20-103097-SE04661A-FCDs-07-13-2020v1VICINITY MAP
N
NOT TO SCALE
LOCAL MAP
SITE
N
NOT TO SCALE
APPLICANT:
T-MOBILE USA INC.
19807 NORTH CREEK PARKWAY NORTH
BOTHELL, WA 98011
Know what's below.
CALL before you dig.
CALL AT LEAST TWO WORKING
DAYS BEFORE YOU DIG
USA
Nor t h
DIG ALERT
HANDICAP REQUIREMENTS:
FACILITY IS UNMANNED AND NOT FOR
HUMAN HABITATION, HANDICAP ACCESS
REQUIREMENT(S) DO NOT APPLY
SITE PARCEL NUMBER:
0104550010
JURISDICTION:
CITY OF FEDERAL WAY
SITE ADDRESS:
LATITUDE AND LONGITUDE:
ALDERBROOK DIV NO 06
PROPERTY OWNER:
ZONING:
LEGAL DESCRIPTION:COUNTY:
KING COUNTY
R.O.W / RS5.0
N 47° 18' 20.4", W 122° 21' 38.7"
(BASED ON 1A SURVEY DATED: 04/21/2015)
TAME & EVELYN CONTORAVDIS
33003 20TH PL SW
FEDERAL WAY, WA 98023
EXISTING USE:
NEW USE:
UNMANNED TELECOMMUNICATIONS FACILITY
TOTAL LEASE AREA:
± 150 sq. ft.
33003 20TH PL SW
FEDERAL WAY, WA 98023
T-1
TITLE
SHEET
DRIVING DIRECTIONS
1. HEAD SOUTH ON NORTH CREEK PKWY TOWARD NORTH CREEK TRAIL
2. TURN RIGHT ONTO NE 195TH ST
3. TURN LEFT ONTO THE I-405 SOUTH RAMP TO RENTON
4. MERGE ONTO I-405 S
5. TAKE THE EXIT ONTO I-5 SOUTH TOWARD PORTLAN
6. TAKE EXIT 143 FOR S 320TH ST TOWARD FEDERAL WAY
7. TURN RIGHT ONTO S 320TH ST.
8. TURN LEFT ONTO 21ST AVE. SW
9. TURN LEFT ONTO SW 330TH ST.
10. TAKE THE 1ST RIGHT ONTO 20TH PL SW
DESTINATION WILL BE ON THE RIGHT
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
APPROVALS
APPROVAL SIGNATURE DATE
PROJECT MANAGER
T-MOBILE RF ENGINEER
SITE ACQUISITION
CONSTRUCTION MANAGER
SITE OWNER
STARTING FROM 19807 NORTH CREEK PARKWAY NORTH, BOTHELL, WA 98011:
SITE
UNMANNED TELECOMMUNICATIONS FACILITY
ALDERBROOK /PSE /CONTORA
33003 20TH PL SW
FEDERAL WAY, WA 98023
SE04661A
REV DESCRIPTIONDATE BYREV DESCRIPTIONDATE BY
IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY
ARE ACTING UNDER THE DIRECTION OF A LICENSED
PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT.
JURISDICTION APPROVAL STAMP
DEPARTMENT FOR LAND USE
DEPARTMENT FOR BUILDING & CONSTRUCTION
19807 NORTH CREEK PARKWAY NORTH
BOTHELL, WA 98011
R
ARCHITECTURE & ENGINEERING
2667 CAMINO DEL RIO SOUTH, STE. 205
SAN DIEGO, CA 92108NOT FOR CONSTRUCTIONPNW MARKET OFFICE
9725 3RD AVENUE NE, STE. 410
SEATTLE, WA 98115
ALDERBROOK
/PSE /CONTORA
A 06/09/2020 ANCHOR + L600 90%CD MGM
0 07/10/2020 ANCHOR + L600 100%CD VF
CODE COMPLIANCE
T-MOBILE DEVELOPMENT
MANAGER
T-MOBILE CONSTRUCTION
MANAGER
T-MOBILE OPS MANAGER
T-MOBILE REGULATORY REVIEW
T-MOBILE PROJECT MANAGER
WASHINGTON STATE 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 CONSTRUCTED TO PERMIT
WORK NOT CONFORMING TO THESE CODES. THE WASHINGTON STATE BUILDING CODE IS
COMPRISED OF THE MODEL CODE EDITIONS BELOW WITH WASHINGTON STATE
AMENDMENTS:
- 2015 INTERNATIONAL BUILDING CODE
- 2015 INTERNATIONAL RESIDENTIAL CODE
- 2015 INTERNATIONAL MECHANICAL CODE
- 2015 INTERNATIONAL FIRE CODE
- 2015 UNIFORM PLUMBING CODE
- 2015 IECC/WASHINGTON STATE ENERGY CODE
- LOCAL CODES AND AMENDMENTS
FCC NOTE:
THIS WIRELESS COMMUNICATION FACILITY COMPLIES WITH FEDERAL STANDARDS FOR
RADIO FREQUENCY IN ACCORDANCE WITH THE TELECOMMUNICATION ACT OF 1996 AND
SUBSEQUENT AMENDMENTS AND ANY OTHER REQUIREMENTS IMPOSED BY STATE OR
FEDERAL REGULATORY AGENCIES.
T-MOBILE PERMITTING
SITE INFORMATION
PROJECT DESCRIPTION
BASED ON RFDS VERSION 7 DATED: 06/26/2020
x REMOVE (2) EXISTING ULTRASITE CABINET IN
SHELTER
x REMOVE (1) EXISTING POWER RACK
x REMOVE (1) EXISTING SAR-A ROUTER FROM RACK
x REMOVE (1) EXISTING FSMF FROM CABINET
x REMOVE (3) EXISTING FRIA FROM CABINET
x REMOVE (2) EXISTING FRIE FROM CABINET
x REMOVE (2) EXISTING FXFC FROM CABINET
x REMOVE (3) EXISTING FRLB FROM UNISTRUT
x REMOVE (6) EXISTING DIPLEXERS FROM WALL
x REMOVE (3) EXISTING TRIPLEXERS FROM WALL
x REMOVE (3) EXISTING ANTENNAS
(SBNHH-1D65C-SR)
x REMOVE (9) EXISTING TMAS ON TOWER
x REMOVE ALL EXISTING COAX CABLES
x INSTALL (4) NEW (FFVV-65C-R3-V1) ANTENNAS
x INSTALL (3) NEW (AEHC) ANTENNAS
x INSTALL (4) NEW AHLOA ON TOWER
x INSTALL (4) NEW AHFIG ON TOWER
x INSTALL (1) NEW WALL MOUNT
x INSTALL (9) NEW CROSSOVER PLATES
x INSTALL (10) NEW MOUNTING PIPES
x INSTALL (3) NEW HCS 2.0 PENDANTS ON TOWER
x INSTALL (3) NEW HCS 2.0 TRUNKS 150'
x INSTALL (3) NEW HCS 2.0 JUNCTION BOXES ON
WALL
x INSTALL (2) NEW CABINETS (1 HPL3, 1 LB3)
x INSTALL (1) NEW CSR IXRe ROUTER IN HPL3
x INSTALL (2) NEW VOLTAGE BOOSTER IN HPL3
x INSTALL (2) NEW AMIA IN HPL3
x INSTALL (2) NEW ASIB IN AMIA
x INSTALL (2) NEW ASIK IN AMIA
x INSTALL (3) NEW ABIA IN AMIA
x INSTALL (5) NEW ABIL IN AMIA
x INSTALL (3) NEW ABIC IN AMIA
x INSTALL (1) NEW CAC PANEL WITH GEN PLUG AND
CUBE ON WALL
x REMOVE (2) EXISTING FSME FROM CABINET
SHEET DESCRIPTION
SHEET INDEX
T-1 TITLE SHEET
A-1
A-2
A-3
SITE PLAN
ENLARGED SITE PLAN
T-2 NOTES & LEGEND
A-4 ELEVATIONS
A-5 ELEVATIONS
ANTENNA MOUNTING SPECIFICATIONS
G-1 GROUNDING PLANS
G-2 GROUNDING DETAILS
RF-1 RF DETAILS
ANTENNA PLAN
A-3.1 EQUIPMENT PLAN
A-8
RF-2 RF DIAGRAM
R
DETAILSA-7
DETAILSA-6
TOWER OWNER:
PUGET SOUND ENERGY PO BOX 97034
BELLEVUE, WA 98004
A-9 HELIAX FIBER FEED PENDANT CONNECT
E-1 ELECTRICAL NOTES
E-2 ELECTRICAL PLAN, PANEL SCHEDULE, & DIAGRAMS
E-3 ELECTRICAL DIAGRAMS
ARCHITECTURE:
SITE ACQUISITION:CONSTRUCTION MANAGER:
ENGINEER:
CONTACT INFORMATION
ZONING & PERMITTING:
TECHNOLOGY ASSOCIATES EC, INC
OFFICE: (425) 269-5561
CONTACT: RENATA FAYTEN
EMAIL: renatasoffice@gmail.com
9725 3RD AVENUE NE, STE. 410
SEATTLE, WA 98115
TECHNOLOGY ASSOCIATES EC, INC
OFFICE: (425) 269-5561
CONTACT: RENATA FAYTEN
EMAIL: renatasoffice@gmail.com
9725 3RD AVENUE NE, STE. 410
SEATTLE, WA 98115
RF ENGINEER:
T-MOBILE USA INC.
