20-104673-Planset-01-20-2021-V1TITLE
SHEET
T-1
REV DESCRIPTIONDATE
A
BY
90% CD10/06/2020
UNLESS THEY ARE ACTING UNDER THE DIRECTION
IT IS A VIOLATION OF LAW FOR ANY PERSON,
OF A LICENSED PROFESSIONAL ENGINEER,
TO ALTER THIS DOCUMENT.
16212 Bothell-Everett Hwy
Suite F304,
Mill Creek, WA 98012
AT&T MOBILITY
RTC BUILDING 3
18221 NE 72nd WAY
REDMOND, WA 98052
22263 68th AVE S
KENT, WA 98032
SS81
WEYERHAEUSER
33940 WEYERHAEUSER WAY S
FEDERAL WAY,
WA 98001
CG
Network Solutions
11/10/2020
1 100% CONSTRUCTION DRAWING11/10/2020 CG
FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION. HANDICAPPED ACCESS
REQUIREMENTS ARE NOT REQUIRED IN ACCORDANCE WITH THE 2013 CBC BUILDING CODE.
ACCESSIBILITY REQUIREMENTS:
VICINITY MAP
PROJECT SUMMARY
CODE BLOCK
SIGNATURE BLOCK
APPROVAL SIGNATURE DATE
SITE ACQUISITION
MANAGER
CONSTRUCTION
MANAGER
A&E MANAGER
PLANNING
CONSULTANT
RF MANAGER
PROPERTY
OWNER
AT&T
REPRESENTATIVE
AAV MANAGER
MAP
RF ENGINEER
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 CONSTRUCTED TO PERMIT WORK NOT CONFORMING TO THESE CODES.
NOT TO SCALE
N
NOT TO SCALE
N
Know what's below.
CALL before you dig.
CALL AT LEAST TWO WORKING
DAYS BEFORE YOU DIG
USA
Nor t h
DIG ALERT
PROJECT TEAM
CONTRACTOR SHALL VERIFY ALL PLANS & EXISTING LOCATIONS,
CONDITIONS ON THE JOB SITE & SHALL IMMEDIATELY NOTIFY THE
ENGINEER IN WRITING OF ANY DISCREPANCIES BEFORE
PROCEEDING WITH THE WORK OR BE RESPONSIBLE FOR SAME
DO NOT SCALE DRAWINGS
SITE
SITE
SITE ACQ.PROJECT MANAGER:
MASTEC NETWORK SOLUTIONS
22263 68th AVE S.
KENT, WA 98032
VIET TRAN
(206)310-1149
2015 INTERNATIONAL BUILDING CODE
2015 INTERNATIONAL RESIDENTAL CODE
2015 INTERNATIONAL MECHANICAL CODE
2015 NATIONAL ELECTRIC CODE
CONSTRUCTION MANAGER:
MASTEC NETWORK SOLUTIONS
22263 68th AVE S.
KENT, WA 98032
MIKE SUTHERBY
(253)579-3503
LEGAL DESCRIPTION
PROJECT INFORMATION:
ADRESS:
SITE TYPE:
FA#:
PACE#:
PTN#:
PROJECT:
33940 WEYERHAEUSER WAY S
FEDERAL WAY, WA 98001
ROOFTOP
10102237
MRWOR046735
3801AT6ZH
5G NR
SITE NUMBER:
SITE NAME:
SS81
WEYERHAEUSER
T-1 TITLE SHEET
NOTES & LEGEND
OVERALL SITE PLAN
EQUIPMENT LAYOUT
T-2
A-1
A-2
A-3
A-6
A-7
G-1
G-2
GROUNDING PLANS
GROUNDING DETAILS
ENLARGED EQUIPMENT LAYOUT
PROPOSED ANTENNA CONFIGURATION
DETAILS
SHEET DESCRIPTION
DRIVING DIRECTIONS
SHEET INDEX
CONSULTING ENGINEER:
SALAGA DESIGN
16212 BOTHELL-EVERETT HWY
SUITE F304,
MILL CREEK, WA 98012
VLAD DIACONU
(216)375-2310
STRUCTURAL ENGINEER:
MK ENGINEERING
12212 155 TH AVE SE
RENTON, WA 98059
MIRO DOYTCHEV
(425) 919-8452
SCOPE OF WORK
RF-1 RF DETAILS
PROPERTY OWNER:EAST CAMPUS 3 A/B LLC
82 DEVONSHIRE STREET,
F3A BOSTON, MA 02109
LATITUDE:47,2969400° N
LONGITUDE:-122,2897200° W
JURISDICTION:CITY OF FEDERAL WAY
ZONING DISTRICT:CPI - CORPORATE PARK
EXISTING USE:UNMANNED TELECOMMUNICATIONS FACILITY
PROPOSED USE:UNMANNED TELECOMMUNICATIONS FACILITY
OCCUPANCY:B, S-2
A.P.N. 2154660020
DEPART FROM SEATTLE-TACOMA INTERNATIONAL AIRPORT:
HEAD SOUTHEAST ON AIRPORT EXPRESSWAY TOWARD DEPARTURES DR,
KEEP LEFT TO CONTINUE TOWARD ARRIVALS DR, CONTINUE ONTO ARRIVALS
DR, SLIGHT RIGHT TO STAY ON ARRIVALS DR, TURN RIGHT ONTO
INTERNATIONAL BLVD/PACIFIC HWY S, TURN LEFT ONTO S 200TH ST, USE THE
MIDDLE LANE TO TAKE THE RAMP ONTO I-5 S, MERGE ONTO I-5 S, TAKE EXIT
142A TO MERGE ONTO WA-18 E TOWARD AUBURN, TAKE THE
WEYERHAEUSER WAY S EXIT, TURN LEFT ONTO WEYERHAEUSER WAY S,
TURN RIGHT AT THE 2ND CROSS STREET AT S 342 ST, TURN LEFT,
DESTINATION WILL BE ON THE RIGHT 203 FT.
A-5 EXISTING ANTENNA CONFIGURATION
A-4 BUILDING ELEVATION
EAST CAMPUS CORP PRK PRCL 3-BSP TGW UND INT IN TRACTS B,C & D
PER FEDERAL WAY BLA #19-101124-00-SU REC # 20190624900005
·REMOVING (3) KATHREIN 742-264 GSM ANTENNAS POSITION (4) ALPHA, BETA, GAMMA
·REMOVING EXISTING GSM COAX JUMPERS FORM POSITION (4) ALL SECTORS
·INSTALLING (3) COMMSCOPE NNHH-65B-R4 ANTENNAS POSITION (4) ALPHA, BETA, GAMMA
·INSTALLING (3) AIRSCALE RRH 4T4R B5 160W AHCA RRH'S MOUNTED BEHIND ANTENNAS
IN SITE EXISTING PENTHOUSE STRUCTURE
·INSTALLING NEW COAX JUMPERS FROM PROPOSED RRH'S TO PROPOSED ANETNNAS AT
EACH SECTOR
·INSTALLING NEW RET CABLES FOR PROPOSED ANTENNAS AT EACH SECTORS
·INSTALLING NEW DUAL FIBER JUMPERS FROM PROPOSED RRH'S TO EXISTING FC12'S
·INSTALLING NEW DC POWER JUMPERS FROM PROPOSED RRH'S TO EXISTING DC2'S
·INSTALLING (1) ASIK CARD IN C2 OF EXISTING FSM4
·INSTALLING (1) ABIL CARD IN C2 OF EXISTING FSM4
·INSTALLING (1) HEX DOOR ON EXISTING FLX16 CABINET FOR PROPOSED ASIK/ABIL CARDS
INSTALLING (3) 25 AMP BREAKERS FOR PROPOSED RRH'S
·INSTALLING (2) RECTIFIERS IN EXISTING PP
·INSTALLING (1) DC CONVERTER MODULES IN EXISTING CONVERTER SHELF
A-8 COMPLIANCE
NOTES &
LEGEND
T-2
REV DESCRIPTIONDATE
A
BY
90% CD10/06/2020
UNLESS THEY ARE ACTING UNDER THE DIRECTION
IT IS A VIOLATION OF LAW FOR ANY PERSON,
OF A LICENSED PROFESSIONAL ENGINEER,
TO ALTER THIS DOCUMENT.
16212 Bothell-Everett Hwy
Suite F304,
Mill Creek, WA 98012
AT&T MOBILITY
RTC BUILDING 3
18221 NE 72nd WAY
REDMOND, WA 98052
22263 68th AVE S
KENT, WA 98032
SS81
WEYERHAEUSER
33940 WEYERHAEUSER WAY S
FEDERAL WAY,
WA 98001
CG
Network Solutions
11/10/2020
1 100% CONSTRUCTION DRAWING11/10/2020 CG
GROUND ACCESS WELL
CADWELD
MECHANICAL GRND. CONN.
