HomeMy WebLinkAboutPermit Building 2019-04-29PROPRIETARY INFORMATION
THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION
DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR
DISCLOSURE OTHER THAN THAT WHICH RELATES TO THE AT&T
MOBILITY SERVICES IS STRICTLY PROHIBITED.
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Your world. Delivered.
HWY 126 & Mu"HAWK
2656 OLYMPIC STREET
SPRINGFIELD, OR 97477
EG02 I EA: 10127841
GENERAL LOCATION MAP
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DRIVING DIRECTIONS I
FROM LAKE OSWEGO, OR: START OUT GOING WEST ON KRUSE WAY PL TOWARD DANIEL WAY, TURN LEFT ONTO DANIEL WAY, TAKE THE IST RIGHT ONTO KRUSE
WAY, STAY STRAIGHT TO GO ONTO OR -217 / BEAVERTON TIGARD FWY, MERGE ONTO 1-5 S / PACIFIC HIGHWAY 1 S VIA THE RAMP ON THE LEFT TOWARD
SALEM, MERGE ONTO OR -126 E VIA EXIT 194A TOWARD SPRINGFIELD, TAKE THE MOHAWK BLVD EXIT, TURN RIGHT ONTO MOHAWK BLVD, TURN LEFT ONTO
OLYMPIC ST. SITE WILL BE ON THE LEFT
APPROVAUSIGN OFF OF DRAWINGS
CONSULTANT GROUP SIGN OFF DATE SIGNATURE
AT&T SIGN OFF DATE SIGNATURE
CONSTRUCTION MANAGER
COMPLIANCE
LANDLORD'S REPRESENTATIVE
CONSTRUCTION MANAGER
PROJECT MANAGER
DEPLOYMENT MANAGER
SITE ACQUISITION
EQUIPMENT ENGINEER
ZONING
INTERCONNECT
SITE ACQUISITION MANAGER
OPERATIONS
PERMITS
RF ENGINEER
REVIEWERS SHALL CLEARLY PLACE INITIALS ADJACENT TO EACH
REDLINE NOTE AS DRAWINGS ARE BEING REVIEWED
RF ENGINEER MANAGER
X
PROJECT INFORMATION
APPLICANT,
VELOCITEL LLC. 13/0 AT&T MOBILITY CORP
4004 KRUSE WAY PL, SUITE ##220
LAKE OSWEGO. OR 97035
CAMILLE COPE
PH: (503) 858-9296
PROJECT ENGINEER:
VELOCITEL LLC.
576 COLONIAL PARK DR., SUITE #j200
ROSWELL, GA 30075
HUGO W. JUSTINIANO, PE
PROPERTY OWNER:
WARREN/HOWARD PARTNERSHIP ##3
14855 SE 82ND DR.
CLACKAMAS, OR 97015
KEVIN HOWARD
PH: (971) 236-9505
TOWER OWNER:
CROWN CASTLE
SEATTLE DISTRICT
TOWER NAME: SPRINGFIELD
BU## 879543
CONTACT: KATIE STANA
PH: (602) 845-1747
CODE INFORMATION:
ZONING CLASSIFICATION: LIGHT—MEDIUM INDUSTRIAL (1-2)
BUILDING CODE: OSSC 2014
CONSTRUCTION TYPE: IIB
OCCUPANCY: S-2
JURISDICTION: CITY OF SPRINGFIELD
SITE LOCATION: (BASED ON NAD 83)
TAX LOT #: 1703254100102
LATITUDE: N 44' 03' 35.4" (44.0598)
LONGITUDE: W 122' 59' 15.7" (-122.9877)
TOP OF STRUCTURE AGL: 150'-0"
BASE OF STRUCTURE AMSL: t 470.0'
PROJECT AREA:
APPROXIMATE LEASE AREA: 280 SQ. FT.
GENERAL INFORMATION:
1. PARKING REQUIREMENTS ARE UNCHANGED.
2. TRAFFIC IS UNAFFECTED.
3. NO SIGNAGE IS PROPOSED.
PROJECT DESCRIPTION:
AT&T MOBILITY PROPOSES THE FOLLOWING TO AN EXISTING UNSTAFFED RADIO
TELECOMMUNICATIONS FACILITY CONSISTING OF AN ANTENNA ARRAY ON AN EXISTING
150FT MONOPOLE AND AN EXISTING EQUIPMENT ROOM.
AT&T WILL REMOVE/REPLACE FROM TOWER.
11) LTE 700/1900/AWS ANTENNA PER SECTOR, (3) TOTAL
• 1 LTE 700 RRH PER SECTOR, (3) TOTAL
1 UMTS 850/1900 ANTENNA PER SECTOR, (3) TOTAL
• 2 TMA's PER SECTOR, (6) TOTAL
AT&T WILL INSTALL ON TOWER:
• 1 LTE 700/1900/AWS ANTENNA PER SECTOR, (3) TOTAL
1 LTE 850 ANTENNA PER SECTOR, (3) TOTAL
1 LTE 700 812/14 DUAL RRH PER SECTOR, (3) TOTAL
• 1 LTE 850 B5 RRH PER SECTOR, (3) TOTAL
• 2 #j6AWG DC TRUNKS
• 1 FIBER TRUNK
• 1 DC6 SURGE SUPPRESSOR
AT&T WILL REMOVE FROM EQUIPMENT ROOM:
• (1) LTE 850 RRH PER SECTOR, (3) TOTAL
AT&T WILL ADD TO EQUIPMENT ROOM:
• (1) ASIK & (1) ABIL CARD IN EXISTING FSM4 UNIT
• INSTALL BREAKERS AS NEEDED IN EXISTING FIF RACK
•
DRAWING INDEX '
INC
DWG #j
I DESCRIPTION
X
T-1
SV -1
TITLE SHEET
SURVEY
X
GN -1
GENERAL NOTES • •_
X
A-1
OVERALL SITE PLAN e •
X
A-2
COMPOUND LAYOUT PLANS
X
A-3
EQUIPMENT LAYOUT PLANS
X
A-4
ELEVATIONS
A-5
EQUIPMENT DETAILS
A-6
EQUIPMENT DETAILS
A-7
SITE DETAILS
A-8
GRADING & EROSION CONTROL PLAN
A-9
GRADING & EROSION CONTROL DETAILS
A-10
GENERATOR DETAILS
A-11
PROPANE TANK DETAILS
A-12
SIGNAGE DETAILS
A-13
SIGNAGE DETAILS
X
RF -1
I ANTENNA CONFIGURATIONS
X
RF -2
RF DETAILS
RF -3
RF DETAILS
RF -4
RF NOTES
X
G-1
GROUNDING PLAN
X
G-2
GROUNDING DETAILS
G-3
GROUNDING DETAILS
G-4
GROUNDING DETAILS
E-1
UTILITY SITE PLAN
E-2
ELECTRICAL DETAILS
E-3
ELECTRICAL BBU DATA
S-1
SHELTER FOUNDATION DETAILS
_
S-2
STRUCTURAL EQUIPMENT DETAILS
LEGAL DESCRIPTION
REAL PROPERTY IN THE COUNTY OF LANE, STATE OF
OREGON, DESCRIBED AS FOLLOWS:
BEING A PORTION OF LAND DESCRIBED IN DEED TO
CAMERON J. WARREN AND KEVIN HOWARD. RECORDED
MAY 13, 1991, RECEPTION 0. 91-21896, LANE COUNTY
OREGON OFFICIAL RECORDS, AND FURTHER BEING A
PORTION OF LO 3. SOUTHERN PACIFIC INDUSTRIAL PARK
NO. 1, AS PLATTED AND RECORDED IN BOOK 67, PAGE
23, LANE COUNTY OREGON PLAT RECORDS, LANE
COUNTY, OREGON, MORE PARTICULARLY DESCRIBED AS
FOLLOWS:
COMMENCING AT THE SOUTHEAST CORNER OF SAID LOT
3, SAID POINT ALSO BEING ON THE NORTHERLY MARGIN
OF OLYMPIC STREET, THENCE LEAVING SAID POINT OF
COMMENCEMENT, NORTH 88'03'30" WEST 106.53 FEET,
ALONG SAID NORTHERLY MARGIN TO THE SOUTHWEST
CORNER OF THAT TRACT DESCRIBED IN DEED TO LONNE
MORSE, ET ALL, RECORDS ON AUGUST 04, 1994,
RECEPTION NO. 94-57034,SAID OFFICIAL RECORDS, SAID
SOUTHWEST CORNER BEING THE TRUE POINT OF
BEGINNING, THENCE LEAVING SAID TRUE POINT OF
BEGINNING. THENCE LEAVING SAID TRUE POINT OF
BEGINNING. NORTH 01' 53' 25" EAST 187.96 FEET,
ALONG THE WEST LINE OF SAID LANDS OF MORSE TO
THE NORTHWEST CORNER THEREOF, THENCE LEAVING
SAID WEST LINE, NORTH 01' 54' 01" EAST 172.04
FEET, IN A DIRECT LINE, TO THE WEST TERMINUS OF
THAT CERTAIN EASTERLY LINE OF THE LANDS DESCRIBE
IN DEED TO WARREN/HOWARD PARTNERSHIP NO. 3,
HAVING A BEARING AND DISTANCE OF NORTH 8B' 03'
30" WEST 538.00 FEET. AS SAID DEED WAS RECORDED
NOVEMBER 09, 1988, RECEPTION NO. 88-471B4, SAID
OFFICIAL RECORDS, THENCE NORTH 01' 56' 30" EAST
393.05 FEET ALONG THE EAST LINE OF SAID LANDS OF
WARREN AND HOWARD TO THE SOUTHERLY MARGIN OF
INTERSTATE 1-105 FREEWAY, THENCE NORTH 86' 53'
00" WEST 123.19 FEET, ALONG SAID MARGIN, TO A
POINT BEARING SOUTH 86' 53' 00" EAST 93.67 FEET
FROM THE NORTHWEST CORNER OF SAID LOT 3,
THENCE LEAVING SAID MARGIN, SOUTH 01' 56' 30"
WEST 755.58 FEET, PARALLEL TO THE WEST LINE SAID
LOT 3, TO A POINT ON THE AFORESAID NORTH MARGIN
TO THE TRUE POINT OF BEGINNING, IN LANE COUNTY,
OREGON.