19807 NORTH CREEK PARKWAY NORTH
BOTHELL, WA 98011
EMAIL: OlsenJohn.Ong1@T-Mobile.com
CONTACT: OLSEN JOHN ONG
TECHNOLOGY ASSOCIATES EC, INC
MOBILE: (206) 446-5677
EMAIL: alec.langton@taec.net
CONTACT: ALEC LANGTON
9725 3RD AVENUE NE, STE. 410
SEATTLE, WA 98115
TECHNOLOGY ASSOCIATES EC, INC
OFFICE: (801) 463-1020 x 2107
EMAIL: joel.hartman@taec.net
CONTACT: JOEL R. HARTMAN, PE
7896 SOUTH HIGHLAND DRIVE, STE. 200
COTTONWOOD HEIGHTS, UT 84121
PUGET SOUND ENERGY PO BOX 97034
BELLEVUE, WA 98004
CONTACT: TIMOTHY GASSER
PHONE: 206-947-0335
REV DESCRIPTIONDATE BYREV DESCRIPTIONDATE BY
IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY
ARE ACTING UNDER THE DIRECTION OF A LICENSED
PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT.
JURISDICTION APPROVAL STAMP
DEPARTMENT FOR LAND USE
DEPARTMENT FOR BUILDING & CONSTRUCTION
19807 NORTH CREEK PARKWAY NORTH
BOTHELL, WA 98011
R
ARCHITECTURE & ENGINEERING
2667 CAMINO DEL RIO SOUTH, STE. 205
SAN DIEGO, CA 92108NOT FOR CONSTRUCTIONPNW MARKET OFFICE
9725 3RD AVENUE NE, STE. 410
SEATTLE, WA 98115
ALDERBROOK
/PSE /CONTORA
A 06/09/2020 ANCHOR + L600 90%CD MGM
0 07/10/2020 ANCHOR + L600 100%CD VF
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
1ABBREVIATIONS
2LEGEND
ABBREVIATION DEFINITION ABBREVIATION DEFINITION ABBREVIATION DEFINITION
4GENERAL 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
T-2
NOTES &
LEGEND
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 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.
3 NOT USED
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
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
X
X-X
X
X-X
X
X-X
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
REV DESCRIPTIONDATE BYREV DESCRIPTIONDATE BY
IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY
ARE ACTING UNDER THE DIRECTION OF A LICENSED
PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT.
JURISDICTION APPROVAL STAMP
DEPARTMENT FOR LAND USE
DEPARTMENT FOR BUILDING & CONSTRUCTION
19807 NORTH CREEK PARKWAY NORTH
BOTHELL, WA 98011
R
ARCHITECTURE & ENGINEERING
2667 CAMINO DEL RIO SOUTH, STE. 205
SAN DIEGO, CA 92108NOT FOR CONSTRUCTIONPNW MARKET OFFICE
9725 3RD AVENUE NE, STE. 410
SEATTLE, WA 98115
ALDERBROOK
/PSE /CONTORA
A 06/09/2020 ANCHOR + L600 90%CD MGM
0 07/10/2020 ANCHOR + L600 100%CD VF
A-1
SITE PLAN
SITE PLAN 1
N
EXISTING T-MOBILE EQUIPMENT & ANTENNA
AREA, FOR ENLARGED SITE PLAN SEE:
1
A-2
EXISTING
RESIDENTIAL
BACK YARD
1
A-5
1
A-4
SW 330TH ST.CL
DISCLAIMER
THESE DRAWINGS WERE PRODUCED WITHOUT THE BENEFIT OF
A CURRENT LAND SURVEY. ALL PROPERTY LINES, EASEMENTS,
AND SETBACKS SHALL BE VERIFIED PRIOR TO START OF
CONSTRUCTION. TAEC DOES NOT GUARANTEE THE ACCURACY
OF SAID PROPERTY LINES, EASEMENTS, ROADS AND SETBACKS.
LANDLORD SIGNATURE
PROPERTY LINE: ± 75'-
6
"PROPERTY LINE: ± 53'-8"PROPERTY LINE: ± 46'-6"PROPERTY LINE: ± 121'-6"21ST AVE. SWCL2OTH PL. SWCLEXISTING
RESIDENTIAL
BUILDING
EXISTING
RESIDENTIAL
BUILDING
EXISTING
CONC. SLAB
EXISTING R.O.W. LANDSCAPE AREA
EXISTING SIDEWALK (TYP.)
EXISTING CONC. CURB & GUTTER
EXISTING FENCE, TYP.
SITE PARCEL NUMBER:
N/A
JURISDICTION:
CITY OF FEDERAL WAY
ZONING:
R.O.W.
SITE PARCEL NUMBER:
0104550010
JURISDICTION:
CITY OF FEDERAL WAY
ZONING:
RS5.0
EXISTING DRIVEWAY
REV DESCRIPTIONDATE BYREV DESCRIPTIONDATE BY
IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY
ARE ACTING UNDER THE DIRECTION OF A LICENSED
PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT.
JURISDICTION APPROVAL STAMP
DEPARTMENT FOR LAND USE
DEPARTMENT FOR BUILDING & CONSTRUCTION
19807 NORTH CREEK PARKWAY NORTH
BOTHELL, WA 98011
R
ARCHITECTURE & ENGINEERING
2667 CAMINO DEL RIO SOUTH, STE. 205
SAN DIEGO, CA 92108NOT FOR CONSTRUCTIONPNW MARKET OFFICE
9725 3RD AVENUE NE, STE. 410
SEATTLE, WA 98115
ALDERBROOK
/PSE /CONTORA
A 06/09/2020 ANCHOR + L600 90%CD MGM
0 07/10/2020 ANCHOR + L600 100%CD VF
ENLARGED SITE PLAN
N
1 A-2
ENLARGED
SITE PLAN
EXISTING T-MOBILE ANTENNA AREA, FOR
ANTENNA PLAN SEE:
1
A-3
EXISTING T-MOBILE EQUIPMENT AREA, FOR
EQUIPMENT PLAN SEE:
1
A-3.1( ) " " SECTOR @EA0°( ) " " SEC
T
O
R
@
E C
260°
DISCLAIMER
THESE DRAWINGS WERE PRODUCED WITHOUT THE BENEFIT OF
A CURRENT LAND SURVEY. ALL PROPERTY LINES, EASEMENTS,
AND SETBACKS SHALL BE VERIFIED PRIOR TO START OF
CONSTRUCTION. TAEC DOES NOT GUARANTEE THE ACCURACY
OF SAID PROPERTY LINES, EASEMENTS, ROADS AND SETBACKS.
LANDLORD SIGNATURE
EXISTING R.O.W.
LANDSCAPE
AREA
EXISTING SIDEWALK (TYP.)
EXISTING CONC. CURB & GUTTER
EXISTING FENCE, TYP.
EXISTING
RESIDENTIAL
BACK YARD
EXISTING T-MOBILE COAX
CABLE TRENCH (V.I.F.)
REMOVE ALL EXISTING COAX
CABLES
( ) "
"
S
E
C
T
O
R
@
E B
110°PROPERTY LINE: ± 46'-6"
REV DESCRIPTIONDATE BYREV DESCRIPTIONDATE BY
IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY
ARE ACTING UNDER THE DIRECTION OF A LICENSED
PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT.
JURISDICTION APPROVAL STAMP
DEPARTMENT FOR LAND USE
DEPARTMENT FOR BUILDING & CONSTRUCTION
19807 NORTH CREEK PARKWAY NORTH
BOTHELL, WA 98011
R
ARCHITECTURE & ENGINEERING
2667 CAMINO DEL RIO SOUTH, STE. 205
SAN DIEGO, CA 92108NOT FOR CONSTRUCTIONPNW MARKET OFFICE
9725 3RD AVENUE NE, STE. 410
SEATTLE, WA 98115
ALDERBROOK
/PSE /CONTORA
A 06/09/2020 ANCHOR + L600 90%CD MGM
0 07/10/2020 ANCHOR + L600 100%CD VF
A-3
ANTENNA
PLANS
N
ANTENNA PLAN (EXISTING)21
N
ANTENNA PLAN (FINAL)
EXISTING 93.9 FT. HIGH TOWER
EXISTING T-MOBILE (SBNHH-1D65C-SR) ANTENNA
(1 PER SECTOR, 3 SECTORS, 3 TOTAL)
TO BE REMOVED
EXISTING T-MOBILE (ETM19V2S12UB) TMA
(2 PER SECTOR, 3 SECTORS, 6 TOTAL)
TO BE REMOVED
LANDLORD SIGNATURE
( ) " " SECTOR @EA0°( ) " " SEC
T
O
R
@
E C
260°
( ) "
"
S
E
C
T
O
R
@
E B
110°( ) " " SECTOR @ND180°( ) " " SECTOR @NA0°( ) " " SEC
T
O
R
@
N C
260°
( ) "
"
S
E
C
T
O
R
@
N B
110°
EXISTING 93.9 FT. HIGH TOWER
COMMSCOPE TMATLABC21-21A 9.8" x 11.5" x 6.0"28.7TMA
(6)
(3)
NEW T-MOBILE (SBWM-HD) WALL MOUNT
(1 PER SECTOR D, 1 TOTAL)
7
A-6
EXISTING T-MOBILE (TMATLABC21-21A) TMA
(1 PER SECTOR, 3 SECTORS, 3 TOTAL)
TO BE REMOVED
NEW T-MOBILE AHFIG
(1 PER SECTOR, 4 SECTORS, 4 TOTAL)
4
A-6
NEW T-MOBILE AHLOA
(1 PER SECTOR, 4 SECTORS, 4 TOTAL)
3
A-6
NEW T-MOBILE (FFVV-65C-R3-V1)
ANTENNA
(1 PER SECTOR, 4 SECTORS, 4 TOTAL)
1
A-6
NEW T-MOBILE CROSSOVER PLATE
(3 PER SECTOR, 3 SECTORS, 9 TOTAL)
11
A-6
NEW ANTENNA PIPES (10 TOTAL)
NEW T-MOBILE (AEHC) ANTENNA
(1 PER SECTOR, 4 SECTORS, 4 TOTAL)
2
A-6
(3)
REMOVE EXISTING
1. ANTENNA CLEARANCE AND MOUNTING TO BE FIELD VERIFIED PRIOR TO CONSTRUCTION WITH FINAL ANTENNA SPECIFICATIONS, MOUNTING HARDWARE, AND RF DESIGN.