GROUND ROD
GROUND BUS BAR
NEW ANTENNA
EXISTING ANTENNA
PLYWOOD
GRAVEL
EARTH
(E) MASONRY
CONCRETE
GROUT OR PLASTER
(E) BRICK
EXPANSIONEXP.
GROUND FAULT CIRCUIT INTERRUPTER
GLOBAL POSITIONING SYSTEM
G.F.I.
GLB.(GLU-LAM)
GPS
GLUE LAMINATED BEAM
F.S.
FTG.
G.
GA.
GI.
FT.(')
GALVANIZE(D)
GAUGE
FOOTING
FOOT(FEET)
FINISH SURFACE
GROWTH (CABINET)
FINISH(ED)
FDN.
F.O.W.
F.O.C.
F.O.M.
F.O.S.
FLR.
FACE OF WALL
FACE OF STUD
FOUNDATION
FLOOR
FACE OF MASONRY
FACE OF CONCRETE
FAB.
EXT.
FIN.
F.G.
F.F.
EXST.(E)
FINISH FLOOR
FINISH GRADE
EXTERIOR
FABRICATION(OR)
EXISTING
THK.
TEMP.
THICK(NESS)
TEMPORARY
ANTENNA CABLE COVER ASSEMBLY
BARE TINNED COPPER WIRE
ELECTRICAL METALLIC TUBING
CLG.CEILING
DIAGONALDIAG.
ELECTRICALELEC.
E.N.
EMT.
EQ.
ENG.
ELEV.
EQUAL
ENGINEER
EDGE NAIL
ELEVATOR
DWG.
DWL.
DIM.
EL.
EA.EACH
ELEVATION
DOWEL(S)
DRAWING(S)
DIMENSION
CONTINUOUSCONT.
DBL.
d
D.F.
DIA.
DEPT.DEPARTMENT
DOUGLAS FIR
DIAMETER
PENNY (NAILS)
DOUBLE
CLR.
COL.
CONC.
CONN.
CONST.
CLEAR
CONSTRUCTION
COLUMN
CONCRETE
CONNECTION(OR)
ARCHITECT(URAL)
B/U
CAB.
C.I.P.
CANT.
B.O.F.
BTCW.
CABINET
BOTTOM OF FOOTING
CAST IN PLACE
CANTILEVER(ED)
BACK-UP CABINET
BLK.
B.N.
BM.
BLDG.
BLKG.
AWG.
BEAM
BLOCK
BUILDING
BLOCKING
BOUNDARY NAILING
AMERICAN WIRE GAUGE
A.F.F.ABOVE FINISHED FLOOR
ALT.
ANT.
APPRX.
ARCH.
ALUM.
A.F.G.
ALTERNATE
ALUMINUM
ANTENNA
ABOVE FINISHED GRADE
APPROXIMATE(LY)
ABV.
A.B.
ADD'L
ACCA
ANCHOR BOLT
ABOVE
ADDITIONAL
OPENINGOPNG.
REFERENCEREF.
SIMILARSIM.
SQ.
S.S.
STL.
STD.
SPEC.
STRUC.
SQUARE
STEEL
SPECIFICATION(S)
STANDARD
STRUCTURAL
STAINLESS STEEL
RGS.
SHT.
SCH.
REQ'D.
REINF.
SHEET
REQUIRED
SCHEDULE
RIGID GALVANIZED STEEL
REINFORCEMENT(ING)
POUNDS PER SQUARE INCH
POUNDS PER SQUARE FOOT
PERSONAL COMMUNICATION SERVICES
POWER PROTECTION CABINET
P.S.F.
P.S.I.
P.T.
PWR.
QTY.
RAD.(R)
QUANTITY
RADIUS
PRESSURE TREATED
POWER (CABINET)
PLY.
P/C
PCS
PPC
PRC
PLYWOOD
PRECAST CONCRETE
PRIMARY RADIO CABINET
LONG(ITUDINAL)
(N)
MTL.
O.C.
N.T.S.
MISC.
NO.(#)
NEW
METAL
NUMBER
ON CENTER
MISCELLANEOUS
NOT TO SCALE
M.B.
MAX.
MIN.
MFR.
MAS.
MECH.
MAXIMUM
MINIMUM
MECHANICAL
MACHINE BOLT
MANUFACTURER
MASONRY
ISOLATED COPPER GROUND BUSICGB.
INT.
L.F.
L.
L.B.
IN.(")
LB.(#)
INTERIOR
INCH(ES)
POUND(S)
LAG BOLTS
LINEAR FEET (FOOT)
HDR.
HT.
HGR.
GRND.GROUND
HEADER
HEIGHT
HANGER
SET POINT
FND. MONUMENT
SPOT ELEVATION
LIGHT POLE
TELEPHONE BOX
ELECTRIC BOX
SECTION REFERENCE
ELEVATION REFERENCE
GRID REFERENCE
DETAIL REFERENCE
X
REVISION
MATCH LINE
PROPERTY/LEASE LINE
CENTERLINE
WOOD BLOCKING
STEEL
WOOD CONT.
SAND
OVERHEAD SERVICE
CONDUCTORS
CHAIN LINK FENCING
T/E
X
TELEPHONE CONDUITT
ELECTRICAL CONDUIT
COAXIAL CABLE
(POWER)
E
A
WORK POINT
GROUND CONDUCTOR
1ABBREVIATIONS
2LEGEND
ABBREVIATION DEFINITION ABBREVIATION DEFINITION ABBREVIATION DEFINITION
3GENERAL NOTES
UNLESS NOTED OTHERWISE
WEIGHTWT.
CL
PL PLATE
CENTERLINE
W
V.I.F.
WD.
W.P.
W/
U.N.O.
WITH
WOOD
WEATHERPROOF
WIDE(WIDTH)
VERIFY IN FIELD
UNDERWRITERS LABORATORY
TYP.
T.O.S.
T.O.W.
U.L.
U.G.
T.O.P.
TYPICAL
UNDER GROUND
TOP OF STEEL
TOP OF WALL
TOP OF PLATE (PARAPET)
T.N.
T.O.C.
T.O.F.
T.O.A.
TOE NAIL
TOP OF CURB
TOP OF ANTENNA
TOP OF FOUNDATION
TMA TOWER MOUNTED AMPLIFIER
RRU.RADIO REMOTE UNIT
WOOD FENCE
OVERHEAD POWER LINE
BURIED POWER LINE
BURIED WATER LINE
BURIED SANITARY SEWER
BURIED STORM DRAIN
BURIED TELEPHONE LINE
OVERHEAD TELEPHONE LINE
FIBER
POWER AND FIBER P/F
F
LANDLORD SIGNATURE
GENERAL FIRE NOTES:
1.THIS FACILITY IS EXEMPT FROM HANDICAP REQUIREMENTS PER 2015 INTERNATIONAL BUILDING CODE SECTION 1103.2.9. THIS FACILITY IS
NON-OCCUPIABLE SPACE AND ENTERED ONLY BY SERVICE PERSONNEL. THIS SPACE IS NOT FOR HUMAN OCCUPANCY.
2.THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS PRIOR TO SUBMITTING HIS BID. ANY DISCREPANCIES,
CONFLICTS OR OMISSIONS SHALL BE REPORTED TO THE ENGINEER PRIOR TO SUBMITTING BIDS, AND PROCEEDING WITH ANY WORK.
3.THE CONTRACTOR SHALL NOTIFY ENGINEER OF ANY ERRORS, OMISSIONS, OR DISCREPANCIES AS THEY MAY BE DISCOVERED IN THE PLANS,
SPECIFICATIONS, & NOTES PRIOR TO STARTING CONSTRUCTION. INCLUDING BUT NOT LIMITED BY DEMOLITION. THE CONTRACTOR SHALL BE
RESPONSIBLE FOR CORRECTING ANY ERRORS, OMISSION, OR INCONSISTENCY AFTER THE START OF CONSTRUCTION WHICH HAS NOT BEEN
BROUGHT TO THE ATTENTION OF THE ARCHITECT/ENGINEER AND SHALL INCUR ANY EXPENSES TO RECTIFY THE SITUATION. THE METHOD OF
CORRECTION SHALL BE APPROVED BY THE ARCHITECT OR THE ENGINEER RESPONSIBLE OF THE PROJECT.
