18-103997 PLANSVICINITY MAP
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PROJECT DESCRIPTION
AT&T MOBILITY PROPOSES TO MODIFY AN EXISTING UNMANNED
TELECOMMUNICATIONS FACILITY BY REMOVING (6) EXISTING PANEL ANTENNAS,
ADDING (6) RRH UNITS ALL ON EXISTING MOUNTING PIPES ON A MONOPOLE
TOWER AND THE ADDITION OF LTE EQUIPMENT IN AN EXISTING LTE CABINET
WITHIN THE EQUIPMENT PAD.
REFERENCE NOTES
GC SHALL REVIEW AND COMPLY WITH MOUNT STRUCTURAL ANALYSIS
COMPLETED BY: TOWER ENGINEERING PROFESSIONALS
DATED: JULY 19, 2018.
PROJECT #: 46186.166525
RFDS V5.0 DATED 06/07/18
SHEET INDEX
SHEET
DESCRIPTION
REV.
REV. DATE
T-1
TITLE SHEET
0
08/01/18
GN-1
GENERAL NOTES
0
08/01/18
A-1
SITE PLAN
0
08/01/18
A-2
EXISTING SITE LAYOUT
0
08/01/18
A-3
EQUIPMENT LAYOUT
0
08/01/18
A-4
TOWER ELEVATION
0
08/01/18
A-5
RF EQUIPMENT
0
08/01/18
RF-1
EXISTING ANTENNA LAYOUT
0
08/01/18
RF-2
FINAL ANTENNA LAYOUT
0
08/01/18
E-1
GROUNDING SCHEMATIC PLAN
0
08/01/18
E-2
GROUNDING DETAILS
0
08/01/18
DIRECTIONS
FROM AT&T OFFICE: 16221 NE 72ND WAY, RTC 3, BOX 97061, REDMOND, WA98052
GET ON WA-520 W FROM BEAR CREEK PKWY AND LEARY WAY. HEAD SOUTHEAST ON NE 72ND WAY TOWARD 164TH AVE NE.
TURN RIGHT ONTO 164TH AVE NE. TURN RIGHT ONTO BEAR CREEK PKWY. USE THE LEFT 2 LANES TO TURN LEFT ONTO LEARY WAY.
USE THE MIDDLE 2 LANES TO TAKE THE RAMP ONTO WA-520 W. FOLLOW WA-520 W, 1-405 S AND 1-5 S TO S 272ND STIN KENT. TAKE
EXIT 147 FROM 1-5 S. MERGE ONTO WA-520 W. TAKE THE INTERSTATE 405 S EXIT TOWARD RENTON. MERGE ONTO 1-405 S. KEEP LEFT TO
STAY ON 1-405 S. TAKE THE INTERSTATE 5 S EXIT TOWARD PORTLAND. MERGE ONTO 1-5 S. TAKE EXIT 147 FOR S 272ND ST. CONTINUE
ON S 272ND ST TO YOUR DESTINATION IN FEDERAL WAY. TURN RIGHT ONTO S 272ND ST. TURN LEFT. SHARP LEFT. DESTINATION WILL
BE ON THE RIGHT
LTE C/5C
CONSTRUCTION DRAWINGS
at&t
PTN #:
3801AODSND
3801AOD4113
CA 4
10049034
SITE NAM
PACE #-._
MRWOR028867
MRWOR028382
SITE ID:
WS0isY_�i
E:
WOODMONT
SITE ADDRESS:
27201 PACIFIC HIGHWAY SOUTH
KENT, WA 98032
(KING COUNTY)
GENERAL NOTES
THE FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION, THEREFORE HANDICAP ACCESS IS NOT
z ®
REQUIRED. A TECHNICIAN WILL VISIT THE SITE AS REQUIRED FOR ROUTINE MAINTENANCE. THE PROJECT WILL
NOT RESULT IN ANY SIGNIFICANT DISTURBANCE OR EFFECT ON DRAINAGE; NO SANITARY SEWER SERVICE,
POTABLE WATER, OR TRASH DISPOSAL IS REQUIRED AND NO COMMERCIAL SIGNAGE IS PROPOSED. PARKING
Knowwhars beIOW.
REQUIREMENTS ARE UNCHANGED. TRAFFIC IS UNAFFECTED. SIGNAGE IS NOT PROPOSED.
Call before you dig.
CODE COMPLIANCE
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 THE LATEST EDITIONS OF THE FOLLOWING:
ZONING CLASSIFICATION: BC - COMMERCIAL OCCUPANCY: S-2
BUILDING CODE: 2012 IBC JURISDICTION: CITY OF FEDERAL WAY
CONSTRUCTION TYPE: 1113 PROPOSED STRUCTURE USE: TELECOMMUNICATIONS FACILITY
LOCAL MAP
Shell
- Jack in the Brix }t
uo
S 272nd St
S 272nd St `� S 272nxd
Sonic Driving
castaway Tavern
SITE
Posh Nall Spa
Emerald 11 Thai CuisineAft
''
GO:Ie
9 AutoZone
data. @�u 13
Digitally signed by Raphael Mohamed
DN:
E=Raphael.Mohamed @ mastec.com,
Rah tie I MohamedOU=MasTec CN=Raphael Mohamed, OU=Users,
p Network Solutions,
OU=Service Lines, DC=mastec,
DC=local
Date: 2018.08.01 17:07:06-04'00'
LEGAL DESCRIPTION
PORTION OF NE QTR NW QTR NW QTR STR 33-22-04 LYING WLY OF STATE ROAD
NO 1; EXC N 30 FT THEREOF CONVEYED TO KING CO FOR ROAD BY DEED UNDER
RECORDING NO 1735372; AND EXC PORTION THEREOF CONVEYED TO KING CO
FOR ROAD BY DEED UNDER RECORDING NO 7403200122; AND EXC PORTION
THEREOF CONVEYED TO STATE OF WASHINGTON BY DEED UNDER RECORDING
NO 20080401000639
SITE SUMMARY
TOWER TYPE:
100' MONOPOLE
SCOPE TYPE:
CARRIER ADD
OCCUPANCY TYPE:
TELECOMMUNICATIONS
LATITUDE:
470 21' 27.684" N (47.35769)
LONGITUDE:
122018' 35.892" W (-122.30997)
TOP OF STRUCTURE - AGL:
100'-0"
BASE OF STRUCTURE - ASML:
311'-0"
PARCEL #:
3322049055
PROJECT DIRECTORY
NEW CINGULAR WIRELESS PCS, LLC (AT&T)
APPLICANT:
16221 NE 72ND WAY, RTC 3
P.O. BOX 97061
REDMOND, WA 98052
CROWN CASTLE
2000 CORPORATE DRIVE
TOWER OWNER:
CANONSBURG, PA 15317
CONTACT: GARRIT ERICKSON
PHONE: (425) 202-2776
MASTEC NETWORK SOLUTIONS
CONSTRUCTION MANAGER:
CONTACT: MIKE SUTHERBY
PHONE: (231) 527-5269
CONTACT: DANIEL KELLY
PROJECT MANAGER:
PHONE: (253) 579-3608
MASTEC NETWORK SOLUTIONS
1000 CENTREGREEN WAY, SUITE 300
SITE DESIGN:
CARY, NC 27513
CONTACT: RAPHAEL MOHAMED
PHONE: (919) 674-5895
J�'EL MOk�
e �o� WASi,t
o
,,642214
�crsr�R
W/2020
08/01/18
RAPHAEL MOHAMED, P.E.
WASHINGTON NO. 42214
SUBMITTALS
DATE DESCRIPTION REV ISSUED BY
08/01/18 CONSTRUCTION 0 RM
DRAWN BY: MR
CHECKED BY: CB
APPV'D BY: RM
MINIS PROJECT NO: 0203014701-106
THE INFORMATION CONTAINED IN THESE
DOCUMENTS IS PROPRIETARY BY NATURE.
REPRODUCTION OR CAUSING TO BE REPRODUCED
THE WHOLE OR ANY PART OF THESE DRAWINGS
WITHOUT THE PERMISSION OF MASTEC NETWORK
SOLUTIONS IS PROHIBITED.