MOBILITY
o °ATBTMOEtLTYCC�RPo
19F0� SW 72ND AVE., GTE: 200
TLALATIN, t)R 970112:
D • ••• as
4004 KRUSE°WAY PLACE
BLDG.4004, SUITE #220
LAKE OSWEGO, OR 97035
SITE: EG02
HWY 126 &
MOHAWK
2656 OLYMPIC STREET
SPRINGFIELD, OR 97477
PROJECT:
LTE 6C/RM
ISSUED FOR:
CONSTRUCTION
FAT: 10127841
DRAWN BY: MH
CHECKED BY: JW
CURRENT ISSUE DATE:
3/11/1
I I EXPIRATION DATE: 06/30/2019 11
THE INFORMATION CONTAINED IN THIS
SET OF CONSTRUCTION DOCUMENTS IS
PROPRIETARY BY NATURE ANY USE OR
DISCLOSURE OTHER THAN THAT WHICH
RELATES TO AT&T MOBILITY IS STRICTLY
PROHIBITED.
SHEET TITLE:
TITLE SHEET
SHEET NUMBER: REV.
0
T-1
O QG ••
Lc4,11c
comp al to v re eso s tutions
G • • •
4004 KRUSE WAY PLACE
BLDG.4004, SUITE #220
LAKE OSWEGO, OR 97035
SITE: EG02
HWY 126 &
MOHAWK
2656 OLYMPIC STREET
SPRINGFIELD, OR 97477
PROJECT:
LTE 6C/RM
ISSUED FOR:
CONSTRUCTION
FA®: 10127841
DRAWN BY: MH
CHECKED BY' JW
CURRENT ISSUE DATE:
3/11/19
ITHE INFORMATION CONTAINED IN THIS
SET OF CONSTRUCTION DOCUMENTS IS
PROPRIETARY BY NATURE. ANY USE OR
DISCLOSURE OTHER THAN THAT WHICH
RELATES TO AT&T MOBILITY IS STRICTLY
PROHIBITED.
SHEET TIRE:
GENERAL NOTES
SHEET NUMBER: TLV.
GN -
N- 0
DESCRIBED IN THE DRAWINGS AND OWNER'S PROJECT MANUAL.
COMPANY AS REQUIRED. CONTRACTOR TO REPORT POWER INSTALLATION
ww w w
2. PROVIDE SUPPORTS FOR THE ANTENNA COAX CABLES TO THE ELEVATION OF ALL
• • w r e e w•
• •
GENERAL NOTES:
GENERAL NOTES: (CONTINUED)
CONCRETE NOTES: (CONTINUED)
SAFETY PROCEDURES a a
• • •
1. VERIFY AND CONFIRM ALL DIMENSIONS AND CONDITIONS. NOTIFY AT&T AND
ARCHITECT OF ANY DISCREPANCIES PRIOR TO START OF WORK.
20. CONTRACTOR TO DOCUMENT ALL CHANGES MADE IN THE FIELD BY MARKING UP
(REDLINING) THE APPROVED CONSTRUCTION SET AND SUBMITTING THE REDLINED
6. REINFORCING STEEL SHALL BE DETAILED (INCLUDING HOOKS AND BENDS) IN
ACCORDANCE WITH AC1 315 AND 318. LAP ALL CONTINUOUS REINFORCEMENT AT
FALL PROTECTION METHODS TO BE PER FEDERAL, STATE, LOCAL, OSHA, AT&T AND
OWNER REQUIREMENTS.
t O
�+ t
�}&
SET TO AT&T. UPON COMPLETION.
LEAST 30 BAR DIAMETERS OR A MINIMUM OF 2'-0". PROVIDE CORNER BARS AT
MOBILITY
2. DRAWINGS ARE NOT TO BE SCALED, WRITTEN DIMENSIONS TAKE PRECEDENCE,
9. REINFORCING PARTIALLY EMBEDDED IN CONCRETE SHALL NOT BE FIELD BENT
ALL WALL AND FOOTING INTERSECTIONS. LAP CORNER BARS AT LEAST 30 BAR
TO POLE NOTES: ;
4 _� i ••
THIS SET OF DOCUMENTS IS INTENDED TO BE USED FOR DIAGRAMMATIC
21. FOR CO -LOCATION SITES: CONTACT TOWER OWNER REPRESENTATIVE FOR
DIAMETERS OR A MINIMUM OF 2'-0°. LAP ADJACENT MATS OF WELDED WIRE
• •
cPRGF3.
• •
PURPOSES ONLY, UNLESS NOTED OTHERWISE. THE GENERAL CONTRACTOR'S
PARTICIPATION IN BID WALK.
FABRIC A MINIMUM OF 8° AT SIDES AND ENDS.
1. VERIFICATION THAT THE EXISTING TOWER/POLE CAN SUPPORT 1'14ED
• cA4gT MOBt�ITY Com?.
SCOPE OF WORK SHALL INCLUDE FURNISHING ALL MATERIALS, EQUIPMENT,
ANTENNA LOADING IS TO BE DONE BY OTHERS. •
19801 SW 72QIC?AVE®ST,-.200
LABOR, AND ANY REQUIREMENTS DEEMED NECESSARY TO COMPLETE PROJECT AS
22. CONTRACTOR IS TO COORDINATE ALL POWER INSTALLATION WITH POWER
7. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185.
A/C
TUALATIN, OR 97062
O QG ••
Lc4,11c
comp al to v re eso s tutions
G • • •
4004 KRUSE WAY PLACE
BLDG.4004, SUITE #220
LAKE OSWEGO, OR 97035
SITE: EG02
HWY 126 &
MOHAWK
2656 OLYMPIC STREET
SPRINGFIELD, OR 97477
PROJECT:
LTE 6C/RM
ISSUED FOR:
CONSTRUCTION
FA®: 10127841
DRAWN BY: MH
CHECKED BY' JW
CURRENT ISSUE DATE:
3/11/19
ITHE INFORMATION CONTAINED IN THIS
SET OF CONSTRUCTION DOCUMENTS IS
PROPRIETARY BY NATURE. ANY USE OR
DISCLOSURE OTHER THAN THAT WHICH
RELATES TO AT&T MOBILITY IS STRICTLY
PROHIBITED.
SHEET TIRE:
GENERAL NOTES
SHEET NUMBER: TLV.
GN -
N- 0
DESCRIBED IN THE DRAWINGS AND OWNER'S PROJECT MANUAL.
COMPANY AS REQUIRED. CONTRACTOR TO REPORT POWER INSTALLATION
2. PROVIDE SUPPORTS FOR THE ANTENNA COAX CABLES TO THE ELEVATION OF ALL
COORDINATION SOLUTION(S) TO NETWORK CARRIER REPRESENTATIVE, PROJECT
8. SPIRAL REINFORCEMENT SHALL BE PLAIN WIRE CONFORMING TO ASTM A615,
INITIAL AND FUTURE ANTENNAS. ANTENNA COAX CABLES ARE TO BE SUPPORTED
3.
PRIOR TO THE SUBMISSION OF BIDS, CONTRACTORS INVOLVED SHALL VISIT THE
CONSTRUCTION MANAGER AND ARCHITECT.
GRADE 60, fy=60,000 PSI.
AND RESTRAINED AT THE CENTERS SUITABLE TO THE MANUFACTURER'S
JOB SITE TO FAMILIARIZE THEMSELVES WITH ALL CONDITIONS AFFECTING THE
REQUIREMENTS.
PROPOSED PROJECT. CONTRACTORS SHALL VISIT THE CONSTRUCTION SITE WITH
23. ANY SUBSTITUTIONS OF MATERIALS AND/OR EQUIPMENT, MUST BE APPROVED BY
9. REINFORCING PARTIALLY EMBEDDED IN CONCRETE SHALL NOT BE FIELD BENT
THE CONSTRUCTION/CONTRACT DOCUMENTS TO VERIFY FIELD CONDITIONS AND
AT&T CONSTRUCTION MANAGER.
UNLESS SPECIFICALLY SO DETAILED OR APPROVED BY THE CONSULTANT.
SYMBOLS AND
ABSREIMTIONS
•
CONFIRM THAT THE PROJECT WILL BE ACCOMPLISHED AS SHOWN. PRIOR TO
•
PROCEEDING WITH CONSTRUCTION, ANY ERRORS, OMISSIONS, OR DISCREPANCIES
24. WHERE ANCHORING TO A CONCRETE ROOF,SLAB, CONTRACTOR SHALL CONFIRM
10. CONCRETE PROTECTION (COVER) FOR REINFORCING STEEL SHALL BE AS
A/C
AIR CONDITIONING
MAX MAXIMUM
SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT/ENGINEER VERBALLY
(PRIOR TO SUBMITTING BID) WITH CONSULTING CONSTRUCTION COORDINATOR AND
FOLLOWS:
AGL
ABOVE GROUND LEVEL
MECH MECHANICAL
AND IN WRITING.
ARCHITECT THE PRESENCE OF POST TENSION TENDONS. CONTRACTOR SHALL
APRX
APPROXIMATELY
MTL METAL
INCLUDE PROVISIONS FOR X-RAY PROCEDURES TO LOCATE THE TENDONS.
FOOTINGS AND OTHER UNFORMED SURFACES, EARTH FACE 3-
AWS
ADVANCED WIRELESS SERVICE
MFR MANUFACTURE
4.
AT&T, AND THE ARCHITECTS/ENGINEERS HAVE MADE EVERY EFFORT TO SET
SBU
BATTERY BACKUP UNIT
MGR MANAGER
FORTH IN THE CONSTRUCTION AND CONTRACT DOCUMENTS THE COMPLETE
25. CONTRACTOR SHALL USE STAINLESS STEEL METAL LOCKING TIES FOR ALL CABLE
FORMED SURFACES EXPOSED(= #8 BARS) 2-
BLDG
BUILDING
MIN MINIMUM
SCOPE OF WORK. CONTRACTORS BIDDING THE JOB ARE NEVERTHELESS
TRAY TIE DOWNS AND ALL OTHER GENERAL TIE DOWNS (WHERE APPLICABLE).