4.PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR HAS THE RESPONSIBILITY TO LOCATE ALL EXISTING UTILITIES, WHETHER OR NOT
SHOWN ON THE PLANS, AND TO PROTECT THEM FROM DAMAGE. THE CONTRACTOR OR SUBCONTRACTOR SHALL BEAR THE EXPENSE OF
REPAIRING OR REPLACING ANY DAMAGE TO THE UTILITIES CAUSED DURING THE EXECUTION OF THE WORK. CONTACT USA DIG ALERT @
800-227-2600
5.PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL PROTECT ALL AREAS FROM DAMAGE WHICH MAY OCCUR DURING
CONSTRUCTION. ANY DAMAGE TO PROPOSED OR EXISTING SURFACES, STRUCTURES OR EQUIPMENT SHALL BE IMMEDIATELY REPAIRED OR
REPLACED TO THE SATISFACTION OF THE PROPERTY OWNER. THE CONTRACTOR SHALL BEAR THE EXPENSE OF REPAIRING OR REPLACING
ANY DAMAGED AREAS.
6.A COPY OF THE APPROVED PLANS SHALL BE KEPT IN A PLACE SPECIFIED BY THE GOVERNING AGENCY, AND BY LAW SHALL BE AVAILABLE FOR
INSPECTION AT ALL TIMES. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ENSURE ALL CONSTRUCTION SETS REFLECT THE SAME
INFORMATION AS THE APPROVED PLANS. THE CONTRACTOR SHALL ALSO MAINTAIN ONE SET OF PLANS AT THE SITE FOR THE PURPOSE OF
DOCUMENTING ALL AS-BUILT CHANGES, REVISIONS, ADDENDA, OR CHANGE ORDERS. THE CONTRACTOR SHALL FORWARD THE
AS-BUILT/HIRED DRAWINGS TO THE ARCHITECT OR THE ENGINEER RESPONSIBLE OF THE PROJECT AT THE CONCLUSION OF THE PROJECT.
7.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE SECURITY OF THE SITE WHILE THE WORK IS IN PROGRESS UNTIL THE JOB IS
COMPLETE.
8.THE CONTRACTOR IS RESPONSIBLE TO PROVIDE TEMPORARY POWER, WATER, AND TOILET FACILITIES AS REQUIRED BY THE PROPERTY
OWNER OR GOVERNING AGENCY.
9.ALL CONSTRUCTION THROUGH THE PROJECT SHALL CONFORM TO THE LATEST I.B.C. AND ALL OTHER GOVERNING CODES, INCLUDING THE
THE MOST RESTRICTIVE CODE SHALL GOVERN.
10.THE CONTRACTOR AND SUBCONTRACTOR SHALL COMPLY WITH ALL LOCAL AND STATE REGULATIONS INCLUDING ALL OSHA REQUIREMENTS.
11.WHEN REQUIRED STORAGE OF MATERIALS OCCURS, THEY SHALL BE EVENLY DISTRIBUTED OVER THE FLOOR OR ROOF SO AS NOT TO
EXCEED THE DESIGNED LIVE LOADS FOR THE STRUCTURE. TEMPORARY SHORING OR BRACING SHALL BE PROVIDED WHERE THE STRUCTURE
OR SOIL HAS NOT ATTAINED THE DESIGN STRENGTH FOR THE CONDITIONS PRESENT.
12.THE CONTRACTOR SHALL SUPERVISE AND COORDINATE ALL WORK, USING HIS PROFESSIONAL KNOWLEDGE AND SKILLS. HE IS SOLELY
RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, PROCEDURES AND SEQUENCING AND COORDINATING ALL
PORTIONS OF THE WORK UNDER THE PROJECT.
13.THE CONTRACTOR SHALL BE RESPONSIBLE TO OBTAIN AND PAY FOR ALL PERMITS, LICENSES AND INSPECTIONS WITH RESPECT TO THE
WORK TO COMPLETE THE PROJECT. BUILDING PERMIT APPLICATIONS SHALL BE FILED BY THE OWNER OR AUTHORIZED AGENT. CONTRACTOR
SHALL OBTAIN THE PERMIT AND MAKE FINAL PAYMENT OF SAID DOCUMENT.
14.ALL DIMENSIONS TAKE PRECEDENCE OVER SCALE. DRAWINGS ARE NOT TO BE SCALED UNDER ANY CIRCUMSTANCES.
15.THE CONTRACTOR SHALL PROVIDE ALL NECESSARY BLOCKING, BACKING, FRAMING, HANGERS OR SUPPORTS FOR INSTALLATION OF ITEMS
INDICATED ON THE DRAWINGS.
16.THE CONTRACTOR SHALL PROVIDE THE FIRE MARSHALL OR U.L APPROVED MATERIALS TO FILL/SEAL PENETRATIONS THROUGH FIRE RATED
ASSEMBLIES.
GENERAL NOTES
17.PROPOSED CONSTRUCTION ADDED TO EXISTING CONSTRUCTION SHALL BE MATCHED IN FORM, TEXTURE, MATERIAL AND PAINT COLOR
EXCEPT AS NOTED IN THE PLANS.
18.THE CONTRACTOR IS TO PROVIDE PORTABLE FIRE EXTINGUISHERS HAVING A MINIMUM 2A:10-B:C RATING WITHIN 75FT. OF TRAVEL TO ALL
PORTIONS OF THE CONSTRUCTION AREA.
(2015 INTERNATIONAL BUILDING CODE 906.1.1 AND SECTION 906.3.1)
19.MATERIALS TESTING SHALL BE TO THE LATEST STANDARDS AVAILABLE AS REQUIRED BY THE LOCAL GOVERNING AGENCY RESPONSIBLE FOR
APPROVING THE RESULTS.
20.ALL GENERAL NOTES AND STANDARD DETAILS ARE THE MINIMUM REQUIREMENTS TO BE USED IN CONDITIONS WHICH ARE NOT SPECIFICALLY
SHOWN OTHERWISE.
21.ALL DEBRIS AND REFUSE IS TO BE REMOVED FROM THE PROJECT. PREMISES SHALL BE LEFT IN A CLEAN BROOM FINISHED CONDITION AT ALL
TIMES.
22.BUILDING INSPECTORS AND/OR OTHER BUILDING OFFICIALS ARE TO BE NOTIFIED PRIOR TO ANY GRADING AND CONSTRUCTION EFFORT AS
MANDATED BY THE GOVERNING AGENCY.
23. ALL SYMBOLS AND ABBREVIATIONS ARE CONSIDERED CONSTRUCTION INDUSTRY STANDARDS. IF A CONTRACTOR HAS A QUESTION
REGARDING THEIR EXACT MEANING THE ARCHITECT OR THE ENGINEER RESPONSIBLE OF THE PROJECT SHALL BE NOTIFIED FOR
CLARIFICATIONS.
24. SITE CONTRACTOR TO CALL DIG ALERT (1-800-227-2600) TO LOCATE ANY AND ALL UNDERGROUND UTILITIES PRIOR TO ANY EXCAVATION.
25. ALL FACILITIES TO BE INSTALLED ARE UNMANNED. NO (E) PARKING SPACES WILL BE USED OR REMOVED BY THIS PROJECT.
26. PRIOR TO THE ISSUANCE OF ANY CONSTRUCTION PERMITS, THE APPLICANT SHALL INCORPORATE ANY CONSTRUCTION BEST MANAGEMENT
PRACTICES NECESSARY TO COMPLY WITH THE CITY'S MUNICIPAL CODES INTO THE CONSTRUCTION PLANS OR SPECIFICATIONS.
27. PRIOR TO THE ISSUANCE OF ANY CONSTRUCTION PERMITS, THE APPLICANT SHALL SUBMIT A WATER POLLUTION CONTROL PLAN WPCP). THE
WPCP SHALL BE PREPARED IN ACCORDANCE WITH THE GUIDELINES IN APPENDIX E OF THE CITY'S STORM WATER STANDARDS.
28. THIS PROJECT PROPOSES NO DEVELOPMENT IMPROVEMENTS OUTSIDE THE EXISTING BUILDING FOOTPRINT FOR THIS DISCRETIONARY
REVIEW AND THEREFORE DOES NOT REQUIRE ANY PERMANENT STORM WATER BEST MANAGEMENT PRACTICES.
29. THIS IS ROOFTOP INSTALLATION ON AN EXISTING FACILITY AND NO GROUND DISTURBANCE OR TRENCHING IS PROPOSED BY THIS PROJECT.
30. THIS PROJECT PROPOSES NO WORK WITHIN THE PUBLIC RIGHT-OF-WAY.
1.BUILDINGS UNDERGOING CONSTRUCTION, ALTERATION, OR DEMOLITION SHALL BE IN ACCORDANCE WITH 2015 INTERNATIONAL BUILDING CODE AND ALL
GOVERNING CODES.
