IN ACCORDANCE WITH CFC 1007. A5E0026A (KC03XC168)
9. CONTRACTOR SHALL PROVIDE ALL EROSION AND SEDIMENTATION CONTROL MEASURES AS REQUIRED BY LOCAL,
COUNTY AND STATE CODES AND ORDINANCES TO PROTECT EMBANKMENTS FROM SOIL LOSS AND TO PREVENT CONNECTIONS AND SHALL HAVE MINIMUM OF TWO BOLTS UNLESS NOTED
OTHERWISE. 8. AT LEAST ONE FIRE EXTINGUISHER WITH A MINIMUM RATING OF 2A-10BC SHALL BE PROVIDED WITHIN 75 FT. LAWRENCE HILL TOWER
ACCUMULATION OF SOIL AND SILT IN STREAMS AND DRAINAGE PATHS LEAVING THE CONSTRUCTION AREA. THIS MAY
MAXIMUM TRAVEL DISTANCE FOR EACH 6,000 SQ. FT. OR PORTION THEREOF ON EACH FLOOR [CFC 1002, UFC 1250 N 1800 RD
INCLUDE SUCH MEASURES AS SILT FENCES, STRAW BALE SEDIMENT BARRIERS, AND CHECK DAMS.
5. NON-STRUCTURAL CONNECTIONS FOR STEEL GRATING MAY USE 5/8" DIA. ASTM A307 BOLTS UNLESS NOTED STANDARD 10-1, MISSOURI. CODE OF REGS.,]
OTHERWISE.
LAWRENCE, KS 66044
10. RIP RAP OF SIZES INDICATED SHALL CONSIST OF CLEAN, HARD, SOUND, DURABLE, UNIFORM IN QUALITY STONE FREE
OF ANY DETRIMENTAL QUANTITY OF SOFT, FRIABLE, THIN, ELONGATED OR LAMINATED PIECES, DISINTEGRATED
9. CONTRACTOR SHALL VERIFY IN FIELD THE EXISTENCE OR INSTALLATION OF A FIRE EXTINGUISHER WITH A OUTDOOR (TOWER)
6. FIELD MODIFICATIONS ARE TO BE COATED WITH ZINC ENRICHED PAINT. MINIMUM RATING OF 2A-10BC, WITH A CHARGE STATUS ACCEPTABLE TO THE LOCAL FIRE AUTHORITY HAVING
MATERIAL, ORGANIC MATTER, OIL, ALKALI, OR OTHER DELETERIOUS SUBSTANCES
JURSDICTION.
10. COMPLETE PLANS AND SPECIFICATIONS FOR ALARM SYSTEMS: FIRE-EXTINGUISHING SYSTEMS, INCLUDING SHEET TITLE
AUTOMATIC SPRINKLERS AND OTHER FIRE-PROTECTION SYSTEMS SHALL BE SUBMITTED TO FIRE AND LIFE
SAFETY FOR REVIEW AND APPROVAL TO INSTALLATION. [CFC 100.3]
GENERAL NOTES
SHEET NUMBER
GN-2
NOTE:
SAFETY MITIGATION IN COMPLIANCE WITH
OSHA COMMUNICATION TOWER BEST
PRACTICES
(E) DIRT AREA (E) DIRT AREA
(E) CHAIN LINK FENCE
12980 FOSTER STREET, SUITE 200
OVERLAND PARK, KS 66213
X X X X X X X X X X X X X X
X
X
SECTOR A SECTOR A
X
PLANS PREPARED BY:
X
AZIMUTH AZIMUTH
0° 30°
X
X
ANT 1 ANT 2 ANT 3 ANT 4
X
X
SECTOR C
AZIMUTH
Pramira
ANT
1
ANT
2
ANT 3
ANT 4
280°
X
ARCHT
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X
4
ANT
ANT 3
2
ANT
ANT 1
X
X
X
X
SECTOR C
AZIMUTH
270°
SECTOR B
X
100% CONSTRUCTION DRAWINGS
X
1 05/05/21 GCA
AZIMUTH REV DATE DESCRIPTION INT
80°
X
X
SECTOR B
AZIMUTH
150°
X
X
(E) GRAVEL AREA May 04, 2021
X
X
X
X
IT IS A VIOLATION OF LAW FOR ANY PERSON,
UNLESS THEY ARE ACTING UNDER THE DIRECTION
OF A LICENSED PROFESSIONAL ENGINEER,
TO ALTER THIS DOCUMENT.