BLK
BLOCKING
MISC MISCELLANEOUS
CAUTIONED THAT MINOR OMISSIONS OR ERRORS IN THE DRAWINGS AND OR
PLASTIC ZIP TIES SHALL NOT BE PERMITTED FOR USE ON AT&T PROJECTS.
TO EARTH OR WEATHER (_ #5 BARS) 1J¢"
CLG
CEILING
NA NOT APPLICABLE
SPECIFICATIONS SHALL NOT EXCUSE SAID CONTRACTOR FROM COMPLETING THE
RECOMMENDED MANUFACTURER SHALL BE: PANDUIT CORP. METAL LOCKING TIES
CLR
CLEAR
NIC NOT IN CONTRACT
PROJECT AND IMPROVEMENTS IN ACCORDANCE WITH THE INTENT OF THESE
MODEL NO. MLT4S-CP UNDER SERIES -304 (OR EQUAL). PANDUIT PRODUCT
SLABS AND WALLS (INTERIOR FACE)
CONC
CONCRETE
NTS NOT TO SCALE
DOCUMENTS. THE BIDDER SHALL BEAR THE RESPONSIBILITY OF NOTIFYING (IN
DISTRIBUTED BY TRIARC OF TACOMA, WA.
CONST
CONSTRUCTION
OC ON CENTER
WRITING) AT&T, AND THE ARCHITECT/ENGINEER OF ANY CONFLICTS, ERRORS, OR
11. BARS SHALL BE SUPPORTED ON CHAIRS OR DOME BRICKS.
CONT
CONTINUOUS
OD OUTSIDE DIAMETER
OMISSIONS PRIOR TO SUBMISSION OF CONTRACTOR'S PROPOSAL. IN THE EVENT
26. MAINTAIN THE INTEGRITY OF THE BUILDING ENVELOP AND CONSTRUCT BARRIERS
DBL
DOUBLE
PCS PERSONAL COMMUNICATION
OF DISCREPANCIES THE CONTRACTOR SHALL PRICE THE MORE COSTLY OR
IN THE AREA OF WORK TO PREVENT DAMAGE FROM WEATHER AND
12. ANCHOR BOLTS TO CONFORM TO ASTM A307.
0
DIAMETER
SERVICE
EXTENSIVE WORK, UNLESS DIRECTED OTHERWISE.
CONSTRUCTION DUST AND DEBRIS.
DIAG
DIAGONAL
PDU POWER DISTRIBUTION UNIT
13. NON -SHRINK GROUT SHALL BE FURNISHED BY AN APPROVED MANUFACTURER
ON
DOWN
PLYWD PLYWOOD
5.
THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE PROJECT DESCRIBED IN
SITE NOTES:
AND SHALL BE MIXED AND PLACED IN STRICT ACCORDANCE WITH THE
DET
DETAIL
PROD PROJECT
THE, CONTRACT DOCUMENTS. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE
MANUFACTURER'S PUBLISHED RECOMMENDATIONS. GROUT STRENGTH SHALL BE AT
DWG
DRAWING
PROP PROPERTY
FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, AND
1. CLEAR AND GRUB SITE OF ALL VEGETATION, PAVING, GRAVEL BASE AND OTHER
LEAST EQUAL TO THE MATERIAL ON WHICH IT IS PLACED (3,000 PSI MINIMUM).
EA
EACH
PT PRESSURE TREATED
PROCEDURES FOR COORDINATING ALL PORTIONS OF THE WORK UNDER THE
DEBRIS NOT TO REMAIN. SUBGRADES ARE TO BE SET PRIOR TO LANDSCAPE
ELEV
ELEVATION
REQ REQUIRED
CONTRACT.
INSTALLATION.
14. ALL EXPANSION ANCHORS TO BE HILTI BRAND. ADHESIVE ANCHORS REQUIRE
ELEC
ELECTRICAL
RF RADIO FREQUENCY
TESTING TO CONFIRM CAPACITY UNLESS WANED BY ENGINEER AND LOCAL
EQ
EQUAL
RM ROOM
6.
THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS ACCORDING TO
2. ELEVATION OF SUBGRADE TO BE WITHIN .10 FOOT OF ELEVATIONS SHOWN ON
JURISDICTION.
EQUIP
EQUIPMENT
RO ROUGH OPENING
MANUFACTURER'S/VENDOR'S SPECIFICATIONS UNLESS NOTED OTHERWISE OR
PLAN MINUS DEPTH OF TOPSOIL, FILL, AND MULCH.
EXT
EXTERIOR
RRH REMOTE RADIO HEAD
WHERE LOCAL CODES OR ORDINANCES TAKE PRECEDENCE.
STRUCTURAL STEEL NTYIFC:
FIF
INTERFACE FRAME
ET
3. ALL AREAS SHALL BE ROUGH GRADED WITHIN FOOT OF ELEVATIONS INDICATED
FIN
FINISH
SIM SIMSHT ILAR
7.
ALL WORK PERFORMED ON THE PROJECT AND MATERIALS INSTALLED SHALL BE
BEFORE PLANTING. ALL GRADES SHALL PRODUCE POSITIVE DRAINAGE AWAY FROM
1. SHOP DRAWINGS FOR STRUCTURAL STEEL SHALL BE SUBMITTED TO AT&T AND
FLUOR
FLUORESCENT
SPEC SPECIFICATION
IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES, REGULATIONS, AND
EQUIPMENT SLABS, BUILDINGS AND THROUGH ALL PLANTER AREAS TO AVOID LOW
THE CONSULTANT FOR REVIEW PRIOR TO FABRICATION.
FLR
FLOOR
SF SQUARE FOOT
ORDINANCES. CONTRACTOR SHALL GIVE ALL NOTICES AND COMPLY WITH ALL
SPOTS AND STANDING WATER.
FT
FOOT
SS STAINLESS STEEL
LAWS, ORDINANCES, RULES, REGULATIONS AND LAWFUL ORDERS OF ANY PUBLIC
2. STRUCTURAL STEEL DESIGN, FABRICATION AND ERECTION (INCLUDING FIELD
GA
GAUGE
STL STEEL
AUTHORITY, MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS, AND LOCAL AND
4. NEW GRADES SHALL BLEND NATURALLY INTO EXISTING GRADES.
WELDING, HIGH STRENGTH FIELD BOLTING, EXPANSION BOLTS, AND THREADED
GALV
GALVANIZED
STRUCT STRUCTURAL
STATE JURISDICTIONAL CODES BEARING ON THE PERFORMANCE OF THE WORK.
EXPANSION ANCHORS) SHALL BE BASED ON THE A.I.S.C. -SPECIFICATION FOR
GC
GENERAL CONTRACTOR
STD STUD
5. IN LANDSCAPE AREAS, FINISH GRADES ARE TO FOLLOW THE GRADES AND EDGE
THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR
GRND
GROUND
SUSP SUSPENDED
B.
CONTRACTOR SHALL PROVIDE, AT THE PROJECT SITE, A FULL SET OF
DETAILS INDICATED AND BE MOUNDED 6 INCHES IN THE CENTER OF THE BED
BUILDINGS' LATEST EDITION. SUPERVISION SHALL BE IN ACCORDANCE WITH 2014
GSM .
GLOBAL SYSTEM MOBILE
THRU THROUGH
CONSTRUCTION DOCUMENTS UPDATED WITH THE LATEST REVISIONS AND ADDENDA
ABOVE THE EDGE OF THE LANDSCAPE AREA.
OSSC CHAPTER 22, BY A QUALIFIED TESTING AGENCY DESIGNATED BY THE
GYP
GYPSUM BOARD
TMA TOWER MOUNTED AMPLIFIER
OR CLARIFICATIONS FOR USE BY ALL PERSONNEL INVOLVED WITH THE PROJECT.
CONSULTANT. THE CONSULTANT SHALL BE FURNISHED WITH A COPY OF ALL
HORZ
HORIZONTAL
TND TINNED
6. NOTIFY AT&T AND THE ARCHITECT IF MODIFICATIONS TO THE SHOWN GRADING
INSPECTION REPORTS AND TEST RESULTS.
HR
HOUR
TYP TYPICAL
9.
THE STRUCTURAL COMPONENTS OF ADJACENT CONSTRUCTION OR FACILITIES ARE
SEEM NECESSARY AND OBTAIN APPROVAL PRIOR TO START OF WORK.
HT
HEIGHT
UMTS UNIVERSAL MOBILE
NOT TO BE ALTERED BY THIS CONSTRUCTION PROJECT UNLESS NOTED
3. STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING REQUIREMENTS:
ID
INSIDE DIAMETER
TELECOMMUNICATION SERVICE
OTHERWISE. ENSURE THAT EXCAVATION DOES NOT AFFECT ADJACENT
7. FOOTINGS SHALL BEAR ON FIRM, NATURAL, UNDISTURBED SOIL, OR ON
IN
INCH
VERT VERTICAL
STRUCTURES.
ENGINEERED FILL (COMPACTED TO 957). ENSURE THAT EXCAVATIONS ARE FREE
TYPE OF MEMBER
INFO
INFORMATION
W/ WITH
OF ORGANIC MATERIAL, DEBRIS, OR OTHER FOREIGN MATERIAL NOTIFY ARCHITECT
A. WIDE FLANGE SHAPES ASTM A992, GRADE 50
INSUL
INSULATION
W/O WITHOUT
10.
SEAL ALL PENETRATIONS THROUGH FIRE -RATED AREAS WITH U.L. LISTED OR FIRE
IF ANY UNUSUAL CONDITIONS ARE ENCOUNTERED.
A. SHAPES, PLATES, ANGLES, & RODS ASTM A36, Fy 36 KSI
INT
INTERIOR
WCS WIRELESS COMMUNICATION
MARSHALL APPROVED MATERIALS IF APPLICABLE TO THIS FACILITY AND OR
B. SPECIAL SHAPES AND PLATES ASTM A572, Fy 50 KSI
LBS
POUNDS
SERVICE
PROJECT SITE.