2.ADDRESS SHALL BE PROVIDED FOR ALL PROPOSED AND EXISTING BUILDINGS IN A POSITION AS TO BE PLAINLY VISIBLE AND LEGIBLE FROM THE STREET OR
ROAD FRONTING THE PROPERTY.(2015 INTERNATIONAL BUILDING CODE 501.2)
3.DECORATIVE MATERIALS SHALL BE MAINTAINED IN A FLAME-RETARDANT CONDITION.(2015 INTERNATIONAL BUILDING CODE 806.1)
4.PORTABLE FIRE EXTINGUISHERS: AT LEAST ONE FIRE EXTINGUISHER WITH A MINIMUM RATING OF 2-A-10B:C SHALL BE PROVIDED WITHIN 75 FEET MAXIMUM
TRAVEL DISTANCE FOR EACH 6,000 SQUARE FEET OR PORTION THEREOF ON EACH FLOOR.(2015 INTERNATIONAL BUILDING CODE 906.1.1 AND SECTION 906.3.1)
STORM WATER QUALITY NOTES CONSTRUCTION BMPS:
THIS PROJECT SHALL COMPLY WITH ALL REQUIREMENTS OF THE STATE PERMIT.
NOTES 1-6 BELOW REPRESENT KEY MINIMUM REQUIREMENTS FOR CONSTRUCTION BMP'S.
1. SUFFICIENT BMPS MUST BE INSTALLED TO PREVENT SILT, MUD OR OTHER CONSTRUCTION DEBRIS FROM BEING TRACKED INTO THE ADJACENT STREET(S) OR STORM
WATER CONVEYANCE SYSTEMS DUE TO CONSTRUCTION VEHICLES OR ANY OTHER CONSTRUCTION ACTIVITY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR
CLEANING ANY SUCH DEBRIS THAT MAY BE IN THE STREET AT THE END OF EACH WORK DAY OR AFTER A STORM EVENT THAT CAUSES A BREECH IN THE INSTALLED
CONSTRUCTION BMPS.
2.ALL STOCK PILES OF UN-COMPACTED SOIL AND/OR BUILDING MATERIALS THAT ARE INTENDED TO BE LEFT UNPROTECTED FOR A PERIOD GREATER THAN SEVEN
CALENDAR DAYS ARE TO BE PROVIDED WITH EROSION AND SEDIMENT CONTROLS, SUCH SOIL MUST BE PROTECTED EACH DAY WHEN THE PROBABILITY OF RAIN IS 40%
OR GREATER.
3. A CONCRETE WASHOUT SHALL BE PROVIDED ON ALL PROJECTS WHICH PROPOSE THE CONSTRUCTION OF ANY CONCRETE IMPROVEMENTS THAT ARE TO BE POURED IN
PLACE ON THE SITE.
4. ALL EROSION/SEDIMENT CONTROL DEVICES SHALL BE MAINTAINED IN WORKING ORDER AT ALL TIMES.
5. ALL SLOPES THAT ARE CREATED OR DISTURBED BY CONSTRUCTION ACTIVITY MUST BE PROTECTED AGAINST EROSION AND SEDIMENT TRANSPORT AT ALL TIMES.
6. THE STORAGE OF ALL CONSTRUCTION MATERIALS AND EQUIPMENT MUST BE PROTECTED AGAINST ANY POTENTIAL RELEASE OF POLLUTANTS INTO THE ENVIRONMENT.
SITEPLANA-1REVDESCRIPTIONDATEABY90% CD10/06/2020UNLESS THEY ARE ACTING UNDER THE DIRECTIONIT IS A VIOLATION OF LAW FOR ANY PERSON,OF A LICENSED PROFESSIONAL ENGINEER,TO ALTER THIS DOCUMENT.16212 Bothell-Everett HwySuite F304,Mill Creek, WA 98012AT&T MOBILITYRTC BUILDING 318221 NE 72nd WAYREDMOND, WA 9805222263 68th AVE SKENT, WA 98032SS81WEYERHAEUSER33940 WEYERHAEUSER WAY SFEDERAL WAY,WA 98001CGNetwork Solutions11/10/20201100% CONSTRUCTION DRAWING11/10/2020CGOVERALL SITE PLAN11.INFORMATION OBTAINED FROM DRAWINGS PREPARED BYCLS GROUP DATED 05/01/20182.CONTRACTOR TO SITE VERIFY ALL DIMENSIONS ANDCONDITIONS PRIOR TO CONSTRUCTION. REPORT ANYDISCREPANCIES TO THE ENGINEER.NOTES:1/32" = 1'-0" (11x17)SCALE:(OR)1/16" = 1'-0" (24x36)16'8'4'0NPROPERTY LINE 639.65' S88°56'13"EPROPERTY LINE 605.26 N01°15'21"E
PROPERTY LINE
199.81' N 01°14'32" EPROPERTY LINE77.61' N01°13'56" ES 88°46'04"E 30.00'N 01°13'56" E 300.00'PROPERTY LINEPROPERTY LINE503.59' N 05°36'38" WS 29°31'23"E 27.41'PROPERTY L
INE215.41' S 74°36
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EXISTING PARKINGEXISTING PARKINGEXISTING PARK
ING
86.43' S01°13'56" WEXISTING
P
ARK
ING
E
X
IS
T
ING
P
ARK
ING
E
X
IS
T
ING
P
ARK
ING
E
X
IS
T
ING
P
ARK
ING
E
X
I
S
T
ING
PAR
K
ING EXISTING PARKINGEXISTING PARKINGEXISTINGBUILDINGEXISTINGBUILDINGEXISTINGBUILDINGEXISTING PARKINGE
X
I
S
T
ING
PAR
K
ING
E
X
I
S
T
ING
P
AR
K
ING
E
X
IS
T
ING
P
ARK
ING
EXISTING AT&T ANTENNALOCATIONEXISTING AT&T EQUIPMENTLOCATIONEXISTING PARKING
EXISTING PARKING
EXISTING PARKING
EXISTING PARKING
EXISTING PARKING
EQUIPMENTLAYOUTA-2REVDESCRIPTIONDATEABY90% CD10/06/2020UNLESS THEY ARE ACTING UNDER THE DIRECTIONIT IS A VIOLATION OF LAW FOR ANY PERSON,OF A LICENSED PROFESSIONAL ENGINEER,TO ALTER THIS DOCUMENT.16212 Bothell-Everett HwySuite F304,Mill Creek, WA 98012AT&T MOBILITYRTC BUILDING 318221 NE 72nd WAYREDMOND, WA 9805222263 68th AVE SKENT, WA 98032SS81WEYERHAEUSER33940 WEYERHAEUSER WAY SFEDERAL WAY,WA 98001CGNetwork Solutions11/10/20201100% CONSTRUCTION DRAWING11/10/2020CGN1EQUIPMENT LAYOUT3/32" = 1'-0" (11x17)SCALE:(OR)3/16" = 1'-0" (24x36)5'3'1.5'0EXISTING ROOFHATCHEXISTING AT&TEQUIPMENT/ANTENNALOCATIONEXISTING EDGEOF BUILDING
ENLARGEDEQUIPMENTLAYOUTA-3REVDESCRIPTIONDATEABY90% CD10/06/2020UNLESS THEY ARE ACTING UNDER THE DIRECTIONIT IS A VIOLATION OF LAW FOR ANY PERSON,OF A LICENSED PROFESSIONAL ENGINEER,TO ALTER THIS DOCUMENT.16212 Bothell-Everett HwySuite F304,Mill Creek, WA 98012AT&T MOBILITYRTC BUILDING 318221 NE 72nd WAYREDMOND, WA 9805222263 68th AVE SKENT, WA 98032SS81WEYERHAEUSER33940 WEYERHAEUSER WAY SFEDERAL WAY,WA 98001CGNetwork Solutions11/10/20201100% CONSTRUCTION DRAWING11/10/2020CGN1ENLARGED EQUIPMENT LAYOUT3/32" = 1'-0" (11x17)SCALE:(OR)3/16" = 1'-0" (24x36)5'3'1.5'0EXISTING AT&TFIBER BOXEXISTING AT&TPURCELLCABINETEXISTINGAT&T TE43CABINETEXISTINGAT&T BBUCABINETEXISTINGAT&T POWERCABINETEXISTINGAT&T GSMCABINETEXISTINGAT&T TE40CABINETEXISTINGAT&T UMTSCABINETEXISTING AT&T MECHANICALSCREEN WALLEXISTING AT&T DC-2EXISTING AT&T FIBER SLACKBOXEXISTING AT&T RRH (TYP.)EXISTING AT&T ANTENNAS(TYP.)EXISTING AT&T ICE BRIDGEEXISTING AT&T RRH (TYP.)PROPOSED DC CONVERTERIN EXISTING SHELFPROPOSED (3) 25 AMPBREAKERS FOR RRH SERVICEPROPOSED (2) RECTIFIERS INEXISTING POWER PLANTPROPOSED ASIK AND ABILCARDS IN EXISTING CABINETEXISTING 24V PDU 4MARATHON BATTERIESEXISTING 10 MARATHONBATTERIES