2. REFER TO FINAL CONFIGURATION ANTENNA SCHEDULE ON SHEET RF-1.
3. EXISTING ANTENNAS BY OTHER CARRIERS ARE NOT SHOWN FOR CLARITY.
4. ALL NEW T-MOBILE ANTENNA EQUIPMENT TO BE PAINTED TO MATCH POLE.
NOTE:
TOWER: FINAL EQUIPMENT INVENTORY
MODELSCOPE OF WORK QUANTITY MANUFACTURER DIMENSIONS
(LxWxD)
WEIGHT
(LBS)TECHNOLOGY
REMOVE EXISTING
ADD NEW (4)
(3)ADD NEW
ADD NEW
ADD NEW
ADD NEW (9)
ADD NEW
COMMSCOPE SBNHH-1D65C HEX 96.6" x 11.9" x 7.1" 49.6ANTENNA
COMMSCOPE FFVV-65C-R3-V1 95.9" x 25.2" x 9.3" 124.6ANTENNA
AEHC 38.2" x 21.5" x 5.9"ANTENNA NOKIA 108.0
AHLOA 22.05" x 12.13" x 7.44" 83.78NOKIARRU
NOKIARRU AHFIG 27.6" x 5.6" x 13.4" 79.4
PENDANT BREAKOUT 6.7" x 16.9" x 4.7"0.970 LB/FTCOMMSCOPEPENDANT
SCX43-K 8.5" LONG 9.77VALMONT SITEPRO1CROSSOVER PLATE KIT
REMOVE EXISTING
(4)
(4)
(3)
COMMSCOPE ETM19V2S12UB 10.0" x 8.6" x 2.3"11.2TMA
NEW T-MOBILE HCS 2.0 PENDANT
(1 PER SECTOR, 3 SECTORS, 3 TOTAL)
1
A-9
REV DESCRIPTIONDATE BYREV DESCRIPTIONDATE BY
IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY
ARE ACTING UNDER THE DIRECTION OF A LICENSED
PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT.
JURISDICTION APPROVAL STAMP
DEPARTMENT FOR LAND USE
DEPARTMENT FOR BUILDING & CONSTRUCTION
19807 NORTH CREEK PARKWAY NORTH
BOTHELL, WA 98011
R
ARCHITECTURE & ENGINEERING
2667 CAMINO DEL RIO SOUTH, STE. 205
SAN DIEGO, CA 92108NOT FOR CONSTRUCTIONPNW MARKET OFFICE
9725 3RD AVENUE NE, STE. 410
SEATTLE, WA 98115
ALDERBROOK
/PSE /CONTORA
A 06/09/2020 ANCHOR + L600 90%CD MGM
0 07/10/2020 ANCHOR + L600 100%CD VF
A-3.1
EQUIPMENT
PLANS
EXISTING T-MOBILE RACK
TO BE REMOVED, 1 EXISTING
SAR-A ROUTER TO BE
REMOVED
EXISTING
NOKIA
ULTRASITE
CABINET
TO BE
REMOVED
N
EQUIPMENT PLAN (EXISTING)21
N
EQUIPMENT PLAN (FINAL)
EXISTING
NOKIA
ULTRASITE
CABINET
TO BE
REMOVED
EXISTING COAX CABLE STUB UPS
EXISTING T-MOBILE DIPLEXERS
(9 TOTAL) MOUNTED TO EXISTING UNISTRUT
TO BE REMOVED
EXISTING T-MOBILE FRLB
(3 TOTAL) MOUNTED TO
EXISTING UNISTRUT FRAME
TO BE REMOVED
EXISTING T-MOBILE TELCO BOARD
EXISTING T-MOBILE UTILITY PANEL
EXISTING T-MOBILE ELEC. PANEL
EXISTING T-MOBILE
EQUIPMENT SHELTER
EXISTING T-MOBILE TELCO BOARD
EXISTING T-MOBILE UTILITY PANEL
EXISTING T-MOBILE ELEC. PANEL
EXISTING T-MOBILE EQUIPMENT SHELTER
15'-0"10'-0"
NEW T-MOBILE HCS 2.0 JUNCTION
BOXES ON EXISTING UNISTRUTS ON
WALL (3 TOTAL)
1
A-9
15'-0"10'-0"
EXISTING T-MOBILE
DOOR & FRAME
TO BE REMOVE &
REPLACED
EXISTING COAX CABLE STUB UPS
NEW T-MOBILE HPL3 600A SSC CABINET
WITH 1 CSR IXRe ROUTER, 2 VOLTAGE
BOOSTER, 2 AMIA, 2 ASIB, 2 ASIK, 3
ABIA, 5 ABIL, AND 3 ABIC INSIDE
CABINET
5
A-6
NEW T-MOBILE LB3 BATTERY CABINET
6
A-6
1'-6"
MIN.
1
A-7
2
A-7
3
A-7
4
A-7
5
A-7
6
A-7
7
A-7
LANDLORD SIGNATURE
GROUND: FINAL EQUIPMENT INVENTORY
EQUIPMENT MODELSCOPE OF WORK QUANTITY MANUFACTURER DIMENSIONS
(LxWxD)
WEIGHT
(LBS)TECHNOLOGY
CABINET TYPE
(LOCATION OF
EQUIPMENT)
CABINET
QUANTITY
REMOVE EXISTING (2)--
REMOVE EXISTING (2)ULTRASITE CABINET
(3)
(1)
(1)--
--ROUTER NOKIA 7705 SAR-A RACK
RACK PURCELL --INDOOR RACK
1
1
REMOVE EXISTING
REMOVE EXISTING
(1)--BASEBAND NOKIA FSMF ULTRASITE CABINET 1
REMOVE EXISTING
REMOVE EXISTING
ON H-FRAME -
CABINET NOKIA 6'-7/16" x 2.5' x 2.5'TBDULTRASITE
5.2" x 11.76" x 16.6" 41.9BASEBAND NOKIA FSME
15.75" x 15.75" x 5.9" 59.52RRUNOKIAFRLB
(3)REMOVE EXISTING
(6)REMOVE EXISTING
WALL -
WALL -
8.9" x 4.9" x 4.5" 10.1 DIPLEXER COMMSCOPE CDX723AT-DS
ECC1920-VPUB 7.6" x 7.3" x 2.6"7.9COMMSCOPEDIPLEXER
(3)REMOVE EXISTING
(2)REMOVE EXISTING
REMOVE EXISTING (2)
ULTRASITE CABINET 1
ULTRASITE CABINET 1
ULTRASITE CABINET 1
RRU NOKIA FRIA 5.2" x 11.76" x 15.6" 55.1
RRU NOKIA 5.2" x 17.6" x 15.6" 55.1FRIE
5.2"x17.6"x16.6" 55.1RRUNOKIA FXFC
GROUND: FINAL EQUIPMENT INVENTORY
EQUIPMENT MODELSCOPE OF WORK QUANTITY MANUFACTURER DIMENSIONS
(LxWxD)
WEIGHT
(LBS)TECHNOLOGY
CABINET TYPE
(LOCATION OF
EQUIPMENT)
CABINET
QUANTITY
(1)ADD NEW
(1)ADD NEW
(2)ADD NEW
(2)ADD NEW
(2)ADD NEW
EXISTING TO REMAIN (1)1
ADD NEW (1)
HPL3 600A SSC5.2" x 11.76" x 16.6" 41.9BASEBAND NOKIA FSMF
CABINET PURCELL 30.0" x 48.0" x 72.0" 430HPL3 600A LARGE SSC
CABINET PURCELL 60.4" x 30" x 33.8" 350HPL3 LB3 BATTERY
ROUTER NOKIA 8.57250 IXR-e
VOLTAGE BOOSTER RAYCAP 2.1POWERPLUS 103-1-1U
BASEBAND NOKIA 11.2AMIA
BASEBAND NOKIA 1.8" x 8.6" x 14.8" 6.61ASIB
BASEBAND NOKIA --ASIK
BASEBAND NOKIA --ABIL
BASEBAND NOKIA 14.2" x 8.6" x 1.1" 4.41ABIA
BASEBAND NOKIA 0.98" x 8.62" x 14.33" 5.84ABIC
JUNCTION BOX COMMSCOPE 15.21FE-16148-OVP-B12
(5)ADD NEW
(3)ADD NEW
(3)ADD NEW
ADD NEW
ADD NEW
1HPL3 600A SSC
1HPL3 600A SSC
1HPL3 600A SSC
1HPL3 600A SSC
1HPL3 600A SSC
1HPL3 600A SSC
1HPL3 600A SSC
1HPL3 600A SSC
1HPL3 600A SSC
1HPL3 600A SSC
-WALL
(2)
(3)
NEW T-MOBILE CAC PANEL ON
EXISTING WALL
8
A-7
NEW T-MOBILE CUBE ON EXISTING
WALL
9
A-7
10
A-7
26" x 22" x 20"TELCO CABINET CHARLES RL1000 90ADD NEW -WALL(1)
20" x 10" x 39"75PPC/DISCONNECT EMERSON CAC MODELADD NEW -WALL(1)
REV DESCRIPTIONDATE BYREV DESCRIPTIONDATE BY
IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY
ARE ACTING UNDER THE DIRECTION OF A LICENSED
PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT.
