SITE PLAN -1250 W. Ustick6/14/21
FINAL CD'S
NP
839612
CM
IDL01003
IDL01003
1250 WEST USTICK ROAD
MERIDIAN, ID 83646
161 Inverness Drive West 2nd floor
Englewood, Colorado 80112
PREPARED FOR:
REV DESCRIPTIONDATE
SHEET TITLE:
SHEET NUMBER:
CHECKED BY:
DRAWN BY:
BU NO:
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.
Tower Owner:
AT&T Site ID:
Licensor:
Issued For:
AT&T SITE NO:
A&E:
at&t
2055 SOUTH STEARMAN DRIVE
CHANDLER, AZ 85286
B RAD CENTER CHANGE04/23/21
A 4/07/21 PRELIMINARY CD'S
C RAD CENTER CHANGE06/01/21
0 SUBMITTAL CD'S06/03/21
0A 6/14/21 SUBMITTAL CD'S
TIM ALEX A N D E RSIGNED,
EXPIRES, 28 FEB 2023
SHEET INDEX PROJECT INFORMATION
APPROVALS
APPROVED BY:INITIALS:DATE:
VENDOR:
LEASING / LANDLORD:
R.F.:
ZONING:
CONSTRUCTION:
POWER / TELCO:
PG&E:
CODE COMPLIANCE
PROJECT DESCRIPTION PROJECT TEAM
GENERAL CONTRACTOR NOTES
DO NOT SCALE DRAWINGS
THESE DRAWINGS ARE FORMATTED TO BE FULL SIZE AT 24" x 36".
CONTRACTOR SHALL VERIFY ALL PLANS AND EXISTING DIMENSIONS AND
CONDITIONS ON THE JOBSITE AND SHALL IMMEDIATELY NOTIFY THE
ARCHITECT/ENGINEER IN WRITING OF ANY DISCREPANCIES BEFORE
PROCEEDING WITH THE WORK OR MATERIAL ORDERS OR BE
RESPONSIBLE FOR THE SAME.
DIRECTIONS FROM AT&T
Property Information:
Site Name: MERIDIAN RELO 2
Site Number: IDL01003
FA#: 15468575
Site Address: 1250 WEST USTICK ROAD
MERIDIAN, ID 83646
A.P.N. Number: R9532190560
Current Use: UNMANNED TELECOMMUNICATIONS SITE
Proposed Use: UNMANNED TELECOMMUNICATIONS SITE
Jurisdiction: CITY OF MERIDIAN
Latitude: ƍ Ǝ1
Longitude: ƍƎ:
Ground Elevation: 2,733.7' FT. AMSL
DISABLED ACCESS REQUIREMENTS
FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION, ACCESSIBILITY ACCESS IS
NOT REQUIRED, IN ACCORDANCE WITH CALIFORNIA BUILDING CODE, CODE OF
REGULATIONS, TITLE 24, PART 2, VOLUME 1, CHAPTER 11B, DIVISION 2, SECTION
11B-203.5
OCCUPANCY AND CONSTRUCTION TYPE
OCCUPANCY : U (UNMANNED)
CONSTRUCTION TYPE: V-B
AT&T:TITLE SHEET
T-1
VICINITY MAP
1. ANCHOR BOLTS WET-SET INTO CONCRETE
2. EXPANSION BOLTS INTO EXISTING CONCRETE
3. HIGH STRENGTH BOLTING
4. WELDING
5. STEEL REINFORCEMENT / REBAR PLACEMENT
6. STEEL MATERIAL VERIFICATION
SOILS ENGINEER TO INSPECT DRILLED PIERS
SPECIAL INSPECTIONS
REV
SITE TYPE: MONOPOLE / WIC
at&t
SITE NUMBER: IDL01003
SITE NAME: MERIDIAN RELO 2
1250 WEST USTICK ROAD
MERIDIAN, ID 83646
JURISDICTION: CITY OF MERIDIAN
FA#: 15468575
USID: 300903
PACE#: MRUTH044492
USID: 300903
Project: NSB
RFDS ID: 4375498
PROJECTS
LTE 1C
LTE 2C
LTE 3C
LTE 4C
LTE 5C
TITLE SHEETT-1
OVERALL SITE PLAN - EXTERIOR EQUIPMENT WICA-1
MONOPOLE NORTH ELEVATIONSA-4.1
A-4.2
EXISTING COMPOUND PLAN - EXTERIOR EQUIPMENT WICA-2
ANTENNA PLAN & DETAILS - MONOPOLEA-3
0A
MONOPOLE WEST ELEVATIONS
PROPOSED COMPOUND PLAN - EXTERIOR EQUIPMENT WICA-2.1
INTERIOR WIC LAYOUT - INTERIOR EQUIPMENT WICA-2.2
GENERAL NOTESGN-1
GENERAL NOTESGN-2
GENERAL NOTESGN-3
GENERAL NOTESGN-4
GENERAL NOTESGN-5
GENERAL NOTESGN-6
SITE SIGNAGEGN-7
A-5 DETAILS
A-5.1 DETAILS
S-1 STRUCTURAL PLAN & DETAILS
E-1 GENERAL ELECTRICAL/GROUNDING NOTES
E-2 UTILITY SITE PLAN
E-3 POWER ONE-LINE DIAGRAM
E-4 BATTERY DETAILS & SPECIFICATIONS
G-1 GROUNDING PLAN
G-2 GROUNDING DETAILS
G-3 GROUNDING DETAILS
G-4 GROUNDING DETAILS
ALL WORK AND MATERIALS SHALL BE PERFORMED AND INSTALLED IN ACCORDANCE
WITH THE CURRENT EDITIONS OF THE FOLLOWING CODES AS ADOPTED BY THE LOCAL
GOVERNING AUTHORITIES. NOTHING IN THESE PLANS IS TO BE CONSTRUED TO PERMIT
WORK NOT CONFORMING TO THESE CODES.
1.2015 INTERNATIONAL BUILDING CODE (IBC)
2.2015 INTERNATIONAL FIRE CODE (IFC)
3.2015 INTERNATIONAL MECHANICAL CODE (IMC)
4.2015 INTERNATIONAL PLUMBING CODE (IPC)
5.2014 NATIONAL ELECTRICAL CODE (NEC)
6.ICC/ANSI A117.1, CRS 9-5-101, AS AMENDED
7.2015 NFPA 101, LIFE SAFETY CODE
8.2016 NFPA 72, NATIONAL FIRE ALARM CODE
9.2016 NFPA 13, FIRE SPRINKLER CODE
Power Agency:
IDAHO POWER
ph: 1-800-488-6151
Telephone Agency:
PENDING
ph: PENDING
Property Owner:
CROWN CASTLE TOWERS 09 LL
POST OFFICE BOX 203469 C/O
CROWN CASTLE INVESTMENT
CORP SOLE
HOUSTON, TX 77216-3469
NEW SITE BUILD UNMANNED TELECOMMUNICATIONS FACILITY.
1.BRING POWER / FIBER TO SITE LOCATION
2.ADD AT&T APPROVED WALK IN CABINET (WIC) AND ASSOCIATED
INTERIOR EQUIPMENT
3.ADD (1) 30KW AC DIESEL GENERATOR
4.ADD (1) NEW GPS UNIT
5.ADD (3) VFA12-HD-WLL SECTOR MOUNTS ON (E) MONOPOLE
6.ADD (6) ANTENNAS, (2) PER SECTOR
7.ADD (15) RRHs, (5) PER SECTOR
8.ADD (3) DC6 SURGE SUPPRESSORS, (1) PER SECTOR
9.ADD (6) DC TRUNKS
10.ADD (3) FIBER TRUNKS
DIRECTIONS FROM AT&T's OFFICE AT 161 INVERNESS DR W, ENGLEWOOD, CO 80112:
1.TAKE I-84 TO EXIT 44. HEAD NORTH ON S MERIDIAN RD 1.9 MILES TURN LEFT ON W USTICK RD 0.8
MILES. SITE IS ON YOUR RIGHT BEHIND HOUSE.
SITE
S-2 STRUCTURAL PLAN & DETAILS
S-3 GENERATOR DETAILS
LTE 6C
ARCHITECT / ENGINEER:
TELCYTE INFRASTRUCTURE SERVICES
ADDRESS: 3450 N HIGLEY RD - SUITE 102
CITY, STATE ZIP: MESA, AZ 85215
CONTACT: CHRISTIAN MUELLER
EMAIL: cmueller@telcyte.com
PH: (720) 244-6013
CONSTRUCTION MANAGER:
AT&T MOBILITY CORP.
ADDRESS: 161 INVERNESS DRIVE W 2ND FLOOR
CITY, STATE ZIP: ENGLEWOOD, CO 80112
CONTACT: REID POST
EMAIL: RP836C@ATT.COM
PH: (720) 838-4228
RF ENGINEER:
AT&T MOBILITY CORP.
ADDRESS: 161 INVERNESS DRIVE W 2ND FLOOR
CITY, STATE ZIP: ENGLEWOOD, CO 80112
CONTACT: SHAD RYDALCH
EMAIL: JR129E@US.ATT.COM
PH: (208) 317-0011
APPLICANT / LESSEE:
PROJECT MANAGER
AT&T MOBILITY CORP.
ADDRESS: 161 INVERNESS DRIVE W 2ND FLOOR
CITY, STATE ZIP: ENGLEWOOD, CO 80112
CONTACT: JAN ROBINETTE
EMAIL: jr103n@att.com
PH: (801) 201-4173
TOWER OWNER:
CROWN CASTLE
ADDRESS: 2055 STEARMAN DR.
CITY, STATE ZIP: CHANDLER, AZ 85286
CONTACT: KRISTEN LEONARD
EMAIL: Kristen.Leonard@crowncastle.com
PH: (412) 952-1614
SURVEY & WIC ATTACHMENT DETAILS
ADDED AS ADDENDUM
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0A
0A
0A
0A
0A
0A
0A
0A
0A
0A
0A
0A
0A
0A
0A
0A
0A
0A
0A
0A
0A
0A
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6/14/21
FINAL CD'S
NP
839612
CM
IDL01003
IDL01003
1250 WEST USTICK ROAD
MERIDIAN, ID 83646
161 Inverness Drive West 2nd floor
Englewood, Colorado 80112
PREPARED FOR:
REV DESCRIPTIONDATE
SHEET TITLE:
SHEET NUMBER:
CHECKED BY:
DRAWN BY:
BU NO:
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.
Tower Owner:
AT&T Site ID:
Licensor:
Issued For:
AT&T SITE NO:
A&E:
at&t
2055 SOUTH STEARMAN DRIVE
CHANDLER, AZ 85286
B RAD CENTER CHANGE04/23/21
A 4/07/21 PRELIMINARY CD'S
C RAD CENTER CHANGE06/01/21
0 SUBMITTAL CD'S06/03/21
0A 6/14/21 SUBMITTAL CD'S
TIM ALEX A N D E RSIGNED,
EXPIRES, 28 FEB 2023
GENERAL
NOTES
GN-1
GENERAL CONSTRUCTION NOTES:
GENERAL CONSTRUCTION
1. FOR THE PURPOSE OF CONSTRUCTION DRAWINGS, THE FOLLOWING DEFINITIONS SHALL APPLY:
GENERAL CONTRACTOR: T.B.D.
CONTRACTOR: T.B.D.
OWNER: AT&T
2. ALL SITE WORK SHALL BE COMPLETED AS INDICATED ON THE DRAWINGS AND AT&T PROJECT
SPECIFICATIONS.
3.GENERAL CONTRACTOR SHALL VISIT THE SITE AND SHALL FAMILIARIZE HIMSELF WITH ALL
CONDITIONS AFFECTING THE PROPOSED WORK AND SHALL MAKE PROVISIONS. GENERAL
CONTRACTOR SHALL BE RESPONSIBLE FOR FAMILIARIZING HIMSELF WITH ALL CONTRACT
DOCUMENTS, FIELD CONDITIONS, DIMENSIONS, AND CONFIRMING THAT THE WORK MAY BE
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.
4. ALL MATERIALS FURNISHED AND INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL
APPLICABLE CODES, REGULATIONS, AND ORDINANCES. GENERAL CONTRACTOR SHALL ISSUE
ALL APPROPRIATE NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, RULES, REGULATIONS,
AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY REGARDING THE PERFORMANCE OF WORK.
5.ALL WORK CARRIED OUT SHALL COMPLY WITH ALL APPLICABLE MUNICIPAL AND UTILITY
COMPANY SPECIFICATIONS AND LOCAL JURISDICTIONAL CODES, ORDINANCES, AND
APPLICABLE REGULATIONS.
6. UNLESS NOTED OTHERWISE, THE WORK SHALL INCLUDE FURNISHING MATERIALS, EQUIPMENT,
APPURTENANCES, AND LABOR NECESSARY TO COMPLETE ALL INSTALLATIONS AS INDICATED
ON THE DRAWINGS.
7. PLANS ARE NOT TO BE SCALED. THESE PLANS ARE INTENDED TO BE A DIAGRAMMATIC OUTLINE
ONLY UNLESS OTHERWISE NOTED. DIMENSIONS SHOWN ARE TO FINISH SURFACES UNLESS
OTHERWISE NOTED. SPACING BETWEEN EQUIPMENT IS THE MINIMUM REQUIRED CLEARANCE.
THEREFORE, IT IS CRITICAL TO FIELD VERIFY DIMENSIONS, SHOULD THERE BE ANY QUESTIONS
REGARDING THE CONTRACT DOCUMENTS, THE CONTRACTOR SHALL BE RESPONSIBLE FOR
OBTAINING A CLARIFICATION FROM THE ENGINEER PRIOR TO PROCEEDING WITH THE WORK.
DETAILS ARE INTENDED TO SHOW DESIGN INTENT. MODIFICATIONS MAY BE REQUIRED TO SUIT
JOB DIMENSIONS OR CONDITIONS AND SUCH MODIFICATIONS SHALL BE INCLUDED AS PART OF
WORK AND PREPARED BY THE ENGINEER PRIOR TO PROCEEDING WITH WORK.
8. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH
MANUFACTURER'S RECOMMENDATIONS UNLESS SPECIFICALLY STATED OTHERWISE.
9. IF THE SPECIFIED EQUIPMENT CANNOT BE INSTALLED AS SHOWN ON THESE DRAWINGS, THE
CONTRACTOR SHALL PROPOSE AN ALTERNATIVE INSTALLATION SPACE FOR APPROVAL BY THE
ENGINEER PRIOR TO PROCEEDING.
10. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY OF WORK AREA, ADJACENT
AREAS AND BUILDING OCCUPANTS THAT ARE LIKELY TO BE AFFECTED BY THE WORK UNDER
THIS CONTRACT. WORK SHALL CONFIRM TO ALL OSHA REQUIREMENTS AND THE LOCAL
JURISDICTION.
11. GENERAL CONTRACTOR SHALL COORDINATE WORK AND SCHEDULE WORK ACTIVITIES WITH
OTHER DISCIPLINES.
12. ERECTION SHALL BE DONE IN A WORKMANLIKE MANNER BY COMPETENT EXPERIENCED
WORKMAN IN ACCORDANCE WITH APPLICABLE CODES AND THE BEST ACCEPTED PRACTICE. ALL
MEMBERS SHALL BE LAID PLUMB AND TRUE AS INDICATED ON THE DRAWINGS.
13. SEAL PENETRATIONS THROUGH FIRE RATED AREAS WITH UL LISTED MATERIALS APPROVED BY
LOCAL JURISDICTION. CONTRACTOR SHALL KEEP AREA CLEAN, HAZARD FREE, AND DISPOSE OF
ALL DEBRIS.
14. WORK PREVIOUSLY COMPLETED IS REPRESENTED BY LIGHT SHADED LINES AND NOTES. THE
SCOPE OF WORK FOR THIS PROJECT IS REPRESENTED BY DARK SHADED LINES AND NOTES.
CONTRACTOR SHALL NOTIFY THE GENERAL CONTRACTOR OF ANY EXISTING CONDITIONS THAT
DEVIATE FROM THE DRAWINGS PRIOR TO BEGINNING CONSTRUCTION.
15. CONTRACTOR SHALL PROVIDE WRITTEN NOTICE TO THE CONSTRUCTION MANAGER 48 HOURS
PRIOR TO COMMENCEMENT OF WORK.
16. THE CONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS, PAVEMENTS, CURBS,
LANDSCAPING AND STRUCTURES. ANY DAMAGED PART SHALL BE REPAIRED AT CONTRACTOR'S
EXPENSE TO THE SATISFACTION OF THE OWNER.
17. THE CONTRACTOR SHALL CONTACT UTILITY LOCATING SERVICES PRIOR TO THE START OF
CONSTRUCTION.
18. GENERAL CONTRACTOR SHALL COORDINATE AND MAINTAIN ACCESS FOR ALL TRADES AND
CONTRACTORS TO THE SITE AND/OR BUILDING.
19. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR SECURITY OF THE SITE FOR THE
DURATION OF CONSTRUCTION UNTIL JOB COMPLETION.
20. THE GENERAL CONTRACTOR SHALL MAINTAIN IN GOOD CONDITION ONE COMPLETE SET OF
PLANS WITH ALL REVISIONS, ADDENDA, AND CHANGE ORDERS ON THE PREMISES AT ALL TIMES.
21. THE GENERAL CONTRACTOR SHALL PROVIDE PORTABLE FIRE EXTINGUISHERS WITH A RATING
OF NOT LESS THAN 2-A OT 2-A:10-B:C AND SHALL BE WITHIN 25 FEET OF TRAVEL DISTANCE TO
ALL PORTIONS OF WHERE THE WORK IS BEING COMPLETED DURING CONSTRUCTION.
22. ALL EXISTING ACTIVE SEWER, WATER, GAS, ELECTRIC, AND OTHER UTILITIES SHALL BE
PROTECTED AT ALL TIMES, AND WHERE REQUIRED FOR THE PROPER EXECUTION OF THE
WORK, SHALL BE RELOCATED AS DIRECTED BY THE ENGINEER AND RF. EXTREME CAUTION
SHOULD BE USED BY THE CONTRACTOR WHEN EXCAVATING OR DRILLING PIERS AROUND OR
NEAR UTILITIES. CONTRACTOR SHALL PROVIDE SAFETY TRAINING FOR THE WORKING CREW.
THIS SHALL INCLUDE BUT NOT BE LIMITED TO A) FALL PROTECTION, B) CONFINED SPACE, C)
ELECTRICAL SAFETY, AND D) TRENCHING & EXCAVATION.
23. ALL EXISTING INACTIVE SEWER, WATER, GAS, ELECTRIC, AND OTHER UTILITIES, WHICH
INTERFERE WITH THE EXECUTION OF THE WORK, SHALL BE REMOVED, CAPPED, PLUGGED OR
OTHERWISE DISCONNECTED AT POINTS WHICH WILL NOT INTERFERE WITH THE EXECUTION OF
THE WORK, AS DIRECTED BY THE RESPONSIBLE ENGINEER, AND SUBJECT TO THE APPROVAL OF
THE OWNER AND/OR LOCAL UTILITIES.
24. THE AREAS OF THE OWNER'S PROPERTY DISTURBED BY THE WORK AND NOT COVERED BY THE
TOWER, EQUIPMENT OR DRIVEWAY, SHALL BE GRADED TO A UNIFORM SLOPE, AND STABILIZED
TO PREVENT EROSION.
25. CONTRACTOR SHALL MINIMIZE DISTURBANCE TO THE EXISTING SITE DURING CONSTRUCTION.
EROSION CONTROL MEASURES, IF REQUIRED DURING CONSTRUCTION, SHALL BE IN
CONFORMANCE WITH THE FEDERAL AND LOCAL JURISDICTION FOR EROSION AND SEDIMENT
CONTROL.
26. NO FILL OR EMBANKMENT MATERIAL SHALL BE PLACED ON FROZEN GROUNDING. FROZEN
MATERIALS, SNOW OR ICE SHALL NOT BE PLACED IN ANY FILL OR EMBANKMENT.
27. THE SUBGRADE SHALL BE BROUGHT TO A SMOOTH UNIFORM GRADE AND COMPACTED TO 95
PERCENT STANDARD PROCTOR DENSITY UNDER PAVEMENT AND STRUCTURES AND 80
PERCENT STANDARD PROCTOR DENSITY IN OPEN SPACE. ALL TRENCHES IN PUBLIC RIGHT OF
WAY SHALL BE BACKFILLED WITH FLOWABLE FILL OR OTHER MATERIAL PRE-APPROVED BY THE
LOCAL JURISDICTION.
28. ALL NECESSARY RUBBISH, STUMPS, DEBRIS, STICKS, STONES, AND OTHER REFUSE SHALL BE
REMOVED FROM THE SITE AND DISPOSED OF IN A LAWFUL MANNER.
29. ALL BROCHURES, OPERATING AND MAINTENANCE MANUALS, CATALOGS, SHOP DRAWINGS, AND
OTHER DOCUMENTS SHALL BE TURNED OVER TO THE GENERAL CONTRACTOR AT COMPLETION
OF CONSTRUCTION AND PRIOR TO PAYMENT.
30. CONTRACTOR SHALL SUBMIT A COMPLETE SET OF AS-BUILT REDLINES TO THE GENERAL
CONTRACTOR UPON COMPLETION OF PROJECT AND PRIOR TO FINAL PAYMENT.
31. CONTRACTOR SHALL LEAVE PREMISES IN A CLEAN CONDITION.
32. THE PROPOSED FACILITY WILL BE UNMANNED AND DOES NOT REQUIRE POTABLE WATER OR
SEWER SERVICE, AND IS NOT FOR HUMAN HABITAT (NO HANDICAP ACCESS REQUIRED).
33. OCCUPANCY IS LIMITED TO PERIODIC MAINTENANCE AND INSPECTION, APPROXIMATELY 2 TIMES
PER MONTH, BY AT&T TECHNICIANS.
34. NO OUTDOOR STORAGE OR SOLID WASTE CONTAINERS ARE PROPOSED.
35. ALL MATERIAL SHALL BE FURNISHED AND WORK SHALL BE PERFORMED IN ACCORDANCE WITH
THE LATEST REVISION AT&T MOBILITY GROUNDING STANDARD "TECHNICAL SPECIFICATION FOR
CONSTRUCTION OF GSM/GPRS WIRELESS SITES" AND "TECHNICAL SPECIFICATION FOR FACILITY
GROUNDING". IN CASE OF A CONFLICT BETWEEN THE CONSTRUCTION SPECIFICATION AND THE
DRAWINGS, THE DRAWINGS SHALL GOVERN.
36. CONTRACTORS SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS AND INSPECTIONS
REQUIRED FOR CONSTRUCTION. IF CONTRACTOR CANNOT OBTAIN A PERMIT, THEY MUST
NOTIFY THE GENERAL CONTRACTOR IMMEDIATELY.
37. CONTRACTOR SHALL REMOVE ALL TRASH AND DEBRIS FROM THE SITE ON A DAILY BASIS.
38. INFORMATION SHOWN ON THESE DRAWINGS WAS OBTAINED FROM SITE VISITS AND/OR
DRAWINGS PROVIDED BY THE SITE OWNER. CONTRACTORS SHALL NOTIFY THE ENGINEER OF
ANY DISCREPANCIES PRIOR TO ORDERING MATERIAL OR PROCEEDING WITH CONSTRUCTION.
39. NO WHITE STROBE LIGHTS ARE PERMITTED. LIGHTING IF REQUIRED, WILL MEET FAA
STANDARDS AND REQUIREMENTS.
40. ALL COAXIAL CABLE INSTALLATIONS TO FOLLOW MANUFACTURER'S INSTRUCTIONS AND
RECOMMENDATIONS.
ANTENNA MOUNTING
41. DESIGN AND CONSTRUCTION OF ANTENNA SUPPORTS SHALL CONFORM TO CURRENT
ANSI/TIA-222 OR APPLICABLE LOCAL CODES.
42. ALL STEEL MATERIALS SHALL BE GALVANIZED AFTER FABRICATION IN ACCORDANCE WITH ASTM
A123 "ZINC (HOT-DIP GALVANIZED) COATINGS ON IRON AND STEEL PRODUCTS", UNLESS NOTED
OTHERWISE.
43. ALL BOLTS, ANCHORS AND MISCELLANEOUS HARDWARE SHALL BE GALVANIZED IN
ACCORDANCE WITH ASTM A153 "ZINC-COATING (HOT-DIP) ON IRON AND STEEL HARDWARE",
UNLESS NOTED OTHERWISE.
44. DAMAGED GALVANIZED SURFACES SHALL BE REPAIRED BY COLD GALVANIZING IN
ACCORDANCE WITH ASTM A780.
45. ALL ANTENNA MOUNTS SHALL BE INSTALLED WITH LOCK NUTS, DOUBLE NUTS AND SHALL BE
TORQUED TO MANUFACTURER'S RECOMMENDATIONS.
56. ALL GROUNDING HARDWARE SHALL BE TIGHTENED UNTIL THE LOCK WASHER
COLLAPSES AND THE GROUNDING HARDWARE IS NO LONGER LOOSE.
57. ALL DIN TYPE CONNECTIONS SHALL BE TIGHTENED TO 18-22 LB-FT (24.4 - 29.8 NM).
58. ALL N TYPE CONNECTIONS SHALL BE TIGHTENED TO 15-20 LB-IN (1.7 - 2.3 NM).
FIBER & POWER CABLE MOUNTING
46. CONTRACTOR SHALL INSTALL ANTENNA PER MANUFACTURER'S
RECOMMENDATION FOR INSTALLATION AND GROUNDING.