X
X
A5E0026A (KC03XC168)
LAWRENCE HILL TOWER
1250 N 1800 RD
X
X
LAWRENCE, KS 66044
OUTDOOR (TOWER)
X X X X X X X X X X X X X X X X X
SHEET TITLE
N
SAFETY PLAN
(E) GRAVEL AREA
W E
SHEET NUMBER
S
SF-1
SAFETY PLAN 24"x36" SCALE: 3/16" = 1'-0"
11"x17" SCALE: 3/32" = 1'-0" 4' 2' 0" 4' 1
BATTERY STORAGE SYSTEM CAPACITY
BATTERY TECHNOLOGY LEAD ACID
QUANTITY OF NEW BATTERIES 16
QUANTITY OF TOTAL BATTERIES 16 SECTOR A SECTOR A
(E) GRASS AREA
NEW BATTERY STORAGE SYSTEM 190AH PER AZIMUTH AZIMUTH
CAPACITY BATTERY
TOTAL BATTERY STORAGE SECTOR C 0° 30°
36.48 kWh
SYSTEM CAPACITY (E) DIRT AREA
AZIMUTH
ANT 1
ANT 2
ANT 3
ANT 4
(E) GRASS AREA
ANT 1
ANT 2
ANT 3
ANT 4
BATTERY CAPACITY LESS TAHN 70 kWh.
ANT 4
ANT 3
ANT 2
ANT 1
280°
BATTERY VOLUME X
BATTERY TECHNOLOGY LEAD ACID
12980 FOSTER STREET, SUITE 200
QUANTITY OF NEW BATTERIES 16 OVERLAND PARK, KS 66213
QUANTITY OF TOTAL BATTERIES 16
(N) BATTERY ELECTROLYTE VOLUME 1.90 GAL SECTOR C
TOTAL BATTERY ELECTROLYTE
VOLUME 30.4 GALLONS AZIMUTH
270°
NOTE: BATTERY CABINETS ARE SELF CONTAINED AND MEET
CFC SECTION 608.5 - SPILL CONTROL AND NEUTRALIZATION.
SECTOR B
AZIMUTH PLANS PREPARED BY:
1 ENLARGED SITE PLAN 80°
A-2
SECTOR B
AZIMUTH
150°
(E) GRAVEL AREA
(E) BUILDING
Pramira
ARCHT
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(E) GRASS AREA
(E) GRASS AREA
1 05/05/21 100% CONSTRUCTION DRAWINGS
GCA
REV DATE DESCRIPTION INT
(E) GRAVEL AREA
May 04, 2021
IT IS A VIOLATION OF LAW FOR ANY PERSON,
UNLESS THEY ARE ACTING UNDER THE DIRECTION
OF A LICENSED PROFESSIONAL ENGINEER,
TO ALTER THIS DOCUMENT.
(E) BUILDING
(E) ACCESS DRIVE
A5E0026A (KC03XC168)
LAWRENCE HILL TOWER
1250 N 1800 RD
LAWRENCE, KS 66044
OUTDOOR (TOWER)
N 1800 ROAD SHEET TITLE
N
SITE PLAN
W E
SHEET NUMBER
S
A-1
SITE PLAN 24"x36" SCALE: 1" = 80'-0"
11"x17" SCALE: 1" = 160'-0" 80' 40' 0" 80' 1
1&2 (E) DIRT AREA
A-7
(E) CHAIN LINK FENCE
1&2 T-MOBILE ANTENNA LEASE AREA SECTOR A SECTOR A
A-4 ON 300'-0" SELF SUPPORT TOWER AZIMUTH AZIMUTH
0° 30° 12980 FOSTER STREET, SUITE 200
OVERLAND PARK, KS 66213
X X X X X X X X X X X X X X
X
X
X
PLANS PREPARED BY:
X
SECTOR B
AZIMUTH
X
X
ANT 1 ANT 2 ANT 3 ANT 4
80°
1&2
1&2
X
X
Pramira
A-8
A-9
SECTOR C
ANT
1
ANT
2
ANT 3
ANT 4
AZIMUTH
280°
X
ARCHT
IECTURAL&ENGN
I EERN
I GSERVC
I ES
X
4
ANT
ANT 3
2
ANT
ANT 1
X
X
SECTOR C
AZIMUTH
X
X
270°
X
100% CONSTRUCTION DRAWINGS
X
1 05/05/21 GCA
SECTOR B
REV DATE DESCRIPTION INT
(E) PROPANE
TANK (TYP.)