8. FILL AND SLAB BASE MATERIAL SHALL BE 3/4' MINUS CRUSHED ROCK PLACED
C. PIPE COLUMNS ASTM A53, Fy 35 KSI
LTE
LONG TERM EVOLUTION
WP WATER PROOF
IN B" (MAXIMUM) LOOSE LIFTS AND COMPACTED TO 987 ASTM D1557 OR
D. STRUCTURAL TUBING ASTM A500, Fy 46KS1
11.
CONTRACTOR TO PROVIDE A PORTABLE FIRE EXTINGUISHER WITH A RATING OF
AASHTO T-180.
E. ANCHOR BOLTS ASTM A307
LEGEND
NOT LESS THAN 2-A OR 2-A10BC WITHIN 75 FEET TRAVEL DISTANCE TO ALL
F. CONNECTION BOLTS ASTM A325 TWIST -OFF
PORTIONS OF PROJECT AREA DURING CONSTRUCTION.
9. SPECIAL SHALLBE201
11705
SUBJECT PARCEL
SECTION BYO AN IN SPECIAL INSPECTOR APPROVEDBY4THESC
4. HOT DIP GALVANIZE AFTER FABRICATION PER A123 A123M-00 ALL STEEL
/
SECTION LINES
12.
CONTRACTOR SHALL MAKE NECESSARY PROVISIONS TO PROTECT EXISTING
LOCAL JURISDICTION.
EXPOSED TO WEATHER AND WHERE NOTED.
- -
PROPERTY LINES
IMPROVEMENTS, EASEMENTS, PAVING, CURBING, ETC. DURING CONSTRUCTION.
UPON COMPLETION OF WORK, CONTRACTOR SHALL REPAIR ANY DAMAGE THAT
SPECIAL ¢JgoECTVNdC:
5. ALL WELDING SHALL BE IN CONFORMANCE WITH A.I.S.C. AND AWS STANDARDS
- -
RIGHT-OF-WAY LINES
MAY HAVE OCCURRED DUE TO CONSTRUCTION ON OR ABOUT THE PROPERTY.
AND SHALL BE PERFORMED BY ANSI/AWS D1.1 CERTIFIED WELDERS USING E70
•
.05
PROPOSED CONTOUR - MAJOR
1. CONTRACTOR SHALL PROVIDE REQUIRED SPECIAL INSPECTIONS PERFORMED BY
XX ELECTRODES. ONLY PRE-gUALIFIED WELDS (AS DEFINED BY AWS) SHALL BE
PROPOSED CONTOUR - MINOR
13.
CONTRACTOR SHALL KEEP GENERAL WORK AREA CLEAN AND HAZARD FREE
AN INDEPENDENT INSPECTOR, APPROVED BY AT&T AND THE LOCAL JURISDICTION.
USED. WELDING OF GRADE 60 REINFORCING BARS (IF REQUIRED) SHALL BE
0.02 -
EXISTING CONTOUR -MAJOR
DURING CONSTRUCTION AND DISPOSE OF ALL DIRT, DEBRIS, AND RUBBISH.
PERFORMED USING LOW HYDROGEN ELECTRODES. WELDING OF GRADE 40
CONTRACTOR SHALL REMOVE EQUIPMENT NOT SPECIFIED AS REMAINING ON THE
2. THE SPECIAL INSPECTOR SHALL PROVIDE A COPY OF THE REPORT TO THE
REINFORCING BARS (IF REQUIRED) SHALL BE PERFORMED USING E70 XX
EXISTING CONTOUR - MINOR
PROPERTY OR PREMISES. SITE SHALL BE LEFT IN CLEAN CONDITION AND FREE
OWNER, ARCHITECT, STRUCTURAL ENGINEER, CONTRACTOR, AND BUILDING
ELECTRODES. WELDING WITHIN 4' OF COLD BENDS IN REINFORCING STEEL IS
-cxcx-
-cx CX-
COAXIAL CABLE RUN
FROM PAINT SPOTS, DUST, OR SMUDGES OF ANY NATURE.
OFFICIAL.
NOT PERMITTED, SEE REINFORCING NOTE FOR MATERIAL REQUIREMENTS OF
- F0
FO - -FO-FO-
FIBER OPTIC CABLE RUN
WELDED BARS.
-E-E-
-E E-
ELECTRICAL CABLE RUN
14.
THE CONTRACTOR SHALL RECEIVE WRITTEN AUTHORIZATION TO PROCEED WITH
CONCRETE NOTE'S:
CONSTRUCTION PRIOR TO STARTING WORK ON ANY ITEM NOT CLEARLY DEFINED
6. COLD -FORMED STEEL FRAMING MEMBERS SHALL BE OF THE SHAPE, SIZE, AND
-T-T-
-T T-
TELECOM UNDER/OVER HEAD
BY THE CONSTRUCTION DRAWINGS/CONTRACT DOCUMENTS.
1. ALL CONCRETE CONSTRUCTION SHALL BE IN ACCORDANCE WITH ACI -318.
GAGE SHOWN ON THE PLANS. PROVIDE MINIMUM SECTION PROPERTIES INDICATED.
-❑
❑- -0-0-
FENCE - SEDIMENT
ALL COLD -FORMED STEEL FRAMING SHALL CONFORM TO THE A.I.S.S.
"SPECIFICATION
-x
x ' . -x x
FENCE - CHAINLINK, /W BARB
15.
THE CONTRACTOR SHALL PERFORM WORK DURING OWNER'S PREFERRED HOURS
2. CONCRETE SHALL BE MIXED, PROPORTIONED, CONVEYED AND PLACED IN
FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL
TO AVOID DISTURBING NORMAL BUSINESS.
ACCORDANCE WITH CHAPTER 19 OF THE 2014 OSSC. CEMENT SHALL BE ASTM
MEMBERS.'
C150, PORTLAND CEMENT TYPE II U.N.O.
16.
THE CONTRACTOR SHALL PROVIDE AT&T. PROPER INSURANCE CERTIFICATES
7. BOLTED CONNECTIONS SHALL USE BEARING TYPE ASTM A325 BOLTS (3/4' DIA.)
NAMING AT&T. AS ADDITIONAL INSURED, AND AT&T. PROOF OF LICENSE(S) AND
3. THE GENERAL CONTRACTOR SHALL SUPERVISE AND BE RESPONSIBLE FOR THE
AND SHALL HAVE A MINIMUM OF TWO BOLTS UNLESS NOTED OTHERWISE,
PE AND PD INSURANCE.
METHODS AND PROCEDURES OF CONCRETE PLACEMENT.
8. NON-STRUCTURAL CONNECTIONS FOR STEEL GRATING MAY USE 5/8" DIA. ASTM
17.
CONTRACTOR SHALL BE RESPONSIBLE FOR SCHEDULING AND COORDINATING ALL
4. ALL CONCRETE WITH SURFACES EXPOSED TO WEATHER SHALL BE AIR -ENTRAINED
A307 BOLTS UNLESS NOTED OTHERWISE.
INSPECTIONS.
WITH AN AIR -ENTRAINING AGENT CONFORMING TO ASTM C260, C494, C6181
C989 AND C1017. CONCRETE EXPOSED TO FREEZING AND THAWING WHILE MOIST
9. (UNLESS NOTED OTHERWISE). PREPARATION AND PAINTING SHALL BE IN
/
18.
VERIFY AND CONFIRM ALL DIMENSIONS AND CONDITIONS. NOTIFY AT&T AND
SHALL BE AIR ENTRAINED IN ACCORDANCE WITH ACI 318, SECTION 4.4.1.
ACCORDANCE WITH THE SPECIFICATION AND IN ACCORDANCE WITH THE PAINT
CAUTION) CALL BEFORE YOU DIGI BURIED UTILITIES EXIST IN THE AREA AND
MANUFACTURERS WRITTEN INSTRUCTIONS.
below.
UTILITY INFORMATION SHOWN MAY NOT BE COMPLETE. CONTACT THE ONE -CALL
5. REINFORCING STEEL SHALL CONFORM TO ASTM A615 (INCLUDING SUPPLEMENT
Know what's
UTILITY LOCATE SERVICE A MINIMUM OF 48 HOURS PRIOR TO CONSTRUCTION.
S1), GRADE 60, fy=60,000 PSI. EXCEPTIONS: ANY BARS SPECIFICALLY SO NOTED
10. ALL WELDS TO BE 1/4' FILLET UNLESS NOTED OTHERWISE.
C1111 before dig.
CALL 811 TO CONTACT REGIONAL UTILITY LOCATE SERVICE.
ON THE DRAWINGS SHALL BE GRADE 40, fy=40,000 PSI. GRADE 60
you
REINFORCING BARS INDICATED ON DRAWINGS TO BE WELDED SHALL CONFORM TO
11. TOUCH UP ALL FIELD DRILLING, WELDING AND CUT SURFACES WITH 2 COATS OF
19.
CONTRACTOR TO DOCUMENT ALL WORK PERFORMED WITH PHOTOGRAPHS AND
ASTM A706. REINFORCING COMPLYING WITH ASTM A615(S1) MAY BE WELDED
GALVACON (ZINC RICH PAINT) OR APPROVED EQUAL.
SUBMIT TO AT&T. ALONG WITH REDLINED CONSTRUCTION SET.
ONLY IF MATERIAL PROPERTY REPORTS INDICATING CONFORMANCE WITH WELDING
STRUCTURAL DRAWINGS AND
NOTES SHALL TAKE
PROCEDURES SPECIFIED IN A.W.S. D14 ARE SUBMITTED.
PRECEDENCE OVER ALL DRAWINGS AND NOTES.
O QG ••
Lc4,11c
comp al to v re eso s tutions
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4004 KRUSE WAY PLACE
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PROJECT:
LTE 6C/RM
ISSUED FOR:
CONSTRUCTION
FA®: 10127841
DRAWN BY: MH
CHECKED BY' JW
CURRENT ISSUE DATE:
3/11/19
ITHE INFORMATION CONTAINED IN THIS
SET OF CONSTRUCTION DOCUMENTS IS
PROPRIETARY BY NATURE. ANY USE OR
DISCLOSURE OTHER THAN THAT WHICH
RELATES TO AT&T MOBILITY IS STRICTLY
PROHIBITED.
SHEET TIRE:
GENERAL NOTES
SHEET NUMBER: TLV.