PREPARED FOR:
at&t
PREPARED BY:
N'm1
sTe
Network Solutions
1000 CENTREGREEN WAY, SUITE 300
CARY, NC 27513
SITE ID:
WA6921
SITE NAME:
WOODMONT
FA LOCATION:
10049034
SITE ADDRESS:
27201 PACIFIC HIGHWAY
SOUTH
> m
KENT, WA 98032
O
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nM---A
SHEET TITLE
TITLE SHEET
� N
0 o
F:--a10
REeEIVEDw��w
SHEET NUMBER
N o F
AUG 2 8 2018 T-1
JQ_ 0
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CITY OF FEDERAL WAY
0 a
COMMUNITY DEVELOPMENT
O
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I
LIMITS OF LIABILITY:
MNS HAS MADE EVERY EFFORT TO CREATE COMPLETE AND
ACCURATE CONTRACT DOCUMENTS WITH THE BEST INFORMATION
AVAILABLE AT THE TIME OF THEIR COMPLETION. CONTRACTORS
ARE CAUTIONED THAT MINOR OMISSIONS OR ERRORS IN THE
CONTRACT DOCUMENTS MAY OCCUR AND SHALL NOT EXCUSE THE
CONTRACTOR FROM COMPLETING THE PROJECT AND
IMPROVEMENTS IN ACCORDANCE WITH THE INTENT OF THE
DOCUMENTS. REFERENCE ADMINISTRATIVE REQUIREMENTS.
CONTRACT DOCUMENTS:
1. THE CONTRACT DOCUMENTS INCLUDE THE AGENCY
APPROVED PROJECT SPECIFICATIONS, PLANS, AND THEIR
LATEST REVISIONS, ADDENDA, AND CLARIFICATIONS. THE
CONTRACT DOCUMENTS MAY ALSO INCLUDE NETWORK
CARRIER STANDARDS FOR INSTALLATION OF
TELECOMMUNICATIONS EQUIPMENT.
2. THE CONTRACTOR SHALL KEEP A MINIMUM OF ONE SET OF
CONTRACT DOCUMENTS ON FILE IN THE PROJECT OFFICE AT
THE JOB SITE. COPIES OF THE PROJECT DOCUMENTS USED BY
SITE STAFF SHALL BE UP TO DATE WITH THE PROJECT OFFICE
COPY.
3. THE CONTRACTOR SHALL NOTIFY THE PROJECT TEAM OF ANY
ERRORS, OMISSIONS, AND INCONSISTENCIES FOUND IN THE
CONTRACT DOCUMENTS. THE NOTIFICATION SHALL BE GIVEN
BOTH VERBALLY AND IN WRITING WITHIN 24 HOURS OF
DISCOVERY.
4. IF AN ERROR OR OMISSION IN THE PROJECT DOCUMENTS
REQUIRES RECTIFICATION, THE CONTRACTOR SHALL SUBMIT A
PROPOSAL TO THE PROJECT TEAM TO RECTIFY THE ISSUE.
THE PROPOSAL MUST BE APPROVED PRIOR TO WORK.
5. THE CONTRACT DRAWINGS ARE PREPARED TO SCALE WITH
THE BEST KNOWLEDGE OF THE SITE GIVEN TO MNS. WHERE
DIMENSIONS ARE NOT SHOWN IN THE DRAWINGS, THE
CONTRACTOR SHOULD CLARIFY WITH THE PROJECT TEAM
WHEN THE INFORMATION IS CRITICAL TO PROPER
INSTALLATION.
6. THE CONTRACTOR SHALL DOCUMENT ALL CHANGES AND
SUBSTITUTIONS ON THE PROJECT OFFICE COPY OF THE
CONTRACT DOCUMENTS.
7. WHEN FABRICATION OF STRUCTURAL ITEMS ARE REQUIRED, IT
MAY BE NECESSARY TO SUBMIT SHOP DRAWINGS FOR REVIEW
BY MNS. SEE STRUCTURAL NOTES.
8. DEFERRED SUBMITTALS ARE REQUIRED FOR MATERIALS TO BE
PROVIDED BY THE CONTRACTOR. WHERE MATERIALS IN THE
PLANS ARE DESIGNATED AS PROVIDED BY CONTRACTOR, THE
CONTRACTOR SHALL SUBMIT THE PREFERRED MATERIAL TO
THE PROJECT TEAM FOR REVIEW AND APPROVAL PRIOR TO
WORK.
ADMINISTRATIVE REQUIREMENTS:
1. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL
PERMITS REQUIRED (INCLUDING FEES) TO COMPLETE THE
WORK DESCRIBED BY THE CONSTRUCTION DOCUMENTS.
2. PRIOR TO BIDDING, THE CONTRACTOR IS RESPONSIBLE FOR
REVIEW OF THE PROJECT SITE AND CONTRACT DOCUMENTS
TO UNDERSTAND THE DESIGN AND CONDITIONS AFFECTING
THE WORK TO BE PERFORMED. ANY ERRORS, OMISSIONS,
AND DISCREPANCIES MUST BE SUBMITTED TO THE PROJECT
TEAM VERBALLY AND IN WRITING.
3. THE CONTRACTOR SHALL PROVIDE A WARRANTY FOR WORK
FOR A PERIOD OF ONE YEAR. THE CONTRACTOR SHALL BE
RESPONSIBLE FOR AND SHALL REMEDY ALL FAULTY, INFERIOR,
AND/OR IMPROPER MATERIALS, DAMAGED GOODS, AND/OR
FAULTY WORKMANSHIP. ALL ROOFING AND WATERPROOFING
MUST BE WARRANTED FOR A PERIOD OF TWO YEARS. THE
PERIOD BEGINS AT SUBSTANTIAL COMPLETION OF THE
PROJECT.
4. THE CONTRACTOR SHALL PROVIDE A COPY OF LICENSE AND
INSURANCE TO THE TELECOMMUNICATIONS CARRIER.
1. THE CONTRACTOR SHALL PROVIDE OSHA COMPLIANT
PROTECTION FOR THE SAFETY OF THE SITE STAFF AT ALL
TIMES DURING THE CONSTRUCTION OF THE PROJECT.
2. CONTRACTOR SHALL KEEP GENERAL WORK AREA CLEAN AND
HAZARD FREE DURING CONSTRUCTION. SITE SHALL BE LEFT IN
CLEAN CONDITION AND FREE FROM DIRT AND DEBRIS.
SURFACES SHALL BE CLEANED OF GREASE, PAINT, OR OTHER
MATERIALS NOT SPECIFIED IN THE CONSTRUCTION
DOCUMENTS.
3. THE CONTRACTOR IS TO PROVIDE PROTECTION FOR
ADJOINING PROPERTIES FROM PHYSICAL HARM, NOISE, DUST,
DIRT, AND FIRE AS REQUIRED BY THE GOVERNING AGENCIES.
THE CONTRACTOR IS RESPONSIBLE FOR REPAIR OF ANY
DAMAGE.
4. THE CONTRACTOR IS RESPONSIBLE FOR THE SECURITY OF
THE PROJECT SITE AREA.
5. WHERE WORK REQUIRES OPEN HAZARDS TO SITE STAFF, THE
HAZARD SHALL BE TEMPORARILY MITIGATED TO OSHA
STANDARD UNTIL THE HAZARD IS CLOSED.
6. SEE STRUCTURAL NOTES.
UTILITY REQUIREMENTS:
1. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING WITH
UTILITY AGENCIES PRIOR TO WORK WITH UTILITIES.
2. CONTRACTOR TO LOCATE ALL UTILITIES PRIOR TO WORK.
3. CONTRACTOR TO PROTECT, REPLACE AND/OR REROUTE ANY
EXISTING UTILITIES ENCOUNTERED DURING THE COURSE OF
WORK.