AZIMUTH
150°
X
X
X
X
(E) GRAVEL AREA
1&2
May 04, 2021
X
X
A-6
X
X
1&2 T-MOBILE EQUIPMENT IT IS A VIOLATION OF LAW FOR ANY PERSON,
UNLESS THEY ARE ACTING UNDER THE DIRECTION
A-3 LEASE AREA OF A LICENSED PROFESSIONAL ENGINEER,
TO ALTER THIS DOCUMENT.
X
X
A5E0026A (KC03XC168)
LAWRENCE HILL TOWER
1250 N 1800 RD
X
X
LAWRENCE, KS 66044
OUTDOOR (TOWER)
X X X X X X X X X X X X X X X X X
SHEET TITLE
N
ENLARGED SITE PLAN
(E) GRAVEL AREA
W E
SHEET NUMBER
S
A-2
ENLARGED SITE PLAN 24"x36" SCALE: 3/16" = 1'-0"
11"x17" SCALE: 3/32" = 1'-0" 4' 2' 0" 4' 1EQUIPMENT NOTE A: EQUIPMENT NOTE B: NOTE:
- (1) EXISTING RBS CABINET TO REMAIN - (1) PROPOSED LB3 CABINET 1. ALL ELECTRICAL IN THE AREA SHALL
- (1) EXISTING BBS CABINET TO REMAIN - (1) PROPOSED HPL3 600A CABINET BE CLEANED-UP AND ANY UNUSED
- (1) EXISTING CIENA CABINET TO REMAIN - (1) PROPOSED CSR IXRE ELECTRICAL WILL BE REMOVED.
- (1) EXISTING PPC CABINET TO REMAIN - (2) PROPOSED ASIB
- (1) EXISTING DISCONNECT SWITCH TO REMAIN - (2) PROPOSED ASIK
- (1) EXISTING GENERATOR TRANSFER SWITCH TO REMAIN - (2) PROPOSED AMIA
- (1) EXISTING GENERATOR TO REMAIN - (2) PROPOSED ABIA
- (6) PROPOSED ABIL
- (1) PROPOSED FSMF
- (3) PROPOSED ABIC
- (2) PROPOSED HCS 2.0
TOWERJUNCTION BOXES
- (2) PROPOSEDHCS 2.0 HYBRID TRUNK CABLE
- (1) PROPOSED WORKLIGHT
12980 FOSTER STREET, SUITE 200
OVERLAND PARK, KS 66213
(N) (2) T-MOBILE HCS 2.0 HYBRID TRUNK
CABLE WITH BREAKOUT FEATURE
4 5
D-3 D-3
(N) (2) T-MOBILE HCS 2.0 TOWER PLANS PREPARED BY:
(E) 15'-0" X 16'-0" JUNCTION BOXES ON (N) UNISTRUT
(E) LIGHT
CONCRETE PAD 5 3
D-1 D-3
(N) T-MOBILE (2) ASIB, (2) ASIK,
(1) FSMF (2) ABIA, (6) ABIL, (3) ABIC,
& (2) AMIA, (1) ROUTER (CSR IXRE V2)
3'-1"
2'-2"
(E) ICE BRIDGE 6 7 8 7
D-1
4
D-2
D-1
5
D-2
D-1
6
D-2
D-3
D-2
7 Pramira
ARCHT
IECTURAL&ENGN
I EERN
I GSERVC
I ES
(N) (1) T-MOBILE HPL3 600A
2'-0"
(E) T-MOBILE EQUIPMENT LEASE AREA
SITE SUPPORT CABINET
(E) BBS CABINET
1 3
8"
(E) CABLE TRAY ON D-2 D-2
GROUND LEVEL
(E) T-MOBILE EQUIPMENT
(N) (1) T-MOBILE LB3
(E) GROUNDING BATTERY CABINET
16'-0"
WELL, TYP. 2 3 6
LEASE AREA
D-2 D-2 D-3
16'-0"
1 05/05/21 100% CONSTRUCTION DRAWINGS
GCA
(N) (1) T-MOBILE WORKLIGHT
(E) RBS CABINET
MOUNTED ON (E) ICE BRIDGE POST REV DATE DESCRIPTION INT
8 9 2'-0" 3'-6"
D-3 D-3
7'-3"
(E) UTILITY
H-FRAME
May 04, 2021
IT IS A VIOLATION OF LAW FOR ANY PERSON,
UNLESS THEY ARE ACTING UNDER THE DIRECTION
OF A LICENSED PROFESSIONAL ENGINEER,
TO ALTER THIS DOCUMENT.