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SPRINGFIELD, OR 97477
PROJECT:
LTE 6C/RM
ISSUED FOR:
CONSTRUCTION
FA(<: 10127841
DRAWN BY' MH
CHECKED BY: JW
CURRENT ISSUE DATE:
�I I11EXPIRATION DATE: 06/30/2019
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.....�I DISCLOSURE OTHER THAN THAT WHICH
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SUBJECT PARCEL
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SITE: EG02
HWY 126 &
MOHAWK
2656 OLYMPIC STREET
SPRINGFIELD, OR 97477
PROJECT:
LTE 6C/RM
ISSUED FOR:
CONSTRUCTION
FA(<: 10127841
DRAWN BY' MH
CHECKED BY: JW
CURRENT ISSUE DATE:
�I I11EXPIRATION DATE: 06/30/2019
�T THE INFORMATION CONTAINED IN THIS
iv SET OF CONSTRUCTION DOCUMENTS IS
PROPRIETARY BY NATURE. ANY USE OR
.....�I DISCLOSURE OTHER THAN THAT WHICH
RELATES TO AT&T MOBILITY IS STRICTLY
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SHEET
OVERALL SITE PLAN j A-1 0
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EXISTING CHAINLINK
FENCE W/ BARBED
WIRE ON TOP
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FOR UNDER GROUND CABLING,
(TYP)
K:
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SWING GATE VV
x% OQ
X x X_% Q
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EXISTING (12) 1%" COAX (1) e Q x
1 FIBER AND (4) DC TRUNKS
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4004 KRUSE WAY PLACE
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SITE: EG02
HWY 126 &
MOHAWK
2656 OLYMPIC STREET
SPRINGFIELD, OR 97477
PROJECT:
LTE 6C/RM
ISSUED FOR:
CONSTRUCTION
FA{I: 10127841
DRAWN EFY: MH
CHECKED BY: JW
CURRENT ISSUE DATE
3/11/19
THE INFORMATION CONTAINED IN THIS
SET OF CONSTRUCTION DOCUMENTS IS
PROPRIETARY BY NATURE. ANY USE OR
DISCLOSURE OTHER THAN THAT WHICH
RELATES TO AT&T MOBILITY IS STRICTLY
PROHIBITED.
SHEET TITLE:
COMPOUND
LAYOUT PLANS
SHEET NUMBER: RN.
EXISTING LTE FIF RACK --
W/ DC6—RM AND
DC—DC CONVERTER
EXISTING LTE EQUIPMENT
RACK W/ DC12—RM AND
DC—DC CONVERTER
EXISTING LTE 850 RRH
MOUNTED ON POLE (1)
PER SECTOR, (3) TOTAL
TO BE REMOVED
EXISTING PDU RACK
EXISTING BBU RACK
EXISTING UMTS
CABINETS
MME
EXISTING TELCO BOARD
22'x34' SCALE: 1-2.5'
11707' SCALE: 1"-5' 0' 2.5' 5'
13'-9"
EXISTING CONDUIT
PORT ENTRY FOR
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LAKE OSWEGO, OR 97035
SITE: EG02
HWY 126 &
MOHAWK
2656 OLYMPIC STREET
SPRINGFIELD, OR 97477
PROJECT.
LTE 6C/RM
ISSUED FOR:
CONSTRUCTION
FA/: 10127541
DRAWN BY: MH
CHECKED BY: JW
CURRENT ISSUE DATE:
3/11/19
THE INFORMATION CONTAINED IN THIS
SET OF CONSTRUCTION DOCUMENTS IS
PROPRIETARY BY NATURE. ANY USE OR
DISCLOSURE OTHER THAN THAT WHICH
RELATES TO AT&T MOBILITY IS STRICTLY
NPROHIBITED.
I
SHEET TITLE:
EQUIPMENT LAYOUT
PLANS
NUMBER: REV.
17A®3
0
PROPOSED EQUIPMENT LAYOUT 1
EXISTING ANTENNAS
(BY OTHER CARRIER)
EXISTING TOP OF TOWER
EXISTING ANTENNAS
1150'-0" AGL
(BY OTHER CARRIER)
EXISTING LTE WCS FILTER (1)
PER GAMMA SECTOR, (1)
TOTAL TO REMAIN
EXISTING LTE 1900 RRH (1)
EXISTING LTE WCS RRH
(1) PER SECTOR, (3) TOTAL
TO REMAIN
PER SECTOR, (3) TOTAL TO
BE RELOCATED ON NEW DUAL
MOUNT
EXISTING OVERALL ANTENNA HEIGHT
t 134'-0" AGL
EXISTING LTE AWS RRH
EXISTING TMA (2) PER
(1) PER SECTOR, (3) TOTAL
EXISTING ANTENNA RAD CENTER
SECTOR, (6) TOTAL TO
TO REMAIN
1130'-0" AGL
BE REMOVED
EXISTING UMTS 850/1900 ANTENNA
EXISTING LTE 700/1900/AWS
(1) PER SECTOR, (3) TOTAL TO BE
ANTENNA (1) PER SECTOR, (3)
REMOVED & REPLACED
TOTAL TO BE REMOVED &
EXISTING LTE WCS/850 ANTENNA
REPLACED
(1) PER SECTOR, (3) TOTAL TO
EXISTING LTE 700 RRH
REMAIN
(1) PER SECTOR, (3) TOTAL
TO BE REMOVED
EXISTING (2) DC6 SURGE
SUPPRESSORS TO REMAIN
EXISTING ANTENNAS
(BY OTHER CARRIER)
EXISTING MONOPOLE -� EXISTING
OTHER ANTENNAS
(BY
EXISTING (12) 1%" COAX (1)
FIBER AND (4) DC TRUNKS
FOR GROUND EQUIPMENT,
SEE A-2II
------- -------------L -i
GRADE (REF)I
—(3—Q' (ASSUMED.,L u_ tv_ c_=t� — —
— — — — — — — — — — — — — — — — �
22-x34• SCALE: NTS
71'x17' SCALE: NTS
1. PAINT PROPOSED ANTENNAS TO MATCH EXISTING.
2. CONTRACTOR TO VERIFY RF DATA WITH CONSTRUCTION MANAGER
AND/OR RF ENGINEER PRIOR TO CONSTRUCTION
#� EXISTING TOP OF TOWER
�A t150'-0" AGL
EXISTING & PROPOSED OVERALL ANTENNA HEIGHT
f 134'-0' AGL
EXISTING ELEVATION 2 121 ,;;. SCALE- NNTsS
& M
AGL
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(1) PER GAMMA SECTOR
(1) TOTAL
EXISTING LTE WCS RRH
(1) PER SECTOR, (3) TOTAL
PROPOSED LTE 850 B5 RRH
(1) PER SECTOR (3) TOTAL
PROPOSED LTE 850 ANTENNA
(1) PER SECTOR (3) TOTAL
PROPOSED (1) DC6 SURGE -
SUPPRESSOR ON NEW MOUNT
EXISTING LTE WCS/UMTS 850 -
ANTENNA (1) PER SECTOR, (3)
TOTAL
EXISTING (2) DC6
SURGE SUPPRESSORS
EXISTING 150'-D"
MONOPOLE
EXISTING (12) 1%" COAX (1)
FIBER AND (4) DC TRUNKS
PROPOSED (1) FIBER
& (2) #6AWG DC
TRUNKS
FOR GROUND EQUIPMENT,
SEE A-2
- - - - - - -
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cl ®TIJALA�T1,4, OR 977G02
EXISTING RELOCATED LTE,
1900 RRH ON NEW DUAb
MOUNT (1) PER SECTOR°
(3) TOTAL •
EXISTING LTE AWS RRH
(1) PER SECTOR, (3) TOTAL
PROPOSED LTE 700/1900/AWS
ANTENNA (1) PER SECTOR (3) TOTAL
PROPOSED LTE 700 812/14 DUAL
RRH ON NEW DUAL MOUNT (1)
PER SECTOR (3) TOTAL
NON -AT&T EQUIPMENT
NOT SHOWN FOR CLARITY
PROPOSED ELEVATION 1 1
�► ed
d' TIC
wm�let� r��x� �o uuon�
4004 KRUSE WAY PLACE
BLDG.4004, SUITE #220
LAKE OSWEGO, OR 97035
SITE: EG02
HWY 126 &
MOHAWK
2656 OLYMPIC STREET
SPRINGFIELD, OR 97477
PROJECT:
LTE 6C/RM
ISSUEO FOR:
CONSTRUCTION
FAQ: 10127841
DRAWN BY: MH
CHECKED BY: JW
CURRENT ISSUE DATE:
3/11/19
THE INFORMATION CONTAINED IN THIS
SEF OF CONSTRUCTION DOCUMENTS IS
PROPRIETARY BY NATURE. ANY USE OR
DISCLOSURE OTHER THAN THAT WHICH
RELATES TO AT&T MOBILITY IS STRICTLY
PROHIBITED.
SHEET TITLE:
ELEVATIONS
SHEET NUMBER: REV.
CALE
A-4 o
SFc
gylF�lF X00
3�0.79�0
q�i,��lyS
SECTOR
BETA
SCALE: NTS
EXISTING LTE 700 RRH
J (1) PER SECTOR, (3) TOTAL
RlliP Milli TO BE REMOVED
_ EXISTING LTE 1900 RRH (1)
PER SECTOR, (3) TOTAL TO
� Z BE RELOCATED ON NEW DUAL
MOUNT
EXISTING LTE WCS RRH (1)
ALJ PER BETA SECTOR, (1)
TOTAL TO BE RELOCATED
yc� �ON NEW DUAL MOUNT
P
EXISTING LTE WCS/850 ANTENNA
(1) PER SECTOR, (3) TOTAL TO
REMAIN
I
1. TOWER/ANTENNA DESIGN AND ANALYSIS BY CCI, (DATED 02/26/19).c -
2.