47. ALL UNUSED PORTS ON ANY ANTENNA SHALL BE COVERED WITH CONCEALOR
&$3:,7+3523(5:($7+(53522),1*25%(7(50,1$7(':,7+$ȍ/2$'
48. PRIOR TO SETTING ANTENNA AZIMUTHS AND DOWNTILTS, ANTENNA
CONTRACTOR SHALL CHECK THE ANTENNA MOUNT FOR TIGHTNESS AND ENSURE
THAT THEY ARE PLUMB. ANTENNA AZIMUTHS SHALL BE SET FROM TRUE NORTH
$1'%(25,(17(':,7+,1$6'(),1('%<7+(5)'6$17(11$'2:17,/76
6+$//%(:,7+,1$6'(),1('%<7+(5)'65()(5721'
49. JUMPERS WHERE REQUIRED MUST TERMINATE TO OPPOSITE POLARIZATION'S IN
EACH SECTOR.
50. CONTRACTOR SHALL RECORD THE SERIAL #, SECTOR, AND POSITION OF EACH
AT&T COMPONENT
51. TMA'S SHALL BE MOUNTED ON PIPE DIRECTLY BEHIND ANTENNAS AS CLOSE TO
ANTENNA AS FEASIBLE IN A VERTICAL POSITION (IF REQUIRED).
TORQUE REQUIREMENTS
52. ALL RF CONNECTIONS SHALL BE TIGHTENED BY A TORQUE WRENCH.
53. ALL RF CONNECTIONS, GROUNDING HARDWARE AND ANTENNA HARDWARE SHALL
HAVE A TORQUE MARK INSTALLED IN A CONTINUOUS STRAIGHT LINE FROM BOTH
SIDES OF THE CONNECTION.
A. RF CONNECTION BOTH SIDES OF THE CONNECTOR.
B. GROUNDING AND ANTENNA HARDWARE ON THE NUT SIDE STARTING FROM THE
THREADS TO THE SOLID SURFACE. EXAMPLE OF SOLID SURFACE: GROUND BAR,
ANTENNA BRACKET METAL.
54. ALL 8M ANTENNA HARDWARE SHALL BE TIGHTENED TO 9 LB-FT (12 NM).
55. ALL 12M ANTENNA HARDWARE SHALL BE TIGHTENED TO 43 LB-FT (58 NM).
61.WHEN INSTALLING OPTIC FIBER TRUNK CABLES OR TYPE TC-ER CABLES
INTO CONDUITS, NFPA 70 (NEC) ARTICLE 300 RULES SHALL APPLY.
60.THE TYPE TC-ER CABLES SHALL BE INSTALLED INTO CONDUITS, CHANNEL CABLE
TRAYS, OR CABLE TRAY AND SHALL BE SECURED AT INTERVALS NOT EXCEEDING
(6) SIX FEET. AN EXCEPTION; WHERE TYPE TC-ER CABLES ARE NOT SUBJECT TO
PHYSICAL DAMAGE, CABLES SHALL BE PERMITTED TO MAKE A TRANSITION
BETWEEN CONDUITS, CHANNEL CABLE TRAYS, OR CABLE TRAY WHICH ARE
SERVING UTILIZATION EQUIPMENT OR DEVICES, A DISTANCE (6) SIX FEET SHALL
NOT BE EXCEEDED WITHOUT CONTINUOUS SUPPORTING. NFPA 70 (NEC) ARTICLES
336 AND 392 RULES SHALL APPLY.
59.THE FIBER OPTIC TRUNK CABLES SHALL BE INSTALLED INTO CONDUITS, CHANNEL
CABLE TRAYS, OR CABLE TRAY. WHEN INSTALLING FIBER OPTIC TRUNK CABLES
INTO A CABLE TRAY SYSTEM, THEY SHALL BE INSTALLED INTO AN INTER DUCT AND
A PARTITION BARRIER SHALL BE INSTALLED BETWEEN THE 600 VOLT CABLES AND
THE INTER DUCT IN ORDER TO SEGREGATE CABLE TYPES. OPTIC FIBER TRUNK
CABLES SHALL HAVE APPROVED CABLE RESTRAINTS EVERY (6) SIX FEET AND
SECURELY FASTENED TO THE CABLE TRAY SYSTEM. NFPA 70 (NEC) ARTICLE 770
RULES SHALL APPLY.
6/14/21
FINAL CD'S
NP
839612
CM
IDL01003
IDL01003
1250 WEST USTICK ROAD
MERIDIAN, ID 83646
161 Inverness Drive West 2nd floor
Englewood, Colorado 80112
PREPARED FOR:
REV DESCRIPTIONDATE
SHEET TITLE:
SHEET NUMBER:
CHECKED BY:
DRAWN BY:
BU NO:
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.
Tower Owner:
AT&T Site ID:
Licensor:
Issued For:
AT&T SITE NO:
A&E:
at&t
2055 SOUTH STEARMAN DRIVE
CHANDLER, AZ 85286
B RAD CENTER CHANGE04/23/21
A 4/07/21 PRELIMINARY CD'S
C RAD CENTER CHANGE06/01/21
0 SUBMITTAL CD'S06/03/21
0A 6/14/21 SUBMITTAL CD'S
TIM ALEX A N D E RSIGNED,
EXPIRES, 28 FEB 2023
GENERAL
NOTES
GN-2
DRAWING ABBREVIATIONS
AFF
AGL
APPROX APPROXIMATELY
AZ
BLDG
CM
CAB
CL
CLG
CLR
CO
CONC
COND
CONST
CONT
D/C
DEMO
AZIMUTH
BUILDING
CONSTRUCTION MANAGER
CABINET
CENTERLINE
CEILING
CLEAR
COPPER
CONCRETE
CONDUIT
CONSTRUCTION
CONTINUOUS
DRAFTER/CHECKER
DEMOLISH
',$25',$0(7(5
DIM
DN
DTL
DWG
EA
ELECT
ELEV
EQ
EQUIP
EXT
FIN
FLR
FRP
FT
GA
GALV
GC
GLB
GWB
GR
GRND
HVAC
HORIZ
HT
IBC
ID
IN
INSUL
INT
JBOX
DETAIL
DRAWING
EACH
ELECTRICAL
ELEVATION
EQUAL
EQUIPMENT
EXTERIOR
FINISH
FLOOR
FIBERGLASS REINFORCED POLYMER
FOOT, FEET
GAUGE
GALVANIZED
GENERAL CONTRACTOR
GLULAM BEAM
GYPSUM WALL BOARD
GRADE
GROUND
DIMENSION
DOWN
AWG
AC
ABOVE FINISH FLOOR
ABOVE GRADE LEVEL
AMERICAN WIRE GAUGE
AIR CONDITIONING
LF
MAX
MECH
MFR
MGR
MIN
MISC
MTL
MW
NEC
NIC
NTS
N/A
OC
OD
OP
OT
OPP
PL
PM
PROJ
PROP
PT
RF
RO
ROW
RRU
REQ
SBTC
SF
SHT
SPEC
SQ
SS
STL
LINEAR FEET
MAXIMUM
MECHANICAL
MANUFACTURER
MANAGER
MINIMUM
MISCELLANEOUS
METAL
MICROWAVE
NATIONAL ELECTRICAL CODE
NOT IN CONTRACT
NOT TO SCALE
NOT APPLICABLE
ON CENTER
OUTSIDE DIAMETER
OVERHEAD POWER
OVERHEAD FIBER
OPPOSITE
PROPERTY LINE
PLYWD PLYWOOD
PROJECT MANAGER
PROJECT
PROPERTY
PRESSURE TREATED
RADIO-FREQUENCY
ROUGH OPENING
RIGHT OF WAY
REMOTE RADIO UNIT
REQUIRED
SOLID BARE TINNED COPPER
SQUARE FEET
SHEET
SPECIFICATION
SQUARE
STAINLESS STEEL
STEEL
STRUCT STRUCTURE, STRUCTURAL
TOC
TOM
THRU
TYP
HEATING/VENTING/AIR CONDITIONING UBC
HORIZONTAL
HEIGHT
UG
UNO
INTERNATIONAL BUILDING CODE
INSIDE DIAMETER
INCH
INSULATION
INTERIOR
JUNCTION BOX
LB(S) OR # POUND(S)
UP
UF
VIF
VERT
WP
W/
W/O
TOP OF CONCRETE
TOP OF MASONRY
THROUGH
TYPICAL
UNIFORM BUILDING CODE
UNDERGROUND
UNLESS NOTED OTHERWISE
UNDERGROUND POWER
UNDERGROUND FIBER
VERIFY IN FIELD
VERTICAL
WATERPROOF
WITH
WITHOUT
CHAIN LINK FENCE
WOOD/WROUGHT IRON FENCE
WALL STRUCTURE
LEASE AREA
PROPERTY LINE (PL)
SETBACKS
ICE BRIDGE
CABLE TRAY
WATER LINE
UNDERGROUND POWER
UNDERGROUND TELCO
OVERHEAD POWER
OVERHEAD TELCO
UNDERGROUND TELCO/POWER
ABOVE GROUND POWER
ABOVE GROUND TELCO
ABOVE GROUND TELCO/POWER
UG-P
UG-T
OH-P
OH-T
UG-P
UG-T
OH-P
OH-T
CHEMICAL ELECTROLYTIC GROUNDING SYSTEM
TEST CHEMICAL ELECTROLYTIC GROUNDING SYSTEM
EXOTHERMIC WITH INSPECTION SLEEVE
GROUNDING BAR
GROUND ROD
TEST GROUND ROD WITH INSPECTION SLEEVE
SINGLE POLE SWITCH
DUPLEX RECEPTACLE
DUPLEX GFCI RECEPTACLE
FLUORESCENT LIGHTING FIXTURE
SMOKE DETECTION (DC)
EMERGENCY LIGHTING (DC)
SECURITY LIGHT W/PHOTOCELL
EXOTHERMIC CONNECTION
MECHANICAL CONNECTION
GENERAL CONSTRUCTION NOTES CONTINUED:
COAXIAL CABLE NOTES
GENERAL CABLE AND EQUIPMENT NOTES
74. IF REQUIRED TO PAINT ANTENNAS AND/OR COAX:
$7(03(5$785(6+$//%($%29()
B. PAINT COLOR MUST BE APPROVED BY BUILDING OWNER/LANDLORD.
C. FOR REGULATED TOWERS, FAA/FCC APPROVED PAINT IS REQUIRED.
D. DO NOT PAINT OVER COLOR CODING OR ON EQUIPMENT MODEL NUMBERS.
76.ALL PROPOSED GROUND BAR DOWNLEADS ARE TO BE TERMINATED TO THE EXISTING ADJACENT
GROUND BAR DOWNLEADS A MINIMUM DISTANCE OF 4'-0" BELOW GROUND BAR. TERMINATIONS
MAY BE EXOTHERMIC OR COMPRESSION.
77.THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ANTENNA AND THE
COAX CONFIGURATION IS THE CORRECT MAKE AND MODELS, PRIOR TO INSTALLATION.
78.ALL CONNECTIONS FOR HANGERS, SUPPORTS, BRACING, ETC. SHALL BE INSTALLED PER
TOWER MANUFACTURER'S SPECIFICATION & RECOMMENDATIONS.
79.ANTENNA CONTRACTOR SHALL FURNISH AND INSTALL A 12'-0" T-BOOM SECTOR ANTENNA
MOUNT, IF APPLICABLE, INCLUDING ALL HARDWARE.
73.ALL OUTDOOR RF CONNECTORS/CONNECTIONS SHALL BE WEATHERPROOFED, EXCEPT THE
RET CONNECTORS, USING BUTYL TAPE AFTER INSTALLATION AND FINAL CONNECTIONS ARE
MADE. BUTYL TAPE SHALL HAVE A MINIMUM OF ONE-HALF TAPE WIDTH OVERLAP ON EACH
TURN AND EACH LAYER SHALL BE WRAPPED THREE TIMES. WEATHERPROOFING SHALL BE
SMOOTH WITHOUT BUCKLING. BUTYL BLEEDING IS NOT ALLOWED. SELF BONDING TAPE AND
PLASTIC ENCLOSURES ALSO PERMITTED PER ATT-002-290-041 SECTION 7.
72.CONTRACTOR SHALL REFERENCE THE TOWER STRUCTURAL ANALYSIS/DESIGN DRAWINGS
FOR DIRECTIONS ON CABLE DISTRIBUTION/ROUTING.
71.ALL CONNECTIONS FOR HANGERS, SUPPORTS, BRACING, ETC. SHALL BE INSTALLED PER
TOWER MANUFACTURER'S RECOMMENDATIONS.
70.CONTRACTOR SHALL BE RESPONSIBLE TO VERIFY ANTENNA, TMAS, DIPLEXERS, AND
COAX CONFIGURATION, MAKE AND MODELS PRIOR TO INSTALLATION.
62.TYPES AND SIZES OF THE ANTENNA CABLE ARE BASED ON ESTIMATED LENGTHS. PRIOR TO
ORDERING CABLE, CONTRACTOR SHALL VERIFY ACTUAL LENGTH BASED ON CONSTRUCTION
LAYOUT AND NOTIFY THE PROJECT MANAGER IF ACTUAL LENGTHS EXCEED ESTIMATED LENGTHS.
63.CONTRACTOR SHALL VERIFY THE DOWN-TILT OF EACH ANTENNA WITH A DIGITAL LEVEL.
64.CONTRACTOR SHALL CONFIRM COAX COLOR CODING PRIOR TO CONSTRUCTION. REFER TO
"ANTENNA SYSTEM LABELING STANDARD" ND-00027 LATEST VERSION.
65.CONTRACTOR SHALL FOLLOW ALL MANUFACTURER'S RECOMMENDATIONS REGARDING BOTH THE
INSTALLATION AND GROUNDING OF ALL COAXIAL CABLES, CONNECTORS, ANTENNAS, AND ALL
OTHER EQUIPMENT.
66.CONTRACTOR SHALL WEATHERPROOF ALL ANTENNA CONNECTORS WITH SELF AMALGAMATING
TAPE WEATHERPROOFING SHALL BE COMPLETED IN STRICT ACCORDANCE WITH AT&T
STANDARDS..
6/14/21
FINAL CD'S
NP
839612
CM
IDL01003
IDL01003
1250 WEST USTICK ROAD
MERIDIAN, ID 83646
161 Inverness Drive West 2nd floor
Englewood, Colorado 80112
PREPARED FOR:
REV DESCRIPTIONDATE
SHEET TITLE:
SHEET NUMBER:
CHECKED BY:
DRAWN BY:
BU NO:
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.
Tower Owner:
AT&T Site ID:
Licensor:
Issued For:
AT&T SITE NO:
A&E:
at&t
2055 SOUTH STEARMAN DRIVE
CHANDLER, AZ 85286
B RAD CENTER CHANGE04/23/21
A 4/07/21 PRELIMINARY CD'S
C RAD CENTER CHANGE06/01/21
0 SUBMITTAL CD'S06/03/21
0A 6/14/21 SUBMITTAL CD'S
TIM ALEX A N D E RSIGNED,
EXPIRES, 28 FEB 2023
GENERAL
NOTES
GN-3
GENERAL SITE WORK & DRAINAGE NOTES:
PART 1 - GENERAL
CLEARING, GRUBBING, STRIPPING, EROSION CONTROL, SURVEY, LAYOUT, SUBGRADE PREPARATION
AND FINISH GRADING AS REQUIRED TO COMPLETE THE PROPOSED WORK SHOWN IN THESE PLANS.
1.1 REFERENCES:
A. DOT (STATE DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR HIGHWAY
CONSTRUCTION-CURRENT EDITION).
B. ASTM (AMERICAN SOCIETY FOR TESTING AND MATERIALS).
C. OSHA (OCCUPATION SAFETY AND HEALTH ADMINISTRATION).
1.2 INSPECTION AND TESTING:
A. FIELD TESTING OF EARTHWORK COMPACTION AND CONCRETE CYLINDERS SHALL BE
PERFORMED BY SUBCONTRACTORS INDEPENDENT TESTING LAB. THIS WORK TO BE
COORDINATED BY THE SUBCONTRACTOR.
B. ALL WORK SHALL BE INSPECTED AND RELEASED BY THE GENERAL CONTRACTOR WHO SHALL
CARRY OUT THE GENERAL INSPECTION OF THE WORK WITH SPECIFIC CONCERN TO PROPER
PERFORMANCE OF THE WORK AS SPECIFIED AND/OR CALLED FOR ON THE DRAWINGS. IT IS
THE SUBCONTRACTOR'S RESPONSIBILITY TO REQUEST TIMELY INSPECTIONS PRIOR TO
PROCEEDING WITH FURTHER WORK THAT WOULD MAKE PARTS OF WORK INACCESSIBLE OR
DIFFICULT TO INSPECT.
1.3 SITE MAINTENANCE AND PROTECTION:
A. PROVIDE ALL NECESSARY JOB SITE MAINTENANCE FROM COMMENCEMENT OF WORK UNTIL
COMPLETION OF THE SUBCONTRACT.
B. AVOID DAMAGE TO THE SITE AND TO EXISTING FACILITIES, STRUCTURES, TREES, AND SHRUBS
DESIGNATED TO REMAIN. TAKE PROTECTIVE MEASURES TO PREVENT EXISTING FACILITIES
THAT ARE NOT DESIGNATED FOR REMOVAL FROM BEING DAMAGED BY THE WORK.
C. KEEP SITE FREE OF ALL PONDING WATER.
D. PROVIDE EROSION CONTROL MEASURES IN ACCORDANCE WITH STATE DOT AND EPA
REQUIREMENTS.
E. PROVIDE AND MAINTAIN ALL TEMPORARY FENCING, BARRICADES, WARNING SIGNALS AND
SIMILAR DEVICES NECESSARY TO PROTECT AGAINST THEFT FROM PROPERTY DURING THE
ENTIRE PERIOD OF CONSTRUCTION. REMOVE ALL SUCH DEVICES UPON COMPLETION OF THE
WORK.
F. EXISTING UTILITIES: DO NOT INTERRUPT EXISTING UTILITIES SERVING FACILITIES OCCUPIED BY
THE OWNER OR OTHERS, EXCEPT WHEN PERMITTED IN WRITING BY THE ENGINEER AND THEN
ONLY AFTER ACCEPTABLE TEMPORARY UTILITY SERVICES HAVE BEEN PROVIDED.
1. PROVIDE A MINIMUM 48-HOUR NOTICE TO THE ENGINEER AND RECEIVE WRITTEN NOTICE TO
PROCEED BEFORE INTERRUPTING ANY UTILITY SERVICE.
PART 2 - PRODUCTS
2.1 SUITABLE BACKFILL: ASTM D2321 (CLASS I, II, III OR IVA) FREE FROM FROZEN LUMPS, REFUSE,
STONES OR ROCKS LARGER THAN 3 INCHES IN ANY DIMENSION OR OTHER MATERIAL THAT MAY
MAKE THE INORGANIC MATERIAL UNSUITABLE FOR BACKFILL.
2.2 NON-POROUS GRANULAR EMBANKMENT AND BACKFILL: ASTM D2321 (CLASS III, IVA OR IVB)
COARSE AGGREGATE. FREE FROM FROZEN LUMPS, REFUSE, STONES OR ROCKS LARGER THAN 3
INCHES IN ANY DIMENSION OR OTHER MATERIAL THAT MAY MAKE THE INORGANIC MATERIAL
UNSUITABLE FOR BACKFILL.
2.3 POROUS GRANULAR EMBANKMENT AND BACKFILL: ASTM D2321 (CLASS IA, IB OR II) COARSE
AGGREGATE FREE FROM FROZEN LUMPS, REFUSE, STONES OR ROCKS LARGER THAN 3 INCHES IN
ANY DIMENSION OR OTHER MATERIAL THAT MAY MAKE THE INORGANIC MATERIAL UNSUITABLE
FOR BACKFILL.
2.4 SELECT STRUCTURAL FILL: GRANULAR FILL MATERIAL MEETING THE REQUIREMENTS OF ASTM
E850-95. FOR USE AROUND AND UNDER STRUCTURES WHERE STRUCTURAL FILL MATERIAL ARE
REQUIRED.
2.5 GRANULAR BEDDING AND TRENCH BACKFILL: WELL-GRADED SAND MEETING THE GRADATION
REQUIREMENTS OF ASTM D2487 (SE OR SW-SM).
2.6 COARSE AGGREGATE FOR ACCESS ROAD SUBBASE COURSE SHALL CONFORM TO ASTM D2940.
2.7 UNSUITABLE MATERIAL: HIGH AND MODERATELY PLASTIC SILTS AND CLAYS (LL>45). MATERIAL
CONTAINING REFUSE, FROZEN LUMPS, DEMOLISHED BITUMINOUS MATERIAL, VEGETATIVE
MATTER, WOOD, STONES IN EXCESS OF 3 INCHES IN ANY DIMENSION, AND DEBRIS AS
DETERMINED BY THE CONSTRUCTION MANAGER. TYPICAL THESE WILL BE SOILS CLASSIFIED BY
ASTM AS PT, MH, CH, OH, ML, AND OL.
2.8 GEOTEXTILE FABRIC: MIRAFI 500X OR ENGINEERED APPROVED EQUAL.
A. UTILITY TRENCHES SHALL BE EXCAVATED TO THE LINES AND GRADES SHOWN ON THE
DRAWINGS OR AS DIRECTED BY THE GENERAL CONTRACTOR. PROVIDE SHORING, SHEETING
AND BRACING AS REQUIRED TO PREVENT CAVING OR SLOUGHING OF THE TRENCH WALLS.
B. EXTEND THE TRENCH WIDTH A MINIMUM OF 6 INCHES BEYOND THE OUTSIDE EDGE OF THE
OUTERMOST CONDUIT.
C. WHEN SOFT YIELDING, OR OTHERWISE UNSTABLE SOIL CONDITIONS ARE ENCOUNTERED,
BACKFILL AT THE REQUIRED TRENCH TO A DEPTH OF NO LESS THAN 12 INCHES BELOW THE
REQUIRED ELEVATION AND BACKFILL WITH GRANULAR BEDDING MATERIAL.
2.9 PLASTIC MARKING TAPE: SHALL BE ACID AND ALKALI RESISTANT POLYETHYLENE FILM
SPECIFICALLY MANUFACTURED FOR MARKING AND LOCATING UNDERGROUND UTILITIES, 6
INCHES WIDE WITH A MINIMUM THICKNESS OF 0.004 INCH. TAPE SHALL HAVE MINIMUM STRENGTH
OF 1500 PSI IN BOTH DIRECTIONS AND MANUFACTURED WITH INTEGRAL CONDUCTORS, FOIL
BACKING OR OTHER MEANS TO ENABLE DETECTION BY A METAL DETECTOR WHEN BURIED UP TO
3 FEET DEEP. THE METALLIC CORE OF THE TAPE SHALL BE ENCASED IN A PROTECTIVE JACKET
OR PROVIDED WITH OTHER MEANS TO PROTECT IT FROM CORROSION. TAPE COLOR SHALL BE
RED FOR ELECTRIC UTILITIES AND ORANGE FOR TELECOMMUNICATION UTILITIES.
PART 3 - EXECUTION
3.1 GENERAL:
A. BEFORE STARTING GENERAL SITE PREPARATION ACTIVITIES, INSTALL EROSION AND SEDIMENT
CONTROL MEASURES. THE WORK AREA SHALL BE CONSTRUCTED AND MAINTAINED IN SUCH
CONDITION THAT IN THE EVENT OF RAIN THE SITE WILL BE DRAINED AT ANY TIME.
B. BEFORE ALL SURVEY, LAYOUT, STAKING, AND MARKING, ESTABLISH AND MAINTAIN ALL LINES,
GRADES, ELEVATIONS AND BENCHMARKS NEEDED FOR EXECUTION OF THE WORK.
C. CLEAR AND GRUB THE AREA WITHIN THE LIMITS OF THE SITE. REMOVE TREES, BRUSH,
STUMPS, RUBBISH AND OTHER DEBRIS AND VEGETATION RESTING ON OR PROTRUDING
THROUGH THE SURFACE OF THE SITE AREA TO BE CLEARED.
1. REMOVE THE FOLLOWING MATERIALS TO A DEPTH OF NO LESS THAN 12 INCHES BELOW THE
ORIGINAL GROUND SURFACE: ROOTS, STUMPS, AND OTHER DEBRIS, BRUSH, AND REFUSE
EMBEDDED IN OR PROTRUDING THROUGH THE GROUND SURFACE, RAKE, DISK OR PLOW
THE AREA TO A DEPTH OF NO LESS THAN 6 INCHES, AND REMOVE TO A DEPTH OF 12 INCHES
ALL ROOTS AND OTHER DEBRIS THEREBY EXPOSED.
2. REMOVE TOPSOIL MATERIAL COMPLETELY FROM THE SURFACE UNTIL THE SOIL NO LONGER
MEETS THE DEFINITION OF TOPSOIL. AVOID MIXING TOPSOIL WITH SUBSOIL OR OTHER
UNDESIRABLE MATERIALS.
3. EXCEPT WHERE EXCAVATION TO GREATER DEPTH IS INDICATED, FILL DEPRESSIONS
RESULTING FROM CLEARING, GRUBBING AND DEMOLITION WORK COMPLETELY WITH
SUITABLE FILL.
A. REMOVE FROM THE SITE AND DISPOSE IN AN AUTHORIZED LANDFILL ALL DEBRIS RESULTING
FROM CLEARING AND GRUBBING OPERATIONS. BURNING WILL NOT BE PERMITTED.
B. PRIOR TO EXCAVATING, THOROUGHLY EXAMINE THE AREA TO BE EXCAVATED AND/OR
TRENCHED TO VERIFY THE LOCATIONS OF FEATURES INDICATED ON THE DRAWINGS AND TO
ASCERTAIN THE EXISTENCE AND LOCATION OF ANY STRUCTURE, UNDERGROUND STRUCTURE,
OR OTHER ITEM NOT SHOWN THAT MIGHT INTERFERE WITH THE PROPOSED CONSTRUCTION.