JURISDICTION APPROVAL STAMP
DEPARTMENT FOR LAND USE
DEPARTMENT FOR BUILDING & CONSTRUCTION
19807 NORTH CREEK PARKWAY NORTH
BOTHELL, WA 98011
R
ARCHITECTURE & ENGINEERING
2667 CAMINO DEL RIO SOUTH, STE. 205
SAN DIEGO, CA 92108NOT FOR CONSTRUCTIONPNW MARKET OFFICE
9725 3RD AVENUE NE, STE. 410
SEATTLE, WA 98115
ALDERBROOK
/PSE /CONTORA
A 06/09/2020 ANCHOR + L600 90%CD MGM
0 07/10/2020 ANCHOR + L600 100%CD VF
A-4
ELEVATIONS
21SOUTH ELEVATION (EXISTING) SOUTH ELEVATION (FINAL)
DISCLAIMER:
1. EXISTING TOWER HEIGHT AND
ANTENNA DEPICTED ON THE
ELEVATION IS BASED ON 1-A
DATED: 04/21/2015 PROVIDED
BY AMBIT CONSULTING.
2. CAPACITY OF THE TOWER TO
SUPPORT PROPOSED LOADS IS
TO BE DETERMINED BY
OTHERS.
3. ALL NEW T-MOBILE ANTENNA
EQUIPMENT TO BE PAINTED TO
MATCH EXISTING POLE.
LANDLORD SIGNATURE
RAD CENTER OF EXISTING T-MOBILE ANTENNA
ELEV. ±89.8'
TOP OF EXISTING T-MOBILE ANTENNA & EXISTING UTILITY POLE
ELEV. ±93.9'
FINISH GRADE
ELEV. 0'-0" REF
TOP OF EXISTING OVER HEAD UTILITY LINES
ELEV. ±80.0'
EXISTING T-MOBILE EQUIPMENT AREA,
FOR EQUIPMENT PLAN SEE:
1
A-3.1
EXISTING 93.9 FT. HIGH TOWER
EXISTING T-MOBILE (SBNHH-1D65C-SR) ANTENNA
(1 PER SECTOR, 3 SECTORS, 3 TOTAL)
TO BE REMOVED
EXISTING T-MOBILE (ETM19V2S12UB) TMA
(2 PER SECTOR, 3 SECTORS, 6 TOTAL)
TO BE REMOVED
EXISTING OVERHEAD UTILITY LINES, TYP.
RAD CENTER OF NEW T-MOBILE ANTENNA
ELEV. ±89.8'
TOP OF NEW T-MOBILE ANTENNA & EXISTING UTILITY POLE
ELEV. ±93.9'
FINISH GRADE
ELEV. 0'-0" REF
TOP OF EXISTING OVER HEAD UTILITY LINES
ELEV. ±80.0'
NEW T-MOBILE EQUIPMENT AREA, FOR
EQUIPMENT PLAN SEE:
2
A-3.1
EXISTING 93.9 FT. HIGH TOWER
EXISTING OVERHEAD UTILITY LINES, TYP.
EXISTING T-MOBILE (TMATLABC21-21A) TMA
(1 PER SECTOR, 3 SECTORS, 3 TOTAL)
TO BE REMOVED
RAD CENTER OF NEW T-MOBILE ANTENNA
ELEV. ±92.3'
NEW T-MOBILE (SBWM-HD) WALL MOUNT
(1 PER SECTOR D, 1 TOTAL)
7
A-6
NEW T-MOBILE AHFIG
(1 PER SECTOR, 4 SECTORS, 4 TOTAL)
4
A-6
NEW T-MOBILE AHLOA
(1 PER SECTOR, 4 SECTORS, 4 TOTAL)
3
A-6
NEW T-MOBILE (FFVV-65C-R3-V1) ANTENNA
(1 PER SECTOR, 4 SECTORS, 4 TOTAL)
1
A-6
NEW T-MOBILE CROSSOVER PLATE
(3 PER SECTOR, 3 SECTORS, 9 TOTAL)
11
A-6
NEW T-MOBILE (AEHC) ANTENNA
(1 PER SECTOR, 4 SECTORS, 4 TOTAL)
2
A-6
NEW T-MOBILE HCS 2.0 PENDANT
(1 PER SECTOR, 3 SECTORS, 3 TOTAL)
1
A-9
REV DESCRIPTIONDATE BYREV DESCRIPTIONDATE BY
IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY
ARE ACTING UNDER THE DIRECTION OF A LICENSED
PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT.
JURISDICTION APPROVAL STAMP
DEPARTMENT FOR LAND USE
DEPARTMENT FOR BUILDING & CONSTRUCTION
19807 NORTH CREEK PARKWAY NORTH
BOTHELL, WA 98011
R
ARCHITECTURE & ENGINEERING
2667 CAMINO DEL RIO SOUTH, STE. 205
SAN DIEGO, CA 92108NOT FOR CONSTRUCTIONPNW MARKET OFFICE
9725 3RD AVENUE NE, STE. 410
SEATTLE, WA 98115
ALDERBROOK
/PSE /CONTORA
A 06/09/2020 ANCHOR + L600 90%CD MGM
0 07/10/2020 ANCHOR + L600 100%CD VF
A-5
ELEVATIONS
21WEST ELEVATION (EXISTING) WEST ELEVATION (FINAL)
LANDLORD SIGNATURE
RAD CENTER OF EXISTING T-MOBILE ANTENNA
ELEV. ±89.8'
TOP OF EXISTING T-MOBILE ANTENNA & EXISTING UTILITY POLE
ELEV. ±93.9'
FINISH GRADE
ELEV. 0'-0" REF
TOP OF EXISTING OVER HEAD UTILITY LINES
ELEV. ±80.0'
EXISTING T-MOBILE EQUIPMENT AREA,
FOR EQUIPMENT PLAN SEE:
1
A-3.1
EXISTING 93.9 FT. HIGH TOWER
EXISTING T-MOBILE (SBNHH-1D65C-SR) ANTENNA
(1 PER SECTOR, 3 SECTORS, 3 TOTAL)
TO BE REMOVED
EXISTING T-MOBILE (ETM19V2S12UB) TMA
(2 PER SECTOR, 3 SECTORS, 6 TOTAL)
TO BE REMOVED
EXISTING OVERHEAD UTILITY LINES, TYP.
NEW T-MOBILE EQUIPMENT AREA, FOR
EQUIPMENT PLAN SEE:
2
A-3.1
FINISH GRADE
ELEV. 0'-0" REF
TOP OF EXISTING OVER HEAD UTILITY LINES
ELEV. ±80.0'
EXISTING 93.9 FT. HIGH TOWER
EXISTING OVERHEAD UTILITY LINES, TYP.
EXISTING T-MOBILE (TMATLABC21-21A) TMA
(1 PER SECTOR, 3 SECTORS, 3 TOTAL)
TO BE REMOVED
DISCLAIMER:
1. EXISTING TOWER HEIGHT AND
ANTENNA DEPICTED ON THE
ELEVATION IS BASED ON 1-A
DATED: 04/21/2015 PROVIDED
BY AMBIT CONSULTING.
2. CAPACITY OF THE TOWER TO
SUPPORT PROPOSED LOADS IS
TO BE DETERMINED BY
OTHERS.
3. ALL NEW T-MOBILE ANTENNA
EQUIPMENT TO BE PAINTED TO
MATCH EXISTING POLE.
RAD CENTER OF NEW T-MOBILE ANTENNA
ELEV. ±89.8'
TOP OF NEW T-MOBILE ANTENNA & EXISTING UTILITY POLE
ELEV. ±93.9'
RAD CENTER OF NEW T-MOBILE ANTENNA
ELEV. ±92.3'
NEW T-MOBILE (SBWM-HD) WALL MOUNT
(1 PER SECTOR D, 1 TOTAL)
7
A-6
NEW T-MOBILE AHFIG
(1 PER SECTOR, 4 SECTORS, 4 TOTAL)
4
A-6
NEW T-MOBILE AHLOA
(1 PER SECTOR, 4 SECTORS, 4 TOTAL)
3
A-6
NEW T-MOBILE (FFVV-65C-R3-V1) ANTENNA
(1 PER SECTOR, 4 SECTORS, 4 TOTAL)
1
A-6
NEW T-MOBILE CROSSOVER PLATE
(3 PER SECTOR, 3 SECTORS, 9 TOTAL)
11
A-6
NEW T-MOBILE (AEHC) ANTENNA
(1 PER SECTOR, 4 SECTORS, 4 TOTAL)
2
A-6
NEW T-MOBILE HCS 2.0 PENDANT
(1 PER SECTOR, 3 SECTORS, 3 TOTAL)
1
A-9
REV DESCRIPTIONDATE BYREV DESCRIPTIONDATE BY
IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY
ARE ACTING UNDER THE DIRECTION OF A LICENSED
PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT.