BUILDINGELEVATIONA-4REVDESCRIPTIONDATEABY90% CD10/06/2020UNLESS THEY ARE ACTING UNDER THE DIRECTIONIT IS A VIOLATION OF LAW FOR ANY PERSON,OF A LICENSED PROFESSIONAL ENGINEER,TO ALTER THIS DOCUMENT.16212 Bothell-Everett HwySuite F304,Mill Creek, WA 98012AT&T MOBILITYRTC BUILDING 318221 NE 72nd WAYREDMOND, WA 9805222263 68th AVE SKENT, WA 98032SS81WEYERHAEUSER33940 WEYERHAEUSER WAY SFEDERAL WAY,WA 98001CGNetwork Solutions11/10/20201100% CONSTRUCTION DRAWING11/10/2020CGN2EXISTING EQUIPMENT LAYOUT3/32" = 1'-0" (11x17)SCALE:(OR)3/16" = 1'-0" (24x36)5'3'1.5'01PROPOSED EQUIPMENT LAYOUT3/32" = 1'-0" (11x17)SCALE:(OR)3/16" = 1'-0" (24x36)5'3'1.5'0EXISTING AT&T ALPHASECTOREXISTING KATHREIN-742-264 UMTS ANTENNA(1 PER SECTOR, 3 TOTAL)EXISTING KATHREIN-742-264 GSM ANTENNA(1 PER SECTOR, 3 TOTAL), TO BE REMOVEDEXISTING SBNHH-1D65B LTE WCS ANTENNA(1 PER SECTOR, 3 TOTAL)EXISTING NNH4-65B-R6 LTE ANTENNA(1 PER SECTOR, 3 TOTAL)EXISTING AT&T BETA SECTOREXISTING 45'-0'' BUILDINGEXISTING AT&T ALPHASECTOREXISTING KATHREIN-742-264 UMTS ANTENNA(1 PER SECTOR, 3 TOTAL)EXISTING SBNHH-1D65B LTE WCS ANTENNA(1 PER SECTOR, 3 TOTAL)EXISTING NNH4-65B-R6 LTE ANTENNA(1 PER SECTOR, 3 TOTAL)EXISTING AT&T BETA SECTOREXISTING 45'-0'' BUILDINGPROPOSED AT&T 5G ANTENNA(1 PER SECTOR, 3 TOTAL)
EXISTINGANTENNACONFIGURATIONA-5REVDESCRIPTIONDATEABY90% CD10/06/2020UNLESS THEY ARE ACTING UNDER THE DIRECTIONIT IS A VIOLATION OF LAW FOR ANY PERSON,OF A LICENSED PROFESSIONAL ENGINEER,TO ALTER THIS DOCUMENT.16212 Bothell-Everett HwySuite F304,Mill Creek, WA 98012AT&T MOBILITYRTC BUILDING 318221 NE 72nd WAYREDMOND, WA 9805222263 68th AVE SKENT, WA 98032SS81WEYERHAEUSER33940 WEYERHAEUSER WAY SFEDERAL WAY,WA 98001CGNetwork Solutions11/10/20201100% CONSTRUCTION DRAWING11/10/2020CG1EXISTING ANTENNA CONFIGURATION3/32" = 1'-0" (11x17)SCALE:(OR)3/16" = 1'-0" (24x36)5'3'1.5'0EXISTING COAX CONFIGURATION AND SCHEDULE v1.0, 06/26/2020ALPHAAZIMUTHRAD CENTERVENDORMODELTMARRHNUMBEROF COAXCOAX ØCOAXLENGTHDIPLEXEDLTE 1900/700/AWS55°55'0"COMMSCOPENNH4-65B-R6-RRH 4T4R B12/14 320W AHLBARRH 4T4R B25/66 320W AHFIB-FIBER50'-0"NOUMTS 1900/85055°55'0"KATHREIN742-264(2) LGP 21401-27/8''50'-0"NOLTE WCS55°55'0"COMMSCOPESBNHH-1D65B-(1) RRH4x25-WCS-4R-FIBER50'-0"NOGSM 1900/85055°55'0"KATHREIN742-264(2) CS72993.08-47/8''50'-0"NOBETAAZIMUTHRAD CENTERVENDORMODELTMARRHNUMBEROF COAXCOAX ØCOAXLENGTHDIPLEXEDLTE 1900/700/AWS230°55'0"COMMSCOPENNH4-65B-R6-RRH 4T4R B12/14 320W AHLBARRH 4T4R B25/66 320W AHFIB-FIBER50'-0"NOUMTS 1900/850230°55'0"KATHREIN742-264(2) LGP 21401-27/8''50'-0"NOLTE WCS230°55'0"COMMSCOPESBNHH-1D65B-(1) RRH4x25-WCS-4R-FIBER50'-0"NOGSM 1900/850230°55'0"KATHREIN742-264(2) CS72993.08-47/8''50'-0"NOGAMMAAZIMUTHRAD CENTERVENDORMODELTMARRHNUMBEROF COAXCOAX ØCOAXLENGTHDIPLEXEDLTE 1900/700/AWS330°55'0"COMMSCOPENNH4-65B-R6-RRH 4T4R B12/14 320W AHLBARRH 4T4R B25/66 320W AHFIB-FIBER50'-0"NOUMTS 1900/850330°55'0"KATHREIN742-264(2) LGP 21401-27/8''50'-0"NOLTE WCS330°55'0"COMMSCOPESBNHH-1D65B-(1) RRH4x25-WCS-4R-FIBER50'-0"NOGSM 1900/850330°55'0"KATHREIN742-264(2) CS72993.08-47/8''50'-0"NO(E) "B" SECTOR @ 230°EXISTING GSM UMTS TMAS(4 PER SECTOR, 12 TOTAL)EXISTING NNH4-65B-R6 LTE ANTENNA(1 PER SECTOR, 3 TOTAL)EXISTING KATHREIN-742-264 UMTS ANTENNA(1 PER SECTOR, 3 TOTAL)EXISTING KATHREIN-742-264 GSM ANTENNA(1 PER SECTOR, 3 TOTAL), TO BE REMOVEDEXISTING SBNHH-1D65B LTE WCS ANTENNA(1 PER SECTOR, 3 TOTAL)EXISTING (3) LTE AIRSCALE DUALRRH 4T4R B12/14 320W AHLBA(1 PER SECTOR, 3 TOTAL)EXISTING (3) LTE AIRSCALE DUALRRH 4T4R B25/66 320W AHFIB(1 PER SECTOR, 3 TOTAL)EXISTING RRH4x25-WCS-4R(1 PER SECTOR, 3 TOTAL)EXISTING AT&T DC-2 UNIT(2 PER SECTOR, 6 TOTAL)(E
)
"A
"
SECTOR
@
5
5
°(E) "G" SECTOR @ 330°
PROPOSEDANTENNACONFIGURATIONA-6REVDESCRIPTIONDATEABY90% CD10/06/2020UNLESS THEY ARE ACTING UNDER THE DIRECTIONIT IS A VIOLATION OF LAW FOR ANY PERSON,OF A LICENSED PROFESSIONAL ENGINEER,TO ALTER THIS DOCUMENT.16212 Bothell-Everett HwySuite F304,Mill Creek, WA 98012AT&T MOBILITYRTC BUILDING 318221 NE 72nd WAYREDMOND, WA 9805222263 68th AVE SKENT, WA 98032SS81WEYERHAEUSER33940 WEYERHAEUSER WAY SFEDERAL WAY,WA 98001CGNetwork Solutions11/10/20201100% CONSTRUCTION DRAWING11/10/2020CG1PROPOSED ANTENNA CONFIGURATION3/32" = 1'-0" (11x17)SCALE:(OR)3/16" = 1'-0" (24x36)5'3'1.5'0(E) "B" SECTOR @ 230°EXISTING GSM UMTS TMAS(4 PER SECTOR, 12 TOTAL)EXISTING NNH4-65B-R6 LTE ANTENNA(1 PER SECTOR, 3 TOTAL)EXISTING KATHREIN-742-264 UMTS ANTENNA(1 PER SECTOR, 3 TOTAL)EXISTING SBNHH-1D65B LTE WCS ANTENNA(1 PER SECTOR, 3 TOTAL)EXISTING (3) LTE AIRSCALE DUALRRH 4T4R B12/14 320W AHLBA(1 PER SECTOR, 3 TOTAL)EXISTING (3) LTE AIRSCALE DUALRRH 4T4R B25/66 320W AHFIB(1 PER SECTOR, 3 TOTAL)EXISTING RRH4x25-WCS-4R(1 PER SECTOR, 3 TOTAL)EXISTING AT&T DC-2 UNIT(2 PER SECTOR, 6 TOTAL)(E