SPECIAL CONSIDERATIONS FOR WEATHERPROOFING:
1. ALL PENETRATIONS TO EXISTING STRUCTURES MUST BE
SEALED WITH APPROVED WEATHERPROOFING. IF
WEATHERPROOFING IS OMITTED, CONTACT THE PROJECT
TEAM FOR CLARIFICATION OR PROVIDE A WEATHERPROOFING
PROPOSAL FOR APPROVAL.
2. CONTRACTOR SHALL COORDINATE WITH OWNER AND THE
EXISTING ROOFING CONTRACTOR OF RECORD FOR ANY
AUGMENTATION TO THE ROOF MEMBRANE, AND HAVING THE
WORK GUARANTEED UNDER THE ROOFING CONTRACTOR'S
EXISTING WARRANTY.
WORK REQUIREMENTS:
1. ALL WORK MUST BE PERFORMED DURING THE OWNERS
PREFERRED HOURS.
2. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL
CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES,
AND PROCEDURES FOR COORDINATING ALL PORTIONS OF THE
WORK UNDER THE CONTRACT.
3. ALL WORK PERFORMED ON THE PROJECT SHALL BE IN
ACCORDANCE WITH ALL APPLICABLE CODES AND STANDARDS.
SEE STRUCTURAL NOTES.
4. IF INSPECTION OF WORK IS REQUIRED, THE CONTRACTOR
SHALL NOTIFY THE INSPECTION ENTITY 24 HOURS IN ADVANCE
OF THE WORK TO BE PERFORMED.
5. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING WITH
UTILITY AGENCIES PRIOR TO WORK WITH UTILITIES.
REFERENCE UTILITIES SECTION.
6. THE CONTRACTOR SHALL COORDINATE ON -SITE STORAGE
WITH OWNER IN ADVANCE OF WORK. PERMITS MAY BE
REQUIRED FOR STORAGE ON PUBLIC RIGHT OF WAY.
7. ALL NEW CONSTRUCTION SHALL MATCH EXISTING
CONSTRUCTION IN FORM, TEXTURE, FINISH, AND IN MATERIALS
EXCEPT AS NOTED IN THE CONSTRUCTION DOCUMENTS.
8. THE CONTRACTOR SHALL MAKE EVERY EFFORT TO PROTECT
EXISTING WORK FROM DAMAGE DURING THE COURSE OF
WORK FOR THIS PROJECT.
9. THE CONTRACTOR SHALL PROVIDE WORK WHICH IS LEVEL,
PLUMB, AND WITHIN TOLERANCES SPECIFIED BY CODES AND
STANDARDS INCLUDED IN THE STRUCTURAL NOTES.
10. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND
MATERIALS ACCORDING TO MANUFACTURER'S
SPECIFICATIONS UNLESS NOTED OTHERWISE OR WHERE
LOCAL CODES OR ORDINANCES TAKE PRECEDENCE.
11. ANY SUBSTITUTIONS OF MATERIALS MUST BE APPROVED BY
THE PROJECT TEAM IN WRITING.
12. THE CONTRACTOR SHALL SUPPLY ALL MATERIALS INCIDENTAL
TO THE WORK DESCRIBED BY THE CONTRACT DOCUMENTS.
13. THE CONTRACTOR MUST RESTORE ALL PORTIONS OF THE
PROJECT SITE TO IT'S PRE -WORK CONDITION. WHERE THE
WORK PERFORMED DOES NOT ALLOW FOR PRE -WORK
RESTORATION, WORK AREAS MUST BE REPAIRED OR
REPLACED TO MATCH EXISTING FINISH AND SITE GRADING.
14. THE CONTRACTOR IS RESPONSIBLE FOR ALL DISPOSAL OF
DEBRIS AND ITEMS WHICH ARE SPECIFIED TO BE REMOVED IN
THE COURSE OF WORK.
CAST -IN PLACE CONCRETE:
1. ALL CONCRETE DESIGN DESCRIBED BY THIS SET OF
DRAWINGS IS BASED ON ACI 318.
2. ALL STRUCTURAL CONCRETE SHALL HAVE A MINIMUM 28-DAY
COMPRESSIVE STRENGTH OF 4,000 PSI. UNLESS SPECIFIED
OTHERWISE.
3. EACH CONCRETE MIX DESIGN SHALL HAVE A CYLINDER TEST
HISTORY OF 60 DAYS MINIMUM, TESTED IN ACCORDANCE WITH
ASTM C39, TESTED BY AN ACI CERTIFIED STRENGTH TESTING
TECHNICIAN, AND THE STRENGTH STATISTICALLY DETERMINED
IN ACCORDANCE WITH ACI 318. EACH MIX DESIGN USED ON
SITE SHALL BE SUBMITTED TO, AND RECEIVED BY THE
PROJECT TEAM BEFORE THE CONCRETE IS PLACED ON SITE.
4. RAW MATERIALS, MANUFACTURE, AND DELIVERY TO THE
FORMWORK SHALL BE IN ACCORDANCE WITH ASTM C94 AND
ACI 318.
5. EMBEDDED ITEMS ARE TO BE SECURELY FASTENED SO THAT
THEY DO NOT MOVE DURING PLACEMENT OF THE CONCRETE.
REFERENCE THE REINFORCING STEEL SECTION.
6. TWO CYLINDERS SHALL BE TAKEN FOR EACH LOAD DELIVERED
TO THE FORMWORK. SAMPLES ARE TO BE TAKEN FROM THE
CONCRETE AS IT IS PLACED IN THE FORMWORK IN
ACCORDANCE WITH ASTM C172. CYLINDERS ARE TESTED PER
ASTM C39 AND TESTED BY AN ACI CERTIFIED CSTT. CONCRETE
SAMPLES ARE TO BE TESTED FOR AIR CONTENT AND WATER
CEMENT RATIO. ALL TEST RESULTS ARE SUBMITTED TO THE
PROJECT TEAM WITHIN ONE MONTH OF PLACING THE
CONCRETE ON SITE.
7. WHEN AMBIENT TEMPERATURES FALL BELOW 55 DEGREES
FAHRENHEIT, THE CONTRACTOR SHALL FOLLOW GUIDELINES
DESCRIBED IN ACI 306. WHEN AMBIENT TEMPERATURES RISE
ABOVE 90 DEGREES FAHRENHEIT, THE CONTRACTOR SHALL
FOLLOW GUIDELINES DESCRIBED IN ACI 305. THE CONCRETE
SHALL BE PROTECTED FROM FREEZING OR FROM EXCESSIVE
HEAT WITH TENTS OR BLANKETS TO PROVIDE FOR HEAT OR
MOISTURE LOSS.
8. ALL CONCRETE SHALL BE PLACED AS CLOSE TO PRACTICAL TO
THE FINAL DESTINATION IN THE FORM. CONCRETE SHALL NOT
BE PLACE FROM A HEIGHT GREATER THAN 6 FEET FROM THE
POINT OF DISCHARGE.
9. VIBRATION SHALL BE USED TO CONSOLIDATE CONVENTIONAL
CONCRETE. EXTERNAL STINGER VIBRATORS SHALL BE
INSERTED VERTICALLY INTO FORMS EVERY 36 INCHES
MAXIMUM AND FOR EACH LIFT. STINGER VIBRATORS SHALL BE
INSERTED TO A VERTICAL DEPTH OF 12 INCHES INTO
PREVIOUS LIFTS TO ENSURE CONSOLIDATION. FOLLOW
GUIDELINES USED IN ACI 309R.
10. REPAIRS FOR MINOR DEFECTS MAY BE ADMINISTERED BY AN
EXPERIENCED CRAFTSMAN WITHOUT AN APPROVED
PROCEDURE. A MINOR DEFECT INCLUDES BUG HOLES,
HONEYCOMBING, CHIPS, AND SPALLS THAT DO NOT EXCEED Y/2
INCH OF DEPTH INTO THE FACE OF THE CONCRETE. MAJOR
REPAIRS EXTENDING BEYOND Y/2 INCH OF DEPTH AND UP TO
THE REINFORCING MAY BE REPAIRED WITH AN APPROVED
REPAIR PROCEDURE. REPAIR PROCEDURES MAY BE
SUBMITTED TO THE PROJECT TEAM FOR APPROVAL IN
ADVANCE OF FIELD WORK. DAMAGE EXTENDING BEYOND
STEEL REINFORCING REQUIRES A RETROFIT DESIGN OR IS
REJECTED.