JURISDICTION APPROVAL STAMP
DEPARTMENT FOR LAND USE
DEPARTMENT FOR BUILDING & CONSTRUCTION
19807 NORTH CREEK PARKWAY NORTH
BOTHELL, WA 98011
R
ARCHITECTURE & ENGINEERING
2667 CAMINO DEL RIO SOUTH, STE. 205
SAN DIEGO, CA 92108NOT FOR CONSTRUCTIONPNW MARKET OFFICE
9725 3RD AVENUE NE, STE. 410
SEATTLE, WA 98115
ALDERBROOK
/PSE /CONTORA
A 06/09/2020 ANCHOR + L600 90%CD MGM
0 07/10/2020 ANCHOR + L600 100%CD VF
DETAILS
A-6312
11
7
6
5 2
4 1AHFIG
NOKIA: AIRSCALE 4T4R DUAL MID-BAND RADIO
FEATURES: 4T4R DUAL MID-BAND RADIO
LTE + 5G
DIMENSIONS: 27.6" x 13.4" x 5.6" (HxWxD)
WEIGHT: 79.4 LBS
PERSPECTIVE VIEW:FRONT VIEWSIDE VIEWPLAN VIEW 27.6"5.6"
13.4"
NOKIA: (AIRSCALE DUAL RRH 4T4R B12/71 240W AHLOA
RF MODULE TYPE: RRH, 1 UNIT PER SECTOR
DIMENSIONS, HxWxD: 22.05" x 12.13" x 7.44"
(WITHOUT BRACKETS)
WEIGHT: 83.78 lbs
(MOUNTED WEIGHT)
AHLOA
PERSPECTIVE VIEW:FRONT VIEWSIDE VIEWPLAN VIEW 22.05"7.44"
12.13"
NOKIA: MASSIVE MIMO ADAPTIVE ANTENNA (AEHC)
OUTPUT POWER: 5 W / TRX (320 W total, 2 W/MHz up to 160 MHz)
FREQUENCY RANGE: 2496 MHz - 2690 MHz 3GPP B41
DIMENSIONS: 38.2"x 5.9"x21.5" (WITH FRONT COVERS)
WEIGHT: 108.0 LBS
ANTENNA SPECIFICATIONS
3
STANDOFF AND PIPE DETAIL
4 5 6
2-3/8" O.D. PIPE
(ORDERED SEPARATELY)
3 4 2 6
3-1/2" ANTENNA PIPE
(ORDERED SEPARATELY)
6 8 G12NUT 1/2'' HDG HEAVY 2H HEX NUT 0.07 0.57
5 2 X-UB1358 1/2" X 3-5/8" X 5-1/2" X 3" U-BOLT (HDG.) 0.66 1.31
4 8 G12LW 1/2" HDG LOCKWASHER 0.01 0.11
3 8 G12FW 1/2" HDG USS FLATWASHER 0.03 0.27
2 2 X-UB1212 1/2" X 2-1/2" X 4-1/2" X 2" U-BOLT (HDG.)0.63 1.25
1 1 SCX4 CROSSOVER PLATE 8 1/2 in 6.02 6.02
ITEM QTY PART NO. PART DESCRIPTION LENGTH UNIT WT. NET WT.
PARTS LIST
9.77TOTAL WT. #
1
COMMSCOPE: FFVV-65C-R3-V1
RADOME MATERIAL: FIBERGLASS, UV RESISTANT
RADOME COLOR: LIGHT GRAY
DIMENSIONS, HxWxD: 95.9" x 25.2" x 9.3"
NET WEIGHT: 124.6 lb
(56.5 kg)
RF CONNECTOR QUANTITY: (8) 4.3 - 10 FEMALE
(4) HIGH BAND, (4) LOW BAND
RET INTERFACE 8-PIN DIN FEMALE | 8-PIN DIN MALE
ANTENNA SPECIFICATIONS 95.9"9.3"
25.2"
WALL MOUNT
4 5 6
VALMONT SITE PRO 1: SBWM-HD
NOTE:
3-1/2" TO 4-1/2" O.D. ANTENNA PIPE ORDER SEPARATELY
11 4 X-UB1458 1/2" X 4-5/8" X 7" X 3" GALV U-BOLT 0.97 3.89
11 4 X-UB1358 1/2" X 3-5/8" X 5-1/2" X 3" GALV U-BOLT 0.77 3.09
10 8 G12NUT 1/2'' HDG HEAVY 2H HEX NUT 0.07 0.57
9 G12LW 1/2" HDG LOCKWASHER 0.01 0.11
8 G12FW 1/2" HDG USS FLATWASHER 0.03 0.27
7 G58NUT 5/8'' HDG HEAVY 2H HEX NUT 0.13 1.04
6 G58LW 5/8" HDG LOCKWASHER 0.03 0.21
5 G58FW 5/8" HDG USS FLATWASHER 0.07 0.56
4 G5802 5/8" x 2" HDG HEX BOLT GR5 0.27 2.16
3 4 X-SLD-A SLIDER BRACKET ANGLE 10 in 3.28 13.12
2 X-SLD3 SLIDER BRACKET WALL ANGLE 14 1/2 in 6.10 12.20
1 2 X-SLD-BP SLIDER BRACKET BENT PLATE 8.13 16.26
ITEM QTY PART NO. PART DESCRIPTION LENGTH UNIT WT. NET WT.
PARTS LIST
53.48TOTAL WT. #
SIDE VIEWFRONT VIEW PLAN VIEWISOMETRIC VIEW
14-1/2" REF.
11-5/8" REF.
DETAIL A
A
-
7
1
2
3118910
10-1/2"30" TYP.12" REF.
3-1/2" TO 4-1/2" O.D.
ANTENNA PIPE
ORDER
SEPARATELY
13/16" Ø X 1" THRU
SLOT REF.
2
8
8
8
8
8
8
EQUIPMENT SHELTER
CONCRETE SLAB
1/2"Ø HILTI KB-TZ
W/ 2" EMBED.
2" SQUARE GALVANIZED
STEEL SHIM PLATE WHERE
REQUIRED TO LEVEL
CABINET ANCHOR DETAIL
CABINET, PER PLAN
NOTE: ANCHORAGE OCCURS AT EACH CORNER OF THE CABINET
1.
2.
3.
4.
5.
6.
1. KNOCKOUT FOR ETHERNET
FOR ALARMS
2. KNOCKOUTS FOR BATTERY
WIRES
3. 4X BATTERY SHELVES, UP
TO 200AH
4. BATTERY BRACKETS
5. BATTERY VIBRATION
MOUNTS
6. SKU# 34038 PURCELL 2"
PLINTH (OPTIONAL)
FRONT VIEWPLAN VIEW
PURCELL HPL3 LARGE BATTERY CABINET
OUTDOOR CABINET
DIMENSIONS, HxWxD: (60.4"x30"x33.8")
WEIGHT: 350lbs (CABINET ONLY)
OPERATING TEMP: -40°C TO +50°C
COOLING: DIRECT AIR COOLING (2) FANS
***REFERENCE MANUFACTURER'S SPECIFICATIONS
FOR DETAILED EQUIPMENT INFORMATION
CABINET SPECIFICATIONS
SIDE VIEW60.4"33.8"30"60.4"31.6"30"33.8"31.6"
ISOMETRIC VIEW OPEN FRONT VIEW
FRONT VIEWPLAN VIEW
PURCELL: HPL3 600A LARGE SSC
OUTDOOR CABINET
DIMENSIONS, HxWxD: (72"x30"x48")
WEIGHT: 430lbs (CABINET ONLY)
OPERATING TEMP: -40°C TO +50°C
COOLING: DIRECT AIR COOLING
***REFERENCE MANUFACTURER'S SPECIFICATIONS
FOR DETAILED EQUIPMENT INFORMATION
CABINET SPECIFICATIONS
SIDE VIEW72"48"30"72"32"30"48"ISOMETRIC VIEW
2.
3.
4.
5.6.
7.
8.
9.
10.
11.
12.
13.
14.
15.
16.
17.
1. FIBER ROUTE OPTION:
4 KNOCKOUTS FOR
COVP W/ WATER-TIGHT
LB OR GROMMET.
2. 6 KNOCKOUTS FROM
INTERNAL AIRSCALE
EQUIPMENT.
3. KNOCKOUT FOR
ETHERNET FOR ALARM
4. KNOCKOUTS FOR
BATTERY WIRES
5. FIBER KNOCKOUT
6. ALL DC POWER CABLES
ROUTED ON LEFT SIDE
7. FIBER CABLES YELLOW
8. 19" RACK ADAPTER
9. ALL FIBER CABLES
ROUTED ON RIGHT
SIDE
10. AIRSCALE BASEBAND
11. FIBER MUX/DEMUX
12. RECTIFIERS (10
POSITIONS)
13. ALPHA POWER (48
BREAKER SLOTS)
14. CSR ROUTER
15. AIRSCALE BASEBAND
16. LEGACY BASEBAND
17. SKU# 34038 PURCELL 2"
PLINTH (OPTIONAL)
1.
INTERNAL ROUTING
& FRONT VIEW
REV DESCRIPTIONDATE BYREV DESCRIPTIONDATE BY
IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY
ARE ACTING UNDER THE DIRECTION OF A LICENSED
PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT.