15'-0" 15'-0"
(E) T-MOBILE EQUIPMENT LEASE AREA (E) T-MOBILE EQUIPMENT LEASE AREA
A5E0026A (KC03XC168)
LAWRENCE HILL TOWER
1250 N 1800 RD
(E) GENERATOR LAWRENCE, KS 66044
OUTDOOR (TOWER)
SHEET TITLE
N N EXISTING AND PROPOSED
EQUIPMENT PLANS
W E W E
SHEET NUMBER
S S
A-3
EXISTING EQUIPMENT PLAN 24"x36" SCALE: 1/2" = 1'-0"
11"x17" SCALE: 1/4" = 1'-0" 2' 1' 0" 2' 2 PROPOSED EQUIPMENT PLAN 24"x36" SCALE: 1/2" = 1'-0"
11"x17" SCALE: 1/4" = 1'-0" 2' 1' 0" 2' 1NOTE:
1. ALL ELECTRICAL IN THE AREA SHALL
BE CLEANED-UP AND ANY UNUSED
ELECTRICAL WILL BE REMOVED.
12980 FOSTER STREET, SUITE 200
OVERLAND PARK, KS 66213
SECTOR A
AZIMUTH
0° A2 SECTOR A
L700, L600, AZIMUTH
SECTOR A N600, L2100, PLANS PREPARED BY:
(N) T-MOBILE 30°
AZIMUTH (COMMSCOPE-FFVV-65C-R3-V1) L1900, G1900,
0° (1 PER SECTOR, 3 TOTAL) MOUNTED LAWS3, N2100,
(E) 300'-0" SELF ONTO (E) ANTENNA PIPE MOUNT N1900
(N) T-MOBILE AHFIG RRU
(E) FZHJ TO BE REMOVED AND SUPPORT TOWER 2 1 MOUNTED ON (E) MOUNTING PIPE,
REPLACED, (1 PER SECTOR, 3 TOTAL) A1 (1 PER SECTOR, 3 TOTAL)
D-1 D-3 L2500,
(E) SPRINT PANEL ANTENNA N2500 3 2
TO BE REMOVED AND REPLACED, 6'-
0
(2 PER SECTOR, 6 TOTAL) 4'- " D-1 D-3
5"
Pramira
A1 SECTOR A ANT 1 ANT 2 ANT 3 ANT 4
B2
2'-7"
AZIMUTH L700,L600
3'-2"
25° 6'-
N600,L2100, SECTOR B
C1 9" L1900,G1900,LAWS3 ARCHT
IECTURAL&ENGN
I EERN
I GSERVC
I ES
SECTOR C L2500, 5'- AZIMUTH
(E) RRUS-11 TO BE
C2 A2 7" N2100, N1900
REMOVED AND REPLACED AZIMUTH N2500 80°
(1 PER SECTOR, 3 TOTAL) 270°
SECTOR C 0"
6'-
AZIMUTH
4'-8"
6'-9"
ANT 1
ANT 2
ANT 3
240°
ANT 4
C1
SECTOR C C2
AZIMUTH L700, L600,
N600, L2100, 3"
280° 5'-
ANT 4
ANT 3
L1900, G1900, 1 05/05/21 100% CONSTRUCTION DRAWINGS
ANT 2
GCA
1
ANT
B1 LAWS3, N2100, REV DATE DESCRIPTION INT
(E) RRUS-31 B25 4T4R TO BE (N) NOKIA AEHC (1 PER SECTOR,
REMOVED AND REPLACED, SECTOR B N1900 B1 3 TOTAL) MOUNTED ONTO
(1 PER SECTOR, 3 TOTAL) AZIMUTH L2500, (E) ANTENNA PIPE MOUNT
N2500
108° 1 1
B2 (N) T-MOBILE AHLOA RRU (1 PER SECTOR B D-1 D-3
SECTOR, 3 TOTAL) MOUNTED