11. SEE ARCHITECTURAL NOTES FOR CONCRETE FINISH
REQUIREMENTS
EXISTING STRUCTURES:
1. THE EXISTING FRAMING IS REPRODUCED FROM THE LATEST
INFORMATION PROVIDED. SOME FRAMING AND MATERIALS
ENCOUNTERED AT THE TIME OF CONSTRUCTION MAY VARY
FROM THAT SHOWN IN THE PLANS. IF THE PLAN CONDITION
VARIES FROM THE AS -BUILT CONDITION, THE CONTRACTOR
SHOULD CONSULT THE PROJECT TEAM FOR A REVISED DETAIL
OR DIRECTION TO PROCEED.
CONCRETE SLABS ON GRADE:
1. SLAB -ON -GRADE CONSTRUCTION SHALL BE SUPPORTED ON A
6 INCH LAYER OF CLEAN 314 INCH MINUS SUBGRADE
COMPACTED TO A DENSITY OF NO LESS THAN 95% OF THE
MODIFIED PROCTOR MAXIMUM DRY DENSITY (ASTM D-1557).
SUBGRADE SHALL BE SUPPORTED ON UNDISTURBED NATIVE
SOIL OR PROPERLY PLACED AND COMPACTED STRUCTURAL
FILL.
2. INTERIOR SLABS -ON -GRADE SHALL BE CAST OVER A 4 MIL
VAPOR BARRIER.
3. PROVIDE CONTROL JOINTS IN ALL SLABS ON GRADE. JOINTS
ARE TO BE INSTALLED AT 14 TO 16 FEET ON CENTER EACH
WAY MAXIMUM UNLESS SHOWN OTHERWISE ON THE
DRAWINGS. ALL SAW CUT JOINTS IN CONCRETE SLABS ARE TO
BE MADE WITH AN EARLY CUT SAW AS SOON AS POSSIBLE
AFTER POURING BUT NO LATER THAN ONE HOUR AFTER
FINISHING.
4. PROVIDE ISOLATION JOINTS AROUND ALL COLUMNS/SPREAD
FOOTINGS. JOINTS SHALL BE FORMED BY INSERTING
PREFORMED JOINT FILLER FOR THE FULL DEPTH OF THE SLAB.
5. PROTECT CONCRETE FROM DAMAGE OR REDUCED STRENGTH
DUE TO COLD OR HOT WEATHER IN ACCORDANCE WITH ACI
305 AND 306. CONTRACTOR SHALL TAKE SPECIAL CURING
PRECAUTIONS TO MINIMIZE SHRINKAGE CRACKING OF
CONCRETE SLABS.
6. THE CONTRACTOR SHALL TAKE CARE THAT HEAVY EQUIPMENT
AND AREAS USED FOR STAGING DO NOT AND DAMAGE SLABS
ON GRADE. DAMAGED SLABS ON SHALL BE REPAIRED OR
REPLACED AT NO ADDITIONAL EXPENSE TO THE OWNER.
7. CONCRETE SHALL HAVE A MINIMUM 28-DAY COMPRESSIVE
STRENGTH OF 2,500 PSI. UNLESS SPECIFIED OTHERWISE.
CONCRETE OR MASONRY ANCHORAGE:
1. EXPANSION BOLTS INTO CONCRETE SHALL BE `KWIK BOLT
TZ" AS MANUFACTURED BY THE HILTI CORP., INSTALLED IN
STRICT ACCORDANCE WITH [CC -ES REPORT ESR-1917.
SPECIAL INSPECTION IS REQUIRED. EXPANSION ANCHORS
EXPOSED TO WEATHER SHALL BE STAINLESS STEEL.
REINFORCING STEEL:
1. ALL DETAILING, FABRICATION, AND PLACEMENT OF
REINFORCING STEEL SHALL BE IN ACCORDANCE WITH THE ACI
MANUAL OF CONCRETE PRACTICE.
2. REINFORCING BARS SHALL BE DEFORMED AND CONFORM TO
ASTM A615 OR A706, GRADE 60. REINFORCING TIE WIRE MAY
BE GRADE 40.
3. REINFORCING STEEL SPLICES SHALL BE 40 BAR DIAMETERS OR
TWO TRANSVERSE WIRE SPACINGS FOR WIRE MATS.
4. MINIMUM CONCRETE PROTECTION FOR REINFORCEMENT
SHALL BE IN ACCORDANCE WITH ACI 318.
5. NO.5 OR LARGER REINFORCING BARS SHALL NOT BE RE -BENT
WITHOUT APPROVAL BY THE STRUCTURAL ENGINEER.
6. WELDING OF REBAR IS NOT ALLOWED WITHIN THE MIDDLE
THIRD OF THE BAR LENGTH. WELDING OF REBAR IS
CONDUCTED IN ACCORDANCE WITH AWS D1.4. USE ONLY
ASTM A706 REINFORCING.
7. WIRE REINFORCING CONFORMS TO ASTM A82 OR A185.
8. CONCRETE COVER FOR REINFORCING STEEL CONFORMS TO
ACI 318.
ABBREVIATIONS:
A/C
AIR CONDITIONING
AGL
ABOVE GROUND LEVEL
AMSL
ABOVE MEAN SEA LEVEL
APPROX
APPROXIMATELY
AWG
AMERICAN WIRE GAGE
BCW
BARE COPPER WIRE
BLDG
BUILDING
BLK
BLOCKING
CLR
CLEAR
COAX
COAXIAL CABLE
CONC
CONCRETE
CONST
CONSTRUCTION
CONT
CONTINUOUS
DIA
DIAMETER
DWG
DRAWING
EA
EACH
ELEV
ELEVATION
ELEC
ELECTRICAL
EQ
EQUAL
EQUIP
EQUIPMENT
EXT
EXTERIOR
FIN
FINISH
FLUOR
FLUORESCENT
FLR
FLOOR
FT
FOOT
FRP
FIBER -REINFORCED POLYMER
GA
GAUGE
GALV
GALVANIZED
GC
GENERAL CONTRACTOR
GPS
GLOBAL POSITIONING SYSTEM
GRND
GROUND
HORZ
HORIZONTAL
HR
HOUR
HT
HEIGHT
HVAC
HEATING VENTILATION AIR
CONDITIONING
ID
INSIDE DIAMETER
IN
INCH
INFO
INFORMATION
INSUL
INSULATION
INT
INTERIOR
IBC
INTERNATIONAL BUILDING CODE
LBS
POUNDS
LMU
LOCATION MEASUREMENT UNIT
LTE
LONG TERM EVOLUTION
MAX
MAXIMUM
MECH
MECHANICAL
MTL
METAL
MFR
MANUFACTURE
MGR
MANAGER
MIN
MINIMUM
MISC
MISCELLANEOUS
NA
NOT APPLICABLE
NIC
NOT IN CONTRACT
NTS
NOT TO SCALE
OC
ON CENTER
OD
OUTSIDE DIAMETER
PLYWD
PLYWOOD
PROJ
PROJECT
PROP
PROPERTY
PT
PRESSURE TREATED
REQ
REQUIRED
RF
RADIO FREQUENCY
RM
ROOM
RO
ROUGH OPENING
RRH
REMOTE RADIO HEAD
RRU
REMOTE RADIO UNIT
SHT
SHEET
SIM
SIMILAR
SPEC
SPECIFICATION
SF
SQUARE FOOT
SS
STAINLESS STEEL
STL
STEEL
STRUCT
STRUCTURAL
STD
STANDARD
SUSP
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VERIFY IN FIELD
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WITHOUT
WP
WATER PROOF
LEGEND:
- - -
- - -
-
- - - -
SUBJECT BOUNDARY LINE
-
-
-
RIGHT-OF-WAY CENTERLINE
-
ROW
Row
ROW
RIGHT-OF-WAY LINE
ROW
- - - -
- - -
-
- - - -
ADJACENT BOUNDARY LINE
SECTIONAL BREAKDOWN LINE
COAX
COAX
COAX
COAX
COAX CABLE LINE
F
F F
F
FIBER OPTIC CABLE LINE
F
OHP
OHP
OHP
OVERHEAD POWER LINE
OHP
P
P P
P
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BURIED POWER LINE
GAS
GAS
GAS
BURIED GAS LINE
GAS
OHU
OHU
OHU
OVERHEAD TELEPHONE LINE
OHU
T1
T1 T1
T1
BURIED TELEPHONE LINE
T1
-------------------------
BURIED WATER LINE
-
- - -
- - -
-
BURIED SANITARY SEWER
-
- - -
- - -
-
BURIED STORM DRAIN
DITCH LINE/FLOW LINE
VEGETATION LINE
X X
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TION: 6/9/2020
RAPHAEL MOHAMED, P.E.