JURISDICTION APPROVAL STAMP
DEPARTMENT FOR LAND USE
DEPARTMENT FOR BUILDING & CONSTRUCTION
19807 NORTH CREEK PARKWAY NORTH
BOTHELL, WA 98011
R
ARCHITECTURE & ENGINEERING
2667 CAMINO DEL RIO SOUTH, STE. 205
SAN DIEGO, CA 92108NOT FOR CONSTRUCTIONPNW MARKET OFFICE
9725 3RD AVENUE NE, STE. 410
SEATTLE, WA 98115
ALDERBROOK
/PSE /CONTORA
A 06/09/2020 ANCHOR + L600 90%CD MGM
0 07/10/2020 ANCHOR + L600 100%CD VF
DETAILS
A-739
8
7
6
5 2
4 1
NOKIA: AIRSCALE SUBRACK INDOOR (AMIA)
DIMENSIONS: 5.1" x 15.7" x 17.6"
WEIGHT: 11.2 lbs. (AMIA ENCLOSURE)
INGRESS PROTECTION: IP20
OPERATING TEMPERATURE: -5°C UP TO +55°C OR 60°C (INDOOR)
INSTALLATION TEMPERATURE:
MAIN PROPERTIES: IT SUPPORTS UP TO 2 AIRSCALE COMMON PLUG-IN UNITS. IT
SUPPORTS UP TO 6 AIRSCALE CAPACITY PLUG-IN UNITS. I CAN
BE INSTALLED INSIDE A 19" WIDE RACK OR CABINET. IT
INCLUDES A SUBRACK FRAME, A BACKPLANE FOR HIGH BANDWIDTH INTERCONNECT BETWEEN
AIRSCALE COMMON AND AIRSCALE CAPACITY PLUG-IN UNITS, HAS FANS WITH CHANGEABLE
AIRFLOW DIRECTION, AND HAS BLIND-UNITS TO PREVENT COOLING AIRFLOW LEAKAGE.
AMIA
FRONT AND REAR VIEWS
NOKIA: AIRSCALE BASEBAND 5G ONLY CARDS (ABIL)
FEATURES: INITIAL AIRSCALE BASEBAND 5G ONLY
CARDS
ABIL
PERSPECTIVE VIEW
NOKIA: AIRSCALE BASEBAND 5G ONLY CARDS (ASIK)
FEATURES: INITIAL AIRSCALE BASEBAND 5G ONLY
CARDS
ASIK
PERSPECTIVE VIEW
NOKIA: AIRSCALE CAPACITY UNIT (ABIA)
DIMENSIONS: 14.2"X8.6"X1.1"
WEIGHT: 4.41 lbs.
PRODUCT CODE: 473096A
FUNCTIONS: INDOOR CAPACITY EXTENSION PLUG IN
UNIT. HAS 6 OPTICAL RF INTERFACES
UP TO 6 Gbps OBSAI OR 9.8 Gbps CPRI.
IQ-COMPRESSION IS SUPPORTED WITH
3 CPRI LINKS
ABIA
PERSPECTIVE VIEW
NOKIA: AIRSCALE CAPACITY BASEBAND MODULE (ASIB)
DIMENSIONS: 1.8"x8.6"x14.8"
WEIGHT: 6.61 lbs.
PRODUCT CODE: LTE3178
FUNCTIONS: INDOOR COMMON PLUG IN UNIT.
INCLUDES TRANSPORT AND
CENTRALIZED CONTROL FUNCTIONS
FOR SUPPORTED RADIO ACCESS
TECHNOLOGIES.
ASIB
PERSPECTIVE VIEW
NOKIA: AIRSCALE CAPACITY BASEBAND MODULE (ABIC)
DIMENSIONS: 0.98"x8.62"x14.33"
WEIGHT: 5.84 lbs.
PRODUCT CODE:474723A
FUNCTIONS: ENHANCED INDOOR CAPACITY
EXTENSION PLUG IN UNIT.
ABIC
PERSPECTIVE VIEW
10
NOKIA: 7250 IXR-e
INTERCONNECT ROUTER
7250 IXR-e 24SFP+8SFP28 2QSFP28 FRONT VIEW
7250 IXR-e 14SFP+4T FRONT VIEW
PARAMETER DESCRIPTION
DIMENSIONS (HXWXD): 1.75"X17.25"X10.0"
CHASIS WEIGHT (UNPOPULATED): 7250 IXR-E 24SFP+ 8SFP28 2QSFP28: 8.5 LBS
7250 IXR-E 14SFP+ 4T: 8.0 LBS
PSU SLOT: 2
MOUNTING: MOUNT IN A RECOMMENDED 19-INCH EQUIPMENT RACK. THE
CHASSIS HAS FACTORY-INSTALLED MOUNTING FLANGES FOR
FLUSH-MOUNTING, FACING FORWARDS, IN A 19-INCH RACK.
VOLTAGE BOOSTER
RAYCAP: POWERPLUS 100-3-1U
DIMENSIONS: 17.6" x 13.5" x 1.7"
WEIGHT: 2.1 LBS
CAC MODEL
EMERSON: CAC MODEL
MANUFACTURER: EMERSON
MODEL: CAC MODEL
DIMENSIONS: 39"H x 20"W x 10"D
WEIGHT: 70 LBS (AC CABINET)
20 LBS (TELCO CABINET)
MOUNTING: WALL OR PAD MOUNT
ENCLOSURE TYPE: (AC CABINET): ONE AC POWER TVSS CABINET (NEMA 3R TYPE ENCLOSURE,
(TELCO CABINET): SINGLE CABINET (NEMA 3R TYPE ENCLOSURE)
WEATHER PROTECTION: RAIN/DRIP HOOD, RAIN TESTED PER UL 891 (AC CABINET)
UL 50 (TELCO CABINET)
OPERATING VOLTAGE: 120/240 VAC, SINGLE PHASE, 3 WIRE AND GROUND
SERVICE: 100 AMP OR 200 AMP UTILITY/STANDBY
DISCONNECT: SLIDE BAR MECHANICAL INTERLOCK
AIC RATING: 10kAIC, 22kAIC, 65kAIC
LOAD CENTER: 200 AMP, 24 POSITION
1-30 AMP DOUBLE POLE (AC TVSS)
1-15 AMP SINGLE POLE (GFI RECEPTACLES)
BONDING JUMPER: OPTIONAL N-G JUMPER
STANDBY POWER RECEPTACLES: APPLETON AR20044RS STANDARD (100A OR 200A), 10kAIC
TVSS WITH INDICATOR LIGHTS: METAL OXIDE VARISTORS (MOV) (160kA/PHASE) REMOTE ALARM CONTACTS
GROUNDING: TELCO GROUND BAR (TELCO CABINET)
SECURITY (PADLOCKABLE): 3-POINT DOOR CLOSURE WITH 1/4 TURN HANDLE, SS HINGE (AC CABINET)
1/4 TURN HANDLE, SS HINGE (TELCO CABINET)
SAFETY COMPLIANCE: UL 891, DEAD FRONT SWITCHBOARDS (AC CABINET)
UL 50, CABINETS AND CUTOUT BOXES
FRONT ELEVATION
PLAN VIEW
20"10"39"BACKHAUL CABINET
CHARLES UNIVERSAL BROADBAND ENCLOSURES (CUBE) RL1000 SERIES BACKHAUL CABINETS
MANUFACTURER: CHARLES
MODEL: CUBE RL1003
DIMENSIONS: 22"H x 22"W x 20"D
WEIGHT: 90 LBS (EMPTY)
RU: 14
MOUNTING RAILS: 19" FIXED RAIL
LOAD CENTER: NONE
32.3"20.1"26.3"19.5"23.0"32.3"5X Ø1.75/Ø2.50 41.8"19.6"22.8'
27.6"
LEFT ELEVATION FRONT ELEVATION RIGHT ELEVATION WITH DOOR OPEN BOTTOM VIEW PLAN VIEW WITH DOOR OPEN
REV DESCRIPTIONDATE BYREV DESCRIPTIONDATE BY
IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY
ARE ACTING UNDER THE DIRECTION OF A LICENSED
PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT.
JURISDICTION APPROVAL STAMP
DEPARTMENT FOR LAND USE
DEPARTMENT FOR BUILDING & CONSTRUCTION
19807 NORTH CREEK PARKWAY NORTH
BOTHELL, WA 98011
R
ARCHITECTURE & ENGINEERING
2667 CAMINO DEL RIO SOUTH, STE. 205
SAN DIEGO, CA 92108NOT FOR CONSTRUCTIONPNW MARKET OFFICE
9725 3RD AVENUE NE, STE. 410
SEATTLE, WA 98115
ALDERBROOK
/PSE /CONTORA
A 06/09/2020 ANCHOR + L600 90%CD MGM
0 07/10/2020 ANCHOR + L600 100%CD VF
A-8
ANTENNA
MOUNTING
SPECIFICATIONS
1ANTENNA MOUNTING SPECIFICATIONS
LANDLORD SIGNATURE
REV DESCRIPTIONDATE BYREV DESCRIPTIONDATE BY
IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY
ARE ACTING UNDER THE DIRECTION OF A LICENSED
PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT.
JURISDICTION APPROVAL STAMP
DEPARTMENT FOR LAND USE
DEPARTMENT FOR BUILDING & CONSTRUCTION
19807 NORTH CREEK PARKWAY NORTH
BOTHELL, WA 98011
R
ARCHITECTURE & ENGINEERING
2667 CAMINO DEL RIO SOUTH, STE. 205
SAN DIEGO, CA 92108NOT FOR CONSTRUCTIONPNW MARKET OFFICE
9725 3RD AVENUE NE, STE. 410
SEATTLE, WA 98115
ALDERBROOK
/PSE /CONTORA
A 06/09/2020 ANCHOR + L600 90%CD MGM
0 07/10/2020 ANCHOR + L600 100%CD VF
A-91
HELIAX FIBER FEED
PENDANT CONNECT
HELIAX FIBER FEED PENDANT CONNECT
REV DESCRIPTIONDATE BYREV DESCRIPTIONDATE BY
IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY
ARE ACTING UNDER THE DIRECTION OF A LICENSED
PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT.