NOTIFY THE CONSTRUCTION MANAGER OF ANY OBSTRUCTIONS THAT WILL PREVENT
ACCOMPLISHMENT OF THE WORK AS INDICATED ON THE DRAWINGS.
C. SEPARATE AND STOCK PILE ALL EXCAVATED MATERIALS SUITABLE FOR BACKFILL. ALL EXCESS
EXCAVATED AND UNSUITABLE MATERIALS SHALL BE DISPOSED OF OFF-SITE IN A LEGAL
MANNER.
3.2 BACKFILL:
A. AS SOON AS PRACTICAL, AFTER COMPLETING CONSTRUCTION OF THE RELATED STRUCTURE,
INCLUDING EXPIRATION OF THE SPECIFIED MINIMUM CURING PERIOD FOR CAST-IN-PLACE
CONCRETE, BACKFILL THE EXCAVATION WITH APPROVED MATERIAL TO RESTORE THE
REQUIRED FINISHED GRADE.
1. PRIOR TO PLACING BACKFILL AROUND STRUCTURES, ALL FORMS SHALL BE REMOVED AND
THE EXCAVATION CLEANED OF ALL TRASH, DEBRIS, AND UNSUITABLE MATERIALS.
2. BACKFILL BY PLACING AND COMPACTING SUITABLE BACKFILL MATERIAL OR SELECT
GRANULAR BACKFILL MATERIAL WHEN REQUIRED IN UNIFORM HORIZONTAL LAYERS OF NO
GREATER THAN 8-INCHES LOOSE THICKNESS AND COMPACTED. WHERE HAND OPERATED
COMPACTORS ARE USED, THE FILL MATERIAL SHALL BE PLACED IN LIFTS NOT TO EXCEED 4
INCHES IN LOOSE DEPTH AND COMPACTED.
3. WHENEVER THE DENSITY TESTING INDICATES THAT THE CONTRACTOR HAS NOT OBTAINED
THE SPECIFIED DENSITY, THE SUCCEEDING LAYER SHALL NOT BE PLACED UNTIL THE
SPECIFICATION REQUIREMENTS ARE MET UNLESS OTHERWISE AUTHORIZED BY THE
GEOTECHNICAL ENGINEER. THE CONTRACTOR SHALL TAKE WHATEVER APPROPRIATE
ACTION IS NECESSARY, SUCH AS DISKING AND DRYING, ADDING WATER, OR INCREASING
THE COMPACTIVE EFFORT TO MEET THE MINIMUM COMPACTION REQUIREMENTS.
B. THOROUGHLY COMPACT EACH LAYER OF BACKFILL TO A MINIMUM OF 95 PERCENT OF THE
MAXIMUM DRY DENSITY AS PROVIDED BY THE STANDARD PROCTOR TEST, ASTM D 698.
3.3 TRENCH EXCAVATION:
3.4 TRENCH BACKFILL:
A. PROVIDE GRANULAR BEDDING MATERIAL IN ACCORDANCE WITH THE DRAWINGS AND
THE UTILITY REQUIREMENTS.
B. NOTIFY THE GENERAL CONTRACTOR 24 HOURS IN ADVANCE OF BACKFILLING.
C. CONDUCT UTILITY CHECK TESTS BEFORE BACKFILLING. BACKFILL AND COMPACT
TRENCH BEFORE ACCEPTANCE TESTING.
D. PLACE GRANULAR TRENCH BACKFILL UNIFORMLY ON BOTH SIDES OF THE CONDUITS
IN 6-INCH UNCOMPACTED LIFTS UNTIL 12 INCHES OVER THE CONDUITS. SOLIDLY RAM
AND TAMP BACKFILL INTO SPACE AROUND CONDUITS.
E. PROTECT CONDUIT FROM LATERAL MOVEMENT, IMPACT DAMAGE, OR UNBALANCED
LOADING.
F. ABOVE THE CONDUIT EMBEDMENT ZONE, PLACE AND COMPACT SATISFACTORY
BACKFILL MATERIAL IN 8-INCH MAXIMUM LOOSE THICKNESS LIFTS TO RESTORE THE
REQUIRED FINISHED SURFACE GRADE.
G. COMPACT FINAL TRENCH BACKFILL TO A DENSITY EQUAL TO OR GREATER THAN THAT
OF THE EXISTING UNDISTURBED MATERIAL IMMEDIATELY ADJACENT TO THE TRENCH
BUT NO LESS THAN A MINIMUM OF 95 PERCENT OF THE MAXIMUM DRY DENSITY AS
PROVIDED BY THE STANDARD PROCTOR TEST, ASTM D 698.
3.5 AGGREGATE ACCESS ROAD:
A. CLEAR, GRUB, STRIP AND EXCAVATE FOR THE ACCESS ROAD TO THE LINES AND
GRADES INDICATED ON THE DRAWINGS. SCARIFY TO A DEPTH OF 6 INCHES AND
PROOF-ROLL. ALL HOLES, RUTS, SOFT PLACES AND OTHER DEFECTS SHALL BE
CORRECTED.
B. THE ENTIRE SUBGRADE SHALL BE COMPACTED TO NOT LESS THAN 95 PERCENT OF
THE MAXIMUM DRY DENSITY AS PROVIDED BY THE MODIFIED PROCTOR TEST, ASTM D
1557.
C. AFTER PREPARATION OF THE SUBGRADE IS COMPLETE THE GEOTEXTILE FABRIC
(MIRAFI 500Xi) SHALL BE INSTALLED TO THE LIMITS INDICATED ON THE DRAWINGS BY
ROLLING THE FABRIC OUT LONGITUDINALLY ALONG THE ROADWAY. THE FABRIC SHALL
NOT BE DRAGGED ACROSS THE SUBGRADE. PLACE THE ENTIRE ROLL IN A SINGLE
OPERATION, ROLLING OUT AS SMOOTHLY AS POSSIBLE.
1. OVERLAPS PARALLEL TO THE ROADWAY WILL BE PERMITTED AT THE CENTERLINE
AND AT LOCATIONS BEYOND THE ROADWAY SURFACE WIDTH (I.E. WITHIN THE
SHOULDER WIDTH) ONLY. NO LONGITUDINAL OVERLAPS SHALL BE LOCATED
BETWEEN THE CENTERLINE AND THE SHOULDER. PARALLEL OVERLAPS SHALL BE A
MINIMUM OF 3 FEET WIDE.
2. TRANSVERSE (PERPENDICULAR TO THE ROADWAY) OVERLAPS AT THE END OF A
ROLL SHALL OVERLAP IN THE DIRECTION OF THE AGGREGATE PLACEMENT
(PREVIOUS ROLL ON TOP) AND SHALL HAVE A MINIMUM LENGTH OF 3 FEET.
3. ALL OVERLAPS SHALL BE PINNED WITH STAPLES OR NAILS A MINIMUM OF 10 INCHES
LONG TO INSURE POSITIONING DURING PLACEMENT OF AGGREGATE. PIN
LONGITUDINAL SEAMS AT 25 FOOT CENTERS AND TRANSVERSE SEAMS EVERY 5
FEET.
D. THE AGGREGATE BASE AND SURFACE COURSES SHALL BE CONSTRUCTED IN LAYERS
NOT MORE THAN 4 INCH (COMPACTED) THICKNESS. AGGREGATE TO BE PLACED ON
GEOTEXTILE FABRIC SHALL BE END-DUMPED ON THE FABRIC FROM THE FREE END OF
THE FABRIC OR OVER PREVIOUSLY PLACED AGGREGATE. THE FIRST LIFT SHALL BE
BLADED DOWN TO A THICKNESS OF 8 INCHES PRIOR TO COMPACTION. AT NO TIME
SHALL EQUIPMENT, EITHER TRANSPORTING THE AGGREGATE OR GRADING THE
AGGREGATE, BE PERMITTED ON THE ROADWAY WITH LESS THAN 4 INCHES OF
MATERIAL COVERING THE FABRIC.
E. THE AGGREGATE SHALL BE IMMEDIATELY COMPACTED TO NOT LESS THAN 95
PERCENT OF THE MAXIMUM DRY DENSITY AS PROVIDED BY THE MODIFIED PROCTOR
TEST, ASTM D 1557 WITH A TAMPING ROLLER, OR WITH A PNEUMATIC-TIRED ROLLER,
OR WITH A VIBRATORY MACHINE OR ANY COMBINATION OF THE ABOVE. THE TOP
LAYER SHALL BE GIVEN A FINAL ROLLING WITH A THREE-WHEEL OR TANDEM ROLLER.
3.6 FINISH GRADING:
A. PERFORM ALL GRADING TO PROVIDE POSITIVE DRAINAGE AWAY FROM STRUCTURES
AND SMOOTH, EVEN SURFACE DRAINAGE OF THE ENTIRE AREA WITHIN THE LIMITS OF
CONSTRUCTION. GRADING SHALL BE COMPATIBLE WITH ALL SURROUNDING
TOPOGRAPHY AND STRUCTURES.
B. UTILIZE SATISFACTORY FILL MATERIAL RESULTING FROM THE EXCAVATION WORK IN
THE CONSTRUCTION OF FILLS, EMBANKMENTS AND FOR REPLACEMENT OF REMOVED
UNSUITABLE MATERIALS.
C. ACHIEVE FINISHED GRADE BY PLACING A MINIMUM OF 4 INCHES OF 1/2" - 3/4" CRUSHED
STONE ON TOP SOIL STABILIZER FABRIC.
D. REPAIR ALL ACCESS ROADS AND SURROUNDING AREAS USED DURING THE COURSE
OF THIS WORK TO THEIR ORIGINAL CONDITION.
6/14/21
FINAL CD'S
NP
839612
CM
IDL01003
IDL01003
1250 WEST USTICK ROAD
MERIDIAN, ID 83646
161 Inverness Drive West 2nd floor
Englewood, Colorado 80112
PREPARED FOR:
REV DESCRIPTIONDATE
SHEET TITLE:
SHEET NUMBER:
CHECKED BY:
DRAWN BY:
BU NO:
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.
Tower Owner:
AT&T Site ID:
Licensor:
Issued For:
AT&T SITE NO:
A&E:
at&t
2055 SOUTH STEARMAN DRIVE
CHANDLER, AZ 85286
B RAD CENTER CHANGE04/23/21
A 4/07/21 PRELIMINARY CD'S
C RAD CENTER CHANGE06/01/21
0 SUBMITTAL CD'S06/03/21
0A 6/14/21 SUBMITTAL CD'S
TIM ALEX A N D E RSIGNED,
EXPIRES, 28 FEB 2023
GENERAL
NOTES
GN-4
GENERAL CONCRETE WORK NOTES:
PART 1 - GENERAL
1.1 SCOPE:
A.
1.2REFERENCES:
A.
FORM WORK, REINFORCING STEEL, ACCESSORIES, CAST-IN PLACE CONCRETE, FINISHING,
CURING AND TESTING FOR STRUCTURAL CONCRETE FOUNDATIONS.
PART 3 - EXECUTION
3.1 GENERAL:
A.
B.
C.
ACI (AMERICAN CONCRETE INSTITUTE)
1. ACI 301 SPECIFICATION FOR STRUCTURAL CONCRETE FOR BUILDINGS.
2. ACI 304 RECOMMENDED PRACTICE FOR MEASURING, MIXING, TRANSPORTING AND PLACING
CONCRETE.
3. ACI 305 RECOMMENDED PRACTICE FOR HOT WEATHER CONCRETING.
4. ACI 306 RECOMMENDED PRACTICE FOR COLD WEATHER CONCRETING.
5. ACI 308 STANDARD PRACTICE FOR CURING CONCRETING.
6. ACI 309 STANDARD PRACTICE FOR CONSOLIDATION OF CONCRETE.
7. ACI 318 BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE.
8. ACI 347 RECOMMENDED PRACTICE FOR CONCRETE FORMWORK.
B.
B.
C.
D.
3.2 INSERTS, EMBEDDED COMPONENTS AND OPENINGS:
A.
B.
CONTRACTOR SHALL CHECK ALL CIVIL, ARCHITECTURAL, STRUCTURAL AND ELECTRICAL
DRAWINGS FOR OPENINGS, SLEEVES, ANCHOR BOLTS, INSERTS AND OTHER ITEMS TO BE
BUILT INTO THE CONCRETE WORK.
1.
COORDINATE THE WORK OF OTHER SECTION IN FORMING AND SETTING OPENINGS.
RECESSES, SLOTS, CHASES, ANCHORS, INSERTS AND OTHER ITEMS TO BE EMBEDDED.
EMBEDDED ITEMS SHALL BE SET ACCURATELY IN LOCATION, ALIGNMENT, ELEVATION AND
PLUMBNESS, LOCATE AND MEASURE FROM ESTABLISHED SURVEYED REFERENCE
BENCHMARKS.
EMBEDDED ITEMS SHALL BE ANCHORED INTO PLACE IN A MANNER TO PREVENT MOVEMENT
DURING CONCRETE PLACEMENT AND CONSOLIDATION. COMPONENTS FORMING A PART OF A
COMPLETE ASSEMBLY SHALL BE ALIGNED BEFORE ANCHORING INTO PLACE. PROVIDE
TEMPORARY BRACING, ANCHORAGE, AND TEMPLATES AS REQUIRED TO MAINTAIN THE
SETTING AND ALIGNMENT.
ASTM (AMERICAN SOCIETY FOR TESTING AND MATERIALS). THE APPLICABLE STANDARDS OF
THE AMERICAN SOCIETY FOR TESTING AND MATERIALS ARE LISTED IN THE ACI STANDARDS
AND ARE A PART OF THIS SPECIFICATION.
PART 2 - PRODUCTS
2.1REINFORCING MATERIALS:
A.
B.
3.3 REINFORCEMENT PLACEMENT:
A.
B.
REINFORCING BARS: ASTM A615, GRADE 60, PROPOSED DEFORMED BILLET-STEEL BARS, PLAIN
FINISH.
C.
FURNISH CHAIRS, BOLSTERS, BAR SUPPORTS, SPACERS AS REQUIRED FOR SUPPORT OF
REINFORCING STEEL AND WIRE FABRIC.
2.2 CONCRETE MATERIALS:
A.
B.
D.
PORTLAND CEMENT SHALL BE TYPE II, CONFORMING TO ASTM C-150.
E.
AGGREGATE SHALL CONFORM TO ASTM C-33.
1. FINE AGGREGATE SHALL BE UNIFORMLY GRADED, CLEAN SHARP, WASHED NATURAL, OR CRUSHED
SAND, FREE FROM ORGANIC IMPURITIES.
2. COARSE AGGREGATE SHALL BE NATURAL WASHED GRAVEL OR WASHED CRUSHED ROCK HAVING
HARD, STRONG, DURABLE PIECES, FREE FROM ADHERENT COATINGS.
3. MAXIMUM SIZE OF COARSE AGGREGATE SHALL BE 3/4 INCH IN ACCORDANCE WITH THE
REQUIREMENTS OF ASTM C-33 GRADATION SIZE NO. 67.
C.
D.
WATER USED IN CONCRETE MIX SHALL BE POTABLE, CLEAN, AND FREE FROM OILS, ACIDS,
SALTS, CHLORIDES, ALKALI, SUGAR, VEGETABLE, OR OTHER INJURIOUS SUBSTANCES.
THE CONCRETE SHALL CONTAIN AN AIR-ENTRAINING ADMIXTURE COMPLYING WITH THE
REQUIREMENTS OF ASTM C-260 AND ACI 212. 1R AND A WATER- REDUCING ADMIXTURE
COMPLYING WITH THE REQUIREMENTS OF ASTM C-494 AND ACI 212. 1R. ADMIXTURES SHALL BE
PURCHASED AND BATCHED IN LIQUID SOLUTION. THE USE OF CALCIUM CHLORIDE OR AN
ADMIXTURE CONTAINING CALCIUM CHLORIDE IS PROHIBITED. ADMIXTURES SHALL BE OF THE
SAME MANUFACTURER TO ASSURE COMPATIBILITY. ACCEPTABLE MANUFACTURERS ARE:
1. W.R. GRACE
2. SIKA CORP.
3. MASTER BUILDERS
4. EUCLID CHEMICAL CO.
E.
2.3CONCRETE MIX:
A.
B.
WELDING OF AND TO ANY REINFORCING MATERIALS INCLUDING TACK WELDING OF CROSSING
BARS IS STRICTLY PROHIBITED.
3.4 CONCRETE PLACEMENT:
A.
2.
3.
4.
5.
6.
C.
PLACE REINFORCEMENT ACCORDING TO CHECKED AND RELEASED DRAWINGS AND IN
ACCORDANCE WITH ACI 301 AND ACI 318.
ACCURATELY POSITION, SUPPORT AND SECURE REINFORCEMENT AGAINST DISPLACEMENT
FROM FORM WORK CONSTRUCTION OR CONCRETE PLACEMENT AND CONSOLIDATION.
SUPPORT REINFORCING ON METAL CHAIRS, RUNNERS, BOLSTERS, SPACERS AND HANGERS.
SPLICES OF REINFORCING BARS SHALL BE CLASS B UNLESS SHOWN OTHERWISE ON THE
DRAWINGS. SPLICES SHALL BE STAGGERED. FULL DEVELOPMENT LENGTH SHALL BE
PROVIDED ACROSS JOINTS.
LOCATE REINFORCING TO PROVIDE CONCRETE COVER AND SPACING SHOWN ON THE
DRAWINGS. MINIMUM COVER SHALL BE AS REQUIRED BY ACI 318.
PRIOR TO PLACING CONCRETE, THE FORMS AND REINFORCEMENT SHALL BE THOROUGHLY
INSPECTED; ALL TEMPORARY BRACING, TIES AND CLEATS REMOVED; ALL OPENINGS FOR
UTILITIES PROPERLY BOXED; ALL FORMS PROPERLY SECURED IN THERE CORRECT POSITION
AND MADE TIGHT. ALL REINFORCEMENT AND EMBEDDED ITEMS SHALL BE SECURED IN THEIR
PROPER LOCATIONS. ALL OLD AND DRY CONCRETE AND DIRT SHALL BE CLEANED OFF AND ALL
STANDING WATER AND OTHER FOREIGN MATERIAL REMOVED.
PLACING CONCRETE SHALL BE IN ACCORDANCE WITH ACI 301 AND ACI 304 AND SHALL BE
CARRIED OUT AT SUCH A RATE THAT THE CONCRETE PREVIOUSLY PLACED IS STILL PLASTIC
AND INTEGRATED WITH THE FRESHLY PLACED CONCRETE. CONCRETING ONCE STARTED,
SHALL BE CARRIED ON AS A CONTINUOUS OPERATION UNTIL THE SECTION IS COMPLETED. NO
COLD JOINTS SHALL BE ALLOWED.
C.ALL CONCRETE SHALL BE THOROUGHLY CONSOLIDATED AND COMPACTED BY VIBRATION
SPACING, RODDING, OR FORKING DURING THE OPERATION OF PLACING AND DEPOSITING IN
ACCORDANCE WITH ACI 309. THE CONCRETE SHALL BE THOROUGHLY WORKED AROUND
REINFORCEMENT, EMBEDDED ITEMS, AND INTO THE CORNER OF THE FORMS SO AS TO
ELIMINATE ALL AIR AND STONE POCKETS.
3.5 FINISHING:
A.
CURING COMPOUND SHALL CONFORM TO ASTM C309, TYPE I, ID, CLASS A AND B AND ASTM
C171 AS APPLICABLE.
B.
C.
PROPORTION CONCRETE MIX IN ACCORDANCE WITH REQUIREMENTS OF ACI 301. THE
STRENGTH OF CONCRETE SHALL BE AS INDICATED ON THE DRAWINGS. WHERE STRENGTH IS
NOT CLEARLY INDICATED, CONCRETE OF MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 4000
P.S.I. SHALL BE USED.
B.THE CONCRETE MIX SHALL BE DESIGNED FOR A MAXIMUM SLUMP OF THREE INCHES AT THE
POINT OF DISCHARGE. MIXES OF THE STIFFEST CONSISTENCY THAT CAN BE EFFICIENTLY
PLACED SHALL BE USED.
C.
D.
ALL CONCRETE SHALL HAVE (3) TO FIVE (5) PERCENT ENTRAINED AIR.
ALL STRUCTURAL CONCRETE SHALL CONTAIN A WATER-REDUCING AGENT.
FINISHING OF THE FLOOR SLABS SHALL BE IN ACCORDANCE WITH ACI 302.1 SECTION 7.2 WITH
A MINIMUM OF THREE TROWELINGS. THE SLAB FINISH TOLERANCE AS MEASURED IN
ACCORDANCE WITH ASTM E 1155 SHALL HAVE AN OVERALL TEST NUMBER FOR FLATNESS, FF=
20 AND FOR LEVEL. FL=15. THE MINIMUM LOCAL NUMBER FOR FLATNESS, FF= 15 AND FOR
LEVEL FL=10.
SURFACE OF FLOOR SLAB SHALL RECEIVE TWO COATS OF CLEAR SEALER/HARDNER.
ABOVE GRADE WALL SURFACES SHALL HAVE A SMOOTH FORM FINISH AS DEFINED IN CHAPTER
10 OF ACI 301.
CONCRETE SHALL BE KEPT CONTINUOUSLY MOIST AT LEAST OVERNIGHT, IMMEDIATELY
FOLLOWING THE INITIAL CURING. BEFORE THE CONCRETE HAS DRIED. ADDITIONAL
CURING SHALL BE ACCOMPLISHED BY ONE OF THE FOLLOWING MATERIALS OR
METHODS:
PONDING OR CONTINUOUS SPRINKLING.
ABSORPTIVE MAT OR FABRIC KEPT CONTINUOUSLY WET.
NON-ABSORPTIVE FILM (POLYETHYLENE) OVER PREVIOUSLY SPRINKLED SURFACE.
SAND OR OTHER COVERING KEPT CONTINUOUSLY WET.
CONTINUOUS STEAM (NOT EXCEEDING 150 F) OR VAPOR MIST BATH.
SPRAYED- ON CURING COMPOUND APPLIED IN TWO COATS, SPRAYED IN
PERPENDICULAR DIRECTION
THE FINAL CURING SHALL CONTINUE UNTIL THE CUMULATIVE NUMBER OF DAYS OR
FRACTION THEREOF, NOT NECESSARILY CONSECUTIVE, DURING WHICH TEMPERATURE
OF THE AIR IN CONTACT WITH CONCRETE IS ABOVE 50F HAS TOTALED SEVEN (7) DAYS.
CONCRETE SHALL NOT BE PERMITTED TO FREEZE DURING THE CURING PERIOD. RAPID
DRYING AT THE END OF THE CURING PERIOD SHALL BE PREVENTED.
CONSTRUCT AND ERECT THE FORM WORK IN ACCORDANCE WITH ACI 301 AND ACI 347.
COLD-WEATHER CONCRETING SHALL BE IN ACCORDANCE WITH ACI 306.
HOT-WEATHER CONCRETING SHALL BE IN ACCORDANCE WITH ACI 305.
3.6 CURING:
A.FRESHLY DEPOSITED CONCRETE SHALL BE PROTECTED FROM PREMATURE DRYING
AND EXCESSIVELY HOT AND COLD TEMPERATURES AND SHALL BE MAINTAINED WITH
MINIMUM MOISTURE LOSS AT A RELATIVELY CONSTANT TEMPERATURE FOR A PERIOD
OF TIME NECESSARY FOR THE HYDRATION OF THE CEMENT AND PROPER HARDENING
OF THE CONCRETE.
6/14/21
FINAL CD'S
NP
839612
CM
IDL01003
IDL01003
1250 WEST USTICK ROAD
MERIDIAN, ID 83646
161 Inverness Drive West 2nd floor
Englewood, Colorado 80112
PREPARED FOR:
REV DESCRIPTIONDATE
SHEET TITLE:
SHEET NUMBER:
CHECKED BY:
DRAWN BY:
BU NO:
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.
Tower Owner:
AT&T Site ID:
Licensor:
Issued For:
AT&T SITE NO:
A&E:
at&t
2055 SOUTH STEARMAN DRIVE
CHANDLER, AZ 85286
B RAD CENTER CHANGE04/23/21
A 4/07/21 PRELIMINARY CD'S
C RAD CENTER CHANGE06/01/21
0 SUBMITTAL CD'S06/03/21
0A 6/14/21 SUBMITTAL CD'S
TIM ALEX A N D E RSIGNED,
EXPIRES, 28 FEB 2023
GENERAL
NOTES
GN-5
PART 1 - GENERAL
1.1 SCOPE:
PART 3 - EXECUTION
3.1 FABRICATION:
A. SHOP FABRICATE AND ASSEMBLY MATERIALS AS SPECIFIED HEREIN.
A. PROVIDE FABRICATION AND ERECTION OF STRUCTURAL STEEL AND OTHER ITEMS AS
SHOWN ON THE DRAWINGS OR REQUIRED BY OTHER SECTIONS OF THESE SPECIFICATIONS.
1.2 REFERENCES:
2. ALL EXPOSED STRUCTURAL STEEL SHALL BE HOT DIP GALVANIZED PER ASTM.
A. AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC). MANUAL OF STEEL CONSTRUCTION,
ALLOWABLE STRESS DESIGN (ASD).
B. AMERICAN SOCIETY FOR TESTING AND MATERIALS (ASTM).
ASTM A36: STRUCTURAL STEEL
ASTM A53: PIPE, STEEL BLACK AND HOT DIPPED, ZINC-COATED WELDED AND SEAMLESS.
ASTM A108: STEEL BARS, CARBON, COLD FINISHED, STANDARD QUALITY.
ASTM A123: ZINC (HOT-DIPPED GALVANIZED) COATING ON IRON AND STEEL PRODUCTS.