)
"A
"
SECTOR
@
5
5
°(E) "G" SECTOR @ 330°PROPOSED COAX CONFIGURATION AND SCHEDULE v1.0, 06/26/2020ALPHAAZIMUTHRAD CENTERVENDORMODELTMARRHNUMBEROF COAXCOAX ØCOAXLENGTHDIPLEXEDLTE 1900/700/AWS55°55'0"COMMSCOPENNH4-65B-R6-RRH 4T4R B12/14 320W AHLBARRH 4T4R B25/66 320W AHFIB-FIBER50'-0"NOUMTS 1900/85055°55'0"KATHREIN742-264(2) LGP 21401-27/8''50'-0"NOLTE WCS55°55'0"COMMSCOPESBNHH-1D65B-(1) RRH4x25-WCS-4R-FIBER50'-0"NO5G 85055°55'0"COMMSCOPENNHH-65B-R4-(1) 4T4R B5 AHCA-FIBER50'-0"NOBETAAZIMUTHRAD CENTERVENDORMODELTMARRHNUMBEROF COAXCOAX ØCOAXLENGTHDIPLEXEDLTE 1900/700/AWS230°55'0"COMMSCOPENNH4-65B-R6-RRH 4T4R B12/14 320W AHLBARRH 4T4R B25/66 320W AHFIB-FIBER50'-0"NOGSM 1900/850230°55'0"KATHREIN742-264(2) LGP 21401-27/8''50'-0"NOLTE WCS230°55'0"COMMSCOPESBNHH-1D65B-(1) RRH4x25-WCS-4R-FIBER50'-0"NO5G 850230°55'0"COMMSCOPENNHH-65B-R4-(1) 4T4R B5 AHCA-FIBER50'-0"NOGAMMAAZIMUTHRAD CENTERVENDORMODELTMARRHNUMBEROF COAXCOAX ØCOAXLENGTHDIPLEXEDLTE 1900/700/AWS330°55'0"COMMSCOPENNH4-65B-R6-RRH 4T4R B12/14 320W AHLBARRH 4T4R B25/66 320W AHFIB-FIBER50'-0"NOUMTS 1900/850330°55'0"KATHREIN742-264(2) LGP 21401-27/8''50'-0"NOLTE WCS330°55'0"COMMSCOPESBNHH-1D65B-(1) RRH4x25-WCS-4R-FIBER50'-0"NO5G 850330°55'0"COMMSCOPENNHH-65B-R4-(1) 4T4R B5 AHCA-FIBER50'-0"NOPROPOSED 5G AIRSCALE 4T4R B5 AHCA(1 PER SECTOR, 3 TOTAL)PROPOSED 5G AIRSCALE 4T4R B5 AHCA(1 PER SECTOR, 3 TOTAL)PROPOSED 5G AIRSCALE 4T4R B5 AHCA(1 PER SECTOR, 3 TOTAL)PROPOSED AT&T 5G ANTENNA(1 PER SECTOR, 3 TOTAL)PROPOSED AT&T 5G ANTENNA(1 PER SECTOR, 3 TOTAL)
DETAILSA-7REVDESCRIPTIONDATEABY90% CD10/06/2020UNLESS THEY ARE ACTING UNDER THE DIRECTIONIT IS A VIOLATION OF LAW FOR ANY PERSON,OF A LICENSED PROFESSIONAL ENGINEER,TO ALTER THIS DOCUMENT.16212 Bothell-Everett HwySuite F304,Mill Creek, WA 98012AT&T MOBILITYRTC BUILDING 318221 NE 72nd WAYREDMOND, WA 9805222263 68th AVE SKENT, WA 98032SS81WEYERHAEUSER33940 WEYERHAEUSER WAY SFEDERAL WAY,WA 98001CGNetwork Solutions11/10/20201100% CONSTRUCTION DRAWING11/10/2020CG AHCA RRH DETAIL3N.T.S.SCALE9N.T.S.SCALE8N.T.S.SCALE6N.T.S.SCALE5N.T.S.SCALE2N.T.S.SCALEN.T.S.SCALE14N.T.S.SCALE7N.T.S.SCALE10N.T.S.SCALE11N.T.S.SCALE12N.T.S.SCALENOT USEDNOT USEDNOT USEDNOT USEDNOT USEDNOT USEDNOT USEDNOKIA AIRSCALE RRH 4T4R B5 160W AHCADIMENSIONS, HxWxD: 13.3" x 11.6" x 6.5"WEIGHT: 36.8 lb11.6''13.3''6.5''NOT USEDNOT USEDANTENNA DETAILCOMMSCOPE NNH4-65B-R472.0"7.8"19.6"DIMENSIONS, HxWxD:72.0" x 19.6" x 7.8"WEIGHT:78.5 lbRF CONNECTOR:(8) 4.3-10 FEMALERECTIFIER DETAILCORDEX 3.1KW 24Vdc MODULAR RECTIFIERDIMENSIONS, HxWxD:6.3" x 3.4" x 11.8"(WITHOUT BRACKETS)WEIGHT:101 lbs(MOUNTED WEIGHT)INPUT VOLTAGE:208-277 VacOUTPUT VOLTAGE:21-29VdcOUTPUT CURRENT:115A @ 27VdcOUTPUT POWER:3100W
COMPLIANCEA-8REVDESCRIPTIONDATEABY90% CD10/06/2020UNLESS THEY ARE ACTING UNDER THE DIRECTIONIT IS A VIOLATION OF LAW FOR ANY PERSON,OF A LICENSED PROFESSIONAL ENGINEER,TO ALTER THIS DOCUMENT.16212 Bothell-Everett HwySuite F304,Mill Creek, WA 98012AT&T MOBILITYRTC BUILDING 318221 NE 72nd WAYREDMOND, WA 9805222263 68th AVE SKENT, WA 98032SS81WEYERHAEUSER33940 WEYERHAEUSER WAY SFEDERAL WAY,WA 98001CGNetwork Solutions11/10/20201100% CONSTRUCTION DRAWING11/10/2020CGN.T.S.SCALE1ROOF PLAN2N.T.S.SCALENOTICE 2 SIGNNOTICEPROPOSED CAUTION 2 SIGNS ONPROPOSED AT&T BARRIERSALPHA SECTOR·35 BY 25 FOOT BARRIER AND 12 FOOT BARRIER IN FRONT OF THE ANTENNAS.·YELLOW CAUTION 2 SIGNS ON THE FRONT AND BACK OF THE ANTENNA ARRAY . YELLOWCAUTION 2 SIGNS POSTED EVERY 8 FEET ON THE BARRIER NEAR THE ANTENNAS.BETA SECTOR·YELLOW CAUTION 2 SIGNS ON THE FRONT AND BACK OF THE ANTENNA ARRAY . YELLOWCAUTION 2 SIGNS POSTED EVERY 8 FEET ON THE BARRIER NEAR THE ANTENNAS.GAMMA SECTOR·SHARED (WITH SECTOR A) 35 BARRIER NEAR THE ANTENNAS·YELLOW CAUTION 2 SIGNS ON THE FRONT AND BACK OF THE ANTENNA ARRAY . YELLOWCAUTION 2 SIGNS POSTED EVERY 8 FEET ON THE BARRIER NEAR THE ANTENNAS.3N.T.S.SCALESTANCHION DETAIL1.INSTALL SIGNS AND BARRIERS PER PLAN.2.NOTICE 2 SIGNS ON STANCHIONS SHALL BE 8"x12", ALUMINIUM.3.SIGNS ON SCREEN/PARAPET 5"x7" (CAUTION 2C) PREFERREDBUT 8x12 (CAUTION 2) IS ALLOWED4.BARRIER STANCHIONS SHALL BE OUTDOOR RATEDPOLYETHYLENE, MIN 24" HIGH, WITH NON PENETRATING BASE.3/8" OUTDOOR RATED PLASTIC CHAIN SHALL BE INSTALLEDBETWEEN STANCHINOS.NOTES:NOTES:8'-0''MAX35'25'35'PROPOSED CAUTION 2 SIGNS ONPROPOSED AT&T BARRIERSPROPOSED CAUTION 2 SIGNS ONPROPOSED AT&T BARRIERSPROPOSED CAUTION 2 SIGNS ONPROPOSED AT&T BARRIERSPROPOSED CAUTION 2 SIGNS ON FRONTAND BACK OF ANTENNA ARRAYSPROPOSED CAUTION 2 SIGNS ON FRONTAND BACK OF ANTENNA ARRAYSPROPOSED CAUTION 2 SIGNS ON FRONTAND BACK OF ANTENNA ARRAYS12'
GROUNDING
PLANS
REV DESCRIPTIONDATE
A
BY
90% CD10/06/2020
UNLESS THEY ARE ACTING UNDER THE DIRECTION
IT IS A VIOLATION OF LAW FOR ANY PERSON,
OF A LICENSED PROFESSIONAL ENGINEER,
TO ALTER THIS DOCUMENT.