2/26/19)c2. PAINT PROPOSED ANTENNAS TO MATCH EXISTING. • •
3. CONTRACTOR TO VERIFY RF DATA WITH CONSTRUCTION MANAGER AND/OR RF
ENGINEER PRIOR TO CONSTRUCTION
•
• w •
•
PROPOSED LTE 700/1900/AWS
ANTENNA (1) PER SECTOR (3) TOTAL II
PROPOSED LTE 850 85 RRH (1) PER
ALPHA/GAMMA SECTOR (2) TOTAL
PROPOSED LTE 850 ANTENNA
(1) PER SECTOR (3) TOTAL
EXISTING LTE WCS RRH
(1) PER ALPHA/GAMMA
SECTOR, (2) TOTAL
EXISTING LTE WCS FILTER
(1) PER GAMMA SECTOR,
(1) TOTAL
SECTOR
GAMMA
EXISTING ANTENNA CONFIGURATION 12 I scA E: NTs
EXISTING RELOCATED LTE 1900 RRH
ON NEW DUAL MOUNT (1) PER
SECTOR, (3) TOTAL
PROPOSED LTE 700 B12/14 DUAL
RRH ON NEW DUAL MOUNT (1)
PER SECTOR (3) TOTAL
SECTOR
BETA
SECTOR
ALPHA
PROPOSED (1) DC6 SURGE
SUPPRESSOR ON NEW
MOUNT
EXISTING RELOCATED LTE
WCS RRH ON NEW DUAL
MOUNT (1) PER BETA
SECTOR, (1) TOTAL
PROPOSED LTE 850 B5 RRH ON NEW
DUAL MOUNT (1) PER BETA
SECTOR (1) TOTAL
EXISTING LTE WCS/UMTS 850
ANTENNA (1) PER SECTOR, (3)
TOTAL
PROPOSED ANTENNA CONFIGURATION I I
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• TUAU`TZN ,OF593062
u • • •
4004 KRUSE WAY PLACE
BLDG.4004, SUITE #220
LAKE OSWEGO, OR 97035
SITE: EG02
HWY 126 &
MOHAWK
2656 OLYMPIC STREET
SPRINGFIELD, OR 97477
PROJECT:
LTE 16C/RMLJ
ISSUED FOR:
CONSTRUCTION
FAQ: 10127841
DRAWN BY: MH
CHECKED BY: JW
CURRENT ISSUE DATE:
3/11/19
EXPIRATION DATE: 06/30/2019 I
THE INFORMATION CONTAINED IN THIS
SET OF CONSTRUCTION DOCUMENTS IS
PROPRIETARY BY NATURE. ANY USE OR
DISCLOSURE OTHER THAN THAT WHICH
RELATES TO AT&T MOBILITY IS STRICTLY
PROHIBITED.
SHEET TITLE:
ANTENNA
CONFIGURATIONS
SHEET NUMBER: REV.
RF -1 0
EXISTING TMA (2) PER
PROPOSED ANTENNA CONFIGURATION AND CABLE SCHEDULE
EG02- HWY 126 & MOHAWK
SUPPLIED BYAT&TWIRELESS, FROM RF CONFIG
DATED: 11/2/2018
BY:
11/2/2018
ALPHA
SECTOR
POS
TECHNOLOGY
ANTENNA
MAKE
ANTENNA MODEL
ANTENNA RAD
CENTER (FEETAGL)
AZIMUTH
(DEGREES)
TMA
MODEL
QTY
DCSURGEAND
DISTRIBUTION (QTY)
FEEDERTYPE(LTE)
FEEDER
LENGTH
(FT)
DOWNTILT(DEGREES)
A
1
LTE 700/1900/AWS
KMW
EPBQ-654L8H8-L2
130
30
0
0
DC6-48-60-18-8C-EV (2)
DC6-48-60-0-8C-EV(I)
DC6-48-60-RM (1)
DC12-48-60-RM (1)
(2)FIBER/(6)DC
(12) 1-5/8" COAX
220
0'(M) L7(2'), L2(4'), L9(2') , L7_PS(2')(E)
2
0'(M) U8(4'), US 1(4'), WCS(3')(E)
—
3 LTE WCS/UMTS 850 CommScope SBNHH-1D65C 130 30 0 0
4 LTE 850 Ace XXQLH-654L4H8-iVT 130 30 1 0 0
0'(M) L8(2')(E)
B
1
2 LTE WCS/UMTS 850 CommScope SBNHH-1D65C 130 220 0 0
0'(M) U8(4`), U8 1(4'), WCS(3')(E)
3 LTE 850 Ace XXQLH-654L4H8-iVT 130 220 0 0
0'(M) L8(2')(E)
4 LTE 700/1900/AWS KMW EPBQ-654L8H8-L2 130 220 0 0
O'(M) L7(2°), L2(4-), L9(2') , L7 135(2')(E)
C
1 LTE 700/1900/AWS KMW EPBQ-654L8H8-L2 130 300 0 0
O°(M) L7(2"), L2(5'), L9(2"), L7 PS(2')(E)
2
3p��JYCs`8
3 LTEWCS/UMTS8501 CommScope SBNHH-1D65C 130 300 0 0
1
O'(M) U8(4'), U8_1(4') , WCS(3')(E)
4 LTE 850 1 Ace XXQLH-654L4H8-iVT 130 300 1 0 0
O'(M)L8(2')(E)
SFc
gylF�lF X00
3�0.79�0
q�i,��lyS
SECTOR
BETA
SCALE: NTS
EXISTING LTE 700 RRH
J (1) PER SECTOR, (3) TOTAL
RlliP Milli TO BE REMOVED
_ EXISTING LTE 1900 RRH (1)
PER SECTOR, (3) TOTAL TO
� Z BE RELOCATED ON NEW DUAL
MOUNT
EXISTING LTE WCS RRH (1)
ALJ PER BETA SECTOR, (1)
TOTAL TO BE RELOCATED
yc� �ON NEW DUAL MOUNT
P
EXISTING LTE WCS/850 ANTENNA
(1) PER SECTOR, (3) TOTAL TO
REMAIN
I
1. TOWER/ANTENNA DESIGN AND ANALYSIS BY CCI, (DATED 02/26/19).c -
2.
2/26/19)c2. PAINT PROPOSED ANTENNAS TO MATCH EXISTING. • •
3. CONTRACTOR TO VERIFY RF DATA WITH CONSTRUCTION MANAGER AND/OR RF
ENGINEER PRIOR TO CONSTRUCTION
•
• w •
•
PROPOSED LTE 700/1900/AWS
ANTENNA (1) PER SECTOR (3) TOTAL II
PROPOSED LTE 850 85 RRH (1) PER
ALPHA/GAMMA SECTOR (2) TOTAL
PROPOSED LTE 850 ANTENNA
(1) PER SECTOR (3) TOTAL
EXISTING LTE WCS RRH
(1) PER ALPHA/GAMMA
SECTOR, (2) TOTAL
EXISTING LTE WCS FILTER
(1) PER GAMMA SECTOR,
(1) TOTAL
SECTOR
GAMMA
EXISTING ANTENNA CONFIGURATION 12 I scA E: NTs
EXISTING RELOCATED LTE 1900 RRH
ON NEW DUAL MOUNT (1) PER
SECTOR, (3) TOTAL
PROPOSED LTE 700 B12/14 DUAL
RRH ON NEW DUAL MOUNT (1)
PER SECTOR (3) TOTAL
SECTOR
BETA
SECTOR
ALPHA
PROPOSED (1) DC6 SURGE
SUPPRESSOR ON NEW
MOUNT
EXISTING RELOCATED LTE
WCS RRH ON NEW DUAL
MOUNT (1) PER BETA
SECTOR, (1) TOTAL
PROPOSED LTE 850 B5 RRH ON NEW
DUAL MOUNT (1) PER BETA
SECTOR (1) TOTAL
EXISTING LTE WCS/UMTS 850
ANTENNA (1) PER SECTOR, (3)
TOTAL
PROPOSED ANTENNA CONFIGURATION I I
C
r
" MOBILITY
•
AT&T MC3ILIr6C(!9P.
198!11 SW 72LJD AVETS-TE. 200
• TUAU`TZN ,OF593062
u • • •
4004 KRUSE WAY PLACE
BLDG.4004, SUITE #220
LAKE OSWEGO, OR 97035
SITE: EG02
HWY 126 &
MOHAWK
2656 OLYMPIC STREET
SPRINGFIELD, OR 97477
PROJECT:
LTE 16C/RMLJ
ISSUED FOR:
CONSTRUCTION
FAQ: 10127841
DRAWN BY: MH
CHECKED BY: JW
CURRENT ISSUE DATE:
3/11/19
EXPIRATION DATE: 06/30/2019 I
THE INFORMATION CONTAINED IN THIS
SET OF CONSTRUCTION DOCUMENTS IS
PROPRIETARY BY NATURE. ANY USE OR
DISCLOSURE OTHER THAN THAT WHICH
RELATES TO AT&T MOBILITY IS STRICTLY
PROHIBITED.
SHEET TITLE:
ANTENNA
CONFIGURATIONS
SHEET NUMBER: REV.
RF -1 0
EXISTING TMA (2) PER
SECTOR, TOTAL TO
BE REMOVED
SECTOR
EXISTING UMTS 850/1900 ANTENNA
ALPHA
(1) PER SECTOR, (3) TOTAL TO BE
REMOVED & REPLACED
o0
rn
EXISTING LTE WCS RRH (1)
1
PER ALPHA/GAMMA SECTOR,
^oo^�J
EXISTING LTE 700/1900/AWS
(2) TOTAL TO REMAIN
SFc
v�
ANTENNA (1) PER SECTOR, (3)
o
^�
TOTAL TO BE REMOVED &
TP
9ylFNNq MSS
REPLACED
(1) PER GAMMA SECTOR,
(1) TOTAL TO REMAIN
8
?�O�SO/7
h� _�
e
EXISTING LTE AWS RRH
A1iM
(1RER SECTOR, (3) TOTAL
y0
SFC
AylF't'tic �TF
3p��JYCs`8
I
0
�ho�
S
SECTOR EXISTING
(2) DC6 SURGE
SUPPRESSORS
TO REMAIN
GAMMA
y��Pz moo
SFc
gylF�lF X00
3�0.79�0
q�i,��lyS
SECTOR
BETA
SCALE: NTS
EXISTING LTE 700 RRH
J (1) PER SECTOR, (3) TOTAL
RlliP Milli TO BE REMOVED
_ EXISTING LTE 1900 RRH (1)
PER SECTOR, (3) TOTAL TO
� Z BE RELOCATED ON NEW DUAL
MOUNT
EXISTING LTE WCS RRH (1)
ALJ PER BETA SECTOR, (1)
TOTAL TO BE RELOCATED
yc� �ON NEW DUAL MOUNT
P
EXISTING LTE WCS/850 ANTENNA
(1) PER SECTOR, (3) TOTAL TO
REMAIN
I
1. TOWER/ANTENNA DESIGN AND ANALYSIS BY CCI, (DATED 02/26/19).c -
2.