ASTM A307: CARBON STEEL BOLTS AND STUDS, 60,000 P.S.I. TENSILE STRENGTH.
ASTM A325: HIGH-STRENGTH BOLT FOR STRUCTURAL STEEL JOINTS.
ASTM A490: HEAT-TREATED, STRUCTURAL STEEL BOLTS, 150 (KSI) (1035MPA) TENSILE
STRENGTH.
ASTM A500: COLD-FORMED WELDED AND SEAMLESS CARBON STEEL STRUCTURAL TUBING IN
ROUNDS AND SHAPES.
ASTM A563: CARBON AND ALLOY STEEL NUTS.
ASTM B695: COATINGS OF ZINC MECHANICALLY DEPOSITED ON IRON AND STEEL.
ASTM F436: HARDENED STEEL WASHERS.
ASTM F959: COMPRESSIBLE-WASHER-TYPE DIRECT TENSION INDICATOR FOR USE WITH
STRUCTURAL FASTENERS.
C. AMERICAN WELDING SOCIETY (AWS):
AWS A5.1: COVERED CARBON STEEL ARC WELDING ELECTRODES.
AWS A5.5: LOW ALLOY STEEL COVERED ARC WELDING ELECTRODES.
AWS D1.1: STRUCTURAL WELDING CODE - STEEL.
D. RESEARCH COUNCIL ON STRUCTURAL CONNECTIONS (RCSC): "SPECIFICATIONS FOR
STRUCTURAL JOINTS USING ASTM A325 BOLTS OR ASTM A490 BOLTS." AS ENDORSED BY
AISC.
E. STEEL STRUCTURES PAINTING COUNCIL (SSPC):
SSPC-SP3: POWER TOOL CLEANING.
SSPC-PAINT 11: RED IRON OXIDE, ZINC CHROME, RAW LINSEED OIL OR ALKYD PAINT.
1.3 SUBMITTALS:
A.SUBMIT THE FOLLOWING FOR APPROVAL:
1. FABRICATION AND ERECTION DRAWINGS SHOWING ALL DETAILS, CONNECTIONS,
MATERIAL DESIGNATIONS, AND ALL TOP STEEL ELEVATIONS.
B. WELDERS SHALL BE QUALIFIED AS PRESCRIBED IN AWS D1.1.
PART 2 - PRODUCTS
2.1 STRUCTURAL STEEL:
A. SHAPES, PLATES AND BARS SHALL CONFIRM TO ASTM A36.
B. STRUCTURAL TUBING SHALL CONFIRM TO ASTM A500, GRADE B. STEEL PIPE SHALL CONFIRM
TO ASTM A53, TYPE E OR S, GRADE B.
2.2 ANCHOR BOLTS:
A. ANCHOR BOLTS SHALL CONFIRM TO ASTM A307 WITH HEAVY HEXAGONAL NUTS.
2.3 BOLTS:
A. COMMON (MACHINE) BOLTS SHALL CONFIRM TO ASTM A307 GRADE A AND NUTS TO ASTM
A563. ONE COMMON BOLT ASSEMBLY SHALL CONSIST OF A BOLT. A HEAVY HEX NUT AND A
HARDENED WASHER.
B. HIGH-STRENGTH BOLTS SHALL CONFORM TO ASTM A325; ONE HIGH STRENGTH BOLT
ASSEMBLY SHALL CONSIST OF A HEAVY HEX STRUCTURAL BOLT, A HEAVY HEX NUT, A
HARDENED WASHER CONFORMING TO ASTM F436. THE HARDENED WASHER SHALL BE
INSTALLED AGAINST THE ELEMENT TURNED IN TIGHTENING. UNLESS NOTED OTHERWISE ON
THE DRAWINGS, ALL CONNECTIONS SHALL BE BEARING TYPE CONNECTIONS.
2.4 WELDING ELECTRODES:
3.3 INSTALLATION:
A. WELDING ELECTRODES SHALL COMPLY WITH AWS D1.1 USING A5.1 OR A5.5 E70XX AND
SHALL BE COMPATIBLE WITH THE WELDING PROCESS SELECTED.
2.5 PRIMER:
A. PRIMER SHALL BE RED OXIDE-CHROMATE PRIMER COMPLYING WITH SSPC PAINT
SPECIFICATION NO. 11.
B. STRUCTURAL FIELD WELDING SHALL BE DONE BY THE ELECTRIC SUBMERGED OR SHIELDED
METAL ARC PROCESS. WELDED CONSTRUCTION SHALL COMPLY WITH AWS D1.1.
A. INSTALLATION OF STRUCTURAL STEEL SHALL COMPLY WITH AISC "CODE OF STANDARD
PRACTICE."
G. PRIMER SHALL BE UNIFORMLY APPLIED WITHOUT RUNS, SAGS, SOLVENT BLISTERS, DRY
SPRAY OR OTHER BLEMISHES. ALL BLEMISHES AND OTHER IRREGULARITIES SHALL BE
REPAIRED OR REMOVED AND THE AREA RE-COATED. SPECIAL ATTENTION SHALL BE PAID TO
CREVICES, WELD LINES, BOLT HEADS, CORNERS, EDGES, ETC., TO OBTAIN THE REQUIRED
NOMINAL FILM THICKNESS.
H. THE DRY FILM THICKNESS OF THE PRIMER SHALL BE 2.0 MILS.
I.IF THE PRIMER IS DAMAGED BY WELDING OR PHYSICAL ABUSE, THE AREA SHALL BE
TOUCHED UP AND REPAIRED. THE TOUCHUP PAINT SHALL BE COMPATIBLE WITH THE
APPLIES PRIMER WITH MINIMUM DRY FILM THICKNESS OF 1.5 MILS.
1. PROVIDE BOLTS AND WASHERS OF TYPES AND SIZE REQUIRED FOR COMPLETION OF
FIELD ERECTION. USE 3/4 INCH DIAMETER A325 BOLTS UNLESS NOTED OTHERWISE.
2. INSTALL HIGH STRENGTH THREADED FASTENERS IN ACCORDANCE WITH RCSC
"SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR ASTM A490 BOLTS."
3. WELDED CONSTRUCTION SHALL COMPLY WITH AWS D1.1 FOR PROCEDURES,
APPEARANCE, QUALITY OF WELD, AND METHODS USED IN CORRECTING WELDED WORK.
4. THE FABRICATOR SHALL FURNISH AND INSTALL ERECTION CLIPS FOR FIT-UP OF WELDED
CONNECTIONS.
5. DOUBLE ANGLE MEMBERS SHALL HAVE WELDED FILLERS SPACED IN ACCORDANCE WITH
CHAPTER E4 OF THE AISC-ASD SPECIFICATION.
6. GUSSET AND STIFFENER PLATES SHALL BE 3/8 INCH THICK MINIMUM.
3.2 PRIMING:
A. STRUCTURAL STEEL SHALL BE PRIMED AS SPECIFIED HEREIN, UNLESS SHOWN OTHERWISE
ON THE DRAWINGS.
B. STRUCTURAL STEEL SURFACE PREPARATION SHALL CONFIRM TO SSPC-SP3, "POWER TOOL
CLEANING."
C. SURFACE PREPARATION AND PRIMER SHALL BE IN ACCORDANCE WITH AISC CODE OF
STANDARD PRACTICE AS INCLUDED IN THE ASD MANUAL OF STEEL CONSTRUCTION.
D. MATERIALS SHALL REMAIN CLOSED UNTIL REQUIRED FOR USE, MANUFACTURER'S POT-LIFE
REQUIREMENTS SHALL BE STRICTLY ADHERED TO.
E. PRIMER SHALL BE APPLIED TO DRY, CLEAN, PREPARED SURFACE AND UNDER FAVORABLE
CONDITIONS IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. UNLESS OTHERWISE
RECOMMENDED BY THE MANUFACTURER PRIMING SHALL NOT BE DONE WHEN AMBIENT
TEMPERATURE IS LESS THAN 50 DEGREE F. THE RELATIVE HUMIDITY IS MORE THAN 90
PERCENT, OR THE SURFACE TEMPERATURE IS LESS THAN 5 DEGREE F ABOVE THE DEW
POINT.
F. GENERALLY ALL PRIMER SHALL BE SPRAY APPLIED. BRUSH OR ROLLER APPLICATION SHALL
BE RESTRICTED TO TOUCHUP AND TO AREAS NOT ACCESSIBLE BY SPRAY GUN.
STRUCTURAL NOTES
1.0 GENERAL CONDITIONS
1.1 DESIGN AND CONSTRUCTION OF ALL WORK SHALL CONFORM TO THE IBC 2006
EDITION AND ALL OTHER APPLICABLE STATE CODES, ORDINANCES, AND REGULATIONS.
IN CASE OF CONFLICT BETWEEN THE CODES, STANDARDS, AND REGULATIONS.
SPECIFICATIONS, GENERAL NOTES AND/OR MANUFACTURER'S REQUIREMENTS. USE THE
MOST STRINGENT PROVISION.
1.2 IT IS THE EXPRESS INTENT OF THE PARTIES INVOLVED IN THIS PROJECT THAT THE
CONTRACTOR OR SUBCONTRACTOR OR INDEPENDENT CONTRACTOR OR THEIR
RESPECTIVE EMPLOYEES SHALL EXCULPATE THE ARCHITECT, THE ENGINEER, THE
CONSTRUCTION MANAGER, THE OWNER, AND THEIR AGENTS, FROM ANY LIABILITY
WHATSOEVER AND HOLD THEM HARMLESS AGAINST LOSS, DAMAGES, LIABILITY OR ANY
EXPENSE ARISING IN ANY MATTER FROM THE WRONGFUL OR NEGLIGENT ACT, OR
FAILURE TO CARRY OUT THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS,
OR THE CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES
OR FAILURE TO CONFORM TO THE STATE SCAFFOLDING ACT IN CONNECTION WITH THE
WORK.
1.3 DO NOT SCALE DRAWINGS.
1.4 VERIFY ALL EQUIPMENT MOUNTING DIMENSIONS PER MANUFACTURER DRAWINGS.
1.5 SUBMIT ONE SEPIA AND TWO PRINTS OF ALL STRUCTURAL SHOP DRAWINGS. MARKED
UP SEPIA SHALL BE RETURNED.
1.6 DESIGN LOADS ARE:
WIND SPEED
SEISMIC ZONE SBC & UBC - 4 AND IBC - E
SHELTER WEIGHT:WITHOUT EQUIPMENT
WITH EQUIPMENT
2.0 STEEL
2.1 MEET OR EXCEED THE FOLLOWING CODES & STANDARDS (LATEST EDITION) EXCEPT
AS NOTED:
A. STRUCTURAL STEEL...AISC SPECIFICATION & CODE OF STANDARD PRACTICE
-SHAPES AND PLATES...ASTM A572
-PLATES BENT OR COLD FORMED...ASTM A 283, GRADE C
-PIPES...ASTM A 53, GRADE B
-STRUCTURAL SHEETS, HOT ROLLED...ASTM A 510
-COLD FORMED STEEL TUBING...ASTM A 500 GRADE B
-BOLTS, NUTS & WASHERS FOR ANCHOR BOLTS AND SECONDARY CONNECTIONS...ASTM
A307
-ALL STEEL SHALL BE HOT-DIPPED GALVANIZED.
B. WELDS...AWS E 70XX
EXCEPTION IS TAKEN TO AISC CODE OF STANDARD PRACTICE PARAGRAPH 4.2.1
REGARDING OWNERS AND FABRICATOR'S RESPONSIBILITY FOR CONNECTION DESIGN
AND DETAILING IS THE CONTRACTORS RESPONSIBILITY. ENGINEER'S REVIEW OF SHOP
DRAWINGS IS FOR GENERAL CONSIDERATIONS ONLY AND DOES NOT CONSTITUTE AN
ACCEPTANCE OF THESE RESPONSIBILITIES BY THE OWNER AND/OR ENGINEER.
3.0 FIBER REINFORCED PLASTIC
3.1 ALL FRP MATERIAL SHALL BE EXTREN SERIES 500 OR EQUIV.
3.2 ALL ADHESIVE SHALL BE PLEXUS METHACRYLATE ADHESIVE OR EQUIV.
3.3 ALL FRP CONNECTIONS SHALL BE FULL BONDED EACH SIDE
WITH 3 8" PLATE AND MINIMUM (2) 3
3.4 ALL PANELS SHALL BE FULL BONDED W/ 3
8" PAN HEAD FRP SCREWS PER MEMBER.
8" PAN HEAD FRP SCREWS AT 12" O.C.
5,500lbs
7,500lbs
115 MPH 3 SEC EXP C
3. PROPERLY MARK AND MATCH-MARK MATERIALS FOR FIELD ASSEMBLY AND FOR
IDENTIFICATION AS TO LOCATION FOR WHICH INTENDED.
4. FABRICATE AND DELIVER IN A SEQUENCE WHICH WILL EXPEDITE ERECTION AND MINIMIZE
FIELD HANDLING OF MATERIALS.
5. WHERE FINISHING IS REQUIRED, COMPLETE THE ASSEMBLY, INCLUDING THE WELDING OF
UNITS, BEFORE START OF FINISHING OPERATIONS.
6. PROVIDE FINISH SURFACE OF MEMBERS EXPOSED IN THE FINAL STRUCTURE FREE FROM
MARKINGS, BURNS, AND OTHER DEFECTS.
B. PROVIDE CONNECTIONS AS SPECIFIED HEREIN:
F. PROVIDE TEMPORARY SHORING BRACING WITH CONNECTIONS OF SUFFICIENT STRENGTH
TO BEAR IMPOSED LOADS. REMOVE TEMPORARY CONNECTIONS AND MEMBERS WHEN
PERMANENT MEMBERS ARE IN PLACE AND THE FINAL CONNECTIONS HAVE BEEN MADE.
G. ALIGN AND ADJUST MEMBERS, AND OTHER SURFACES WHICH WILL BE IN THE PERMANENT
CONTACT, BEFORE ASSEMBLY.
H. HIGH-STRENGTH BOLTS AS A MINIMUM, SHALL BE TIGHTENED TO A "SNUG TIGHT" CONDITION
AS DEFINED IN THE LATEST AISC SPECIFICATION. ALL HIGH-STRENGTH BOLTS SPECIFIED ON
THE DESIGN DRAWINGS TO BE USED IN PRETENSIONED OR SLIP-CRITICAL JOINTS SHALL BE
TIGHTENED TO A BOLT TENSION NOT LESS THAN THAT GIVEN IN AISC TABLE J3.1.
INSTALLATION SHALL BE BY ANY OF THE FOLLOWING METHODS: TURN-OF NUT METHOD, A
DIRECT-TENSION-INDICATOR, TWIST-OFF-TYPE TENSION-CONTROL BOLT, CALIBRATED
WRENCH, OR ALTERNATIVE DESIGN BOLT.
1. FABRICATE ITEMS OF STRUCTURAL STEEL IN ACCORDANCE WITH THE AISC-ASD
SPECIFICATION, AND AS INDICATED ON THE APPROVED SHOP DRAWINGS.
C. PROVIDE ANCHOR BOLTS AND OTHER CONNECTORS REQUIRED FOR SECURING
STRUCTURAL STEEL TO ELEVATOR SHAFT WALLS AND OTHER IN-PLACE WORK. PROVIDE
TEMPLATES AND OTHER DEVICES NECESSARY FOR PRESETTING BOLTS AND ANCHORS TO
ACCURATE LOCATIONS.
D. SPLICE MEMBERS ONLY WHERE INDICATED ON THE DRAWINGS.
E. ANY GAS CUTTING TORCHES HAVE TO BE APPROVED IN WRITING BY THE PROJECT
STRUCTURAL ENGINEER.
GENERAL STEEL WORK NOTES:
SNOW LOAD 300 PSF
6/14/21
FINAL CD'S
NP
839612
CM
IDL01003
IDL01003
1250 WEST USTICK ROAD
MERIDIAN, ID 83646
161 Inverness Drive West 2nd floor
Englewood, Colorado 80112
PREPARED FOR:
REV DESCRIPTIONDATE
SHEET TITLE:
SHEET NUMBER:
CHECKED BY:
DRAWN BY:
BU NO:
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.
Tower Owner:
AT&T Site ID:
Licensor:
Issued For:
AT&T SITE NO:
A&E:
at&t
2055 SOUTH STEARMAN DRIVE
CHANDLER, AZ 85286
B RAD CENTER CHANGE04/23/21
A 4/07/21 PRELIMINARY CD'S
C RAD CENTER CHANGE06/01/21
0 SUBMITTAL CD'S06/03/21
0A 6/14/21 SUBMITTAL CD'S
TIM ALEX A N D E RSIGNED,
EXPIRES, 28 FEB 2023
GENERAL
NOTES
GN-6
GENERAL ELECTRICAL NOTES:
PART 1 - GENERAL
1.1 GENERAL CONDITIONS:
D. CHEMICAL ELECTROLYTIC GROUNDING SYSTEM:
A. CONTRACTOR SHALL INSPECT THE EXISTING SITE CONDITIONS PRIOR TO SUBMITTING BID. ANY QUESTIONS ARISING DURING
THE BID PERIOD IN REGARDS TO THE CONTRACTORS FUNCTIONS, THE SCOPE OF WORK, OR ANY OTHER ISSUE RELATED TO
THIS PROJECT SHALL BE BROUGHT UP DURING THE BID PERIOD WITH THE PROJECT MANAGER FOR CLARIFICATION, NOT AFTER
THE CONTRACT HAS BEEN AWARDED.
B. THE CONTRACTOR SHALL OBTAIN PERMITS, LICENSES, MAKE ALL DEPOSITS, AND PAY ALL FEES REQUIRED FOR THE
CONSTRUCTION PERFORMANCE FOR THE WORK UNDER THIS SECTION.
C. DRAWINGS SHOW THE GENERAL ARRANGEMENT OF ALL SYSTEMS AND COMPONENTS COVERED UNDER THIS SECTION. THE
CONTRACTOR SHALL VERIFY ALL DIMENSIONS. DRAWING SHALL NOT BE SCALED TO DETERMINE DIMENSIONS.
1.2 LAWS, REGULATIONS, ORDINANCES, STATUTES AND CODES.
A. ALL WORK SHALL BE INSTALLED IN ACCORDANCE WITH THE LATEST EDITION OF THE NATIONAL ELECTRICAL CODE, AND ALL
APPLICABLE LOCAL LAWS, REGULATIONS, ORDINANCES, STATUTES AND CODES. CONDUIT BENDS SHALL BE THE RADIUS BEND
FOR THE TRADE SIZE OF CONDUIT IN COMPLIANCE WITH THE LATEST EDITIONS OF NEC.
1.3 REFERENCES:
A. THE PUBLICATIONS LISTED BELOW ARE PART OF THIS SPECIFICATION. EACH PUBLICATION SHALL BE THE LATEST REVISION AND
ADDENDUM IN EFFECT ON THE DATE. THIS SPECIFICATION IS ISSUED FOR CONSTRUCTION UNLESS OTHERWISE NOTED. EXCEPT
AS MODIFIED BY THE REQUIREMENT SPECIFIED HEREIN OR THE DETAILS OF THE DRAWINGS, WORK INCLUDED IN THIS
SPECIFICATION SHALL CONFORM TO THE APPLICABLE PROVISION OF THESE PUBLICATIONS.
1. ANSI/IEEE (AMERICAN NATIONAL STANDARDS INSTITUTE)
2. ASTM (AMERICAN SOCIETY FOR TESTING AND MATERIALS)
3. ICE (INSULATED CABLE ENGINEERS ASSOCIATION)
4. NEMA (NATIONAL ELECTRICAL MANUFACTURER'S ASSOCIATION)
5. NFPA (NATIONAL FIRE PROTECTION ASSOCIATION)
6. OSHA (OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION)
7. UL (UNDERWRITERS LABORATORIES. INC.)
8. AT&T GROUNDING AND BONDING STANDARDS TP-76416
1.4 SCOPE OF WORK:
A. WORK UNDER THIS SECTION SHALL CONSIST OF FURNISHING ALL LABOR, MATERIAL, AND ASSOCIATED SERVICES REQUIRED TO
COMPLETE REQUIRED CONSTRUCTION AND BE OPERATIONAL.
B. ALL ELECTRICAL EQUIPMENT UNDER THIS CONTRACT SHALL BE PROPERLY TESTED, ADJUSTED, AND ALIGNED BY THE
CONTRACTOR.
C. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL EXCAVATING, DRAINING, TRENCHES, BACKFILLING, AND REMOVAL OF
EXCESS DIRT.
D. THE CONTRACTOR SHALL FURNISH TO THE OWNER WITH CERTIFICATES OF A FINAL INSPECTION AND APPROVAL FROM THE
INSPECTION AUTHORITIES HAVING JURISDICTION.
E. THE CONTRACTOR SHALL PREPARE A COMPLETE SET OF AS-BUILT DRAWINGS, DOCUMENT ALL WIRING EQUIPMENT CONDITIONS,
AND CHANGES WHILE COMPLETING THIS CONTRACT. THE AS-BUILT DRAWINGS SHALL BE SUBMITTED AT COMPLETION OF THE
PROJECT.
PART 2 - PRODUCTS
2.1 GENERAL:
A. ALL MATERIALS AND EQUIPMENT SHALL BE UL LISTED, NEW, AND FREE FROM DEFECTS.
B. ALL ITEMS OF MATERIALS AND EQUIPMENT SHALL BE ACCEPTABLE TO THE AUTHORITY HAVING JURISDICTION AS SUITABLE FOR
THE USE INTENDED.
C. ALL EQUIPMENT SHALL BEAR THE UNDERWRITERS LABORATORIES LABEL OF APPROVAL, AND SHALL CONFORM TO
REQUIREMENT OF THE NATIONAL ELECTRICAL CODE.
D. ALL OVERCURRENT DEVICES SHALL HAVE AN INTERRUPTING CURRENT RATING THAT SHALL BE GREATER THAN THE SHORT
CIRCUIT CURRENT TO WHICH THEY ARE SUBJECTED, 10,000 AIC MINIMUM. VERIFY AVAILABLE SHORT CIRCUIT CURRENT DOES
NOT EXCEED THE RATING OF ELECTRICAL EQUIPMENT IN ACCORDANCE WITH ARTICLE 110.24 NEC OR THE MOST CURRENT
ADOPTED CODE PER THE GOVERNING JURISDICTION.
2.2 MATERIALS AND EQUIPMENT:
A. CONDUIT:
1. RIGID METAL CONDUIT (RMC) SHALL BE HOT-DIPPED GALVANIZED INSIDE AND OUTSIDE INCLUDING ENDS AND THREADS AND
ENAMELED OR LACQUERED INSIDE IN ADDITION TO GALVANIZING.
2. LIQUIDTIGHT FLEXIBLE METAL CONDUIT SHALL BE UL LISTED.
3. CONDUIT CLAMPS, STRAPS AND SUPPORTS SHALL BE STEEL OR MALLEABLE IRON. ALL FITTINGS SHALL BE COMPRESSION
AND CONCRETE TIGHT TYPE. GROUNDING BUSHINGS WITH INSULATED THROATS SHALL BE INSTALLED ON ALL CONDUIT
TERMINATIONS.
4. NONMETALLIC CONDUIT AND FITTINGS SHALL BE SCHEDULE 40 PVC. INSTALL USING SOLVENT-CEMENT-TYPE JOINTS AS
RECOMMENDED BY THE MANUFACTURER.
B. CONDUCTORS AND CABLE:
1. CONDUCTORS AND CABLE SHALL BE FLAME-RETARDANT, MOISTURE AND HEAT RESISTANT THERMOPLASTIC, SINGLE
CONDUCTOR, COPPER, TYPE THHN/THWN-2, 600 VOLT, SIZE AS INDICATED, #12 AWG SHALL BE THE MINIMUM SIZE
CONDUCTOR USED.
2. #10 AWG AND SMALLER CONDUCTOR SHALL BE SOLID OR STRANDED AND #8 AWG AND LARGER CONDUCTORS SHALL BE
STRANDED.
3. SOLDERLESS, COMPRESSION-TYPE CONNECTORS SHALL BE USED FOR TERMINATION OF ALL STRANDED CONDUCTORS.
4. STRAIN-RELIEF SUPPORTS GRIPS SHALL BE HUBBELL KELLEMS OR APPROVED EQUAL. CABLES SHALL BE SUPPORTED IN
ACCORDANCE WITH THE NEC AND CABLE MANUFACTURER'S RECOMMENDATIONS. ALL CONDUCTORS SHALL BE TAGGED AT
BOTH ENDS OF THE CONDUCTOR, AT ALL PULL
5. BOXES, J-BOXES, EQUIPMENT AND CABINETS AND SHALL BE IDENTIFIED WITH APPROVED PLASTIC TAGS (ACTION CRAFT,
BRADY, OR APPROVED EQUAL).
C. DISCONNECT SWITCHES:
1. DISCONNECT SWITCHES SHALL BE HEAVY DUTY, DEAD-FRONT, QUICK-MAKE, QUICK-BREAK, EXTERNALLY OPERABLE, HANDLE
LOCKABLE AND INTERLOCK WITH COVER IN CLOSED POSITION, RATING AS INDICATED, UL LABELED FURNISHED IN NEMA 3R
ENCLOSURE, SQUARE-D OR ENGINEERED APPROVED EQUAL.
2. PROVIDE RIGID PVC SCHEDULE 80 CONDUITS FOR ALL RISERS, RMC OTHERWISE NOTED. EMT MAY BE INSTALLED FOR EXTERIOR
CONDUITS WHERE NOT SUBJECT TO PHYSICAL DAMAGE.
3. INSTALL SCH. 40 PVC CONDUIT WITH A MINIMUM COVER OF 24" UNDER ROADWAYS, PARKING LOTS, STREETS, AND ALLEYS. CONDUIT
SHALL HAVE A MINIMUM COVER OF 18" IN ALL OTHER NON-TRAFFIC APPLICATIONS (REFER TO 2011 NEC, TABLE 300.5).