WASHINGTON NO. 42214
08/01 /18
SUBMITTALS
DATE DESCRIPTION REV ISSUED BY
08/01/18 CONSTRUCTION 0 RM
DRAWN BY: MR
TRANSFORMER FIRE HYDRANT CHECKED BY: CB
LIGHT STANDARD GATE VALVE APPV'D BY: RM
MNS PROJECT NO: 0203014701-106
POWER VAULT ® WATER METER THE INFORMATION CONTAINED IN
THESE
DOCUMENTS IS PROPRIETARY BY NATURE.
UTILITY BOX REPRODUCTION OR CAUSING TO BE REPRODUCED
FIRE STAND PIPE THE WHOLE OR ANY PART OF THESE DRAWINGS
WITHOUT THE PERMISSION OF MASTEC NETWORK
UTILITY POLE CATCH BASIN, TYPE I SOLUTIONS IS PROHIBITED.
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X GRID REFERENCE 1000 CENTREGREEN WAY, SUITE 300
X CARP, NC 27513
X-X DETAIL REFERENCE
SITE ID:
X X WA6921
X-X ELEVATION REFERENCE X-X SECTION REFERENCE
SITE NAME:
REVISION
WOODMONT
DIG ALI
FA LOCATION:
10049034
SITE ADDRESS:
27201 PACIFIC HIGHWAY
SOUTH
KENT, WA 98032
SHEET TITLE
GENERAL NOTES
1
SHEET NUMBER
GN-1 AUG 2 8 2018
CrTY OF FEDERAL WAN
COMMUNITY DEVELO ME
NOTES:
1.
2.
3
VERIFICATION THAT THE ANTENNA MOUNTS
CAN SUPPORT ALL PROPOSED LOADING
SHALL BE PERFORMED BY A REGISTERED
STRUCTURAL ENGINEER.
STRUCTURAL ANALYSIS AND DESIGN TO BE
PERFORMED PRIOR TO FCD COMPLETION.
THIS IS NOT A SITE SURVEY. ALL PROPERTY
LINES AND BOUNDARIES ARE TAKEN FROM
AN EXISTING PARCEL VIEWER AND ARE
APPROXIMATE.
S 272 D ST
KISTING (100'-0")
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08/01 /18
RAPHAEL MOHAMED, P.E.
WASHINGTON NO. 42214
SUBMITTALS
DATE DESCRIPTION REV ISSUED BY
/ 08/01/18 CONSTRUCTION 0 RM
0 20'
1" = 20'-011
40'
DRAWN BY: MR
CHECKED BY: CB
APPV'D BY: RM
MNS PROJECT NO: 0203014701-106
THE INFORMATION CONTAINED IN THESE
DOCUMENTS IS PROPRIETARY BY NATURE.
REPRODUCTION OR CAUSING TO BE REPRODUCED
THE WHOLE OR ANY PART OF THESE DRAWINGS
WITHOUT THE PERMISSION OF MASTEC NETWORK
SOLUTIONS IS PROHIBITED.
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1000 CENTREGREEN WAY, SUITE 300
CARY, NC 27513
SITE ID:
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SITE NAME:
WOODMONT
FA LOCATION:
10049034
SITE ADDRESS:
27201 PACIFIC HIGHWAY
SOUTH
KENT, WA 98032
SHEET TITLE
SITE PLAN
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EXPIRATION: W12020
08/01/18
RAPHAEL MOHAMED, P.E.
WASHINGTON NO. 42214
SUBMITTALS
DATE DESCRIPTION REV ISSUED BY
08/01/18 1 CONSTRUCTION 1 0 1 RM
DRAWN BY: MR
CHECKED BY: CB
APPV'D BY: RM
MNS PROJECT NO: 0203014701-106
THE INFORMATION CONTAINED IN THESE
DOCUMENTS IS PROPRIETARY BY NATURE.
REPRODUCTION OR CAUSING TO BE REPRODUCED
THE WHOLE OR ANY PART OF THESE DRAWINGS
WITHOUT THE PERMISSION OF MASTEC NETWORK
SOLUTIONS IS PROHIBITED.
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1000 CENTREGREEN WAY, SUITE 300
CARY, NC 27513
SITE ID:
WA6921
SITE NAME:
WOODMONT
FA LOCATION:
10049034
SITE ADDRESS:
27201 PACIFIC HIGHWAY
SOUTH
KENT, WA 98032
SHEET TITLE
EQUIPMENT LAYOUT
REGEIVE"D
SHEET NUMBER
A-3 AUG 2 8 2018
CITY OF FEDERAL WAY
COMMUNITY DEVELOP
EXISTING OTHER CARRIEI
EQUIPMEN
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A 42214
M12020
RAPHAEL MOHAMED, P.E.
WASHINGTON NO. 42214
08/01 /18
SUBMITTALS
DATE DESCRIPTION REV ISSUED BY
08/01/18 1 CONSTRUCTION 1 0 RM
DRAWN BY: MR
CHECKED BY: CB
APPV'D BY: RM
MNS PROJECT NO: 0203014701-106
THE INFORMATION CONTAINED IN THESE
DOCUMENTS IS PROPRIETARY BY NATURE.
REPRODUCTION OR CAUSING TO BE REPRODUCED
THE WHOLE OR ANY PART OF THESE DRAWINGS
WITHOUT THE PERMISSION OF MASTEC NETWORK
SOLUTIONS IS PROHIBITED.
PREPARED FOR:
at&t
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N.NM a sTe c
Network Solutions
1000 CENTREGREEN WAY, SUITE 300
CARY, NC 27513
SITE ID:
WA8921
SITE NAME:
WOODMONT
FA LOCATION:
10049034
SITE ADDRESS:
27201 PACIFIC HIGHWAY
SOUTH
KENT, WA 98032
SHEET TITLE
EXISTING SITE LAYOUT
SHEET NUMBER AUG 2 2018
A-2 c�IMv°F FEDERAL M
N17Y DEVELOP
TRUE NORTH
100.-0"±
100'-0"±
TOP OF TOWER
EXISTING AT&T UMTS ANTENNA - REMOVE
TOP OF TOWER
PROPOSED AT&T LTE ANTENNA 1
EXISTING ANTENNAS
(1 PER SECTOR, 3 TOTAL)
EXISTING ANTENNAS
(1 PER SECTOR, 3 TOTAL) A-5
(OTHER CARRIER)
92'-51+
AT&T TIP HEIGHT
EXISTING AT&T GSM ANTENNA - REMOVE
(1 PER SECTOR, 3 TOTAL)
II
(OTHER CARRIER) ll
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EXPIRATION: M/2020
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EXISTING AT&T LTE ANTENNA
(1 PER SECTOR, 3 TOTAL)
(1 PER SECTOR, 3 TOTAL)
i
EXISTING AT&T RRH UNIT
EXISTING AT&T RRH UNIT - REMOVE
EXISTING AT&T RRH UNIT
i
(1 PER SECTOR, 3 TOTAL)
(1 PER SECTOR, 3 TOTAL)
(1 PER SECTOR3 TOTAL)
,
i
PROPOSED AT&T LTE RRH UNIT 5
08/01/18
EXISTING AT&T UMTS TMA'S
EXISTING AT&T GSM TMA'S - REMOVE
(2 PER SECTOR, 6 TOTAL)
EXISTING AT&T UMTS TMA'S
i
(1 PER SECTOR, 3 TOTAL) A-5
RAPHAEL MOHAMED, P.E.