ON (E) MOUNTING PIPE
AZIMUTH
SECTOR B 4 2 150°
AZIMUTH D-1 D-3
128°
May 04, 2021
(N) (2) T-MOBILE HCS 2.0 HYBRID
TRUNK CABLE WITH BREAKOUT
FEATURE
4 5
D-3 D-3 IT IS A VIOLATION OF LAW FOR ANY PERSON,
UNLESS THEY ARE ACTING UNDER THE DIRECTION
OF A LICENSED PROFESSIONAL ENGINEER,
TO ALTER THIS DOCUMENT.
A5E0026A (KC03XC168)
LAWRENCE HILL TOWER
1250 N 1800 RD
LAWRENCE, KS 66044
OUTDOOR (TOWER)
SHEET TITLE
EXISTING AND PROPOSED
N N ANTENNA PLANS
SHEET NUMBER
W E W E
S S
A-4
EXISTING ANTENNA PLAN 24"x36" SCALE: 3/8" = 1'-0"
11"x17" SCALE: 3/16" = 1'-0" 2' 1' 0" 2' 2 PROPOSED ANTENNA PLAN 24"x36" SCALE: 3/8" = 1'-0"
11"x17" SCALE: 3/16" = 1'-0" 2' 1' 0" 2' 1NOTES TO CONTRACTOR:
1. CONTRACTOR IS TO REFER TO MOST CURRENT RADIO FREQUENCY DATA SHEET
(RFDS) PRIOR TO CONSTRUCTION
2. CABLE LENGTHS WERE DETERMINED BASED ON VISUAL INSPECTION DURING
SITE-WALK. CONTRACTOR TO VERIFY ACTUAL LENGTH DURING
PRE-CONSTRUCTION WALK
(E)ANTENNA&CABLESCHEDULE REMOTE RADIO UNITS (RRU'S)
ANTENNA QTY. RRU LOCATION RRU MINIMUM CLEARANCES DC CABLE 12980 FOSTER STREET, SUITE 200
RAD CABLE
SECTOR AZIMUTH TMA / RRU CABLE TYPE ANTENNA RRU TYPE (DISTANCE FROM OVERLAND PARK, KS 66213
CENTER LENGTH (E) (N) ABOVE BELOW SIDES LENGTH AWG
MANUFACTURER MODEL TECHNOLOGY HEIGHT WEIGHT ANTENNA)
(1) RRUS-31 B25 NOKIA AHFIG (AT ANTENNA) 1
A1 RFS RFS APXVERR18-C - 72.0" 62.5 lbs 0° 250'-0" 4T4R
ALPHA
(1) RRUS-11 NOKIA AHLOA (AT ANTENNA) 1
A1
(1) FZHJ NOKIA RRUS-31 B25 4T4R (TO BE REMOVED) 1
A2 COMMSCOPE TTTT65AP-1XR - 63.386" 50.265 lbs 25° 250'-0"
PLANS PREPARED BY:
ERICSSON RRUS-11 (TO BE REMOVED) 1
(1) RRUS-31 B25
B1 RFS RFS APXVERR18-C - 72.0" 62.5 lbs 108° 250'-0" 4T4R
FZHJ (TO BE REMOVED) 1
(1) RRUS-11
BETA
(E) 1 5/8” COAX CABLE A2
300'
(E) FIBER CABLE
B2 COMMSCOPE TTTT65AP-1XR - 63.386" 50.265 lbs 128° 250'-0" (1) FZHJ
NOKIA AHFIG (AT ANTENNA) 1
(1) RRUS-31 B25
4T4R NOKIA AHLOA (AT ANTENNA) 1
C1 RFS RFS APXVERR18-C - 72.0" 62.5 lbs 240° 250'-0"
Pramira
GAMMA
(1) RRUS-11 B1
NOKIA RRUS-31 B25 4T4R (TO BE REMOVED) 1