4. USE GALVANIZED FLEXIBLE STEEL CONDUIT WHERE DIRECT CONNECTION TO EQUIPMENT WITH MOVEMENT, VIBRATION, OR FOR
EASE OF MAINTENANCE. USE LIQUID TIGHT, FLEXIBLE METAL CONDUIT FOR OUTDOOR APPLICATIONS. INSTALL GALVANIZED
FLEXIBLE STEEL CONDUIT AT ALL POINTS OF CONNECTION TO EQUIPMENT MOUNTED ON SUPPORT TO ALLOW FOR EXPANSION AND
CONTRACTION.
5. A RUN OF CONDUIT BETWEEN BOXES OR EQUIPMENT SHALL NOT CONTAIN MORE THAN THE EQUIVALENT OF THREE
QUARTER-BENDS. CONDUIT BEND SHALL BE MADE WITH THE UL LISTED BENDER OR FACTORY 90 DEGREE ELBOWS MAY BE USED.
6. FIELD FABRICATED CONDUITS SHALL BE CUT SQUARE WITH A CONDUIT CUTTING TOOL AND REAMED TO PROVIDE A SMOOTH INSIDE
SURFACE.
7. PROVIDE INSULATED GROUNDING BUSHING FOR ALL CONDUITS.
8. CONTRACTOR IS RESPONSIBLE FOR PROTECTING ALL CONDUITS DURING CONSTRUCTION. TEMPORARY OPENINGS IN THE CONDUIT
SYSTEM SHALL BE PLUGGED OR CAPPED TO PREVENT ENTRANCE OF MOISTURE OR FOREIGN MATTER. CONTRACTOR SHALL
REPLACE ANY CONDUITS CONTAINING FOREIGN MATERIALS THAT CANNOT BE REMOVED.
9. ALL CONDUITS SHALL BE SWABBED CLEAN BY PULLING AN APPROPRIATE SIZE MANDREL THROUGH THE CONDUIT BEFORE
INSTALLATION OF CONDUCTORS OR CABLES. CONDUIT SHALL BE FREE OF DIRT AND DEBRIS.
10. INSTALL PULL STRINGS IN ALL CLEAN EMPTY CONDUITS. IDENTIFY PULL STRINGS AT EACH END.
11. INSTALL 2" HIGHLY VISIBLE AND DETECTABLE TAPE 12" ABOVE ALL UNDERGROUND CONDUITS AND CONDUCTORS.
12. CONDUITS SHALL BE INSTALLED IN SUCH A MANNER AS TO INSURE AGAINST COLLECTION OF TRAPPED CONDENSATION.
13. PROVIDE CORE DRILLING AS NECESSARY FOR PENETRATIONS TO ALLOW FOR RACEWAYS AND CABLES TO BE ROUTED THROUGH
THE BUILDING. DO NOT PENETRATE STRUCTURAL MEMBERS. SLEEVES AND/OR PENETRATIONS IN FIRE RATED CONSTRUCTION
SHALL BE EFFECTIVELY SEALED WITH FIRE RATED MATERIAL WHICH SHALL MAINTAIN THE FIRE RATING OF THE WALL OR
STRUCTURE. FIRE STOPS AT FLOOR PENETRATIONS SHALL PREVENT PASSAGE OF WATER, SMOKE, FIRE, AND FUMES. ALL MATERIAL
SHALL BE UL APPROVED FOR THIS PURPOSE.
1. THE CONTRACTOR SHALL PROVIDE OTHER MATERIALS, THOUGH NOT SPECIFICALLY DESCRIBED, WHICH ARE REQUIRED FOR A
COMPLETELY OPERATIONAL SYSTEM AND PROPER INSTALLATION OF THE WORK.
2. PROVIDE PULL BOXES AND JUNCTION BOXES WHERE SHOWN OR REQUIRED BY NEC.
G. PANELS AND LOAD CENTERS:
1. ALL PANEL DIRECTORIES SHALL BE TYPEWRITTEN.
PART 3 - EXECUTION
3.1 GENERAL:
A. ALL MATERIAL AND EQUIPMENT SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS.
B. B. EQUIPMENT SHALL BE TIGHTLY COVERED AND PROTECTED AGAINST DIRT OR WATER, AND AGAINST CHEMICAL OR MECHANICAL
INJURY DURING INSTALLATION AND CONSTRUCTION PERIODS.
3.2 LABOR AND WORKMANSHIP:
A. ALL LABOR FOR THE INSTALLATION OF MATERIALS AND EQUIPMENT FURNISHED FOR THE ELECTRICAL SYSTEM SHALL BE INSTALLED BY
EXPERIENCED WIREMEN, IN A NEAT AND WORKMAN-LIKE MANNER.
B. ALL ELECTRICAL EQUIPMENT SHALL BE ADJUSTED, ALIGNED AND TESTED BY THE CONTRACTOR AS REQUIRED TO PRODUCE THE
INTENDED PERFORMANCE.
C. UPON COMPLETION OF WORK, THE CONTRACTOR SHALL THOROUGHLY CLEAN ALL EXPOSED EQUIPMENT, REMOVE ALL LABELS AND
ANY DEBRIS, CRATING OR CARTONS AND LEAVE THE INSTALLATION FINISHED AND READY FOR OPERATION.
3.3 COORDINATION:
A. THE CONTRACTOR SHALL COORDINATE THE INSTALLATION OF ELECTRICAL ITEMS WITH THE OWNER-FURNISHED EQUIPMENT DELIVERY
SCHEDULE TO PREVENT UNNECESSARY DELAYS IN THE TOTAL WORK.
3.4 INSTALLATION:
A. CONDUIT:
1. ALL ELECTRICAL WIRING SHALL BE INSTALLED IN CONDUIT AS SPECIFIED. NO CONDUIT OR TUBING OF LESS THAN 3/4 INCH TRADE
SIZE.
1. INSTALL CHEMICAL GROUNDING AS REQUIRED. THE SYSTEM SHALL BE ELECTROLYTIC MAINTENANCE FREE ELECTRODE
CONSISTING OF RODS WITH A MINIMUM #2 AWG CU EXOTHERMALLY WELDED PIGTAIL, PROTECTIVE BOXES, AND BACKFILL
MATERIAL. MANUFACTURER SHALL BE LYNCOLE XIT GROUNDING ROD TYPES K2-(*)CS OR K2L-(*)CS (*) LENGTH AS REQUIRED.
2. GROUND ACCESS BOX SHALL BE A POLYPLASTIC BOX FOR NON-TRAFFIC APPLICATIONS, INCLUDING BOLT DOWN FLUSH COVER
WITH "BREATHER" HOLES, XIT MODEL #XB-22. ALL DISCONNECT SWITCHES AND CONTROLLING DEVICES SHALL BE PROVIDED WITH
ENGRAVED LAMICOID NAMEPLATES INDICATING EQUIPMENT CONTROLLED, BRANCH CIRCUITS ID NUMBERING, AND THE ELECTRICAL
POWER SOURCE.
3. BACKFILL MATERIAL SHALL BE LYNCONITE AND LYNCOLE GROUNDING GRAVEL.
E. SYSTEM GROUNDING:
1. ALL GROUNDING COMPONENTS SHALL BE TINNED AND GROUNDING CONDUCTOR SHALL BE #2 AWG BARE, SOLID, TINNED, COPPER.
ABOVE GRADE GROUNDING CONDUCTORS SHALL BE INSULATED WHERE NOTED.
2. GROUNDING BUSES SHALL BE BARE, TINNED, ANNEALED COPPER BARS OF RECTANGULAR CROSS SECTION. STANDARD BUS BARS
MGB, SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR. THEY SHALL NOT BE FABRICATED OR MODIFIED IN THE FIELD.
ALL GROUNDING BUSES SHALL BE IDENTIFIED WITH MINIMUM 3/4" LETTERS BY WAY OF STENCILING OR DESIGNATION PLATE.
3. CONNECTORS SHALL BE HIGH-CONDUCTIVITY, HEAVY DUTY, LISTED AND LABELED AS GROUNDING CONNECTORS FOR THE
MATERIALS USED. USE TWO-HOLE COMPRESSION LUGS WITH CLEAR HEAT SHRINK FOR MECHANICAL CONNECTIONS. USE
TWO-HOLE COMPRESSION LUGS WITH INSPECTION WINDOW AND CLEAR HEAT SHRINK.
4. EXOTHERMIC WELDED CONNECTIONS SHALL BE PROVIDED IN KIT FORM AND SELECTED FOR THE SPECIFIC TYPES, SIZES, AND
COMBINATIONS OF CONDUCTORS AND OTHER ITEMS TO BE CONNECTED.
5. GROUND RODS SHALL BE ERICO #615800, COPPER-CLAD STEEL WITH HIGH-STRENGTH STEEL CORE AND ELECTROLYTIC-GRADE
COPPER OUTER SHEATH, MOLTEN WELDED TO CORE, 5/8"x10'-0". ALL GROUNDING RODS SHALL BE INSTALLED WITH INSPECTION
SLEEVES.
6. INSTALL AN EQUIPMENT GROUNDING CONDUCTOR IN ALL CONDUITS IN COMPLIANCE WITH THE AT&T SPECIFICATIONS AND NEC. THE
EQUIPMENT GROUNDING CONDUCTORS SHALL BE BONDED AT ALL JUNCTION BOXES, PULLBOXES, DISCONNECT SWITCHES,
STARTERS, AND EQUIPMENT CABINETS.
F. OTHER MATERIALS:
B.CONDUCTORS AND CABLE:
1. ALL POWER WIRING SHALL BE COLOR CODED AS FOLLOWS:
DESCRIPTION
PHASE A
PHASE B
PHASE C
NEUTRAL
GROUNDING
BLACK
RED
BLUE
WHITE
GREEN
2. SPLICES SHALL BE MADE ONLY AT OUTLETS, JUNCTION BOXES, OR ACCESSIBLE RACEWAY CONDUITS APPROVED FOR
THIS PURPOSE.
3. PULLING LUBRICANTS SHALL BE UL APPROVED. CONTRACTOR SHALL USE NYLON OR HEMP ROPE FOR PULLING
CONDUCTOR OR CABLES INTO THE CONDUIT.
4. CABLES SHALL BE NEATLY TRAINED, WITHOUT INTERLACING, AND BE OF SUFFICIENT LENGTH IN ALL BOXES &
EQUIPMENT TO PERMIT MAKING A NEAT ARRANGEMENT. CABLES SHALL BE SECURED IN A MANNER TO AVOID TENSION
ON CONDUCTORS OR TERMINALS. CONDUCTORS SHALL BE PROTECTED FROM MECHANICAL INJURY AND MOISTURE.
SHARP BENDS OVER CONDUIT BUSHINGS IS PROHIBITED. DAMAGED CABLES SHALL BE REMOVED AND REPLACED AT
THE CONTRACTOR'S EXPENSE.
C.DISCONNECT SWITCHES:
1. INSTALL DISCONNECT SWITCHES LEVEL AND PLUMB. CONNECT TO WIRING SYSTEM AND GROUNDING SYSTEM AS
INDICATED.
D.GROUNDING:
1. ALL METALLIC PARTS OF ELECTRICAL EQUIPMENT WHICH DO NOT CARRY CURRENT SHALL BE GROUNDED IN
ACCORDANCE WITH THE REQUIREMENTS OF THE BUILDING MANUFACTURER, AT&T GROUNDING AND BONDING
STANDARDS TP-76416, ND-00135, AND THE NATIONAL ELECTRICAL CODE.
2. PROVIDE ELECTRICAL GROUNDING AND BONDING SYSTEM INDICATED WITH ASSEMBLY OF MATERIALS, INCLUDING
GROUNDING ELECTRODES, BONDING JUMPERS AND ADDITIONAL ACCESSORIES AS REQUIRED FOR A COMPLETE
INSTALLATION.
3. ALL GROUNDING CONDUCTORS SHALL PROVIDE A STRAIGHT DOWNWARD PATH TO GROUND WITH GRADUAL BEND AS
REQUIRED. GROUNDING CONDUCTORS SHALL NOT BE LOOPED OR SHARPLY BENT. ROUTE GROUNDING CONNECTIONS
AND CONDUCTORS TO GROUND IN THE SHORTEST AND STRAIGHTEST PATHS POSSIBLE TO MINIMIZE TRANSIENT
VOLTAGE RISES. BUILDINGS AND/OR NEW TOWERS GREATER THAN 75 FEET IN HEIGHT AND WHERE THE MAIN
4. GROUNDING CONDUCTORS ARE REQUIRED TO BE ROUTED TO GRADE, THE CONTRACTOR SHALL ROUTE TWO
GROUNDING CONDUCTORS FROM THE ROOFTOP, TOWERS, AND WATER TOWERS GROUND RING, TO THE EXISTING
GROUNDING SYSTEM, THE GROUNDING CONDUCTORS SHALL NOT BE SMALLER THAN #2 AWG COPPER. ROOFTOP
GROUND RING SHALL BE BONDED TO THE EXISTING GROUNDING SYSTEM, THE BUILDING STEEL COLUMNS, LIGHTNING
PROTECTION SYSTEM, AND BUILDING MAIN WATER LINE (FERROUS OR NONFERROUS METAL PIPING ONLY). SEE
STANDARD 6.3.2.2.
5. TIGHTEN GROUNDING AND BONDING CONNECTORS, INCLUDING SCREWS AND BOLTS, IN ACCORDANCE WITH
MANUFACTURER'S PUBLISHED TORQUE TIGHTENING VALUES FOR CONNECTORS AND BOLTS. WHERE MANUFACTURER'S
TORQUING REQUIREMENTS ARE NOT AVAILABLE, TIGHTEN CONNECTIONS TO COMPLY WITH TIGHTENING TORQUE
VALUES SPECIFIED IN UL TO ASSURE PERMANENT AND EFFECTIVE GROUNDING. CONTRACTOR SHALL VERIFY THE
LOCATIONS OF GROUNDING TIE-IN-POINTS TO THE EXISTING
6. ALL UNDERGROUND GROUNDING CONNECTIONS SHALL BE MADE BY THE GROUNDING SYSTEM. EXOTHERMIC WELD
PROCESS AND INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS.
7. ALL GROUNDING CONNECTIONS SHALL BE INSPECTED FOR TIGHTNESS. EXOTHERMIC WELDED CONNECTIONS SHALL BE
APPROVED BY THE INSPECTOR HAVING JURISDICTION BEFORE BEING PERMANENTLY CONCEALED.
8. APPLY CORROSION-RESISTANCE FINISH TO FIELD CONNECTIONS AND PLACES WHERE FACTORY APPLIED PROTECTIVE
COATINGS HAVE BEEN DESTROYED.
9. A SEPARATE, CONTINUOUS, INSULATED EQUIPMENT GROUNDING CONDUCTOR SHALL BE INSTALLED IN ALL FEEDER AND
BRANCH CIRCUITS.
10. BOND ALL INSULATED GROUNDING BUSHINGS WITH A BARE 6 AWG GROUNDING CONDUCTOR TO A GROUND BUS.
11. DIRECT BURIED GROUNDING CONDUCTORS SHALL BE INSTALLED AT A NOMINAL DEPTH OF 36" MINIMUM BELOW GRADE,
OR 6" BELOW THE FROST LINE, USE THE GREATER OF THE TWO DISTANCES.
12. ALL GROUNDING CONDUCTORS EMBEDDED IN OR PENETRATING CONCRETE SHALL BE INSTALLED IN SCHEDULE 40 PVC
CONDUIT.
13. THE INSTALLATION OF CHEMICAL ELECTROLYTIC GROUNDING SYSTEM IN STRICT ACCORDANCE WITH MANUFACTURER'S
INSTRUCTIONS. REMOVE SEALING TAPE FROM LEACHING AND BREATHER HOLES. INSTALL PROTECTIVE BOX FLUSH
WITH GRADE.
14. DRIVE GROUND RODS UNTIL TOPS ARE A MINIMUM DISTANCE OF 36" DEPTH OR 6" BELOW FROST LINE, USING THE
GREATER OF THE TWO DISTANCES.
15. IF COAX ON THE ICE BRIDGE IS MORE THAN 6 FT. FROM THE GROUND BAR AT THE BASE OF THE TOWER, A SECOND
GROUND BAR WILL BE NEEDED AT THE END OF THE ICE BRIDGE, TO GROUND THE COAX CABLE GROUNDING KITS AND
IN-LINE ARRESTORS
16. CONTRACTOR SHALL REPAIR, AND/OR REPLACE, EXISTING GROUNDING SYSTEM COMPONENTS DAMAGED DURING
CONSTRUCTION AT THE CONTRACTORS EXPENSE.
3.5 ACCEPTANCE TESTING
A. CERTIFIED PERSONNEL USING CERTIFIED EQUIPMENT SHALL PERFORM REQUIRED TESTS AND SUBMIT WRITTEN
TEST REPORTS UPON COMPLETION.
B. WHEN MATERIAL AND/OR WORKMANSHIP IS FOUND NOT TO COMPLY WITH THE SPECIFIED REQUIREMENTS, THE
NON-COMPLYING ITEMS SHALL BE REMOVED FROM THE PROJECT SITE AND REPLACED WITH ITEMS COMPLYING WITH THE
SPECIFIED REQUIREMENTS PROMPTLY AFTER RECEIPT OF NOTICE FOR NON-COMPLIANCE.
C. TEST PROCEDURES;
1. ALL FEEDERS SHALL HAVE INSULATION TESTED AFTER INSTALLATION, BEFORE CONNECTION TO DEVICES. THE
CONDUCTORS SHALL TEST FREE FROM SHORT CIRCUITS AND GROUNDS. TESTING SHALL BE FOR ONE MINUTE USING
1000V DC. PROVIDE WRITTEN DOCUMENTATION FOR ALL TEST RESULTS.
2. PRIOR TO ENERGIZING CIRCUITRY, TEST WIRING DEVICES FOR ELECTRICAL CONTINUITY AND PROPER POLARITY
CONNECTIONS.
3. MEASURE AND RECORD VOLTAGES BETWEEN PHASES AND BETWEEN PHASE CONDUCTORS AND NEUTRALS. SUBMIT A
REPORT OF MAXIMUM AND MINIMUM VOLTAGES
4. PERFORM GROUNDING TEST TO MEASURE GROUNDING RESISTANCE OF GROUNDING SYSTEM USING THE IEEE
STANDARD 3-POINT "FALL-OF-POTENTIAL" METHOD. PROVIDE PLOTTED TEST VALUES AND LOCATION SKETCH. NOTIFY
THE ENGINEER IMMEDIATELY IF MEASURED VALUE IS OVER 5 OHMS.
208/240/120 VOLT SYSTEMS
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IDL01003
IDL01003
1250 WEST USTICK ROAD
MERIDIAN, ID 83646
161 Inverness Drive West 2nd floor
Englewood, Colorado 80112
PREPARED FOR:
REV DESCRIPTIONDATE
SHEET TITLE:
SHEET NUMBER:
CHECKED BY:
DRAWN BY:
BU NO:
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.
Tower Owner:
AT&T Site ID:
Licensor:
Issued For:
AT&T SITE NO:
A&E:
at&t
2055 SOUTH STEARMAN DRIVE
CHANDLER, AZ 85286
B RAD CENTER CHANGE04/23/21
A 4/07/21 PRELIMINARY CD'S
C RAD CENTER CHANGE06/01/21
0 SUBMITTAL CD'S06/03/21
0A 6/14/21 SUBMITTAL CD'S
TIM ALEX A N D E RSIGNED,
EXPIRES, 28 FEB 2023
SITE SIGNAGE
GN-72GATE SIGN 1 RADIO FREQUENCY INFORMATION SIGN
6 DOOR SIGN
INFORMATION
Contact AT&T Mobility at _____________
and follow their instructions prior to
performing any maintenance or repairs
closer than 3 feet from the antennas.
This is AT&T Mobility site _____________
AT&T Mobility
INFORMATION
INFORMACION
COMBUSTIBLE
FLAMMABLE
NO SMOKING
1 2 0DIESEL
1 4 0 PROPANE
Posted in accordance with Federal Communications
Commission rules on antenna tower registration
47CFR 17.4 (g).
NO
TRESPASSING
5 FUEL STORAGE SIGN 4 FCC TOWER REG. (ASRN)3 NO TRESPASSING SIGN
X X XXXXXXXX
X
XXX
6/14/21
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NP
839612
CM
IDL01003
IDL01003
1250 WEST USTICK ROAD
MERIDIAN, ID 83646
161 Inverness Drive West 2nd floor
Englewood, Colorado 80112
PREPARED FOR:
REV DESCRIPTIONDATE
SHEET TITLE:
SHEET NUMBER:
CHECKED BY:
DRAWN BY:
BU NO:
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.
Tower Owner:
AT&T Site ID:
Licensor:
Issued For:
AT&T SITE NO:
A&E:
at&t
2055 SOUTH STEARMAN DRIVE
CHANDLER, AZ 85286
B RAD CENTER CHANGE04/23/21
A 4/07/21 PRELIMINARY CD'S
C RAD CENTER CHANGE06/01/21
0 SUBMITTAL CD'S06/03/21
0A 6/14/21 SUBMITTAL CD'S
TIM ALEX A N D E RSIGNED,
EXPIRES, 28 FEB 2023
OVERALL SITE
PLAN
A-1
ALL PROPERTY BOUNDARIES, ORIENTATION OF TRUE NORTH AND
STREET HALF-WIDTHS HAVE BEEN OBTAINED FROM A TAX PARCEL
MAP AND EXISTING DRAWINGS AND ARE APPROXIMATE.
THIS IS NOT A SITE SURVEY
SITE TYPE: MONOPOLE/WIC
A-2
1
SCALE:
OVERALL SITE PLAN 1 1"=30'-0" (FULL SIZE) 1"=60'-0"
(11x17)30'15'0 30'
A.P.N. R9532190560 SECTOR " "AC
B
A-4.1
1/2
A-4.2
1/2
(P) AT&T EQUIPMENT LEASE AREA: 15'-0"X20'-0"
(E)
BUILDING
(TYP.)
W USTICK RD
(E)
PARKING
AREA
X X X X X X X X X X X X X X X X XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX X X X X X X X X X X XXXXXX X X X X X X X X X
6/14/21
FINAL CD'S
NP
839612
CM
IDL01003
IDL01003
1250 WEST USTICK ROAD
MERIDIAN, ID 83646
161 Inverness Drive West 2nd floor
Englewood, Colorado 80112
PREPARED FOR:
REV DESCRIPTIONDATE
SHEET TITLE:
SHEET NUMBER:
CHECKED BY:
DRAWN BY:
BU NO:
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.
Tower Owner:
AT&T Site ID:
Licensor:
Issued For:
AT&T SITE NO:
A&E:
at&t
2055 SOUTH STEARMAN DRIVE
CHANDLER, AZ 85286
B RAD CENTER CHANGE04/23/21
A 4/07/21 PRELIMINARY CD'S
C RAD CENTER CHANGE06/01/21
0 SUBMITTAL CD'S06/03/21
0A 6/14/21 SUBMITTAL CD'S
TIM ALEX A N D E RSIGNED,
EXPIRES, 28 FEB 2023
EXISTING
COMPOUND PLAN
A-2
SITE TYPE: MONOPOLE/WIC
SCALE:
EXISTING COMPOUND PLAN1
1/4"=1'-0" (FULL SIZE) 1/8"=1'-0" (11x17)4'3'2'1'0 4'
(E) 150'-0" MONOPOLE
(E) FENCE
(E) FENCE GATE
(E) UTILITY FRAME
BY OTHERS
(E) LEASE AREA BY OTHERS
(E) ICE BRIDGE BY OTHERS
(E) EQUIPMENT SHELTER BY OTHERS
(E) ICE BRIDGE BY OTHERS
19'-0"
(E) 20'X20' CONCRETE PAD
(E) UTILITY VAULT
(E) PAD MOUNTED
TRANSFORMER
20'-0"20'-0"29'-0"29'-0"
X X X X X X X X X X X X X X X X XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX X X X X X X X X X X XXXXXX X X X X X X X X X
XXXXXXXXXXXXXXXXX X X X X X X X X
6/14/21
FINAL CD'S
NP
839612
CM
IDL01003
IDL01003
1250 WEST USTICK ROAD
MERIDIAN, ID 83646
161 Inverness Drive West 2nd floor
Englewood, Colorado 80112
PREPARED FOR:
REV DESCRIPTIONDATE
SHEET TITLE:
SHEET NUMBER:
CHECKED BY:
DRAWN BY:
BU NO:
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.
Tower Owner:
AT&T Site ID:
Licensor:
Issued For:
AT&T SITE NO:
A&E:
at&t
2055 SOUTH STEARMAN DRIVE
CHANDLER, AZ 85286
B RAD CENTER CHANGE04/23/21
A 4/07/21 PRELIMINARY CD'S
C RAD CENTER CHANGE06/01/21
0 SUBMITTAL CD'S06/03/21
0A 6/14/21 SUBMITTAL CD'S
TIM ALEX A N D E RSIGNED,
EXPIRES, 28 FEB 2023
PROPOSED
COMPOUND PLAN
A-2.1
SITE TYPE: MONOPOLE/WIC
SCALE:
PROPOSED COMPOUND PLAN1
1/4"=1'-0" (FULL SIZE) 1/8"=1'-0" (11x17)4'3'2'1'0 4'
(P) AT&T 8'-0"x8'-0" WALK-IN CABINET
(SEE SHEET A-2.2 FOR DETAILS)
(P) AT&T 30KW AC DIESEL GENERATOR
ON 4'-0"X9'-0" CONCRETE PAD
(P) AT&T UTILITY FRAME
W/ ELECTRICAL EQUIPMENT
(P) AT&T 19'-0" ICE BRIDGE
(P) AT&T 15'-0"X20'-0" LEASE AREA
(E) 150'-0" MONOPOLE
(E) FENCE
(E) FENCE GATE
(E) UTILITY FRAME
BY OTHERS
(E) LEASE AREA BY OTHERS
(E) ICE BRIDGE BY OTHERS
(E) EQUIPMENT SHELTER BY OTHERS
(E) ICE BRIDGE BY OTHERS
19'-0"
(E) 20'X20' CONCRETE PAD
(E) UTILITY VAULT
(E) PAD MOUNTED
TRANSFORMER
20'-0"20'-0"29'-0"29'-0"15'-0"20'-0"
XXXXX 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 XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX 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
6/14/21
FINAL CD'S
NP
839612
CM
IDL01003
IDL01003
1250 WEST USTICK ROAD
MERIDIAN, ID 83646
161 Inverness Drive West 2nd floor
Englewood, Colorado 80112
PREPARED FOR:
REV DESCRIPTIONDATE
SHEET TITLE:
SHEET NUMBER:
CHECKED BY:
DRAWN BY:
BU NO:
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.