16212 Bothell-Everett Hwy
Suite F304,
Mill Creek, WA 98012
AT&T MOBILITY
RTC BUILDING 3
18221 NE 72nd WAY
REDMOND, WA 98052
22263 68th AVE S
KENT, WA 98032
SS81
WEYERHAEUSER
33940 WEYERHAEUSER WAY S
FEDERAL WAY,
WA 98001
CG
Network Solutions
11/10/2020
1 100% CONSTRUCTION DRAWING11/10/2020 CG
G-1
REV DESCRIPTIONDATE
A
BY
90% CD10/06/2020
UNLESS THEY ARE ACTING UNDER THE DIRECTION
IT IS A VIOLATION OF LAW FOR ANY PERSON,
OF A LICENSED PROFESSIONAL ENGINEER,
TO ALTER THIS DOCUMENT.
16212 Bothell-Everett Hwy
Suite F304,
Mill Creek, WA 98012
AT&T MOBILITY
RTC BUILDING 3
18221 NE 72nd WAY
REDMOND, WA 98052
22263 68th AVE S
KENT, WA 98032
SS81
WEYERHAEUSER
33940 WEYERHAEUSER WAY S
FEDERAL WAY,
WA 98001
CG
Network Solutions
11/10/2020
1 100% CONSTRUCTION DRAWING11/10/2020 CG
3ANTENNA GROUNDINGNOTES & LEGENDS
NOTE:
1. CONTRACTOR TO REPLACE ALL MISSING GROUND
BARS
AND GROUNDING CONNECTIONS AS REQUIRED.
EXOTHERMIC CONNECTION
LEGEND
ELECTRICAL GROUNDING SPECIFICATIONS
1.GROUNDING SHALL COMPLY WITH ARTICLE 250 OF
THE NATIONAL ELECTRICAL CODE CURRENTLY IN
EFFECT FOR THE AUTHORITY HAVING
JURISDICTION.
2.ALL GROUNDING DEVICES SHALL BE U.L. LISTED
FOR THEIR INTENDED USE.
3.GROUND WIRES SHALL BE TINNED #2 AWG BARE
SOLID COPPER UNLESS OTHERWISE NOTED.
4.CONNECTIONS OF ALL GROUND WIRES TO THE
GROUND RING SHALL BE EXOTHERMIC
(CAD-WELDED), UNLESS OTHERWISE NOTED. AND
SHALL BE INSTALLED IN ACCORDANCE WITH
MANUFACTURER'S RECOMMENDATIONS AND
T-MOBILE WIRELESS BROADBAND STANDARDS.
5.GROUNDING CONDUCTORS SHALL BE ROUTED
ALONG THE SHORTEST AND STRAIGHTEST PATH
POSSIBLE. WHEN REQUIRED, GROUND LEADS
SHALL BE BENT TO A MINIMUM OF 8" RADIUS.
6.WHERE GROUND WIRES ARE ROUTED FROM ANY
CONNECTION ABOVE GRADE TO THE GROUND
RING. INSTALL WIRE IN 3/4" HEAVY WALL LIQUID
TIGHT FLEXIBLE CONDUIT FROM CONNECTION
POINT TO 5" BELOW GRADE AND SEAL THE TOP
WITH SILICONE SEALANT.
7.ALL GROUND BARS SHALL BE TINNED, 1/4"
COPPER, SECTOR BARS 2", COLLECTOR AND MGB
BARS 4", OF SUFFICIENT LENGTH TO
ACCOMMODATE ALL REQUIRED CONNECTIONS
WITHOUT DOUBLING LUGS, AND EACH INSTALLED
WITH ISOLATORS. WHEN CONNECTING GROUND
BARS (WITHIN 10 FEET OF GRADE) DIRECTLY TO
THE GROUND RING, 2 EA. #2 SOLID DOWNLEADS
SHALL BE CAD-WELDED TO THE GROUND BAR, 1
AT EACH OPPOSITE BOTTOM CORNER, AND EACH
SHALL RUN IN 3/4" HEAVY WALL LIQUID TIGHT
FLEXIBLE CONDUIT FROM GROUND BAR DOWN TO
THE GROUND RING. WHEN CONNECTING SECTOR
GROUND BARS, DAISY-CHAIN THE GROUND BARS
AND RUN 1 EA. #2 AWG STRANDED COPPER WIRE
WITH THWN INSULATION FROM THE MIDDLE
GROUND BAR TO THE GROUND RING AND
CAD-WELD TO THE RING.
8.WHEN ATTACHING STRANDED GROUND LEADS TO
THE GROUND BARS, 2 HOLE COMPRESSION LUGS
SHALL BE USED, PROTECT WITH WEATHERPROOF
HEAT SHRINK, AND WITH A THIN COAT OF "KOP'R
SHIELD" OR EQUIVALENT PROPERLY APPLIED AND
ATTACHED ONLY WITH STAINLESS STEEL
HARDWARE.
9.WHEN GROUNDING EQUIPMENT ENCLOSURES,
PANELS, FRAMES, AND OTHER METAL APPARATUS,
A #6 AWG STRANDED COPPER WIRE WITH THWN
INSULATION SHALL BE ATTACHED UTILIZING A 2
HOLE COMPRESSION TYPE LUG, PROTECTED WITH
WEATHERPROOF HEAT A CLEAN AND CORROSION
FREE METALLIC SURFACE UTILIZING STAINLESS
STEEL SELF-TAPPING SCREWS AS NOTED IN NOTE
10 BELOW.
10.PREPARE ALL BONDING SURFACES FOR GROUND
CONNECTIONS BY REMOVING ANY AND ALL PAINT
AND CORROSION TO SHINY METAL. FOLLOWING
CAD-WELDED CONNECTIONS TO NON-COPPER
SURFACES, APPLY ONE COAT OF ANY
ANTI-OXIDIZING PAINT, "COLD GALV" OR
EQUIVALENT.
11.GROUND RODS SHALL BE COPPER-CLAD STEEL
5/8"x10', SPACED NO LESS THAN 10' ON CENTER.
12.ALL GROUND SYSTEM CONDUCTORS AND
CONDUITS SHALL BE SECURED UTILIZING ONLY
NONMETALLIC, NON-CONDUCTIVE, UV RATED
CLAMPS, BRACKET, AND OR SUPPORTS.
13.WHEN REQUIRED, THE CONTRACTOR SHALL
ENGAGE THE SERVICES OF AN INDEPENDENT
TESTING FIRM TO VERIFY, UTILIZING A MEGGER
TEST, THAT THE RESISTANCE TO EARTH OF THE
NEW GROUND SYSTEM IS EQUAL TO OR LESS
THAN 5 (OHMS). A COPY OF THE COMPLETE
TESTING REPORT SHALL BE PROVIDED TO THE
T-MOBILE REPRESENTATIVE.
14.ALL MATERIALS AND HARDWARE SHALL BR
INSTALLED IN A WORKMAN-LIKE MANNER IN
ACCORDANCE WITH MANUFACTURER'S
RECOMMENDATIONS, AND DEFINED IN NFPA-70
AND APPROVED BY A,H,J,
MECHANICAL CONNECTION
EQUIPMENT GROUND BAR
ANTENNA GROUND BAR (AS REQUIRED)
#2 AWG GROUND LEAD (AS REQUIRED)
1
NEW #6 AWG FROM PROPOSED
EQUIPMENT TO EXISTING GROUND BAR
NEW #6 AWG FROM PROPOSED
EQUIPMENT TO EXISTING GROUND BAR
GROUNDING
DETAILS
REV DESCRIPTIONDATE
A
BY
90% CD10/06/2020
UNLESS THEY ARE ACTING UNDER THE DIRECTION
IT IS A VIOLATION OF LAW FOR ANY PERSON,
OF A LICENSED PROFESSIONAL ENGINEER,
TO ALTER THIS DOCUMENT.