JURISDICTION APPROVAL STAMP
DEPARTMENT FOR LAND USE
DEPARTMENT FOR BUILDING & CONSTRUCTION
19807 NORTH CREEK PARKWAY NORTH
BOTHELL, WA 98011
R
ARCHITECTURE & ENGINEERING
2667 CAMINO DEL RIO SOUTH, STE. 205
SAN DIEGO, CA 92108NOT FOR CONSTRUCTIONPNW MARKET OFFICE
9725 3RD AVENUE NE, STE. 410
SEATTLE, WA 98115
ALDERBROOK
/PSE /CONTORA
A 06/09/2020 ANCHOR + L600 90%CD MGM
0 07/10/2020 ANCHOR + L600 100%CD VF
ELECTRICAL
NOTES
E-1ELECTRICAL GENERAL NOTES 4
3
1
GENERAL ABBREVIATIONS
GENERAL LEGEND
LIGHTING FIXTURE, 1/175W. METAL HALIDE, HUBBELL CAT #MIC-0175H-336
5/8" X 10'-0" ,CU. GND ROD 30" MIN. BELOW GRADE.OVERHEAD TELEPHONE LINE
OVERHEAD TELEPHONE/OVERHEAD POWER
CADWELD CONNECTION
CHEMICAL GROUND ROD (XIT GROUND ROD)
5/8" X 10'-0" ,CU. GND ROD IN TEST WELL 30" MIN. BELOW GRADE.OVERHEAD POWER LINE
POWER RUN
TELCO RUN
POWER/TELCO RUN
LIGHTING FIXTURE, HIGH PRESSURE SODIUM, 1/70W, WALL
MOUNTING TYPE, HUBBELL LIGHTING CATALOG #NRG-307
OR 1/50W, HUBBELL LIGHTING CATALOG #NRG-121
LIGHTING FIXTURE, INCANDESCENT, 1/100W, WALL
MOUNTING TYPE, HUBBELL LIGHTING CATALOG
#BRH-100-06-1
LIGHTING FIXTURE, HALOGEN, QUARTZ, 1/300W, HUBBELL
LIGHTING CATALOG #QL-505
EMERGENCY LIGHTING, 2/50W, HUBBELL LIGHTING CATALOG
#HE6-50-2-R91
EXIT SIGN, THERMOPLASTIC LED, SINGLE FACE, UNIVERSAL MOUNTING,
W/BATTERY PACK, HUBBELL LIGHTING CATALOG #PRB
COMBINATION, EXIT SIGN & EMERGENCY LIGHTING,
HUBBELL LIGHTING CATALOG #PRC
MANUAL TRANSFER SWITCH, 2P-240V-200A, NO FUSE,
NEMA 3R ENCLOSURE
LIGHTING FIXTURE, FLUORESCENT, 10.94" x 4'-0", 2/40W,
SURFACE MOUNTING TYPE, HUBBELL LIGHTING CATALOG
#WSW232T
LIGHTING FIXTURE, FLUORESCENT, 10.94" x 8'-0", 2/95W,
SURFACE MOUNTING TYPE, HUBBELL LIGHTING CATALOG
#TWSM232T
FUSE, SIZE AND TYPE AS INDICATED.
SAFETY SWITCH, 2P-240V-60A W/60A FUSES, NEMA 3R
ENCLOSURE, SQ D CATALOG NO. H222NRB
SAFETY
SECONDARY
SURFACE
SWITCH
SOFT DRAWN BARE COPPER
SOLID NEUTRAL
TYPICAL
WITH
VOLT
VOLT ALTERNATING CURRENT
WATT OR WIRE
UNDERWRITER'S LABORATORY INC.
UNDERGROUND
TELEPHONE
TRANSFER
WITHOUT
CROSS-LINK POLYETHYLENE
TRANSFORMER
MANUFACTURER
MOUNTED
MOUNTING
NEUTRAL
MINIMUM
MAIN LUGS ONLY
W
V
OVERHEAD
PHASE
PANELBOARD
POLE
PERSONAL COMMUNICATION
SYSTEM
NATIONAL ELECTRICAL
MANUFACTURERS ASSOC.
NEW
MFR
MLO
MTG
N
MTD
MIN
NEMA
OH
PCS
PH
P
(N)
PNLBD
RECEPTACLE
POWER
PRIMARY
RIGID GALVANIZED STEEL
POWER PROTECTION CABINET
PRIMARY RADIO CABINET
PPC
PRC
RCPT
PWR
PRI
RGS
W/O
XFER
XLPE
XFMR
TEL
VAC
W/
TYP
U.L.
U/G
SDBC
SURF
SEC
SW
S.N.
SAF ELEC
ENCL
FAC
F/A
EXIST
EMT
FT
G
GEN
FU
GPS
GR
GND
GFCI
FLUOR
A
AIC
ACCA
AT
BD
BR
AWG
C
CAB
BTS
BTCW
BRKR
APPROX
AMPERE
BRANCH
BARE TINNED COPPER WIRE
APPROXIMATELY
AMERICAN WIRE GAGE
AMPERE TRIP
AMPERE INTERRUPTING
CAPACITY
BREAKER
ANTENNA CABLE COVER
ASSEMBLY
CONDUIT
CABINET
BASE TRANSMISSION SYSTEM
BOARD
HDBC
HPS
LPS
MAX
LG
MECH
CB
CKT
DEM
(E)
CONT
CIRCUIT
DEMAND
EXISTING
CIRCUIT BREAKER
CONTINUOUS
HARD DRAWN COPPER WIRE
LOW PRESSURE SODIUM
MECHANICAL
MAXIMUM
HIGH PRESSURE SODIUM
LENGTH
FLUORESCENT
FUSE
GENERATOR
GROUND FAULT CIRCUIT
INTERRUPTER
GROUND
FOOT/FEET
GLOBAL POSITIONING SYSTEM
GROWTH
GROUNDING
ELECTRICAL METALLIC TUBING
ELECTRICAL
ENCLOSURE
FIRE ALARM
FACTOR
EXISTING
UNLESS NOTED OTHERWISEU.N.O.
EGR EMERGENCY GEN. RECEPTACLE
MANUAL TRANSFER SWITCHMTS
GROUNDING CONDUCTOR
GROUNDING CONDUCTOR
CONDUIT UNDERGROUND
BATT BATTERY
CIRCUIT BREAKER
MECHANICAL CONNECTION
HALO GROUND CONNECTION
STEPDOWN TRANSFORMER
UTILITY METER BASE
TRANSFORMER
RECEPTACLE, 2P-3W-125V-15A, DUPLEX, GROUND TYPE,
HUBBEL CATALOG #5362
TOGGLE SWITCH, 1P-120V-15A, "WP"
TOGGLE SWITCH, 1P-125V-15A, HUBBELL CATALOG #HBL
1201CN
POLE
(N) POLE MOUNTED XFMER
(E) POLE MOUNTED XFMR
(E) PAD MOUNTED XFMER
(N) PAD MOUNTED XFMER
IONIZATION SMOKE DETECTOR W/ALARM HORN & AUXILIARY CONTACT,
120 VAC, GENTEX PART NO. 7100F
1. GENERAL REQUIREMENTS
A. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE
LATEST RULES AND REGULATIONS OF THE NATIONAL ELECTRIC CODE
AND ALL STATE AND LOCAL CODES. NOTHING IN THESE PLANS OR
SPECIFICATIONS SHALL BE CONSTRUED AS TO PERMIT WORK NOT
CONFORMING TO THE MOST STRINGENT OF THESE CODES. SHOULD
CHANGES BE NECESSARY IN THE DRAWINGS OR SPECIFICATIONS TO
MAKE THE WORK COMPLY WITH THESE REQUIREMENTS, THE
CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ARCHITECT IN
WRITING AND CEASE WORK ON PARTS OF THE CONTRACT WHICH ARE
AFFECTED.
B. THE CONTRACTOR SHALL MAKE A SITE VISIT PRIOR TO BIDDING AND
CONSTRUCTION TO VERIFY ALL EXISTING CONDITIONS AND SHALL
NOTIFY THE ARCHITECT IMMEDIATELY UPON DISCOVERY OF ANY
DISCREPANCIES THE CONTRACTOR ASSUMES ALL LIABILITY FOR
FAILURE TO COMPLY WITH THIS PROVISION.
C. THE EXTENT OF THE WORK IS INDICATED BY THE DRAWINGS,
SCHEDULES, AND SPECIFICATIONS AND IS SUBJECT TO THE TERMS
AND CONDITIONS OF THE CONTRACT. THE WORK SHALL CONSIST OF
FURNISHING ALL LABOR, EQUIPMENT, MATERIALS AND SUPPLIES
NECESSARY FOR A COMPLETE AND OPERATIONAL ELECTRICAL
SYSTEM. THE WORK SHALL ALSO INCLUDE THE COMPLETION OF ALL
ELECTRICAL WORK NOT MENTIONED OR SHOWN WHICH ARE
NECESSARY FOR SUCCESSFUL OPERATION OF ALL SYSTEMS.
D. THE CONTRACTOR SHALL PREPARE A BID FOR A COMPLETE AND
OPERATIONAL SYSTEM, WHICH INCLUDES THE COST FOR MATERIAL
AND LABOR.