Tower Owner:
AT&T Site ID:
Licensor:
Issued For:
AT&T SITE NO:
A&E:
at&t
2055 SOUTH STEARMAN DRIVE
CHANDLER, AZ 85286
B RAD CENTER CHANGE04/23/21
A 4/07/21 PRELIMINARY CD'S
C RAD CENTER CHANGE06/01/21
0 SUBMITTAL CD'S06/03/21
0A 6/14/21 SUBMITTAL CD'S
TIM ALEX A N D E RSIGNED,
EXPIRES, 28 FEB 2023
INTERIOR WIC
LAYOUT
A-2.2
SITE TYPE: MONOPOLE/WIC
SCALE:
INTERIOR WIC LAYOUT1 1"=1'-0" (FULL SIZE)
1/2"=1'-0" (11x17)1'06"1'
(P) (6) DC TRUNKS & (3) FIBER TRUNKS
(P) 30KW AC DIESEL GENERATOR
ON 4'-0"X9'-0" CONCRETE PAD
(P) UTILITY H-FRAME
(P) ELECTRICAL METER AND
MAIN BREAKER W/ GFCI OUTLET
(P) 19'-0" ICE BRIDGE
(P) AT&T 8'-0" X 8'-0" WALK IN CABINET
(P) RADIO RACK
(P) TRANSPORT RACK
(P) POWER PLANT RACK W/
(3) STRINGS OF BATTERIES
(P) CIENA
(P) CAMLOCK GENERATOR INTERFACE
(P) 200A 30 CIRCUIT LOAD CENTER /
AUTOMATIC TRANSFER SWITCH
(P) HVAC
(P) (2) DC12s
15'-0"16'-6"3'-0"6"
1'-0"
(P) FENCING TO CONNECT TO EXISTING
(MOVE SIGNAGE AS NEEDED)
3'-0"3'-0"3'-7"3'-2"
6/14/21
FINAL CD'S
NP
839612
CM
IDL01003
IDL01003
1250 WEST USTICK ROAD
MERIDIAN, ID 83646
161 Inverness Drive West 2nd floor
Englewood, Colorado 80112
PREPARED FOR:
REV DESCRIPTIONDATE
SHEET TITLE:
SHEET NUMBER:
CHECKED BY:
DRAWN BY:
BU NO:
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.
Tower Owner:
AT&T Site ID:
Licensor:
Issued For:
AT&T SITE NO:
A&E:
at&t
2055 SOUTH STEARMAN DRIVE
CHANDLER, AZ 85286
B RAD CENTER CHANGE04/23/21
A 4/07/21 PRELIMINARY CD'S
C RAD CENTER CHANGE06/01/21
0 SUBMITTAL CD'S06/03/21
0A 6/14/21 SUBMITTAL CD'S
TIM ALEX A N D E RSIGNED,
EXPIRES, 28 FEB 2023
ANTENNA PLAN
& DETAILS
A-3
SITE TYPE: MONOPOLE/WIC
SCALE:
RF SCHEDULE2NOT TO SCALESCALE:
COMMSCOPE - NNH4-65C-R6-V34NOT TO SCALE
RF CONNECTORS, TYP
LENGTH:96.0"
WIDTH:19.6"
DEPTH:7.8"
WEIGHT:102.1 lbs.
SCALE:
ANTENNA PLAN1 1/2"=1'-0" (FULL SIZE)
1/4"=1'-0" (11x17)2'2'1'0SCALE:
SITEPRO1 VFA10-HD3L4NP ANTENNA FRAME DETAIL - ANT 159963NOT TO SCALE
AC(P) 150'-0" MONOPOLE
(P) (2) AT&T ANTENNAS PER
SECTOR FOR A TOTAL OF (6)
(P) (1) RAYCAP DC9 PER SECTOR
FOR A TOTAL OF (3)
(P) (5) AT&T RRHs PER SECTOR
FOR A TOTAL OF (15) (STACKED)
3'-4"
10'-0"
NOTE:
OTHER SECTORS REMOVED FOR CLARITY.
12" TO 45"
DIAMETER POLE
3"
4 1/8"
1 1/4"
A
B
UPPER
3 1/8"
1 1/4"
C
A
LOWER
NOTES:
42 27/32"
31 21/32"
2. USE HOLE "A" IN UPPER BRACKET AND
+2/(&,1/2:(5%5$&.(7)25
3. USE HOLE "B" IN UPPER BRACKET AND
+2/(&,1/2:(5%5$&.(7)25
1. USE HOLE "A" IN UPPER AND LOWER
BRACKETS FOR STRAIGHT LEGS.
40"40"40"
40"VARIABLE
40"C10'-6"
(P) SITEPRO1 VFA10-HD3L4NP
SECTOR FRAME
(3) TOTAL
POSITION TECHSECTOR ANTENNA RRH AZIMUTH
1ALPHA
2
3
4
ALPHA
ALPHA
ALPHA
1
2
3
BETA
4
BETA
BETA
BETA
1
2
3
GAMMA
4
GAMMA
GAMMA
GAMMA
ANTENNA DIMS (HxWxD)
-
-
-
----
----
----
90
210
330
--96X19.6X7.8NNH4-65C-R6-V3
--96X19.6X7.8NNH4-65C-R6-V3-
--96X19.6X7.8NNH4-65C-R6-V3
-
-
-
----
----
----
90
210
330
--96X19.6X7.8NNH4-65C-R6-V3
--96X19.6X7.8NNH4-65C-R6-V3
--96X19.6X7.8NNH4-65C-R6-V3
*OR SIMILAR
NOTE: CONFIRM THAT GENERAL CONTRACTOR IS USING LATEST VERSION OF RFDS.
RAD CENTER
140'-0"
140'-0"
140'-0"
140'-0"
140'-0"
140'-0"
140'-0"
140'-0"
140'-0"
140'-0"
140'-0"
140'-0"
6/14/21
FINAL CD'S
NP
839612
CM
IDL01003
IDL01003
1250 WEST USTICK ROAD
MERIDIAN, ID 83646
161 Inverness Drive West 2nd floor
Englewood, Colorado 80112
PREPARED FOR:
REV DESCRIPTIONDATE
SHEET TITLE:
SHEET NUMBER:
CHECKED BY:
DRAWN BY:
BU NO:
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.
Tower Owner:
AT&T Site ID:
Licensor:
Issued For:
AT&T SITE NO:
A&E:
at&t
2055 SOUTH STEARMAN DRIVE
CHANDLER, AZ 85286
B RAD CENTER CHANGE04/23/21
A 4/07/21 PRELIMINARY CD'S
C RAD CENTER CHANGE06/01/21
0 SUBMITTAL CD'S06/03/21
0A 6/14/21 SUBMITTAL CD'S
TIM ALEX A N D E RSIGNED,
EXPIRES, 28 FEB 2023
PROPOSED
MONOPOLE NORTH -
ELEVATION
A-4.1
SITE TYPE: MONOPOLE/WICSCALE:
EXISTING SOUTH ELEVATION2 SCALE:
PROPOSED SOUTH ELEVATION13/16"=1'-0" (FULL SIZE)
3/32"=1'-0" (11x17)4'2'0 4'
3/16"=1'-0" (FULL SIZE)
3/32"=1'-0" (11x17)4'2'0 4'
(P) AT&T WALK IN CABINET
(E) 6'-0" TALL COMPOUND FENCE
(P) AT&T 30KW AC DIESEL GENERATOR
(E) 150'-0" MONOPOLE
(E) ANTENNAS BY OTHERS (TYP.)1'-4"(P) (5) AT&T RRHS PER
FOR A TOTAL OF (15)
(P) (2) AT&T ANTENNAS PER
SECTOR FOR A TOTAL OF (6)
(P) (6) DC TRUNKS & (3) FIBER TRUNKS
(P) (1) RAYCAP DC6 SURGE SUPPRESSOR PER
SECTOR FOR A TOTAL OF (3)
TOP OF (E) MONOPOLE
150'-0"
GRADE
AT&T ANTENNA TIP HEIGHT
144'-0"
AT&T ANTENNA RAD CENTER
140'-0"
(E) PAD MOUNTED TRANSFORMER
ANTENNA RAD CENTER (BY OTHERS)
ANTENNA RAD CENTER (BY OTHERS)
ANTENNA RAD CENTER (BY OTHERS)
(E) 6'-0" TALL COMPOUND FENCE
(E) 150'-0" MONOPOLE
(E) ANTENNAS BY OTHERS (TYP.)
TOP OF (E) MONOPOLE
150'-0"
GRADE
(E) PAD MOUNTED TRANSFORMER
ANTENNA RAD CENTER (BY OTHERS)
ANTENNA RAD CENTER (BY OTHERS)
ANTENNA RAD CENTER (BY OTHERS)
(P) SITEPRO1 VFA10-HD3L4NP
SECTOR FRAME
(3) TOTAL
6/14/21
FINAL CD'S
NP
839612
CM
IDL01003
IDL01003
1250 WEST USTICK ROAD
MERIDIAN, ID 83646
161 Inverness Drive West 2nd floor
Englewood, Colorado 80112
PREPARED FOR:
REV DESCRIPTIONDATE
SHEET TITLE:
SHEET NUMBER:
CHECKED BY:
DRAWN BY:
BU NO:
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.
Tower Owner:
AT&T Site ID:
Licensor:
Issued For:
AT&T SITE NO:
A&E:
at&t
2055 SOUTH STEARMAN DRIVE
CHANDLER, AZ 85286
B RAD CENTER CHANGE04/23/21
A 4/07/21 PRELIMINARY CD'S
C RAD CENTER CHANGE06/01/21
0 SUBMITTAL CD'S06/03/21
0A 6/14/21 SUBMITTAL CD'S
TIM ALEX A N D E RSIGNED,
EXPIRES, 28 FEB 2023
PROPOSED
MONOPOLE WEST
ELEVATION
A-4.2
SITE TYPE: MONOPOLE/WICSCALE:
EXISTING EAST ELEVATION2 SCALE:
PROPOSED EAST ELEVATION13/16"=1'-0" (FULL SIZE)
3/32"=1'-0" (11x17)4'2'0 4'
3/16"=1'-0" (FULL SIZE)
3/32"=1'-0" (11x17)4'2'0 4'
(E) 6'-0" TALL COMPOUND FENCE
(E) 150'-0" MONOPOLE
(E) ANTENNAS BY OTHERS (TYP.)
TOP OF (E) MONOPOLE
150'-0"
GRADE
(E) PAD MOUNTED TRANSFORMER
ANTENNA RAD CENTER (BY OTHERS)
ANTENNA RAD CENTER (BY OTHERS)
ANTENNA RAD CENTER (BY OTHERS)
(E) 6'-0" TALL COMPOUND FENCE
(E) 150'-0" MONOPOLE
(E) ANTENNAS BY OTHERS (TYP.)
TOP OF (E) MONOPOLE
150'-0"
GRADE
(E) PAD MOUNTED TRANSFORMER
ANTENNA RAD CENTER (BY OTHERS)
ANTENNA RAD CENTER (BY OTHERS)
ANTENNA RAD CENTER (BY OTHERS)
(P) AT&T WALK IN CABINET
(P) AT&T 30KW AC DIESEL GENERATOR1'-4"(P) (5) AT&T RRHS PER
FOR A TOTAL OF (15)
(P) (2) AT&T ANTENNAS PER
SECTOR FOR A TOTAL OF (6)
(P) (1) RAYCAP DC6 SURGE SUPPRESSOR PER
SECTOR FOR A TOTAL OF (3)
AT&T ANTENNA TIP HEIGHT
144'-0"
AT&T ANTENNA RAD CENTER
140'-0"
(P) SITEPRO1 VFA10-HD3L4NP
SECTOR FRAME
(3) TOTAL
6/14/21
FINAL CD'S
NP
839612
CM
IDL01003
IDL01003
1250 WEST USTICK ROAD
MERIDIAN, ID 83646
161 Inverness Drive West 2nd floor
Englewood, Colorado 80112
PREPARED FOR:
REV DESCRIPTIONDATE
SHEET TITLE:
SHEET NUMBER:
CHECKED BY:
DRAWN BY:
BU NO:
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.
Tower Owner:
AT&T Site ID:
Licensor:
Issued For:
AT&T SITE NO:
A&E:
at&t
2055 SOUTH STEARMAN DRIVE
CHANDLER, AZ 85286
B RAD CENTER CHANGE04/23/21
A 4/07/21 PRELIMINARY CD'S
C RAD CENTER CHANGE06/01/21
0 SUBMITTAL CD'S06/03/21
0A 6/14/21 SUBMITTAL CD'S
TIM ALEX A N D E RSIGNED,
EXPIRES, 28 FEB 2023
DETAILS
A-5
SITE TYPE: MONOPOLE/WIC
2 RRH DETAIL3 1 SURGE SUPPRESSOR DETAIL4RRH DETAIL RRH DETAIL
7 DUAL MOUNTING BRACKET 6 CABLE BLOCK DETAIL
MOUNTING BRACKET BY
MANUFACTURER
MOUNTING PIPE
RAYCAP DC SURGE
PROTECTOR, "SQUID"
MANUF:RAYCAP
DESC:SURGE PROTECTOR "SQUID" (OR SIMILAR)
MODEL:DC9-48-60-24-8C-EV
WEIGHT:26.2 LBS
MOUNTING ATTACHMENTS
PER STRUCTURAL
5 RRH DETAIL
PART #CABLE SIZE & TYPE U of M Weight/ 10 pk A B C
CXB4 Fiber Kit (4-6mm)10 PACK 1.3 lb µµµ
CXB14-2 µ&DEOH PP 10 PACK 0.20 lb µµµ
CXB38 µ&DEOHV
LMR400 (10-12 mm)10 PACK 0.30 lb µµµ
CXB12 µ&RUUXJDWHG
(15.5-17.5 mm)10 PACK 0.60 lb µµµ
CXB78 µ&RUUXJDWHG
(27-29 mm)10 PACK 1.0 lb µµµ
CXB114 µ&RUUXJDWHG
(39-42 mm)10 PACK 1.6 lb µµµ
CXB158 µ&RUUXJDWHG
(50-54 mm)10 PACK 2.5 lb µµµ
CXB214 µ&RUUXJDWHG
(60-65 mm)10 PACK 3.0 lb µµµ
"A"
"B'
"C"
MANUFACTURER: NOKIA
MODEL:AIRSCALE RRH 4T4R B30 100W
HEIGHT:16.83" (427mm)
WIDTH:12.76" (326mm)
DEPTH:7.22" (173mm)
WEIGHT:39.02 LBS (17.7KG)
MANUFACTURER: NOKIA
MODEL: AIRSCALE RRH 4T4R B12/14/29
370W AHLBBA
HEIGHT:24.01" (609mm)
WIDTH:14.09" (357mm)
DEPTH:7.83" (198mm)
WEIGHT:101.4 LBS (46KG) W/MOUNTING
MANUFACTURER: NOKIA
MODEL:AIRSCALE RRH 4T4R B5 160W
HEIGHT:13.26" (337mm)
WIDTH:11.61" (295mm)
DEPTH:6.49" (165mm)
WEIGHT:36.82 LBS (16.7KG)
11.61"
13.26"
6.49"
26.57"
MANUFACTURER: NOKIA
MODEL:AIRSCALE RRH 4T4R B25/B66 320W
HEIGHT:22.04" (560mm)
WIDTH:12.12" (308mm)
DEPTH:5.86" (149mm)
WEIGHT:66.0 LBS (30.0KG)
6.4912.87
6/14/21
FINAL CD'S
NP
839612
CM
IDL01003
IDL01003
1250 WEST USTICK ROAD
MERIDIAN, ID 83646
161 Inverness Drive West 2nd floor
Englewood, Colorado 80112
PREPARED FOR:
REV DESCRIPTIONDATE
SHEET TITLE:
SHEET NUMBER:
CHECKED BY:
DRAWN BY:
BU NO:
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.
Tower Owner:
AT&T Site ID:
Licensor:
Issued For:
AT&T SITE NO:
A&E:
at&t
2055 SOUTH STEARMAN DRIVE
CHANDLER, AZ 85286
B RAD CENTER CHANGE04/23/21
A 4/07/21 PRELIMINARY CD'S
C RAD CENTER CHANGE06/01/21
0 SUBMITTAL CD'S06/03/21
0A 6/14/21 SUBMITTAL CD'S
TIM ALEX A N D E RSIGNED,
EXPIRES, 28 FEB 2023
DETAILS
A-5.12
GPS MOUNTING DETAIL
1
ICE BRIDGE DETAIL
5
SITEPRO1 - ER105D H-FRAME DETAIL
PULL BOXES AND CONDUIT
INSTALLED PER LOCAL
UTILITY REQUIREMENTS
6"
(TYP.)
MIN.6"
G
4"TRENCH
MIN3'-0"2'-0"FINISHED GRADE, AC PAVING
MATCH SLOPE AND THICKNESS OF
EXISTING
UNDISTURBED
COMPACTED BACKFILL
PER SITEWORK
SPECIFICATIONS
BACKFILL
(SAND OR NATIVE SOIL) PER
GEOTEC/EARTHWORK
SPECIFICATION
UTILITY WARNING TAPE
POWER CONDUIT
-SEE PLANS FOR
CONDUIT SIZE
FIBER CONDUIT
4" MIN TO SECONDARY ELECTRIC 12"
MIN TO PRIMARY ELECTRIC
4
CONDUIT TRENCHING DETAIL
3
ANTENNA MOUNTING DETAILS
SITE TYPE: MONOPOLE/WIC
318113
55-2008-06 80-6845-00
94
55-9044-00
296
80-7072-00
319
U-BOLT
114
55-5001-14
319
U-BOLT
55-6025-06
297
55-6025-06
315
UNISTRUT-80 INCH
16
80-4941-00
316 21
55-5061-00 55-8002-06
16
21
94
113
114
296
297
315
316
318
319
4 80-4941-00
100
4
4
4
55-9044-00
55-2008-06
55-5001-14
80-7072-00
55-6025-06
4
4
4 80-7070-00
32
2 80-6845-00
4
GPS MOUNT
3/8-16 X 4.5 SS HHCS
PAINTED UNISTRUT
HHCS ZN 3/8-16 X 1 1/4
GPS PIPE MOUNT
ANCHOR SHACKLE
7/8-14 ZN NYLOCK
7/8-14 X 5.00 HHCS
LIFTING EYE
Washer Flat SS 3/8
Parts List
ITEM PART NUMBER DESCRIPTION QTY
U-BOLT
55-5061-00
55-8002-06
(P) ANTENNA
(P) ANTENNA MOUNTING
BRACKET
(P) ANTENNA MOUNTING
BRACKET
PARTS LIST
ITEM QTY
1
2
1
4
PART NO.
X-SP126
SWA585
PART DESCRIPTION
BASE SHOE PLATE PIPE COLUMN
5/8" X 5" STAINLESS WEDGE ANCHOR
UNIT WT.
89.00
0.64
NET WT.
89.00
2.55
TOTAL WT. # 91.55
2 1
2
4"
DETAIL A
2 3/4"
5 1/2"
2 3/4"44"
5 1/2"
BASE PLATE LAYOUT
A 12"
BASE PLATE FOOTING3"
4"4'-0"DIRECT BURIAL
BASE SHOE
PARTS LIST
ITEM QTY PART NO.
P3160
PC312
UNT10
1
2
3
4
5
6
7
8
3
2
1
4
5
6
7
2
2
10
20
40
40
40
20
X-UB3312
G38FW
G38LW
G38NUT
UNICAP
PART DESCRIPTION
3-1/2" X 160" SCH 40 GALVANIZED PIPE
3-1/2" FENCE POST CAP
UNISTRUT
3/8" X 3-1/2" X 4-3/4" X 2" U-BOLT (HDG.)
3/8" HDG USS FLATWASHER
3/8" HDG LOCKWASHER
3/8'' HDG HEAVY 2H HEX NUT
UNISTRUT END CAP
LENGTH
160 in
UNIT WT.
101.25
0.59
20.38
0.73
0.01
0.01
0.03
0.03
NET WT.
202.50
1.17
203.79
14.63
0.47
0.27
1.35
0.64
TOTAL WT. # 417.77
X2
X2
X2
DETAIL A
A
12
0
1
/
1
6
"
159 7/8"
24.0 609.6
10'-0" 3048
1
B
6
2
8
7
9
DETAIL A
SCALE 1 : 16
16
5
4
A
15 14 12
10
13 11
DETAIL B
SCALE 1 : 16
NOTES:
1. ALL METRIC DIMENSIONS ARE IN BRACKETS.13'-4" 4064ITEM PART NO.
1 MF-130
DESCRIPTION QTY. WEIGHT
2 WB-CY210
3 WBK210BHK
3.5" O.D. X 13'-4" DIRECT BURIAL PIPE COLUMN 2 101.38 LBS
SAFETY GRATING 24" X 10'
HARDWARE KIT (ITEMS 4-16)
1/2" X 3-5/8" X 6" GALV U-BOLT KIT
1/2" J-BOLT
1/2" GALV FLAT WASHER
1/2" GALV LOCK WASHER
1/2" GALV HEX NUT
3/8" X 1" GALV BOLT KIT
3/8" X 2" GALV BOLT KIT
3/8" GALV FLAT WASHER
ô3,3(&$3
VERTICAL TRAPEZE SECTION
HORIZONTAL TRAPEZE SECTION
4 WBLB243.08 24" WAVEGUIDE BRIDGE SUPPORT BRACKET 2 7.14 LBS
5 GUB-4356
6 WBJB6
7 GWF-04
8 GWL-04
9 GN-04
10 WBT243.01
11 WBT243.02
12 MT-387 SQUARE WASHER, 1-1/2" X 1-5/8" W/ 7/16" HOLE 18 0.12 LBS
13 GB-03105
14 GB-03205
15 GWF-03
16 PC-034
4 0.83 LBS
4 0.41 LBS
4 0.01 LBS
4 0.01 LBS
4 0.04 LBS
3 2.53 LBS
9 2.81 LBS
18 0.04 LBS
9 0.04 LBS
9 0.01 LBS
2 0.28 LBS
1 111.00 LBS
1
6/14/21
FINAL CD'S
NP
839612
CM
IDL01003
IDL01003
1250 WEST USTICK ROAD
MERIDIAN, ID 83646
161 Inverness Drive West 2nd floor
Englewood, Colorado 80112
PREPARED FOR:
REV DESCRIPTIONDATE
SHEET TITLE:
SHEET NUMBER:
CHECKED BY:
DRAWN BY:
BU NO:
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.
Tower Owner:
AT&T Site ID:
Licensor:
Issued For:
AT&T SITE NO:
A&E:
at&t
2055 SOUTH STEARMAN DRIVE
CHANDLER, AZ 85286
B RAD CENTER CHANGE04/23/21
A 4/07/21 PRELIMINARY CD'S
C RAD CENTER CHANGE06/01/21
0 SUBMITTAL CD'S06/03/21
0A 6/14/21 SUBMITTAL CD'S
TIM ALEX A N D E RSIGNED,
EXPIRES, 28 FEB 2023
STRUCTURAL PLAN &
DETAILS
S-1
SITE TYPE: MONOPOLE/WIC
1
PROFILE VIEW OF CONCRETE STOOP
2
4
FOUNDATION DETAILS
3
FOUNDATION SECTION DETAIL
TYPE I CONCRETE SLAB
W/ 2" MIN. COVER
WWF6X6XW2.9XW2.9
GRADE
COMPACTED SUBGRADE
PER SOILS REPORT, TYP.
1/2" EXPANSION JOINT
6" MAX.8"1.ALL DIMENSIONS OF SHELTER SHALL MATCH MANUFACTURER
PROVIDED SPECIFICATIONS
2.ALL REQUIRED TIE DOWN PLATES, SHIMS, BOLTS, AND ANCHORS
SHALL BE PLACED INSIDE SHELTER PRIOR TO SHIPMENT FROM
MANUFACTURER
3.SLOPE GRADE AWAY FROM FOUNDATION.
4.SLAB DIMENSIONS, ORIENTATION, AND LOCATION OF STOOP TO
MATCH CABINET MODEL AND DETAILS
5.GENERATOR CONCRETE PAD SHALL MATCH DETAILS AND
DIMENSIONS OF THE PROVIDED GENERAC MODEL
NOTES:
4'-0"
PER MANUFACTURER SPECS
9'-0"PER MANUFACTURER SPECS8'-0"
PER MANUFACTURER SPECS
8'-0"PER MANUFACTURER SPECSGENERATOR WIC
NOT USED
2" MINIMUM
3" CLEAR TO END OF BARS
7" 2500 PSI
CONCRETE SLAB
(BROOM FINISHED)
EXISTING GRADE
TOOLED EDGE
PERIMETER
4" COMPACTED, CRUSHED ROCK
FILL ON UNDISTURBED SOIL
#4 @ 6" O.C. TOP W/ OPTIONAL
2'-6" LAP O.C.