16212 Bothell-Everett Hwy
Suite F304,
Mill Creek, WA 98012
AT&T MOBILITY
RTC BUILDING 3
18221 NE 72nd WAY
REDMOND, WA 98052
22263 68th AVE S
KENT, WA 98032
SS81
WEYERHAEUSER
33940 WEYERHAEUSER WAY S
FEDERAL WAY,
WA 98001
CG
Network Solutions
11/10/2020
1 100% CONSTRUCTION DRAWING11/10/2020 CG
G-2
REV DESCRIPTIONDATE
A
BY
90% CD10/06/2020
UNLESS THEY ARE ACTING UNDER THE DIRECTION
IT IS A VIOLATION OF LAW FOR ANY PERSON,
OF A LICENSED PROFESSIONAL ENGINEER,
TO ALTER THIS DOCUMENT.
16212 Bothell-Everett Hwy
Suite F304,
Mill Creek, WA 98012
AT&T MOBILITY
RTC BUILDING 3
18221 NE 72nd WAY
REDMOND, WA 98052
22263 68th AVE S
KENT, WA 98032
SS81
WEYERHAEUSER
33940 WEYERHAEUSER WAY S
FEDERAL WAY,
WA 98001
CG
Network Solutions
11/10/2020
1 100% CONSTRUCTION DRAWING11/10/2020 CG
TYPE VV
TYPE GT
TYPE TA TYPE GY
TYPE GR
TYPE VN TYPE NC
TYPE VS TYPE VB
TYPE SS
TYPE PT
NOTE:
ERICO EXOTHERMIC "MOLD TYPES" SHOWN HERE ARE EXAMPLES. CONSULT WITH PROJECT
MANAGER FOR SPECIFIC MOLDS TO BE USED FOR THIS PROJECT.
TYPE HS TYPE 2-YA-2 TYPE XA TYPE YA-2
EXOTHERMIC WELDING N.T.S.
SCALE
NOT USED
TWO-HOLE LUG, BOLTED
TO GROUND BAR USING
3/8"-16 x 1 1/4" STAINLESS
STEEL HEX UNIT BOLTS
AND HARDWARE.
NEW 4"x12"x1/4" THK.,
TINNED GROUND
BAR ON WALL
SECTOR GROUND BAR
EXOTHERMIC WELD
NEW #2 AWG SOLID TINNED
BARE Cu WIRE TO MAIN GROUND
BAR
NOTES:
1.PROVIDE NO-OX GREASE AT CONTACT SURFACE BETWEEN LUG AND GROUND BAR
2.CONTRACTOR WILL VERIFY BUSS BAR GROUNDING TO BUILDING STEEL.
3.GROUND BARS AT BOTTOM SHALL USE EXOTHERMIC CONNECTION.
12" TO 24"
CABLE GROUNDING 2 1/2"ØMAX.ANTENNA CABLE
CABLE GROUND KIT
ANTENNA AND/OR GPS CABLE
CONNECTION
NOTES:
1.DO NOT INSTALL CABLE GROUND KIT AT A
BEND AND ALWAYS
DIRECT GROUND WIRE DOWN TO GROUND
BAR.
2.GROUNDING KIT TYPE SHALL BE APPROVED
BY TMO PRIOR TO INSTALLATION
3.WEATHERPROOFING SHALL INCORPORATE
PPC WEATHERPROOFING
TAPE KIT, COLD SHRINK SHALL NOT BE USED.
#6 AWG STRANDED Cu WIRE WITH GREEN,
600V,THWN INSULATION OR BLACK (GROUNDED TO
GROUND BAR)
CABLE
CONNECTOR
WEATHERPROOFING
KIT (SEE NOTE 3)
3"
MIN.
NOTES:
1.ALL HARDWARE BOLTS, NUTS,
LOCK WASHERS SHALL BE
STAINLESS STEEL. ALL
HARDWARE ARE TO BE AS
FOLLOWS: BOLT, FLAT
WASHER, GROUND BAR,
GROUND LUG, FLAT WASHER,
LOCK WASHER AND NUT.
2.COPPER SHIELD, ANTIOX, CR
NO-OX OR EQUIVALENT SHALL
BE PLACE WHERE ALL
DISSIMILAR METALS CONNECT.
3.ALL LUGS ARE TO BE
INSTALLED PER
MANUFACTURER'S
SPECIFICATIONS.
4.ALL LUGS MUST HAVE
INSPECTION WINDOWS.BURNDY GROUND LUG
(SEE TABLE FOR SIZE
AND MODEL)
BARE WIRE TO BE
NO-OX AT BOTH ENDS
GROUNDING
CONDUCTOR
HEAT SHRINK
(CLEAR HEAT SHRINK INDOOR &
BLACK HEAT SHRINK OUTDOOR)
NUT (TYP.)
BOLT (TYP.)
GROUND BAR
WIRE SIZE
#6 AWG GREEN INSULATED
#2 AWG SOLID TINNED
#2 AWG STRANDED
#2/0 AWG STRANDED
#4/0 AWG STRANDED
YA6C-2TC38
YA3C-2TC38
YA2C-2TC38
YA26-2TC38
YA28-2N 1/2" - 16 NC S 2 BOLT
3/8" - 16 NC S 2 BOLT
3/8" - 16 NC S 2 BOLT
3/8" - 16 NC S 2 BOLT
3/8" - 16 NC S 2 BOLT
BURNDY LUG BOLT SIZE
MECHANICAL LUG
FLAT WASHER
(TYP.)
FLAT WASHER
(TYP.)
LOCK WASHER
(TYP.)
BURNDY GROUND LUG
(SEE TABLE FOR SIZE
AND MODEL)
MAIN GROUND BAR
NEW MAIN GROUND BAR
NEW #6 AWG STRANDED Cu
WIRES TO EXISTING EQUIPMENT
TWO-HOLE LUG, BOLTED TO GROUND BAR USING
3/8"-16 x 1 1/4"STAINLESS STEEL HEX UNIT BOLTS
AND HARDWARE.
NOTES:
1.PROVIDE NO-OX GREASE AT CONTACT
SURFACE BETWEEN LUG AND GROUND BAR
2.CONTRACTOR WILL VERIFY BUSS BAR
GROUNDING TO BUILDING STEEL.
3.GROUND BARS AT BOTTOM SHALL USE
EXOTHERMIC CONNECTION.
EXOTHERMIC WELD
NEW (2) #2 AWG SOLID TINNED BARE Cu WIRE TO
EXISTING GROUND RING
NOT USED
NOT USED N.T.S.
SCALE 1
2N.T.S.
SCALE
3N.T.S.
SCALE
4N.T.S.
SCALE
5N.T.S.
SCALE
6N.T.S.
SCALE
8N.T.S.
SCALE
10N.T.S.
SCALE
11N.T.S.
SCALE
12N.T.S.
SCALE NOT USED 9N.T.S.
SCALE NOT USED
NOT USED
NEW RACK, PPC CABINET, TELCO
CABINET, SERVICE LIGHT, AND
COVP GROUNDING KIT: #6 AWG
STRANDED Cu WIRE WITH GREEN,
600V, THWN INSULATION OR
BLACK
ANTENNA, FRBG, FHFB, FRIJ, ANTENNA
MOUNT, GPS, AND COVP GROUNDING
KIT: #6 AWG STRANDED Cu WIRE WITH
GREEN, 600V,THWN INSULATION OR
BLACK
RF
DETAILS
REV DESCRIPTIONDATE
A
BY
90% CD10/06/2020
UNLESS THEY ARE ACTING UNDER THE DIRECTION
IT IS A VIOLATION OF LAW FOR ANY PERSON,
OF A LICENSED PROFESSIONAL ENGINEER,
TO ALTER THIS DOCUMENT.
16212 Bothell-Everett Hwy
Suite F304,
Mill Creek, WA 98012
AT&T MOBILITY
RTC BUILDING 3
18221 NE 72nd WAY
REDMOND, WA 98052
22263 68th AVE S
KENT, WA 98032
SS81
WEYERHAEUSER
33940 WEYERHAEUSER WAY S
FEDERAL WAY,
WA 98001
CG
Network Solutions
11/10/2020
1 100% CONSTRUCTION DRAWING11/10/2020 CG
RF-1
REV DESCRIPTIONDATE
A
BY
90% CD10/06/2020
UNLESS THEY ARE ACTING UNDER THE DIRECTION
IT IS A VIOLATION OF LAW FOR ANY PERSON,
OF A LICENSED PROFESSIONAL ENGINEER,
TO ALTER THIS DOCUMENT.
16212 Bothell-Everett Hwy
Suite F304,
Mill Creek, WA 98012
AT&T MOBILITY
RTC BUILDING 3
18221 NE 72nd WAY
REDMOND, WA 98052
22263 68th AVE S
KENT, WA 98032
SS81
WEYERHAEUSER
33940 WEYERHAEUSER WAY S
FEDERAL WAY,
WA 98001
CG
Network Solutions
11/10/2020
1 100% CONSTRUCTION DRAWING11/10/2020 CG