C2 COMMSCOPE TTTT65AP-1XR - 63.386" 50.265 lbs 240° 250'-0" (1) FZHJ ERICSSON RRUS-11 (TO BE REMOVED) 1
ARCHT
IECTURAL&ENGN
I EERN
I GSERVC
I ES
* COAX CABLE LENGTH IS APPROXIMATE FZHJ (TO BE REMOVED) 1
B2
RFDS REV#: 1; DATE: 02/25/2021 (N)ANTENNA&CABLESCHEDULE NOKIA AHFIG (AT ANTENNA) 1
ANTENNA NOKIA AHLOA (AT ANTENNA)
RAD CABLE 1
SECTOR AZIMUTH TMA / RRU CABLE TYPE C1
CENTER LENGTH
MANUFACTURER MODEL TECHNOLOGY HEIGHT WEIGHT NOKIA RRUS-31 B25 4T4R (TO BE REMOVED) 1
NOKIA AEHC L2500/N2500 38.2" 108.0 lbs ERICSSON RRUS-11 (TO BE REMOVED) 1
30° 250'-0" -
A1
ALPHA
FZHJ (TO BE REMOVED) 1 1 05/05/21 100% CONSTRUCTION DRAWINGS
GCA
L700, L600, C2 REV DATE DESCRIPTION INT
N600, L2100, (1) AHLOA
COMMSCOPE FFVV-65C-R3-V1 L1900, G1900, 95.945" 131.8 lbs 0° 250'-0" (1) AHFIG
A2 LAWS3, N2100,
N1900
FIBER OPTIC TRANSMISSION AND DC CABLE
NOKIA AEHC L2500/N2500 38.2" 108.0 lbs 150° 250'-0" - SCHEDULE
B1
FIBER OPTIC TRANSMISSION CABLES
BETA
(N) (2) HCS 2.0 HYBRID
L700, L600, 300'
TRUNK CABLE FROM LTE DUS-41 TO DC6
N600, L2100, (1) AHLOA
COMMSCOPE FFVV-65C-R3-V1 L1900, G1900, 95.945" 131.8 lbs 80° 250'-0"
May 04, 2021
(1) AHFIG PART # QTY LENGTH
B2 LAWS3, N2100,
N1900 ALPHA
HCS 2.0 HYBRID TRUNK 2 (N)
NOKIA AEHC L2500/N2500 38.2" 108.0 lbs 270° 250'-0" - BETA 300'
CABLE
C1
GAMMA
GAMMA
L700, L600,
N600, L2100, (1) AHLOA * EACH FBL98B-002-XXX (12) PAIR FIBER TRUNK IT IS A VIOLATION OF LAW FOR ANY PERSON,
COMMSCOPE FFVV-65C-R3-V1 L1900, G1900, 95.945" 131.8 lbs 280° 250'-0" UNLESS THEY ARE ACTING UNDER THE DIRECTION
(1) AHFIG CABLE TRANSMITS SIGNAL FOR UP TO (12) RRU'S OF A LICENSED PROFESSIONAL ENGINEER,
C2 LAWS3, N2100, TO ALTER THIS DOCUMENT.
N1900
* COAX CABLE LENGTH IS APPROXIMATE
A5E0026A (KC03XC168)
LAWRENCE HILL TOWER
1250 N 1800 RD
LAWRENCE, KS 66044
OUTDOOR (TOWER)
SHEET TITLE
ANTENNA AND RRU
SCHEDULES
SHEET NUMBER
A-5
ANTENNA AND RRU SCHEDULES 1(E) BEACON LIGHT NOTE:
ALL ELECTRICAL IN THE AREA SHALL BE
CLEANED-UP AND ANY UNUSED
ELECTRICAL WILL BE REMOVED.