NOTE:
1.VERIFY GENERATOR AND OR PROPANE TANK SPECS PRIOR TO CONSTRUCTION.
2.FROST DEPTH NOT CONSIDERED PER IBC 2013 SECTION 1809.5 EXCEPTION 2 (FREE STANDING
BUILDINGS WITH 400 SQUARE FEET OR LESS FOR OTHER THAN LIGHT-FRAMED CONSTRUCTION)
3.INSTALL (4) HILTI HSL-3M12 ANCHOR BOLTS WITH AN EFFECTIVE EMBEDMENT DEPTH OF 3.15"
(SURFACE FLATNESS MAX 1 4" IN 10'-0")
4.FIELD VERIFY EXISTING CONDITIONS.
#4 @ 12" O.C.
(3) #4 BARS CONT. W/ 3'-0" MIN
LAPS @ 6" O.C. TYP ALL ENDS 3" CLEAR TO TOP
AND BOTTOM OF BARS
3" CLEAR TO TOP
AND BOTTOM OF BARS
6/14/21
FINAL CD'S
NP
839612
CM
IDL01003
IDL01003
1250 WEST USTICK ROAD
MERIDIAN, ID 83646
161 Inverness Drive West 2nd floor
Englewood, Colorado 80112
PREPARED FOR:
REV DESCRIPTIONDATE
SHEET TITLE:
SHEET NUMBER:
CHECKED BY:
DRAWN BY:
BU NO:
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.
Tower Owner:
AT&T Site ID:
Licensor:
Issued For:
AT&T SITE NO:
A&E:
at&t
2055 SOUTH STEARMAN DRIVE
CHANDLER, AZ 85286
B RAD CENTER CHANGE04/23/21
A 4/07/21 PRELIMINARY CD'S
C RAD CENTER CHANGE06/01/21
0 SUBMITTAL CD'S06/03/21
0A 6/14/21 SUBMITTAL CD'S
TIM ALEX A N D E RSIGNED,
EXPIRES, 28 FEB 2023
WIC DETAILS
S-2
SITE TYPE: MONOPOLE/WIC1
WIC DETAILS
61
61
80-4879-00
132
58-0142-11
280
58-0058-02
313
ALARM BLOCK-ATT
71
58-0121-06
299
58-0121-02
80-4879-00
314
80-7075-00
269
2349062-LOUVER
321
SMOKE DETECTER
229
72-0631-00
339
58-0309-04
326
55-9304-03
328
58-0271-02
329
55-9383-01
236
58-9058-00
278
HVAC CONTROL BOX
267
80-7217-00
267
80-7217-00
267
80-7217-00 267
80-7217-00
RIGHT HAND WALL DETAIL
322
582127000zz041- NETSURE
158
80-6595-00
E 159
307
80-7073-00
299
310
23-0181-00
58-0121-02
71
58-0121-06
271
58-0309-05
315
80-7070-00
327
58-9008-03
276
2"X60 CONDUIT
233
CONTROLLER
DOOR ALARM
FRONT WALL DETAIL
71
265
545047-AM
58-0121-06
208
58-0218-00
327
58-9008-03
271
58-0309-05
SECTION E-E
E
247
58-0142-17
BACK WALL DETAIL 314
314
80-7075-00
80-7075-00
269
2349062-LOUVER
265
545047-AM
328
58-0271-02
329
265
545047-AM
55-9383-01
326
55-9304-03
246
80680
245
80685
299 71
58-0121-02 58-0121-06 SECTION F-F
Parts List
ITEM QTY
1
7
8
9
1
1
1
1
10
11
12
13
16
17
18
19
20
21
22
24
25
28
32
39
45
46
47
48
52
59
61
71
76
79
86
87
88
89
94
98
99
105
113
114
120
126
132
158
159
179
203
204
208
209
211
212
213
214
217
218
219
220
221
222
223
224
225
226
228
229
233
236
237
238
240
241
242
243
244
245
246
247
253
254
265
267
268
269
271
276
277
278
280
281
282
288
289
290
293
296
297
298
299
302
306
307
310
313
314
315
316
318
319
320
321
322
326
327
328
329
335
337
338
339
340
341
343
344
345
346
347
348
349
350
351
352
353
354
355
356
PART NUMBER
50-2024-00
80-4919-00
80-7228-00
80-7223-00
13 55-6010-02
181 55-2002-03
1
1
4
72-0624-00
72-0625-00
80-4941-00
168 55-6010-03
9 55-2019-00
12 55-6006-06
1 55-6006-10
100 55-8002-06
45 55-2000-03
1
1
1
72-0634-00
72-0633-00
72-0626-00
1 TILE FLOOR-ATT
55-8001-00
80-7232-00
80-7235-00
55-2033-00
50-1809-00
30-0013-02
58-0049-05
80-4879-00
58-0121-06
80-7236-00
4
2
1
6
1
1
8
5
5
1
4
7
8
556731-LIGHT
TRIM-1
80-4914-00
12 TRIM-3
4
4
1
1
8
4
4
1
4
1
1
TRIM-4
55-9044-00
80-7240-00
80-4896-NP
55-6009-01
55-2008-06
55-5001-14
72-0304-01
55-8001-09
58-0142-11
80-6595-00
1 DOOR ALARM
1
1
1
1
1
1
1
4
1
1
2
TRIM-16.725
80-7233-00
80-7234-00
58-0218-00
80-7222-00
80-7225-00
80-7224-00
80-7226-00
80-7227-00
80-7230-00
80-6941-00
32 12-24_CAGE_NUT
20 55-5104-00
2
4
1
1
1
2
4
1
58-0191-14
55-6006-03
72-0627-00
72-0628-00
72-0629-00
72-0630-00
55-2036-00
72-0631-00
1 CONTROLLER
1 58-9058-00
1 ECUA12ACA-AC
1
4
2
2
50-2017-00
80-7237-00
80-7238-00
80-7239-00
26 53-0012-00
1
1
1
2
1
2
50-2019-00
80685
80680
58-0142-17
58-0122-04
58-0224-07
2 545047-AM
80-7217-00
72-0632-00
5
2
1 2349062-LOUVER
2 58-0309-05
2 2"X60 CONDUIT
1 EXT WALL LOUVER
1 HVAC CONTROL BOX
2 58-0058-02
12 25-0005-00
1 GROUND LOOP
4 58-0057-02
1 1X3 CARFLEX
1 1X26 CARFLEX
2 INT-EXT GRD CABLE
80-7072-00
55-6025-06
55-2002-07
58-0121-02
58-0264-04
72-0635-00
80-7073-00
23-0181-00
4
4
4
3
2
1
2
2
1 ALARM BLOCK-ATT
3
4
80-7075-00
80-7070-00
32 55-5061-00
2 80-6845-00
4 U-BOLT
4 58-0049-32
1 SMOKE DETECTER
1 582127000zz041- NETSURE
1
4
2
2
9
9
9
1
7
5
2
1
55-9304-03
58-9008-03
58-0271-02
55-9383-01
55-6006-34
55-8001-12
80-6847-00
58-0309-04
58-0191-09
58-0264-03
80-7038-00
80-7039-00
1 LOAD CENTER
2
1
2
80-7035-00
80-7036-00
58-0027-00
16 55-2033-01
16 90-0017-00
16 55-9212-00
24 58-0049-44
16 58-0049-45
58-0049-46
58-0049-47
58-0049-48
4
2
1
2" x 7" PIPE NIPPLE
2" EMT BOX CONNECTOR
2" LOCK RING
2" PLASTIC PIPE BUSHING
1/2-13 X 2.5 SS HHCS
.50 SS LOCK WASHER
1/2" ID X 2" OD SS WASHER
SCE-24EL2408LP
COMP LUG #2, 2 HOLE,STRNDED, 2 HOLE SHRT
ROXTEC EZENTRY 16/16
SIDE AC SEAL
TOP AC SEAL
LIGHT MNT PLATE
WALL SLEEVE
RECEPTACLE BOX GFCI W/MOUNTING EARS
1/4-20 NUTSERT - CLOSED END
1/4-20 x 1.00 SS SECURITY BOLT
1/4" SEALING WASHER
2" CABLE RACK END CAPS
WALL BRKT F/2" CABLE RACK
LADDER RACK 2" X 57/58" SOLID
LADDER RACK 2" X 47/48" SOLID
LADDER RACK 2" X 25" SOLID
GPS MOUNT
3/8-16 X 4.5 SS HHCS
Nut Hex SS 3/8-16
COVER F/4" SQ BOX
ROXTEC EZENTRY 4/4
MELAMINE PANEL
COVER PLATE
FLEXIBLE PLASTIC PLUG 1-1/2"
RACK BRACE
PAINTED UNISTRUT
HHCS ZN 3/8-16 X 1 1/4
GPS PIPE MOUNT
AUX CABLE RACK BRKT
ANCHOR SHACKLE
36" THRESHOLD
AWNING - SHELTER
SCREW TEK SS #12 X 3/4
7/8-14 ZN NYLOCK
7/8-14 X 5.00 HHCS
MELAMINE PANEL
Washer Split Ring SS 3/8
.25 X 2 X 14 GRD BAR
DOOR ALARM BRKT
SHELTER CELING PANEL
SHELTER CELING PANEL
LIGHT SWITCH COVER 4" SQ
SHELTER,WALL CORNER
WALL CORNER
SHELTER WALL PANEL
CORNER SUPPORT
WALL CORNER
TOP DOOR SEAL CHNL
SIDE DOOR SEAL CHNL
12-24 CAGE NUT
SCREW FHPH SS 12-24 X 1"
COMP LUG 10AWG, 2 HOLE, 10 STUD, 5/8 CTR
Screw HHCS SS 1/4-20 x 3/4
MELAMINE HDR PANEL
MELAMINE PANEL
MELAMINE PANEL
MELAMINE PANEL
AHS4-616-150BS NUTSERT
TELCO BOARD-WHITE
FOLD DOWN DESK
SLIMPAC 1
36" DOOR FRAME
A/C WALL SUPPORT
A/C WALL SUPPORT
A/C WALL SUPPORT
RIVET POP SS/SS .187 X .126-.250 CE
36" DOOR ASSEMBLY
SUPPLY GRILL
RETURN GRILL
ROSENBERGER GRB-ATTG0424PUNI
1/2" RAISED GFCI COVER 4" SQ
20A RECEPT
ROXTEC MNT PLATE
MELAMINE PANEL
FRAME: TOP & BOTTOM
12X12X4 PULL BOX
2" EMT
EXT. LED MOTION LIGHT
HALO STANDOFF CLAMPS - 1"
1" inch 90 degree liquidtight non-metallic fitting
80x80 BASE
SHELTER WALL PANEL
SHELTER WALL PANEL
SHELTER WALL PANEL
CARRIAGE BOLT SS 5/16-18 X 1
NUT HEX FLANGED SS 5/16
LH SUB FLOOR
RH SUB FLOOR
LIFTING EYE
CARRIAGE BOLT SS 5/16-18 X 3/4
5/16-18 NUTSERT - SEALING
3/8-16 x 1.25 SS HHCS
3/8-16 x 1.00 SS HHCS
Washer Flat SS 3/8
NYLOCK NUT SS 3/8-16
MELAMINE PANEL
MELAMINE PANEL
MELAMINE PANEL
TILE FLOOR
Washer Split Ring SS 1/4
CELING PANEL
SHELTER CELING PANEL
NUTSERT AHS4-420-165
80x80 ROOF ASSY
LADDER RACK HORIZONTAL TEE
LADDER RACK BRKT
4S BOX, DBL GANG, 2-1/8" DEEP W/DIMPLE
SHELTER CELING PANEL
4 LED LIGHT ASSY
SHELTER CORNER TRIM
DESCRIPTION
6/14/21
FINAL CD'S
NP
839612
CM
IDL01003
IDL01003
1250 WEST USTICK ROAD
MERIDIAN, ID 83646
161 Inverness Drive West 2nd floor
Englewood, Colorado 80112
PREPARED FOR:
REV DESCRIPTIONDATE
SHEET TITLE:
SHEET NUMBER:
CHECKED BY:
DRAWN BY:
BU NO:
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.
Tower Owner:
AT&T Site ID:
Licensor:
Issued For:
AT&T SITE NO:
A&E:
at&t
2055 SOUTH STEARMAN DRIVE
CHANDLER, AZ 85286
B RAD CENTER CHANGE04/23/21
A 4/07/21 PRELIMINARY CD'S
C RAD CENTER CHANGE06/01/21
0 SUBMITTAL CD'S06/03/21
0A 6/14/21 SUBMITTAL CD'S
TIM ALEX A N D E RSIGNED,
EXPIRES, 28 FEB 2023
GENERATOR DETAILS
S-3
SITE TYPE: MONOPOLE/WIC1
GENERATOR DETAILS
6/14/21
FINAL CD'S
NP
839612
CM
IDL01003
IDL01003
1250 WEST USTICK ROAD
MERIDIAN, ID 83646
161 Inverness Drive West 2nd floor
Englewood, Colorado 80112
PREPARED FOR:
REV DESCRIPTIONDATE
SHEET TITLE:
SHEET NUMBER:
CHECKED BY:
DRAWN BY:
BU NO:
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.
Tower Owner:
AT&T Site ID:
Licensor:
Issued For:
AT&T SITE NO:
A&E:
at&t
2055 SOUTH STEARMAN DRIVE
CHANDLER, AZ 85286
B RAD CENTER CHANGE04/23/21
A 4/07/21 PRELIMINARY CD'S
C RAD CENTER CHANGE06/01/21
0 SUBMITTAL CD'S06/03/21
0A 6/14/21 SUBMITTAL CD'S
TIM ALEX A N D E RSIGNED,
EXPIRES, 28 FEB 2023
GENERAL
ELECTRICAL/
GROUNDING NOTES
E-1
15.THE ENTIRE ELECTRICAL INSTALLATION SHALL BE GROUNDED AS REQUIRED BY ALL APPLICABLE
CODES.
16.PATCH, REPAIR, AND PAINT ANY AREA THAT HAS BEEN DAMAGED IN THE COURSE OF THE
ELECTRICAL WORK.
17.IN DRILLING HOLES INTO CONCRETE (WHETHER FOR FASTENING OR ANCHORING PURPOSES OR
PENETRATIONS THROUGH THE FLOOR FOR CONDUIT RUNS, PIPE RUNS, ETC.) IT MUST BE CLEARLY
UNDERSTOOD THAT TENDONS AND RE-BARS WILL NOT BE DRILLED INTO, CUT, OR DAMAGED
UNDER ANY CIRCUMSTANCES.
18.LOCATION OF TENDONS AN RE-BARS ARE NOT DEFINITELY KNOWN AND THEREFORE MUST BE
SEARCHED FOR BY APPROPRIATE METHODS AND EQUIPMENT VIA X-RAY, OR OTHER DEVICES
THAT CAN ACCURATELY LOCATE THE REINFORCING STEEL TENDONS.
19.PENETRATIONS IN FIRE RATED WALLS SHALL BE FIRE STOPPED IN ACCORDANCE WITH APPLICABLE
LOCAL BUILDING CODES. USING U.L. RATED MATERIALS.
20.ELECTRICAL CONTRACTOR IS TO COORDINATE WITH UTILITY COMPANY FOR CONNECTION OF
TEMPORARY AND PERMANENT POWER TO THE SITE. THE TEMPORARY POWER AND ALL HOOK-UP
COSTS SHALL BE PAID BY THE CONTRACTOR.
21.ELECTRICAL CONTRACTOR SHALL SUBMIT SHOP DRAWINGS AND/OR CATALOG CUT-SHEETS ON
ALL NON-SPECIFIED ORIGINAL MATERIALS AND EQUIPMENT, TO PROJECT MANAGER PRIOR TO
COMMENCEMENT OF THE WORK.
22.UPON COMPLETION OF WORK, CONDUCT CONTINUITY AND SHORT CIRCUIT, AS WELL AS,
GROUNDING TEST, GROUNDING TEST SHALL BE PREFORMED BY INDEPENDENT TESTING AGENCY,
WITH WRITTEN REPORT SUBMITTED TO THE PROJECT MANAGER FOR REVIEW AND APPROVAL.
23.CLEAN PREMISES DAILY OF ALL DEBRIS RESULTING FROM WORK AND LEAVE WORK PREMISES IN A
COMPLETE AND UNDAMAGED CONDITION.
24.ALL EXTERIOR WALL PENETRATIONS SHALL BE SEALED WITH POLYSEAM SEALANT.
25.ALL #2 TINNED BARE COPPER DOWNLEADS TO BE PROTECTED BY 1/2" P.V.C. PIPE AND SECURED.
26.COMPRESSION FITTINGS TO BE USED ON ALL CONDUITS (NO SET SCREWS).
27.ALL #6 STRANDED COPPER WITH GREEN INSULATION TO BE ATTACHED WITH CRIMPED DOUBLE
LUG, ATTACHED WITH NUTS, BOLTS AND STAR WASHERS TYPICAL AND NO-OX GREASE BETWEEN
LUG AND BUS BAR.
28.ALL ABOVE GROUND CONDUIT SHALL BE RIGID GALVANIZED CONDUIT WITH WEATHERPROOF
FITTINGS.
*DATE OF JOB COMPLETION SHALL BE THE DATE ON THE CONTRACTOR'S "NOTICE OF
COMPLETION" SUBMITTED TO THE OWNER.
ELECTRICAL NOTES
AAV ALTERNATE ACCESS VENDOR
AC ALTERNATING CURRENT
AFF ABOVE FINISHED FLOOR
AFG ABOVE FINISHED GRADE
AIC AMPERES INTERRUPT CURRENT
AL ALUMINUM
A/G ABOVE GROUND
AGB ANTENNA GROUND BAR
ATS AUTOMATIC TRANSFER SWITCH
AWG AMERICAN WIRE GAUGE
AWS ADVANCED WIRELESS SERVICES
BATT BATTERY
BBU BASEBAND UNIT
BCW BARE COPPER WIRE
BSCW BARE STRANDED COPPER WIRE
BTCW BARE TINNED COPPER WIRE
C CONDUIT
CAB CABINET
CGB COLLECTOR GROUND BAR
CKT CIRCUIT
CT CURRENT TRANSFORMER
CU COPPER
DC DIRECT CURRENT
DEI DIGITAL EXPANSION INTERFACE
DISC DISCONNECT
EGB EXTERIOR GROUND BAR
EMT ELECTRICAL METALLIC TUBING
FMT FLEXIBLE METALLIC TUBING
G GROUND
GEN GENERATOR
GFCI GROUND FAULT CURRENT INTERRUPTER
GIP GENERATOR INTERFACE PANEL
GND GROUND
GPS GLOBAL POSITIONING SYSTEM
GR GROWTH (CABINET)
GRC GALVANIZED RIGID (STEEL) CONDUIT
HVAC HEATING, VENTILATING, AND AIR CONDITIONING
IPC IDAHO POWER COMPANY
IGB INTERIOR GROUND BAR
IGR INTERIOR GROUND RING (HALO)
IMC INTERMEDIATE METALLIC CONDUIT
ISCW INSULATED STRANDED COPPER WIRE
KAIC KILOAMPERES INTERRUPT CURRENT
LTE LONG TERM EVOLUTION
MGB MAIN (OR MASTER) GROUND BAR
MIN MINIMUM
MTS MANUAL TRANSFER SWITCH
MW MICROWAVE
N NEUTRAL
NEC NATIONAL ELECTRIC CODE
NID NETWORK INTERFACE DEVICE
OC ON CENTER
O/H OVERHEAD
PCS PERSONAL COMMUNICATION SERVICES
PPC POWER PROTECTION CABINET
PRC PRIMARY RADIO CABINET
PT POTENTIAL TRANSFORMER
PVC POLYVINYL CHLORIDE
PWR POWER
RAC RIGID ALUMINUM CONDUIT
RECT RECTIFIER
RET REMOTE ELECTRICAL TILT
RGS RIGID GALVANIZED STEEL
RMT RIGID METALLIC TUBING
RRH REMOTE RADIO HEAD
RRU REMOTE RADIO UNIT
RU RACK UNIT
SCA SHORT CIRCUIT AMPERES
SCCR SHORT CIRCUIT CURRENT RATING
SPD SURGE PROTECTIVE DEVICE
S/S STAINLESS STEEL
TVSS TRANSIENT VOLTAGE SURGE SUPPRESSOR
TYP TYPICAL
U/G UNDERGROUND
UTP UNSHIELDED TWISTED PAIR
VZW VERIZON WIRELESS
WP WEATHERPROOF
WW WIREWAY
XFMR TRANSFORMER
AGP
PANEL A
MOTOR
S
S S3 D
DCP
AGT
UGT
HFLEX
GAS
UGP
UGW
SD
T
METER
@:#
FE
P
UGF
H2
J
X X X X X X X X X X X X X X X X XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX X X X X X X X X X X XXXXXX X X X X X X X X X
XXXXXXXXXXXXXXXXX X X X X X X X X
6/14/21
FINAL CD'S
NP
839612
CM
IDL01003
IDL01003
1250 WEST USTICK ROAD
MERIDIAN, ID 83646
161 Inverness Drive West 2nd floor
Englewood, Colorado 80112
PREPARED FOR:
REV DESCRIPTIONDATE
SHEET TITLE:
SHEET NUMBER:
CHECKED BY:
DRAWN BY:
BU NO:
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.
Tower Owner:
AT&T Site ID:
Licensor:
Issued For:
AT&T SITE NO:
A&E:
at&t
2055 SOUTH STEARMAN DRIVE
CHANDLER, AZ 85286
B RAD CENTER CHANGE04/23/21
A 4/07/21 PRELIMINARY CD'S
C RAD CENTER CHANGE06/01/21
0 SUBMITTAL CD'S06/03/21
0A 6/14/21 SUBMITTAL CD'S
TIM ALEX A N D E RSIGNED,
EXPIRES, 28 FEB 2023
UTILITY SITE PLAN
E-2
SITE TYPE: MONOPOLE/WIC
SCALE:
PROPOSED UTILITY SITE PLAN13/8"=1'-0" (FULL SIZE)
3/16"=1'-0" (11x17)2'2'01'
(P) UNDERGROUND POWER ROUTE FROM
POWER SOURCE TO METER (2" CONDUIT)
(POWER SOURCE LOCATION TO BE
DETERMINED BY OTHERS) (PENDING UCR)
(P) UNDERGROUND POWER FROM
DISCONNECT TO LOAD CENTER (2" CONDUIT)
(PENDING UCR)
(P) UNDERGROUND FIBER FROM FIBER SOURCE
TO TELCO DEMARCATION POINT
(FIBER SOURCE LOCATION TO BE DETERMINED
BY OTHERS) (PENDING UCR)
(P) UNDERGROUND CONDUITS FROM GENERATOR TO WIC
(ONE 2" & TWO 1" CONDUIT)
(PENDING UCR)
(P) AT&T 30KW AC DIESEL GENERATOR
ON 4'-0"X9'-0" CONCRETE PAD
(E) 150'-0" MONOPOLE
(E) FENCE
(E) FENCE GATE
(E) UTILITY FRAME
BY OTHERS
(E) LEASE AREA BY OTHERS
(E) ICE BRIDGE BY OTHERS
(E) EQUIPMENT SHELTER BY OTHERS
(E) ICE BRIDGE BY OTHERS
19'-0"
(E) UTILITY VAULT
(E) PAD MOUNTED
TRANSFORMER
20'-0"20'-0"29'-0"29'-0"15'-0"20'-0"UGPUGPUGPUGPUGPUGPUGPUGPUGPUGP
(P) AT&T 8'-0"x8'-0" WALK-IN CABINET
(SEE SHEET A-2.2 FOR DETAILS)
(P) AT&T UTILITY FRAME
W/ ELECTRICAL EQUIPMENT
(P) AT&T 19'-0" ICE BRIDGE
(P) AT&T 15'-0"X20'-0" LEASE AREA
(E) 20'X20' CONCRETE PAD
UGFUGFUGFUGPUGPUGPUGPUGPUGPUGPUGPUGP
POWER ONE-LINE
DIAGRAM
E-32ONE-LINE DIAGRAM
SITE TYPE: MONOPOLE/WIC
6/14/21
FINAL CD'S
NP
839612
CM
IDL01003
IDL01003
1250 WEST USTICK ROAD
MERIDIAN, ID 83646
161 Inverness Drive West 2nd floor
Englewood, Colorado 80112
PREPARED FOR:
REV DESCRIPTIONDATE
SHEET TITLE:
SHEET NUMBER:
CHECKED BY:
DRAWN BY:
BU NO:
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.
Tower Owner:
AT&T Site ID:
Licensor:
Issued For:
AT&T SITE NO:
A&E:
at&t
2055 SOUTH STEARMAN DRIVE
CHANDLER, AZ 85286
B RAD CENTER CHANGE04/23/21
A 4/07/21 PRELIMINARY CD'S
C RAD CENTER CHANGE06/01/21
0 SUBMITTAL CD'S06/03/21
0A 6/14/21 SUBMITTAL CD'S
TIM ALEX A N D E RSIGNED,
EXPIRES, 28 FEB 2023
(N) IPC PAD
MOUNTED XFMR,
25KVA, 120/240V,
݊:
1 3$1(/$9݊
3W, NEMA 1, INTERSECT CAT.
NO. AA-G-1220042-3S OR
APPROVED EQUAL
PANEL
'ATT'
PT. #1
PT. #4
(N) SHELTER
(N) 3#3/0 THWN +
1#6G IN 2" PVC
(N) CAMLOCK GIP,
$9݊
3W, ROAM CAT. NO.