2/26/19)c2. PAINT PROPOSED ANTENNAS TO MATCH EXISTING. • •
3. CONTRACTOR TO VERIFY RF DATA WITH CONSTRUCTION MANAGER AND/OR RF
ENGINEER PRIOR TO CONSTRUCTION
•
• w •
•
PROPOSED LTE 700/1900/AWS
ANTENNA (1) PER SECTOR (3) TOTAL II
PROPOSED LTE 850 85 RRH (1) PER
ALPHA/GAMMA SECTOR (2) TOTAL
PROPOSED LTE 850 ANTENNA
(1) PER SECTOR (3) TOTAL
EXISTING LTE WCS RRH
(1) PER ALPHA/GAMMA
SECTOR, (2) TOTAL
EXISTING LTE WCS FILTER
(1) PER GAMMA SECTOR,
(1) TOTAL
SECTOR
GAMMA
EXISTING ANTENNA CONFIGURATION 12 I scA E: NTs
EXISTING RELOCATED LTE 1900 RRH
ON NEW DUAL MOUNT (1) PER
SECTOR, (3) TOTAL
PROPOSED LTE 700 B12/14 DUAL
RRH ON NEW DUAL MOUNT (1)
PER SECTOR (3) TOTAL
SECTOR
BETA
SECTOR
ALPHA
PROPOSED (1) DC6 SURGE
SUPPRESSOR ON NEW
MOUNT
EXISTING RELOCATED LTE
WCS RRH ON NEW DUAL
MOUNT (1) PER BETA
SECTOR, (1) TOTAL
PROPOSED LTE 850 B5 RRH ON NEW
DUAL MOUNT (1) PER BETA
SECTOR (1) TOTAL
EXISTING LTE WCS/UMTS 850
ANTENNA (1) PER SECTOR, (3)
TOTAL
PROPOSED ANTENNA CONFIGURATION I I
C
r
" MOBILITY
•
AT&T MC3ILIr6C(!9P.
198!11 SW 72LJD AVETS-TE. 200
• TUAU`TZN ,OF593062
u • • •
4004 KRUSE WAY PLACE
BLDG.4004, SUITE #220
LAKE OSWEGO, OR 97035
SITE: EG02
HWY 126 &
MOHAWK
2656 OLYMPIC STREET
SPRINGFIELD, OR 97477
PROJECT:
LTE 16C/RMLJ
ISSUED FOR:
CONSTRUCTION
FAQ: 10127841
DRAWN BY: MH
CHECKED BY: JW
CURRENT ISSUE DATE:
3/11/19
EXPIRATION DATE: 06/30/2019 I
THE INFORMATION CONTAINED IN THIS
SET OF CONSTRUCTION DOCUMENTS IS
PROPRIETARY BY NATURE. ANY USE OR
DISCLOSURE OTHER THAN THAT WHICH
RELATES TO AT&T MOBILITY IS STRICTLY
PROHIBITED.
SHEET TITLE:
ANTENNA
CONFIGURATIONS
SHEET NUMBER: REV.
RF -1 0
MANUFACTURER: ACE
PART #: XXQLH-654L8H8-M
LENGTH: 96.5*
WIDTH: 19.7"
DEPTH: 7.5"
WEIGHT. 94.8 lbs.
MANUFACTURER: KMW
PART#: EPBQ-654L8HB-L2
LENGTH: 96.0"
WIDTH: 21.0"
DEPTH: 6.3"
WEIGHT. 86.0 lbs
0
rn
RF CONNECTORS, TYP
"?�0000 0000
00 p 00
19.70•
o�
ui
m
RF CONNECTORS, TYP
"?� 000 000
0
0
OOQ�0
D O O D O O
_-- 21"
SCALE : NTS LTE ANTENNA 9 SCALE : NTS LTE ANTENNA 8
MANUF: RAYCAP
DESC: DC SURGE SUPPRESSOR
MODEL: DC6-48-60-18-8C-EV
WEIGHT: 32.6 LBS
DC6 SURGE - , MOUNTING PIPE MOUNTING PIPE 11" DIA
SUPPRESSOR ` i — I�J-1
DC6 SURGE SUPPRESSOR
MOUNTING BRACKET, TYP
(1) FIBER AND (2) DC
RUNS FROM LTE EQUIP
SCALE : NTS
VENDOR: COMMSCOPE
MODEL: MTC3326DHD
WEIGHT: 40.91 LBS
HD SWING ARM
RRH MOUNT
DUAL RRH
MOUNT
WELDMENT
GALV.
3/B" X 5*
BOLT KIT
DC SURGE
SUPPRESSOR
MOUNTING BRACKET
BY MANUFACTURER
FIBER & DC FROM
DC6 TO RRH
PIPE MOUNTED DC6 SURGE SUPPRESSOR 1'-w Mau
7 SCALE: NIS
EXISTING ANTENNA
PIPE MOUNT
BACK CLAMP DUAL
RRH MOUNT
GALV. 3/8" X B"
THREADED ROD
GALV. 3/8" LOCK
WASHER
GALV. 3/8" FLAT
3/8* SS 3/8" SS VV HEAVY HEX NUT
LOCK WASHER FLAT WASHER
SCALE : NTS DUAL MOUNTING BRACKET - HD
PANEL ANTENNA
ANTENNA MOUNT,
TOP & BOTTOM
2 i6"0 STD
MOUNTING PIPE
RRH
'DC JUMPERS
FROM SURGE
SUPPRESSOR
MARKING TAPE WHERE THE
COAX CABLE CONNECTS TO
THE ANTENNA
SIDE VIEW
DC SURGE SUPPRESSOR 6 SCALE : ms
MANUFACTURER: NOKIA AIRSCALE
MODEL: 4T4R 85 160W ARCA
HEIGHT. 337mm
WIDTH: 295mm
DEPTH: 165mm
WEIGHT. 16.7kg
a
a
PANEL ANTENNA PANEL
MOUNTING PIPE ANTENNA
ANTENNA MOUNT,
TOP & BOTTOM }�
•RRH —
5" MINIMUM RADIUS• CONTRACTOR TO VERIFY RF DATA AND RRH LAYOUT W/
ON COAX JUMPERS CM AND/OR RF ENGINEER PRIOR TO CONSTRUCTION
BACK VIEW
4 I SCALE: Nis AIRSCALE LTE 850 RRH 1 3 1 SCA E : Na
•
RRH & ANTENNA MOUNTING DETAIL 5
MOUNTING ANTENNA
PIPE ANTENNA BRACKET
--7 TOP & BOTTOM
FRONT
AIRSCALE LTE 700 RRH 2 s,-,: NTs
ANTENNA
CONNECTOR,
RF, TYP
MOUNTING
PIPE
5*R MIN ON
COAX JUMPER
TAPE MARKINGS
29
ANTENNA MOUNTING DETAIL
r
AM
JJAA��7yy7
♦ a ;
MOBILITY
•
a •
e eAT&TMGBIUT=,'CORP.
19£91 SW 7A D AVE, PTE. 200
a TUAL;tT:M On T)7062
I coLapl ca vlie. i:l solutlon■
• o
4004 KRUSE WAY PLACE
BLDG.4004, SUITE #220
LAKE OSWEGO, OR 97035
SITE: EG02
HWY 126 &
MOHAWK
2656 OLYMPIC STREET
SPRINGFIELD, OR 97477
PROJECT:
LTE 6C/RM
ISSUED FOR:
CONSTRUCTION
FAJ: 10127841
DRAWN BY: MH
CHECKED BY: JW
CURRENT ISSUE GATE:
3/i i /19
THE INFORMATION CONTAINED IN THIS
SET OF CONSTRUCTION DOCUMENTS IS
PROPRIETARY BY NATURE ANY USE OR
DISCLOSURE OTHER THAN THAT WHICH
RELATES TO AT&T MOBILITY IS STRICTLY
PROHIBITED.
SHEET TIRE:
RF DETAILS
SHEET NUMBER: REV.
1
RF -2 0
MANUFACTURER: NOKIA AIRSCALE
MODEL:
4T4R B12/14 320W AHLBA
HEIGHT:
560mm
WIDTH:
308mm
DEPTH:
177mm
WEIGHT.
46kg
4 I SCALE: Nis AIRSCALE LTE 850 RRH 1 3 1 SCA E : Na
•
RRH & ANTENNA MOUNTING DETAIL 5
MOUNTING ANTENNA
PIPE ANTENNA BRACKET
--7 TOP & BOTTOM
FRONT
AIRSCALE LTE 700 RRH 2 s,-,: NTs
ANTENNA
CONNECTOR,
RF, TYP
MOUNTING
PIPE
5*R MIN ON
COAX JUMPER
TAPE MARKINGS
29
ANTENNA MOUNTING DETAIL
r
AM
JJAA��7yy7
♦ a ;
MOBILITY
•
a •
e eAT&TMGBIUT=,'CORP.
19£91 SW 7A D AVE, PTE. 200
a TUAL;tT:M On T)7062
I coLapl ca vlie. i:l solutlon■
• o
4004 KRUSE WAY PLACE
BLDG.4004, SUITE #220
LAKE OSWEGO, OR 97035
SITE: EG02
HWY 126 &
MOHAWK
2656 OLYMPIC STREET
SPRINGFIELD, OR 97477
PROJECT:
LTE 6C/RM
ISSUED FOR:
CONSTRUCTION
FAJ: 10127841
DRAWN BY: MH
CHECKED BY: JW
CURRENT ISSUE GATE:
3/i i /19
THE INFORMATION CONTAINED IN THIS
SET OF CONSTRUCTION DOCUMENTS IS
PROPRIETARY BY NATURE ANY USE OR
DISCLOSURE OTHER THAN THAT WHICH
RELATES TO AT&T MOBILITY IS STRICTLY
PROHIBITED.