WASHINGTON NO.42214
(2 PER SECTOR, 6 TOTAL)
EXISTING RAYCAP DC6
(2 PER SECTOR, 6 TOTAL)
i
SUBMITTALS
SURGE SUPPRESSOR
i
DATE
DESCRIPTION
REV
ISSUED BY
8 PROPOSED AT&T RAYCAP DC6
i
08/01/18
CONSTRUCTION
0
RM
A-5 SURGE SUPPRESSION UNIT
EXISTING RAYCAP DC6
i
i
SURGE SUPPRESSOR
iDRAWN
BY: MR
CHECKED BY: CB
APPV'D BY: RM
i
PROJECT NO: 0203014701-106
iMNS
INFORMATION CONTAINED IN THESE
iTHE
DOCUMENTS IS PROPRIETARY BY NATURE.
i
REPRODUCTION OR CAUSING TO BE REPRODUCED
THE WHOLE OR ANY PART OF THESE DRAWINGS
i
WITHOUT THE PERMISSION OF MASTEC NETWORK
PROPOSED (1) FIBER TRUNK AND
i
SOLUTIONS IS PROHIBITED.
(2) DC POWER TRUNKS ROUTED
UP TOWER TO RAYCAP ON TOWER
i
PREPARED FOR:
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AND DC TRUNKS
ROUTED UP TOWER
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SITE ID:
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FENCE WITH BARB WIRE
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FENCE WITH BARB WIRE
EXISTING AT&T EQUIPMENT
27201 PACIFIC HIGHWAY
0000
o00
0000
o
SOUTH
KENT, WA 98032
0
0
SHEET TITLE
TOWER ELEVATION
GRADE
GRADE
0 0"-6" 1'-0"
0 3/16"=0"-6" 1'-0"
SHEET NUMBER
1 EXISTING
NORTH
ELEVATION
2 FINAL
NORTH
ELEVATION
A-4 AUG 28 2018
�-4 24"x36"
SCALE: 3/16"=0"-6" 3/16"=0"-6"
q_4 24"x36"
3/16"=0"-6"
SCALE: 3/16"=0"-6"
CITY OF FEDERAL WAY
COMMUNITYDWELOPM
MOUNTING ATTACHMENTS PER
RAYCAP DC6-48-60-18-8C
STRUCTURAL ANALYSIS
WEIGHT: 32.6 LBS
(DC SURGE PROTECTOR)
MOUNTING
PIPE
11" DIA.
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PROTECTOR
0
0
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08/01 /18
0
RAPHAEL MOHAMED, P.E.
0
WASHINGTON NO. 42214
❑❑❑❑❑ ❑❑ ❑❑ ❑❑ ❑ ❑❑❑
SUBMITTALS
DATE
DESCRIPTION
REV
ISSUED BY
1'-6 1/2"
MOUNT
08/01/18
CONSTRUCTION
0
RM
SURGE PROTECTION
7
24"x36" SCALE: NTS
NOTES:
15.35"
15.35"
2 7/8"Q1 STD
DRAWN BY: MR
MOUNTING PIPE
1. MOUNT RRH'S TO UNISTRUT
WITH 3/8" 0 UNISTRUT BOLTING
HARDWARE AND SPRING NUTS.
�
�
CHECKED BY: CB
APPV'D BY: RM
TYPICAL FOUR PER DEVICE.
SUBCONTRACTOR SHALL SUPPLY.
2. SUBCONTRACTOR SHALL SUPPLY ALL
O
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MNS PROJECT No: 0203014701-106
OTHER MATERIALS AND INSTALL ALL
THE INFORMATION CONTAINED IN THESE
DOCUMENTS IS PROPRIETARY BY NATURE.
MOUNTING HARDWARE.
SIDE
SIDE
REPRODUCTION OR CAUSING TO BE REPRODUCED
o 0
0
THE WHOLE OR ANY PART OF THESE DRAWINGS
0
WITHOUT THE PERMISSION OF MASTEC NETWORK
d
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SOLUTIONS IS PROHIBITED.
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0
0
PREPARED FOR:
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FIBER/DC
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-
-
NOKIA AIRSCALE RRH B12/14
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Network Solutions
LC
1000 CENTREGREEN WAY, SUITE 300
CARY, NC 27513
RRH MOUNTING
FRONT
RRH SPECIFICATIONS
FRONT
RRH SPECIFICATIONS
24"x36" SCALE: NTS
SIDE
24"x36" SCALE: NTS
SIDE
24"x36" SCALE: NTS
SITE ID:
WA6921
NOTES:
19.6"
MECHANICAL
7.8",�
DOWNTILT
1. INSERT SCISSOR BRACKETS BETWEEN
BRACKET
THE UPPER ANTENNA MOUNTING
SITE NAME:
BRACKET AND THE UPPER POLE
WOODMONT
ADAPTER BRACKET. SECURE USING 1/2
INCH HARDWARE PROVIDED.
2. TO SET THE DEGREE OF DOWNTILT,
ALIGN THE DESIRED HOLES ON THE
POLE DOWNTILT
BRACKET
SCISSOR BRACKETS AND SECURE
19.6"
FA LOCATION:
USING 5/16 INCH HARDWARE
•
PROVIDED.
10049034
0
3. THE NUMBER OF CONNECTORS WILL
VARY BASED ON ANTENNA TYPE.
00
Fr
0 mm
5/16" x 1" HEX
0
O
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SITE ADDRESS:
1/2" x 1 " HEX
BOLT (TYP. OF 2)
TOP
BOLT (TYP. OF 4)
27201 PACIFIC HIGHWAY
5/16" SPLIT WASHER
SOUTH
1/2" SPLIT WASHER
(TYP. OF 4)
(TYP. OF 2)
KENT, WA 98032
POLE LOWER
SHEET TITLE
ADAPTER
COMMSCOPE NNH4-65C-R6
POLE LOWER
RF EQUIPMENT
ADAPTER
WEIGHT: 102.1 LBS
DIMENSIONS: 96.0" x 19.6" x 7.8"
RF
CONNECTOR
SHEET NUMBERRECEIVED
ANTENNA MOUNTING13
NOT USED
2
(TYP-)
ANTENNA
A-5 AUG 28 2018
24"x36" SCALE: NTS
24"x36" SCALE: NTS
FRONT
SIDE
24"x36" SCALE: NTS
CITY OF FEDERAL. WAY
NOTES:
1.
2.
3.
4.
VERIFICATION THAT THE ANTENNA MOUNTS
CAN SUPPORT ALL PROPOSED LOADING
SHALL BE PERFORMED BY A REGISTERED
STRUCTURAL ENGINEER.
STRUCTURAL ANALYSIS AND DESIGN TO BE
PERFORMED PRIOR TO FCD COMPLETION.
DO NOT USE COAX LENGTHS FOR CUT
LENGTHS: ESTIMATES ONLY.
CONFIRM THAT GENERAL CONTRACTOR IS
USING LATEST VERSION OF RFDS.
FINAL RF EQUIPMENT SCHEDULE
SECTOR -
POSITION
FREQUENCY
BAND
ANTENNA MAKE/MODEL
RAD
CENTER
AZIMUTH
E. TILT
M.