MTC6001EC-2
CONTROL
PANEL
2P150
HTR/BATT.
CHARGER
(N) GENERATOR,
15KVA/30KW,
9݊:
DIESEL 2.4L,
GENERAC SD030 OR
APPROVED EQUAL
(N) 1" PVC FOR
CONTROLS &
ALARMS (TYP)
(N) 3#12 THWN +
1#12G IN 3
4" PVC
(TYP)
(N) 3#1/0 THWN +
1#6G IN 2" PVC
(N) 3#3/0 THWN +
1#6G IN 2" EMT
(N) 3#350 MCM THW IN 2"
PVC SCH. 80
SHORT CIRCUIT CALCULATIONS BASED UPON POINT METHOD AS ILLUSTRATED IN BUSSMAN PUBLICATION SPD-90.
FAULT VALUES SHOWN ARE FOR LINE-TO-LINE FAULT @ 208 VAC
FAULT CURRENT AT TRANSFORMER SECONDARY PER LOCAL POWER COMPANY
ISC1 =VP-UT/VS-UT x MUT x ISCP-UT =12175 A
f1 =
2 x L x I SC1(L-L)
=2 x 10 x 12175 =0.0515
C1 x n x VL-L 22737 x 1 x 208
M1 =
1
=
1
=0.9510
1 + f 1 1 + 0.0515
FAULT CURRENT AT METER BANK
ISC2 =M1 x ISC1 =0.951 x 12175 =11579 A
f 2 =
2 x L x I SC2(L-L)
=2 x 3 x 11579 =0.0092
C2 x n x VL-L 36500 x 208
M2 =
1
=
1
=0.9909
1 + f 2 1 + 0.0092
FAULT CURRENT AT METER BANK BUSBAR
ISC3 =M2 x ISC2 =0.9909 x 11579 =11474 A
f 3 =
2 x L x I SC3(L-L)
=2 x 50 x 11474 =0.3962
C3 x n x VL-L 13923 x 1 x 208
M3 =
1
=
1
=0.7162
1 + f 3 1 + 0.3962
FAULT CURRENT AT PANEL 'ATT'
ISC4 =M3 x ISC3 =0.7162 x 11474 =8218 A
(N) METER , 200A,
9݊:
W/ (1) METER
SOCKET, NEMA 3R
PT. #2
PT. #3
NEW EMERSON
7100 DC POWER
PLANT REATED
@10 KAIC
1 FAULT CALCULATIONS
3 PANEL SCHEDULE
6/14/21
FINAL CD'S
NP
839612
CM
IDL01003
IDL01003
1250 WEST USTICK ROAD
MERIDIAN, ID 83646
161 Inverness Drive West 2nd floor
Englewood, Colorado 80112
PREPARED FOR:
REV DESCRIPTIONDATE
SHEET TITLE:
SHEET NUMBER:
CHECKED BY:
DRAWN BY:
BU NO:
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.
Tower Owner:
AT&T Site ID:
Licensor:
Issued For:
AT&T SITE NO:
A&E:
at&t
2055 SOUTH STEARMAN DRIVE
CHANDLER, AZ 85286
B RAD CENTER CHANGE04/23/21
A 4/07/21 PRELIMINARY CD'S
C RAD CENTER CHANGE06/01/21
0 SUBMITTAL CD'S06/03/21
0A 6/14/21 SUBMITTAL CD'S
TIM ALEX A N D E RSIGNED,
EXPIRES, 28 FEB 2023
BATTERY DETAILS &
SPECIFICATIONS
E-43
NOTES
2
MARATHON M12V180FT DETAILS
5
BATTERY ROOM SIGN DETAIL
4
MARATHON M12V180FT CODE REQUIREMENTS
1
MARATHON M12V180FT DETAILS
6/14/21
FINAL CD'S
NP
839612
CM
IDL01003
IDL01003
1250 WEST USTICK ROAD
MERIDIAN, ID 83646
161 Inverness Drive West 2nd floor
Englewood, Colorado 80112
PREPARED FOR:
REV DESCRIPTIONDATE
SHEET TITLE:
SHEET NUMBER:
CHECKED BY:
DRAWN BY:
BU NO:
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.
Tower Owner:
AT&T Site ID:
Licensor:
Issued For:
AT&T SITE NO:
A&E:
at&t
2055 SOUTH STEARMAN DRIVE
CHANDLER, AZ 85286
B RAD CENTER CHANGE04/23/21
A 4/07/21 PRELIMINARY CD'S
C RAD CENTER CHANGE06/01/21
0 SUBMITTAL CD'S06/03/21
0A 6/14/21 SUBMITTAL CD'S
TIM ALEX A N D E RSIGNED,
EXPIRES, 28 FEB 2023
ELECTRICAL DC &
FIBER CABLE DIAGRAM
E-5
NEW LTE
RRH TYP1/2" JUMPER TO
ANTENNA TYP.
5
3
2
1
3
3
4
4
5
5
6 6
FIBER TRAYS
(ALPHA)
(BETA)
(GAMMA)
INDOOR UNIT
RECTIFIER
4
6
SIAD
DC PANEL
OD-DC-12
2
RECTIFIER
RECTIFIERRECTIFIER
46 46 46
NEW LTE
RRH TYP
1/2" JUMPER TO
ANTENNA TYP.
4
466
4
6 46 46 46
1/2" JUMPER TO
ANTENNA TYP.
4
466
4
6 46 46 46
NEW LTE
RRH TYP
NEW LTE
RRH TYP
NEW LTE
RRH TYP
FUTURE LTE
RRH TYP
NEW LTE
RRH TYP
NEW LTE
RRH TYP
NEW LTE
RRH TYP
NEW LTE
RRH TYP
FUTURE LTE
RRH TYP
NEW LTE
RRH TYP
NEW LTE
RRH TYP
NEW LTE
RRH TYP
NEW LTE
RRH TYP
FUTURE LTE
RRH TYP
NEW LTE
RRH TYP
NEW LTE
RRH TYP
1.REFER TO FINAL RFDS FOR RF DESIGN AND PLUMBING.
2.REFER TO FINAL RFDS FOR FINAL RADIO HEAD COUNT.
3.REFER TO EQUIPMENT LAYOUT FOR RACK LOCATION.
4.WIRE LENGTH NOT TO EXCEED 15' FROM SURGE SUPPRESSOR TO RRH.
5.RRH & SQUID DESIGN TYPICAL PER SECTOR.
6.ROUTE TO THE NEAREST GROUND BAR TYP.
7.DAISY CHAIN RRHs ONLY WHEN REQUIRED BY SPECTRUM CONSTRAINTS.
NOTES:
RAYCAP SURGE
SUPPRESSOR
DC9-48-60-24-8C-EV
CIRCUIT SCHEDULE
1
2
-48VDC 50A CIRCUIT
(8-AWG)
18 PAIR FIBER OPTIC
TRUNK CABLE
3
4
5
3 PAIR #8-AWG DC TRUNK
CABLE
#8-AWG DC JUMPER
FIBER OPTIC JUMPER
CABLE
6
-48VDC 50A CIRCUIT
(8-AWG)
CABLE LENGTH TABLE
SECTOR
PDF
DISTANCE &
CABLE TYPE
DC-6
DISTANCE &
CABLE TYPE
SQUID
DISTANCE &
CABLE TYPE
RRH
TOTAL
CABLE
LENGTH
FINAL
VOLTAGE
ALPHA 6'#8 AWG 126'(2) #8 AWG 6'#8 AWG 138'SEE
CALCULATIONS
BETA 6'#8 AWG 126'(2) #8 AWG 6'#8 AWG 138'SEE
CALCULATIONS
GAMMA 6'#8 AWG 126'(2) #8 AWG 6'#8 AWG 138'SEE
CALCULATIONS
RAYCAP SURGE
SUPPRESSOR
DC9-48-60-24-8C-EV
RAYCAP SURGE
SUPPRESSOR
DC9-48-60-24-8C-EV
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
XXXXXXXXXXXXXXXXXXXXXXXXGROUNDING PLAN,
NOTES & DETAILS
G-1
SITE TYPE: MONOPOLE/WIC
6/14/21
FINAL CD'S
NP
839612
CM
IDL01003
IDL01003
1250 WEST USTICK ROAD
MERIDIAN, ID 83646
161 Inverness Drive West 2nd floor
Englewood, Colorado 80112
PREPARED FOR:
REV DESCRIPTIONDATE
SHEET TITLE:
SHEET NUMBER:
CHECKED BY:
DRAWN BY:
BU NO:
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.
Tower Owner:
AT&T Site ID:
Licensor:
Issued For:
AT&T SITE NO:
A&E:
at&t
2055 SOUTH STEARMAN DRIVE
CHANDLER, AZ 85286
B RAD CENTER CHANGE04/23/21
A 4/07/21 PRELIMINARY CD'S
C RAD CENTER CHANGE06/01/21
0 SUBMITTAL CD'S06/03/21
0A 6/14/21 SUBMITTAL CD'S
TIM ALEX A N D E RSIGNED,
EXPIRES, 28 FEB 2023
SCALE:
EQUIPMENT GROUNDING PLAN13/4"=1'-0" (FULL SIZE)
3/8"=1'-0" (11x17)1'06"1'
GENERAL GROUNDING NOTES:
1.GROUNDING SHALL BE INSTALLED 6" BELOW FROST DEPTH OR 30" BELOW GRADE,
WHICHEVER IS GREATER. CONFIRM FROST DEPTH WITH JURISDICTION.
2.ALL DETAILS ARE SHOWN IN GENERAL TERMS. ACTUAL INSTALLATION AND
CONSTRUCTION MAY VARY DUE TO SITE SPECIFIC CONDITIONS.
3.GROUND ALL ANTENNA BASES, FRAMES, CABLE RUNS, AND OTHER METALLIC
COMPONENTS USING GROUND WIRES AND CONNECT TO SURFACE MOUNTED
BUS BARS. FOLLOW ANTENNA AND BTS MANUFACTURERS PRACTICES FOR
GROUNDING REQUIREMENTS. GROUND COAX SHIELD AT BOTH ENDS AND EXIT
FROM TOWER OR POLE USING MFR'S PRACTICES.
4.ALL GROUND CONNECTIONS SHALL BE CADWELD. ALL WIRES SHALL BE COPPER
THHN/THWN. ALL GROUND WIRE SHALL BE GREEN INSULATED WIRE ABOVE
GROUND.
5.CONTRACTOR TO VERIFY AND TEST GROUND TO SOURCE. GROUNDING AND
OTHER OPERATIONAL TESTING WILL BE WITNESSED BY AT&T REPRESENTATIVE.
6.ELECTRICAL CONTRACTOR TO PROVIDE DETAILED DESIGN OF GROUNDING
SYSTEM, AND RECEIVE APPROVAL OF DESIGN BY AUTHORIZED AT&T MOBILITY
REPRESENTATIVE, PRIOR TO INSTALLATION OF GROUNDING SYSTEM. PHOTO
DOCUMENT ALL CADWELDS AND GROUND RING
7.NOTIFY CONSTRUCTION MANAGER IF THERE ARE ANY DIFFICULTIES INSTALLING
GROUNDING SYSTEM DUE TO SITE SOIL CONDITIONS.
SCALE:
ANTENNA GROUNDING PLAN1 1/2"=1'-0" (FULL SIZE)
1/4"=1'-0" (11x17)2'2'1'0
6/14/21
FINAL CD'S
NP
839612
CM
IDL01003
IDL01003
1250 WEST USTICK ROAD
MERIDIAN, ID 83646
161 Inverness Drive West 2nd floor
Englewood, Colorado 80112
PREPARED FOR:
REV DESCRIPTIONDATE
SHEET TITLE:
SHEET NUMBER:
CHECKED BY:
DRAWN BY:
BU NO:
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.
Tower Owner:
AT&T Site ID:
Licensor:
Issued For:
AT&T SITE NO:
A&E:
at&t
2055 SOUTH STEARMAN DRIVE
CHANDLER, AZ 85286
B RAD CENTER CHANGE04/23/21
A 4/07/21 PRELIMINARY CD'S
C RAD CENTER CHANGE06/01/21
0 SUBMITTAL CD'S06/03/21
0A 6/14/21 SUBMITTAL CD'S
TIM ALEX A N D E RSIGNED,
EXPIRES, 28 FEB 2023
GROUNDING DETAILS
G-2
A
EXTERIOR GROUND RING: #2 AWG SOLID COPPER, BURIED AT A DEPTH OF AT LEAST
30 INCHES BELOW GRADE, OR 6 INCHES BELOW THE FROST LINE AND
APPROXIMATELY 24 INCHES FROM THE EXTERIOR WALL OR FOOTING. (ATT-TP-76416
2.2.3.5/7.5.1)
TOWER GROUND RING: THE GROUND RING SYSTEM SHALL BE INSTALLED AROUND
AN ANTENNA TOWER'S LEGS, AND/OR GUY ANCHORS. WHERE SEPARATE SYSTEMS
HAVE BEEN PROVIDED FOR THE TOWER AND THE BUILDING, AT LEAST TWO BONDS
SHALL BE MADE BETWEEN THE TOWER RING GROUND SYSTEM AND THE BUILDING
RING GROUND SYSTEM USING MINIMUM #2 AWG SOLID COPPER CONDUCTORS.
(ATT-TP-76416 7.5.1)
INTERIOR GROUND RING: #2 AWG STRANDED GREEN INSULATED COPPER
CONDUCTOR EXTENDED AROUND THE PERIMETER OF THE EQUIPMENT AREA. ALL
NON-TELECOMMUNICATIONS RELATED METALLIC OBJECTS FOUND WITHIN A SITE
SHALL BE GROUNDED TO THE INTERIOR GROUND RING WITH #6 AWG STRANDED
GREEN INSULATED CONDUCTOR. (ATT-TP-76416 7.6.4)
BOND TO INTERIOR GROUND RING: #2 AWG SOLID TINNED COPPER WIRE PRIMARY
BONDS SHALL BE PROVIDED AT LEAST AT FOUR POINTS ON THE INTERIOR GROUND
RING, LOCATED AT THE CORNERS OF THE BUILDING. (ATT-TP-76416 7.5.2.2)
GROUND ROD:8//,67('&233(5&/$'67((/0,1,080´',$0(7(5%<(,*+7
FEET LONG. ALL GROUND RODS MAY BE INSTALLED WITH INSPECTION SLEEVES.
GROUND RODS SHALL BE DRIVEN TO THE DEPTH OF GROUND RING CONDUCTOR.
(ATT-TP-76416 1.4 / 2.2.3.10)
CELL REFERENCE GROUND BAR: POINT OF GROUND REFERENCE FOR ALL
COMMUNICATIONS EQUIPMENT FRAMES. ALL BONDS ARE MADE WITH #2 AWG
STRANDED GREEN INSULATED COPPER CONDUCTORS. BOND TO GROUND RING
WITH (2) #2 SOLID TINNED COPPER CONDUCTORS. (ATT-TP-76416 7.6.7)
HATCH PLATE GROUND BAR: BOND TO THE INTERIOR GROUND RING WITH TWO #2
AWG STRANDED GREEN INSULATED COPPER CONDUCTORS. WHEN A HATCH-PLATE
AND A CELL REFERENCE GROUND BAR ARE BOTH PRESENT, THE CRGB MUST BE
CONNECTED TO THE HATCH-PLATE AND TO THE INTERIOR GROUND RING USING
TWO #2 AWG STRANDED GREEN INSULATED COPPER CONDUCTORS.
EXTERIOR CABLE ENTRY PORT GROUND BARS: LOCATED AT THE ENTRANCE TO
THE CELL SITE BUILDING. BOND TO GROUND RING WITH A #2 AWG SOLID TINNED
COPPER CONDUCTORS WITH AN EXOTHERMIC WELD AND INSPECTION SLEEVE.
(ATT-TP-76416 7.6.7.2)
TOWER EXIT GROUND BAR: #2 AWG SOLID TINNED COPPER BOND TO THE TOWER
GROUND RING. (ATT-TP-76416 7.5.5)
TELCO GROUND BAR: BOND TO BOTH CELL REFERENCE GROUND BAR AND
EXTERIOR GROUND RING. (ATT-TP-76416 7.6.8)
FRAME BONDING: THE BONDING POINT FOR TELECOM EQUIPMENT FRAMES SHALL
BE THE GROUND BUS THAT IS NOT ISOLATED FROM THE EQUIPMENTS METAL
FRAMEWORK. BOND THE FRAME GROUND BUS OR SUPPLEMENTARY CONDUCTOR
727+(³,´6(&7,212)7+(&(//5()(5(1&(*5281'%$5 $7773
AND 7.8)
INTERIOR UNIT BONDS: METAL FRAMES, CABINETS AND INDIVIDUAL METALLIC UNITS
LOCATED WITH THE AREA OF THE INTERIOR GROUND RING REQUIRE A #6 AWG
STRANDED GREEN INSULATED COPPER BOND TO THE INTERIOR GROUND RING.
(ATT-TP-76416 7.12.3.1)
FENCE AND GATE GROUNDING: METAL FENCES WITHIN 7 FEET OF THE EXTERIOR
GROUND RING OR OBJECTS BONDED TO THE EXTERIOR GROUND RING SHALL BE
BONDED TO THE GROUND RING WITH A #2 AWG SOLID TINNED COPPER
CONDUCTOR AT AN INTERVAL NOT EXCEEDING 25 FEET. BONDS SHALL BE MADE AT
EACH GATE POST AND ACROSS GATE OPENINGS. (ATT-TP-76416 7.12.2.2)
EXTERIOR UNIT BONDS: METALLIC OBJECTS, EXTERNAL TO OR MOUNTED TO THE
BUILDING, SHALL BE BONDED TO THE EXTERIOR GROUND RING. (ATT-TP-76416
7.12.2)
ICE BRIDGE SUPPORTS: EACH ICE BRIDGE LEG SHALL BE BONDED TO THE GROUND
RING WITH #2 AWG BARE TINNED COPPER CONDUCTOR. PROVIDE EXOTHERMIC
WELDS AT BOTH THE ICE BRIDGE LEG AND BURIED GROUND RING. (ATT-TP-76416
7.4.2.6)
DURING ALL DC POWER SYSTEM CHANGES INCLUDING DC SYSTEM CHANGE OUTS,
RECTIFIER REPLACEMENTS OR ADDITIONS, BREAKER DISTRIBUTION CHANGES,
BATTERY ADDITIONS, BATTERY REPLACEMENTS AND INSTALLATIONS OR CHANGES
TO DC CONVERTER SYSTEMS IT SHALL BE REQUIRED THAT SERVICES
CONTRACTORS VERIFY ALL DC POWER SYSTEMS ARE EQUIPPED WITH A MASTER
DC SYSTEM RETURN GROUND CONDUCTOR FROM THE DC POWER SYSTEM
COMMON RETURN BUS DIRECTLY CONNECTED TO THE CELL SITE REFERENCE
GROUND BAR (CRGB) PER TP76300 SECTION H 6 AND TP76416 FIGURE 7-11
REQUIREMENTS.
B
C
D
E
F
G
H
J
K
L
M
N
P
Q
F
D
J
C
E
NOTES
1.GROUNDING IS SHOWN
DIAGRAMMATICALLY ONLY.
2.CONTRACTOR SHALL GROUND
ALL EQUIPMENT AS A
COMPLETE SYSTEM.
GROUNDING SHALL BE IN
COMPLIANCE WITH NEC
SECTION 250 AND AT&T
GROUNDING AND BONDING
REQUIREMENTS (ATT-TP-76416)
AND MANUFACTURER'S
SPECIFICATIONS.
3.ALL GROUND CONDUCTORS
SHALL BE COPPER; NO
ALUMINUM CONDUCTORS
SHALL BE USED.
LEGEND
R
M
B
A
R
E
#2 AWG
T
NEW GPS
ANTENNA
#6 AWG GROUND
(PROVIDED WITH
KIT)
#2 AWG TO
GROUND RING
LL
#2 AWG
1
TYPICAL GROUNDING SCHEMATIC
6/14/21
FINAL CD'S
NP
839612
CM
IDL01003
IDL01003
1250 WEST USTICK ROAD
MERIDIAN, ID 83646
161 Inverness Drive West 2nd floor
Englewood, Colorado 80112
PREPARED FOR:
REV DESCRIPTIONDATE
SHEET TITLE:
SHEET NUMBER:
CHECKED BY:
DRAWN BY:
BU NO:
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.
Tower Owner:
AT&T Site ID:
Licensor:
Issued For:
AT&T SITE NO:
A&E:
at&t
2055 SOUTH STEARMAN DRIVE
CHANDLER, AZ 85286
B RAD CENTER CHANGE04/23/21
A 4/07/21 PRELIMINARY CD'S
C RAD CENTER CHANGE06/01/21
0 SUBMITTAL CD'S06/03/21
0A 6/14/21 SUBMITTAL CD'S
TIM ALEX A N D E RSIGNED,
EXPIRES, 28 FEB 2023
GROUNDING DETAILS
G-3
DC/FIBER
TO RRH
SURGE PROTECTOR
& OR FIBER POWER
CONNECTOR
DC AND FIBER TO SURGE
PROTECTOR(S)
MOUNT GROUNDING BUS BAR
TO TOWER AT GROUND LEVEL
WITH ISOLATION.
MOUNT GROUNDING BUS BAR NEAR
ANTENNA ARRAY WITHOUT ISOLATION.
(2) #2 AWG GROUND
WIRE TO RRH, TYP
RRH(S), TYP
LTE
ANTENNA
BOND RF
BUS BAR(S)
TO "I" SECTION
4"x30"x1/4"
THICK COPPER
GALVANIZED
GROUND BAR
"A" SECTION BONDED TO:
xINTERIOR GROUND RING
xEXTERNAL EARTH GROUND
(BURIED GROUND RING)
xMETALLIC COLD WATER PIPE
(IF AVAILABLE)
xBUILDING STEEL
(IF AVAILABLE)
EXOTHERMICALLY WELD #2 AWG
BARE TINNED SOLID COPPER WIRE
CONDUCTOR TO GROUND BAR.
ROUTE CONDUCTOR TO BURIED
GROUND RING AND PROVIDE
PARALLEL EXOTHERMIC WELD
INTERIOR
GROUND
RING
DOUBLE CRIMP
CONNECTION, TYP
ISOLATOR, TYP
UTILIZE GROUND KITS WITH #2
AWG AND 2-HOLE
COMPRESSION LUGS UNLESS
SPECIFIED OTHERWISE
BOND DC BUS BAR(S) & POTENTIAL
SURGE PRODUCING EQUIPMENT TO
"P" SECTION
NOTE: COAT ALL MECHANICAL CONNECTIONS WITH
"NO-OX" OR APPROVED.
WALL
MOUNTING
BRACKET
"X" ~ VARIES
#2 SOLID BARE
TINNED COPPER WIRE
CADWELD (TYPE-GL)
NOTE: COAT ALL MECHANICAL CONNECTIONS WITH "NO-OX" OR
APPROVED.
GROUND KITS WITH LONG BARREL
COMPRESSION DOUBLE LUGS AND
INSPECTION WINDOW, ATTACH TO
GROUND BAR
X"x4"x1/4"
THICK COPPER
GALVANIZED
GROUND BAR
ISOLATOR
(WHEN
APPLICABLE)
TYPE TA TYPE VN TYPE NC TYPE SS
TYPE W TYPE VS TYPE VB TYPE PT
TYPE GT TYPE GY TYPE GR TYPE GL
NOTE: CADWELD "TYPES" SHOWN ABOVE ARE EXAMPLES - CONSULT WITH
PROJECT MANAGER FOR SPECIFIC TYPES OF CADWELDS TO BE USED.
2
GROUNDING DETAILS
1
CAD WELD EXAMPLES
4
EXOTHERMIC WELD AND GROUND ROD WITH INSPECTION SLEEVE
1'-0"6" BELOW FROSTLINE OR 36" MIN6" BELOW FROST LINEOR 36" MIN1" MAX6" BELOW FROST LINEOR 36" MIN3
NOT USED
6/14/21
FINAL CD'S
NP
839612
CM
IDL01003
IDL01003
1250 WEST USTICK ROAD
MERIDIAN, ID 83646
161 Inverness Drive West 2nd floor
Englewood, Colorado 80112
PREPARED FOR:
REV DESCRIPTIONDATE
SHEET TITLE:
SHEET NUMBER:
CHECKED BY:
DRAWN BY:
BU NO:
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.
Tower Owner:
AT&T Site ID:
Licensor:
Issued For:
AT&T SITE NO:
A&E:
at&t
2055 SOUTH STEARMAN DRIVE
CHANDLER, AZ 85286
B RAD CENTER CHANGE04/23/21
A 4/07/21 PRELIMINARY CD'S
C RAD CENTER CHANGE06/01/21
0 SUBMITTAL CD'S06/03/21
0A 6/14/21 SUBMITTAL CD'S
TIM ALEX A N D E RSIGNED,
EXPIRES, 28 FEB 2023
GROUNDING DETAILS
G-4
3
EXTERIOR TWO-HOLE LUG
S/S NUT
S/S LOCK
WASHER
S/S FLAT
WASHER
[
EXTERNAL TOOTHED
INSPECTION WINDOW IN
BARREL, REQUIRED FOR
ALL INTERIOR TWO-HOLE
CONNECTORS 2'-6" MIN.(TYP)2
HVAC GROUND CONNECTION
1
NOT USED
5
NOT USED
4
SHELTER GROUND DETAIL36" MIN1" MAX12" MAX6" BELOW FROSTLINE OR 36" MIN12"6
NOT USED
9
TEST GROUND ROD WITH INSPECTION SLEEVE
8
TYPICAL BURIED GROUND ROD
7
EXTERIOR RECEPTACLE GROUNDING36" MIN. OR 6" BELOWFROSTLINEMAX. = 2X ROD LENGTH
16'-0"