(E) LIGHTNING
ROD
NOTE:
SAFETY MITIGATION IN COMPLIANCE WITH
OSHA COMMUNICATION TOWER BEST
(E) DISH ANTENNA
PRACTICES
(TYP.)
(E) OMNI ANTENNA
(TYP.)
12980 FOSTER STREET, SUITE 200
OVERLAND PARK, KS 66213
(E) RRUS-11 TO BE REMOVED
AND REPLACED
(1 PER SECTOR, 3 TOTAL)
(E) SPRINT ANTENNA (TYP.)
TO BE REMOVED AND REPLACED PLANS PREPARED BY:
(2 PER SECTOR, 6 TOTAL)
(N) T-MOBILE AHLOA RRU
MOUNTED ON (E) PIPE MOUNT,
C2 B1 B2
B2 B1 (1 PER SECTOR, 3 TOTAL)
(N) T-MOBILE (NOKIA AEHC)
3'-0" PANEL ANTENNA MOUNTED
(N) T-MOBILE (COMMSCOPE - FFVV-65C-R3-V1) ONTO (E) ANTENNA PIPE MOUNT
Pramira
8'-0" PANEL ANTENNA, (1 PER SECTOR, 3 TOTAL) (1 PER SECTOR, 3 TOTAL)
MOUNTED ONTO (E) ANTENNA MOUNT
ARCHT
IECTURAL&ENGN
I EERN
I GSERVC
I ES
(E) RRUS-31 B25 4T4R TO BE
TOP OF (E) 300'-0" SELF SUPPORT TOWER
TOP OF (E) 300'-0" SELF SUPPORT TOWER
REMOVED AND REPLACED,
(N) T-MOBILE AHFIG RRU MOUNTED ON
(1 PER SECTOR, 3 TOTAL)
(E) PIPE MOUNT, (1 PER SECTOR, 3 TOTAL)
(E) FZHJ TO BE REMOVED
AND REPLACED,
(1 PER SECTOR, 3 TOTAL)
300'-0"
300'-0"
(E) 300'-0" SELF
SUPPORT TOWER
RAD CENTER OF (N) T-MOBILE PANEL ANTENNAS
RAD CENTER OF (E) T-MOBILE PANEL ANTENNAS
1 05/05/21 100% CONSTRUCTION DRAWINGS
GCA
TOP OF (N) T-MOBILE PANEL ANTENNA
TOP OF (E) T-MOBILE PANEL ANTENNA
REV DATE DESCRIPTION INT
(N) (2) T-MOBILE HCS 2.0 HYBRID TRUNK
CABLE WITH BREAKOUT FEATURE
(E) 300'-0" SELF
SUPPORT TOWER
(E) 1 5/8” COAX CABLE
254'-0"
253'-0"
250'-0"
250'-0"
May 04, 2021
IT IS A VIOLATION OF LAW FOR ANY PERSON,
(E) EQUIPMENT UNLESS THEY ARE ACTING UNDER THE DIRECTION
OF A LICENSED PROFESSIONAL ENGINEER,
SHELTER TO ALTER THIS DOCUMENT.
(E) ICE BRIDGE, TYP.
(E) CABINETS ON A5E0026A (KC03XC168)
(E) CONCRETE PAD LAWRENCE HILL TOWER
(E) CHAIN LINK
1250 N 1800 RD
FENCE (TYP.) (N) T-MOBILE LB3 CABINET LAWRENCE, KS 66044
OUTDOOR (TOWER)
(E) EQUIPMENT
SHELTER
SHEET TITLE
ELEVATIONS
SHEET NUMBER
FINISH FINISH
GRADE GRADE
A-6
EXISTING SOUTH ELEVATION 24"x36" SCALE: 1/8" = 1'-0"
11"x17" SCALE: 1/16" = 1'-0" 8' 6' 4' 2' 0" 8' 2 PROPOSED SOUTH ELEVATION 24"x36" SCALE: 1/8" = 1'-0"
11"x17" SCALE: 1/16" = 1'-0" 8' 6' 4' 2' 0" 8' 1(E) BEACON LIGHT NOTE:
ALL ELECTRICAL IN THE AREA SHALL BE
CLEANED-UP AND ANY UNUSED
ELECTRICAL WILL BE REMOVED.