TILT
(QTY.) RADIO
(QTY.) TMA
(QTY.) SURGE
PROTECTION
(QTY.) CABLES
CABLE
LENGTH
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-
-
-
-
-
-
-
(2) 7/8" COAX
129'-0"
A2
UMTS 850/1900
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87'-0"
200
10/10/40/40
30
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(2) LGP 21401_(U9)
-
(4) 7/8" COAX
129'-0"
A3
LTE WCS
COMMSCOPE - SBNHH-1 D65C
87'-0"
900
1 °/1 °/1 °/1 °
20
(1) RRH4X25-WCS-4R
-
(1) DC6-48-60-18-8F
(1) FIBER TRUNK
(2) DC POWER TRUNKS
129'-0"
A4
LTE
700/1900/AWS
(P) COMMSCOPE - NNH4-65C-R6
87'-0"
900
20/20/50/50/20/20/50/50
20
(P) (1) 4T4R B12/14 320W
(P) (1) 4T4R B25/66
-
-
-
-
B1
LTE WCS
COMMSCOPE - SBNHH-1 D65C
87'-0"
2000
00/00/00/00
20
(1) RRH4X25-WCS-4R
-
-
(2) 7/8" COAX
129'-0"
B2
UMTS 850/1900
KATHREIN - 742-265
87'-0"
1800
10/10/40/40
20
-
(2) LGP 21401_(U9)
-
(4) 7/8" COAX
129'-0"
B3-
-
-
-
-
-
-
-
-
-
-
B4
LTE
700/1900/AWS
(P) COMMSCOPE - NNH4-65C-R6
87'-0"
2000
2020/40/40/2020/40/40
20
(P) (1) 4T4R B12/14 320W
I (P) (1) 4T4R B25/66
_
(P) (1) DC6-48-60-18-8C
(P) (1) FIBER TRUNK
(P) (2) DC POWER TRUNKS
129'-0"
Cl
LTE
700/1900/AWS
(P) COMMSCOPE - NNH4-65C-R6
87'-0"
3300
20/20/20/20/20/20/20/20
20
(P) (1) 4T4R B12/14 320W
(P) (1) 4T4R B25/66
-
_
(2) 7/8" COAX
129'-0"
C2
-
-
-
-
-
-
-
-
-
(4) 7/8" COAX
129'-0"
C3
UMTS 850/1900
KATHREIN - 742-265
87'-0"
3300
1 0/1 0/40/40
30
-
(2) LGP 21401_(U9)
-
-
-
C4
LTE WCS
COMMSCOPE - SBNHH-1 D65C
87'-0"
3300
00/00/00/00
20
(1) RRH4X25-WCS-4R
-
-
-
-
TOTALS
(9) ANTENNAS
-
(9) RRH'S
(6) TMA'S
(2) SPD'S
(24) CABLES
(P) = PROPOSED
"12020
RAPHAEL MOHAMED, P.E.
WASHINGTON NO. 42214
08/01 /18
SUBMITTALS
DATE DESCRIPTION REV ISSUED BY
08/01/18 CONSTRUCTION 0 RM
DRAWN BY: MR
CHECKED BY: CB
APPV'D BY: RM
MNS PROJECT NO: 0203014701-106
THE INFORMATION CONTAINED IN THESE
DOCUMENTS IS PROPRIETARY BY NATURE.
REPRODUCTION OR CAUSING TO BE REPRODUCED
THE WHOLE OR ANY PART OF THESE DRAWINGS
WITHOUT THE PERMISSION OF MASTEC NETWORK
SOLUTIONS IS PROHIBITED.
EXISTING AT&T LTE ANTENNA PREPARED FOR:
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EXISTING AT&T LTE
RRH UNIT 1�4
at&t
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EXISTING AT&T UMTSEXISTING AT&T UMTS ANTENNA 000ANTENNAPREPARED BY:
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PROPOSED AT&T LTE SITE ID:
1900/AWS RRH UNIT PROPOSED AT&T LTE WA6921
1900/AWS RRH UNIT
PROPOSED AT&T LTE
700 RRH UNIT G2
A3 PROPOSED AT&T LTE
700 RRH UNIT SITE NAME:
PROPOSED AT&T '� ` PROPOSED AT&T WOODMONT
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FA LOCATION:
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� J r� �
700 RRH UNIT U)
�Q. Q (D EXISTING AT&T UMTS
PROPOSED AT&T LTE w w ANTENNA
1900/AWS RRH UNIT m m
PROPOSED AT&T
SURGE SUPPRESSOR
FINAL ANTENNA LAYOUT
24"x36" SCALE: 1" = 1'-6"
0
1" = 1'-6"
1" = 1'-6"
A
TRUE NORTH
SITE ADDRESS:
27201 PACIFIC HIGHWAY
SOUTH
KENT, WA 98032
SHEET TITLE
FINAL ANTENNA
LAYOUT REC EfVFn
SHEET NUMBER AUG 28 2018
RF-2 _ _ c, IY of FrraEp.j W.,
FINAL EQUIPMENT LAYOUT
24"x36" SCALE: 1" = 1'-6"
0 1" = 1'-6" 3'
lit = 1 '-6"
TRUE NORTH
SYMBOL
DESCRIPTION
GENERAL NOTES:
GROUND ROD NOTES:
1.
ALL DETAILS ARE SHOWN IN GENERAL TERMS. ACTUAL
1. ELECTRICAL CONTRACTOR SHALL ORDER GROUND
0
COPPER GROUND ROD
INSTALLATION AND CONSTRUCTION MAY VARY DUE TO
RESISTANCE TESTING ONCE THE GROUND SYSTEM HAS
SITE SPECIFIC CONDITIONS.
BEEN INSTALLED; A QUALIFIED INDIVIDUAL, UTILIZING THE
CADWELD
2.
GROUND ALL ANTENNA BASES, FRAMES, CABLE RUNS,
FALL OF POTENTIAL METHOD, SHOULD PERFORM THE
AND OTHER METALLIC COMPONENTS USING GROUND
TEST. THE REPORT WILL SHOW THE LOCATION OF THE
EXOTHERMIC WELD
WIRES AND CONNECT TO SURFACE MOUNTED BUS BARS.
TEST AND CONTAIN NO LESS THAN 9 TEST POINTS ALONG
4,��'� �A CN4,
FOLLOW ANTENNA AND BTS MANUFACTURER'S
THE TESTING LINE, GRAPHED OUT TO SHOW THE
�1���d
'
TEST WELL
PRACTICES FOR GROUNDING REQUIREMENTS. GROUND
PLATEAU.
_ o
z
COAX SHIELD AT BOTH ENDS AND EXIT FROM TOWER OR
2. POINT GROUND TEST OR 3 POINT 62% TESTS WILL NOT BE
�f
GROUND BAR
POLE USING MANUFACTURERS PRACTICES.
ACCEPTED AS ALTERNATIVES TO THE AFORE MENTIONED
Aj214
3.
ALL GROUND CONNECTIONS SHALL BE CADWELD. ALL
GROUND TESTS. TEST SHALL BE PERFORMED WHILE THE
--
GROUND WIRE
WIRES SHALL BE COPPER THHN/THWN. ALL GROUND WIRE
COUNTERPOISE IS ISOLATED FROM THE A/C SYSTEM
s AL
SHALL BE GREEN INSULATED WIRE ABOVE GROUND.
GRIDS AND EXISTING COMMUNICATIONS FACILITY.
E"P'RAT'°":ten°2°
----------
#2 AWG GROUND RING
4.
CONTRACTOR TO VERIFY AND TEST GROUND SOURCE,
GROUNDING AND OTHER OPERATIONAL TESTING WILL BE
FIELD VERIFY & TIE INTO
WITNESSED BY WIRELESS REPRESENTATIVE.
EXISTING GROUNDING SYSTEM
5.
REFER TO DIVISION 16 GENERAL ELECTRIC; GENERAL
ELECTRICAL PROVISION AND COMPLY WITH ALL
REQUIREMENTS OF GROUNDING STANDARDS.
08i01/18
6.
ELECTRICAL CONTRACTOR TO PROVIDE DETAILED DESIGN
RAPHAEL MOHAMED, P.E.
OF GROUNDING SYSTEM, AND RECEIVE APPROVAL OF
WASHINGTON NO. 42214
DESIGN BY AUTHORIZED WIRELESS REPRESENTATIVE,
PRIOR TO INSTALLATION OF GROUNDING SYSTEM. PHOTO
SUBMITTALS
DOCUMENT ALL CADWELDS AND GROUND RINGS.