SHEET TIRE:
RF DETAILS
SHEET NUMBER: REV.
1
RF -2 0
OF GROUND BAR AT
TOP OF TOWER, (TYP)
22'x34: SCALE: MLS
22"934• SCALE: NTS
11707" SCALE: NTS
JND PROPOSED
3E SUPPRESSOR'S
?EQUIRED, SEE G-2
GROUND ALL PROPOSED
& RELOCATED RRH'S
AS REQUIRED, SEE G-2
SYMBOL I DESCRIPTION
®
COPPER GROUND ROD
®
TEST WELL
®
CADWELD CONNECTION
EM
GROUND BAR
®
MECHANICAL CONNECTION
FIELD VERIFY & TIE INTO
1 EXISTING GROUNDING SYSTEM
PLATFORM PLAN 1 2
of.
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 INSTAIaATIQJ /SND
CONSTRUCTION MAY VARY DUE TO SITE SPECIFIC CONDITIOKSS w • • •
w �
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 ENDB AND EXIT
FROM TOWER OR POLE USING MFRS PRACTICES. .` • •
•
4. ALL GROUND CONNECTIONS SHALL BE CADWELD. ALL WIRES SFPiVBE-'
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. REFER TO DIVISION 16 GENERAL ELECTRIC; GENERAL ELECTRICAL PROVISION
AND COMPLY WITH ALL REQUIREMENTS OF GROUNDING STANDARDS.
7. 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
B. NOTIFY CONSTRUCTION MANAGER IF THERE ARE ANY DIFFICULTIES INSTALLING
GROUNDING SYSTEM DUE TO SITE SOIL CONDITIONS.
GENERAL ROD NOTES (WHERE APPLICABLE):
1. ELECTRICAL CONTRACTOR SHALL ORDER GROUND RESISTANCE TESTING ONCE
THE GROUND SYSTEM HAS BEEN INSTALLED; A QUALIFIED INDMDUAL,
UTILIZING THE FALL OF POTENTIAL METHOD, SHOULD PERFORM THE TEST.
THE REPORT WILL SHOW THE LOCATION OF THE TEST AND CONTAIN NO
LESS THAN 9 TEST POINTS ALONG THE TESTING LINE, GRAPHED OUT TO
SHOW THE PLATEAU.
2. 2 POINT GROUND TEST OR 3 POINT 62% TESTS WILL NOT BE ACCEPTED
AS ALTERNATIVES TO THE AFOREMENTIONED GROUND TESTS. TEST SHALL BE
PERFORMED WHILE THE COUNTERPOISE IS ISOLATED FROM THE A/C SYSTEM
GRIDS AND EXISTING COMMUNICATIONS FACILITY.
NOT USED
rR r r
ItIM
MOBILITY
' �• w r
w • *AT&T MOBILIFY CORP.
19L01 SW 72ND AVE r TE. 2w
• TUALA'Ir.,, 0997062
�eo�p !fe' vlr Qr� Q soluti4, 11c
ons
4004 KRUSE WAY PLACE
BLDG.4004, SUITE #220
LAKE OSWEGO, OR 97035
SITE: EG02
HWY 126 &
MOHAWK
2656 OLYMPIC STREET
SPRINGFIELD, OR 97477
PROJECT:
LTE 6C/RM
ISSUED FOR:
CONSTRUCTION
FAI: 10127841
DRAWN BY: MH
CHECKED BY' JW
CURRENT ISSUE DATE:
3/11/19
THE INFORMATION CONTAINED IN THIS
SET OF CONSTRUCTION DOCUMENTS IS
PROPRIETARY BY NATURE. ANY USE OR
DISCLOSURE OTHER THAN THAT WHICH
RELATES TO AT&T MOBILITY IS STRICTLY
PROHIBITED.
SHEET TITLE:
GROUNDING
PLAN
SHEET NUMBER: REV.
G-1 0
SURGE PROTECTOR
"A" SECTION BONDED TO:
POTENTIAL SURGE PRODUCING
_
EQUIPMENT TO "P" SECTION
a INTERIOR GROUND RING
& OR FIBER POWER
" EXTERNAL EARTH GROUND
BARE TINNED SOLID COPPER WIRE
(BURIED GROUND RING)
CONDUCTOR TO GROUND BAR.
I
CONNECTOR
ANTTEEENNA
ANT GSM
• BUILDING STEEL
PARALLEL EXOTHERMIC WELD
RRH(S), TYP
NOTE: COAT ALL MECHANICAL CONNECTIONS WITH "NO -OX" OR APPROVED.
TMA
1
I
to
DC/FIBER
I TO RRH
1�
EE E'�`�
W I`FO—FO O�IX
Cx —CX-�
I
�v
I I
(2) #2 AWG GROUND
I f
°I
WIRE TO RRH, TYP
\
�- ----- i
0
DC AND FIBER TO
SURGE PROTECTOR(S)
1 COAX RUN
- -i
W I MOUNT GROUNDING BUS BAR
NEAR #2 AND GROUND WIRE
ILL ANTENNA ARRAY WITHOUT ISOLATION FOR COAX GROUNDING
°
G
MOUNT GROUNDING BUS BAR
W TO TOWER AT GROUND LEVEL
----------'
o WITH ISOLATION
DOUBLE CRIMP
CONNECTION, TYP
INTERIOR
GROUND RING
�P
WALL MOUNTING J
BRACKET �
ISOLATOR, TYP
4"x 307x Y" THICK
COPPER GALVANIZED
GROUND BAR X"x4"x1/4"
THICK COPPER
BOND RF BUS BAR GALVANIZED
TO "I" SECTION GROUND BAR
UTILIZE GROUND KITS WITH
#2 AWG AND 2 -HOLE
COMPRESSION LUGS UNLESS
SPECIFIED OTHERWISE
BOND DC BUS BAR &
"A" SECTION BONDED TO:
POTENTIAL SURGE PRODUCING
_
EQUIPMENT TO "P" SECTION
a INTERIOR GROUND RING
EXOTHERMICALLY WELD #2 AWG
" EXTERNAL EARTH GROUND
BARE TINNED SOLID COPPER WIRE
(BURIED GROUND RING)
CONDUCTOR TO GROUND BAR.
• METALLIC COLD WATER PIPE
ROUTE CONDUCTOR TO BURIED
(IF AVAILABLE)
GROUND RING AND PROVIDE
• BUILDING STEEL
PARALLEL EXOTHERMIC WELD
(IF AVAILABLE)
NOTE: COAT ALL MECHANICAL CONNECTIONS WITH "NO -OX" OR APPROVED.
scu.E : ws GROUNDING SCHEMATIC DIAGRAM 5 �SCAE: NTS
GROUND KITS WITH LONG BARREL
COMPRESSION DOUBLE LUGS AND
INSPECTION WINDOW, ATTACH TO
GROUND BAR
_ ISOLATOR
° la APPLICABLE)
(WHEN
0000 00000000000
0 o 0 a a o 0 0 0 0 0 a 0 0 0
° 20 o0 000000000009 °
1700000000000000
if #2 SOLID BARE
TINNED COPPER
WIRE CADWELD
(TYPE -GL)
"X" - VARIES
NOTE: COAT ALL MECHANICAL CONNECTIONS WITH "NO -OX" OR APPROVED.
CELL REF GROUND BAR (CRGB) 1 4 j smE : NTs
f ww
r r r r t.
NOTE: CADWELD "TYPES" SHOWN ABOVE ARE EXAMPLES - CONSULT WITH
PROJECT MANAGER FOR SPECIFIC TYPES OF CADWELDS TO BE USED.
GROUND BAR 1 3 1 scALE : NB
CAD WELD EXAMPLES 12
NOT USED
r
at&t
MOBILITY
c w e r c
AT&T MOBILI IY 05RP.
19H01 SW,72t�,D f VE.; STE. 200
TUALA'PI , OR -97062
®G f.. o,le-tw' ITV
eC.:npl to vlrs�es7 ae�utlont
4004 KRUSE WAY PLACE
BLDG.4004, SUITE #220
LAKE OSWEGO, OR 97035
SITE: EG02
HWY 126 &
MOHAWK
2656 OLYMPIC STREET
SPRINGFIELD, OR 97477
PROJECT:
LTE 6C/RM
ISSUED FOR:
CONSTRUCTION
FAg: 10127841
DRAWN BY: MH
CHECKED BY: JW
CURRENT ISSUE DATE:
3/11/19
IIEXPIRATION DATE: 06/30/2019 II
THE INFORMATION CONTAINED IN THIS
SET OF CONSTRUCTION DOCUMENTS IS
PROPRIETARY BY NATURE. ANY USE OR
DISCLOSURE OTHER THAN THAT WHICH
RELATES TO AT&T MOBILITY IS STRICTLY
PROHIBITED.
SHEET TIRE:
GROUNDING
DETAILS
SHEET NUMBER: /%A� REV.
G— % 0
r
�
_
III
�
NOTE: CADWELD "TYPES" SHOWN ABOVE ARE EXAMPLES - CONSULT WITH
PROJECT MANAGER FOR SPECIFIC TYPES OF CADWELDS TO BE USED.
GROUND BAR 1 3 1 scALE : NB
CAD WELD EXAMPLES 12
NOT USED
r
at&t
MOBILITY
c w e r c
AT&T MOBILI IY 05RP.
19H01 SW,72t�,D f VE.; STE. 200
TUALA'PI , OR -97062
®G f.. o,le-tw' ITV
eC.:npl to vlrs�es7 ae�utlont
4004 KRUSE WAY PLACE
BLDG.4004, SUITE #220
LAKE OSWEGO, OR 97035
SITE: EG02
HWY 126 &
MOHAWK
2656 OLYMPIC STREET
SPRINGFIELD, OR 97477
PROJECT:
LTE 6C/RM
ISSUED FOR:
CONSTRUCTION
FAg: 10127841
DRAWN BY: MH
CHECKED BY: JW
CURRENT ISSUE DATE:
3/11/19
IIEXPIRATION DATE: 06/30/2019 II
THE INFORMATION CONTAINED IN THIS
SET OF CONSTRUCTION DOCUMENTS IS
PROPRIETARY BY NATURE. ANY USE OR
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