(E) LIGHTNING
ROD
NOTE:
SAFETY MITIGATION IN COMPLIANCE WITH
OSHA COMMUNICATION TOWER BEST
(E) DISH ANTENNA
PRACTICES
(TYP.)
(E) OMNI ANTENNA
(TYP.)
12980 FOSTER STREET, SUITE 200
OVERLAND PARK, KS 66213
(E) RRUS-11 TO BE
REMOVED AND
REPLACED
(1 PER SECTOR, 3 TOTAL)
(E) SPRINT ANTENNA (TYP.)
TO BE REMOVED AND REPLACED (N) T-MOBILE AHLOA RRU PLANS PREPARED BY:
(2 PER SECTOR, 6 TOTAL) MOUNTED ON (E) PIPE MOUNT,
(1 PER SECTOR, 3 TOTAL)
B2 A2 A1 C1
A2 A1 C2 (N) T-MOBILE (NOKIA AEHC)
3'-0" PANEL ANTENNA MOUNTED
ONTO (E) ANTENNA PIPE MOUNT
(1 PER SECTOR, 3 TOTAL)
(N) T-MOBILE (COMMSCOPE -
FFVV-65C-R3-V1) 8'-0" PANEL
Pramira
ANTENNA, (1 PER SECTOR, 3 TOTAL)
MOUNTED ONTO (E) ANTENNA MOUNT
ARCHT
IECTURAL&ENGN
I EERN
I GSERVC
I ES
(E) RRUS-31 B25 4T4R TO BE
TOP OF (E) 300'-0" SELF SUPPORT TOWER
TOP OF (E) 300'-0" SELF SUPPORT TOWER
REMOVED AND REPLACED, (N) T-MOBILE AHFIG RRU MOUNTED ON
(1 PER SECTOR, 3 TOTAL) (E) PIPE MOUNT, (1 PER SECTOR, 3 TOTAL)
(E) FZHJ TO BE REMOVED
AND REPLACED, (1 PER
SECTOR, 3 TOTAL)
(E) 300'-0" SELF
300'-0"
300'-0"
SUPPORT TOWER
(N) (2) T-MOBILE HCS 2.0 HYBRID TRUNK
CABLE WITH BREAKOUT FEATURE
RAD CENTER OF (N) T-MOBILE PANEL ANTENNAS
RAD CENTER OF (E) T-MOBILE PANEL ANTENNAS
1 05/05/21 100% CONSTRUCTION DRAWINGS
GCA
TOP OF (N T-MOBILE PANEL ANTENNA
TOP OF (E) T-MOBILE PANEL ANTENNA
REV DATE DESCRIPTION INT
(E) 300'-0" SELF
SUPPORT TOWER
254'-0"
253'-0"
(E) 1 5/8” COAX CABLE
250'-0"
250'-0"
May 04, 2021
(E) CHAIN LINK
FENCE (TYP.)
IT IS A VIOLATION OF LAW FOR ANY PERSON,
(E) EQUIPMENT UNLESS THEY ARE ACTING UNDER THE DIRECTION
OF A LICENSED PROFESSIONAL ENGINEER,
SHELTER TO ALTER THIS DOCUMENT.
(E) CABINETS ON
(E) CONCRETE PAD
A5E0026A (KC03XC168)
LAWRENCE HILL TOWER
(E) ICE BRIDGE, TYP.
1250 N 1800 RD
(N) (1) T-MOBILE HPL3 600A LAWRENCE, KS 66044
(E) EQUIPMENT SITE SUPPORT CABINET OUTDOOR (TOWER)
SHELTER
SHEET TITLE
ELEVATIONS
SHEET NUMBER
FINISH FINISH
GRADE GRADE
A-7
EXISTING NORTH ELEVATION 24"x36" SCALE: 1/8" = 1'-0"
11"x17" SCALE: 1/16" = 1'-0" 8' 6' 4' 2' 0" 8' 2 PROPOSED NORTH ELEVATION 24"x36" SCALE: 1/8" = 1'-0"
11"x17" SCALE: 1/16" = 1'-0" 8' 6' 4' 2' 0" 8' 1You can also read