DATE
DESCRIPTION
REV
ISSUED BY
7.
NOTIFY CONSTRUCTION MANAGER IF THERE ARE ANY
08/01/18
CONSTRUCTION
0
RM
DIFFICULTIES INSTALLING GROUNDING SYSTEM DUE TO
SITE SOIL CONDITIONS.
8.
USE PANI SCHEME FOR LOADING GROUNDS ON MGB AS
DISCUSSED IN NSTD 119, 33 & 36.
#6 AWG ANTENNA MOUNT GROUND
TO SECTOR GROUND BAR (TYP.)
SEE DETAILS 3 & 5 ON SHEET E-2
f
I nem
SECTOR GROUND BAR
LOCATED EACH SECTOR
SEE DETAIL 2 ON SHEET E-2
(FIELD VERIFY LOCATION)
EXISTING MAIN ANTENNA
GROUND BUSS BAR
(FIELD VERIFY LOCATION)
EXISTING GROUND LEADS AT
BASE OF TOWER CONTINUING
TO GROUND RING
(FIELD VERIFY)
-��till
#6 AWG RRH MOUNT GROUND TO
SECTOR GROUND BAR (TYP.)
SEE DETAIL 2 ON SHEET E-2
(FIELD VERIFY)
FINAL EQUIPMENT LAYOUT
24"x36" SCALE: 1" = 1'-6"
I
CADWELD (TYP.)
SEE DETAIL 1 ON SHEET E-2
1 if = 1'-6"
1 if = 1'-6"
3'
TRUE NORTH
DRAWN BY: MR
CHECKED BY: CB
APPV'D BY: RM
MNS PROJECT NO: 0203014701-106
THE INFORMATION CONTAINED IN THESE
DOCUMENTS IS PROPRIETARY BY NATURE.
REPRODUCTION OR CAUSING TO BE REPRODUCED
THE WHOLE OR ANY PART OF THESE DRAWINGS
WITHOUT THE PERMISSION OF MASTEC NETWORK
SOLUTIONS IS PROHIBITED.
PREPARED FOR:
at&t
PREPARED BY:
m.mM a sTe c
Network Solutions
1000 CENTREGREEN WAY, SUITE 300
CARY, NC 27513
SITE ID:
WA6921
SITE NAME:
WOODMONT
FA LOCATION:
10049034
SITE ADDRESS:
27201 PACIFIC HIGHWAY
SOUTH
KENT, WA 98032
SHEET TITLE
GROUNDING SCHEMATIC
PLAN
SHEET NUMBERRECEIVED
E-1 AUG 2 8 2018
N40
�q O� WASZ fj
O
42214
� � z
AL
EXPIRATION: &912020
08/01/18
NOT USED NOT USED NOT USED NOT USED
„ 15 �� �� 14 .. ,. 13 12 RAPHAEL MOHAMED, P.E.
24 x36 SCALE: NTS 24 x36 SCALE: NTS 24 x36 SCALE: NTS 24 x36 SCALE: NTS WASHINGTON NO.42214
SUBMITTALS
DATE DESCRIPTION REV ISSUED BY
08/01/18 CONSTRUCTION 0 RM
DRAWN BY: MR
CHECKED BY: CB
APPV'D BY: RM
MNS PROJECT NO: 0203014701-106
THE INFORMATION CONTAINED IN THESE
DOCUMENTS IS PROPRIETARY BY NATURE.
REPRODUCTION OR CAUSING TO BE REPRODUCED
THE WHOLE OR ANY PART OF THESE DRAWINGS
WITHOUT THE PERMISSION OF MASTEC NETWORK
SOLUTIONS IS PROHIBITED.
NOT USED NOT USED 10 NOT USED 9NOT USED PREPARED FOR:
24�,x36" SCALE: NTS 11 24"x36" SCALE: NTS 24"x36" SCALE: NTS 24"x36" SCALE: NTS
.A `,
NOTE: COAXIAL GROUND KITS W/ LONG BARREL
COMPRESSION DOUBLE LUGS, ATTACH at&t
COAT ALL MECHANICAL CONNECTIONS TO GROUND BAR & INSTALLED BY..........
WITH "NOOX" OR APPROVED EQUAL
ANTENNA CONTRACTOR �
COPPER GROUND BAR. PREPARED BY:
0 INSTALLED BY GENERAL CONTRACTOR 0- mmmM a sTe c
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Network Solutions
d 0 0 0 0 0 0 0 0 0 0 0 0 1000 CENTREGREEN WAY, SUITE 300
CARY, NC 27513
Poo 0 0 0 0 0 0 0 0 0 0
SITE ID:
O O WA6921
24" (VERIFY)
SITE NAME:
NOT USED NOT USED — #2 SOLID BARE = GROUND BAR TINNED WOODMONT
24 x36 SCALE: NTS
■ 24"x36" SCALE: NTS 6 COPPER WIRE 24"x36" SCALE: NTS
TO ANTENNAS #6 AWG FROM
(TYPICALLY) ANTENNA CABLE FA LOCATION:
12"-24" GROUND KIT
ANTENNA N Q 120" MAX.
CABLE WEATHERPROOFING COPPER GROUND
RX2 TX1/RX1 KIT (TYP.)
BAR ON WALL, ICE
BRIDGE, FLOOR OR
COAX JUMPER GROUND KIT (TYP.) ON ANTENNA TOWER
WEATHERPROOFING CABLE CONNECTOR (TYP.) #6 AWG 0000 O O
KIT (SEE NOTE 3) CONNECTOR
#6 AWG STRANDED WEATHERPROOFING ANTENNA GROUND BAR
CABLE GROUND KIT O
COPPER GROUND WIRE KIT (TYP.) COPPER ANTENNA
(GROUNDED TO GROUND BAR) GROUND BAR, BONDED
NOTES: SEE NOTE 1 & 2 ANTENNA CABLE TO DIRECTLY TO TOP OF *TWO HOLE LUG, OR EXOTHERMIC GROUND CONDUCTOR
ENT MONOPOLE OR UTILITY WELD TO BE USED WITH #2 AWG SHALL BE ELIMINATED
BTS EQUIPMENT 1. DO NOT INSTALL CABLE GROUND KIT AT A BEND AND (TENT POLE TO GROUND RING BCW TO BUILDING SERVICE WHEN GROUND BAR IS
ALWAYS DIRECT GROUND WIRE DOWN TO GROUND BAR. NOTES: GROUND OR GROUND RING ELECTRICALLY BONDED TO
2. GROUNDING KIT SHALL BE TYPE AND PART NUMBER AS NOTE:1. DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS DIRECT METAL TOWER/MONOPOLE
SUPPLIED OR RECOMMENDED BY CABLE MANUFACTURER. STRUCTURE
10049034
SITE ADDRESS:
27201 PACIFIC HIGHWAY
SOUTH
KENT, WA 98032
SHEET TITLE
GROUNDING DETAILS
3. WEATHER PROOFING SHALL BE TWO-PART TAPE KIT, COLD GROUND WIRE DOWN TO ANTENNA GROUND BAR. GROUND BARS AT BOTTOM OF
SHRINK SHALL NOT BE USED. 2. WEATHER PROOFING SHALL BE TWO-PART TAPE KIT. COLD SHRINK SHALL TOWERS/MONOPOLES SHALL ONLY
NOT BE USED. USE EXOTHERMIC WELDS. SHEET NUMBER RECEIVED
CABLE KIT CONNECTIONS GROUNDING CABLE CONNECTIONS 3 GROUNDWIRE INSTALLATION CONNECTIONS E_2 AUG 28 2018
24 x36 SCALE: NTS
4 24"x36" SCALE: NTS 24"x36" SCALE: NTS 24"x36" SCALE: NTS C17Y OF FERAL WAY
NtiY pEVEL
TYPE TA
TYPE VN
TYPE NC
TYPE SS
TYPE W
TYPE VS
TYPE VB
TYPE PT
o
44
TYPE GT
TYPE GY
TYPE GR
TYPE GL