E. WORKMANSHIP AND NEAT APPEARANCE SHALL BE AS IMPORTANT AS
THE OPERATION. DEFECTIVE OR DAMAGED MATERIALS SHALL BE
REPLACED OR REPAIRED PRIOR TO FINAL ACCEPTANCE IN A MANNER
ACCEPTABLE TO OWNER AND ARCHITECT/ENGINEER.
F. COMPLETE THE ENTIRE INSTALLATION AS SOON AS THE PROGRESS
OF THE WORK WILL PERMIT. ARRANGE ANY OUTAGE OF SERVICE
WITH THE OWNER AND BUILDING MANAGER IN ADVANCE. MINIMIZE
DOWNTIME ON THE BUILDING ELECTRICAL SYSTEM.
G. THE ENTIRE ELECTRICAL SYSTEM INSTALLED UNDER THIS CONTRACT
SHALL BE DELIVERED IN PROPER WORKING ORDER. REPLACE,
WITHOUT ADDITIONAL COST TO THE OWNER, ANY DEFECTIVE
MATERIAL AND EQUIPMENT WITHIN ONE YEAR FROM THE DATE OF
FINAL ACCEPTANCE.
H. ANY ERROR, OMISSION OR DESIGN DISCREPANCY ON THE DRAWINGS
SHALL BE BROUGHT TO THE ATTENTION OF THE
ARCHITECT/ENGINEER FOR CLARIFICATION OR CORRECTION BEFORE
CONSTRUCTION.
I. "PROVIDE": INDICATES THAT ALL ITEMS ARE TO BE FURNISHED,
INSTALLED AND CONNECTED IN PLACE.
J. CONTRACTOR SHALL SECURE ALL NECESSARY BUILDING PERMITS
AND PAY ALL REQUIRED FEES.
2. EQUIPMENT LOCATION
A. THE DRAWINGS INDICATE DIAGRAMMATICALLY THE DESIRED
LOCATIONS OR ARRANGEMENTS OF CONDUIT RUNS, OUTLETS,
EQUIPMENT, ETC., AND ARE TO BE FOLLOWED AS CLOSELY AS
POSSIBLE. PROPER JUDGMENT MUST BE EXERCISED IN EXECUTING
THE WORK SO AS TO SECURE THE BEST POSSIBLE INSTALLATION IN
THE AVAILABLE SPACE AND TO OVERCOME LOCAL DIFFICULTIES DUE
TO SPACE LIMITATIONS OR INTERFERENCE OF STRUCTURE
CONDITIONS ENCOUNTERED.
B. IN THE EVENT CHANGES IN THE INDICATED LOCATIONS OR
ARRANGEMENTS ARE NECESSARY, DUE TO FIELD CONDITIONS IN THE
BUILDING CONSTRUCTION OR REARRANGEMENT OF FURNISHINGS OR
EQUIPMENT, SUCH CHANGES SHALL BE MADE WITHOUT COST,
PROVIDING THE CHANGE IS ORDERED BEFORE THE CONDUIT RUNS,
ETC., AND WORK DIRECTLY CONNECTED TO THE SAME IS INSTALLED
AND NO EXTRA MATERIALS ARE REQUIRED.
C. LIGHTING FIXTURES ARE SHOWN IN THEIR APPROXIMATE LOCATIONS
ONLY. COORDINATE THE FIXTURE LOCATION WITH MECHANICAL
EQUIPMENT TO AVOID INTERFERENCE. COORDINATE THE WORK OF
THIS SECTION WITH THAT OF ALL OTHER TRADES. WHERE CONFLICTS
OCCUR, CONSULT WITH THE RESPECTIVE CONTRACTOR AND COME
TO AGREEMENT AS TO CHANGES NECESSARY. OBTAIN WRITTEN
ACCEPTANCE FROM ARCHITECT/ENGINEER FOR THE NEW CHANGES
BEFORE PROCEEDING.
3. SHOP DRAWINGS
A. N/A UNLESS NOTED OTHERWISE.
4. SUBSTITUTIONS
A. NO SUBSTITUTIONS ARE ALLOWED.
5. TESTS
A. BEFORE FINAL ACCEPTANCE OF WORK, THE CONTRACTOR
SHALL INSURE THAT ALL EQUIPMENT, SYSTEMS, FIXTURES, ETC.,
ARE WORKING SATISFACTORILY AND TO THE INTENT OF THE
DRAWINGS.
6. PERMITS
A. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TAKING OUT AND
PAYING FOR ALL THE REQUIRED PERMITS, INSPECTION AND
EXAMINATION WITHOUT ADDITIONAL EXPENSE TO THE OWNER.
7. GROUNDING
A. THE CONTRACTOR SHALL PROVIDE A COMPLETE, AND APPROVED
GROUNDING SYSTEM INCLUDING ELECTRODES. ELECTRODE
CONDUCTOR, BONDING CONDUCTORS, AND EQUIPMENT
CONDUCTORS AS REQUIRED BY ARTICLE 250 OF NATIONAL
ELECTRICAL CODE.
B. CONDUITS CONNECTED TO EQUIPMENT AND DEVICES SHALL BE
METALLICALLY JOINED TOGETHER TO PROVIDE AN EFFECTIVE
ELECTRICAL CONTINUITY.
C. FEEDERS AND BRANCH CIRCUIT WIRING INSTALLED IN A
NONMETALLIC CONDUIT SHALL INCLUDE A CODE SIZED GROUNDING
CONDUCTOR HAVING GREEN INSULATION. THE GROUND
CONDUCTOR SHALL BE PROPERLY CONNECTED AT BOTH ENDS TO
MAINTAIN ELECTRICAL CONTINUITY.
D. REFER TO GROUND BUS DETAILS. PROVIDE NEW SYSTEM,
COMPLETE WITH CONDUCTORS, GROUND ROD(S) AND DESCRIBED
TERMINATIONS.
E. ALL GROUNDING CONDUCTORS SHALL BE SOLID LINED COPPER AND
ANNEALED #2 UNLESS NOTED OTHERWISE.
F. ALL NON-DIRECT BURIED TELEPHONE EQUIPMENT CONDUCTORS
SHALL BE #2 STRANDED, GROUND THHN (GREEN) INSULATION.
G. ALL GROUND CONNECTIONS SHALL BE MADE WITH "HYGROUND"
COMPRESSION SYSTEM BURNDY CONNECTORS EXCEPT WHERE
NOTED OTHERWISE.
H. PAINT AT ALL GROUND CONNECTIONS SHALL BE REMOVED.
I. GROUNDING SYSTEM RESISTANCE SHALL NOT EXCEED 5 OHMS. IF
THE RESISTANCE VALUE IS EXCEEDED, NOTIFY THE OWNER FOR
FUTURE INSTRUCTION ON METHODS FOR REDUCING THE
RESISTANCE VALUE. SUBMIT TEST REPORTS AND FURNISH TO
SMART SMR ONE COMPLETE SET OF PRINTS SHOWING "INSTALLED
WORK".
8. UTILITY SERVICE
A. TELEPHONE AND ELECTRICAL METERING FACILITIES SHALL
CONFORM TO THE REQUIREMENTS OF THE SERVING UTILITY
COMPANIES. CONTRACTOR SHALL VERIFY SERVICE LOCATIONS AND
REQUIREMENTS. SERVICE INFORMATION WILL BE FURNISHED BY
THE SERVING UTILITIES.
B. CONFORM TO ALL REQUIREMENTS OF THE SERVING UTILITY
COMPANIES.
9. PRODUCTS
A. ALL MATERIALS SHALL BE NEW, CONFORMING WITH THE NEC, ANSI,
NEMA, AND THEY SHALL BE U.L. LISTED AND LABELED.
B. CONDUIT:
1. RIGID CONDUIT SHALL BE U.L. LABEL GALVANIZED ZINC
COATED WITH ZINC INTERIOR AND SHALL BE USED WHEN
INSTALLED IN OR UNDER CONCRETE SLABS, IN CONTACT WITH THE
EARTH, UNDER PUBLIC ROADWAYS, IN MASONRY WALLS OR
EXPOSED ON BUILDING EXTERIOR, RIGID CONDUIT IN CONTACT
WITH EARTH SHALL BE 1/2 LAPPED WRAPPED WITH HUNTS WRAP
ROCESS NO. 3.
2. ELECTRICAL METALLIC TUBING SHALL HAVE U.L. LABEL, FITTINGS
SHALL BE COMPRESSION TYPE. EMT SHALL BE USED ONLY FOR
INTERIOR RUNS.
3. FLEXIBLE METALLIC CONDUIT SHALL HAVE U.L. LISTED LABEL AND
MAY BE USED WHERE PERMITTED BY CODE. FITTINGS SHALL BE
"JAKE" OR "SQUEEZE" TYPE. SEAL TIGHT FLEXIBLE CONDUIT.
ALL CONDUIT IN EXCESS OF SIX FEET IN LENGTH SHALL HAVE FULL
SIZE GROUND WIRE.
4. CONDUIT RUNS MAY BE SURFACE MOUNTED IN CEILING OR WALLS
UNLESS INDICATED OTHERWISE. CONDUIT INDICATED SHALL RUN
PARALLEL OR AT RIGHT ANGLES TO CEILING, FLOOR OR BEAMS.
VERIFY EXACT ROUTING OF ALL EXPOSED CONDUIT WITH
ARCHITECT PRIOR TO INSTALLING.
5. ALL UNDERGROUND CONDUITS SHALL BE PVC SCHEDULE 40
(UNLESS NOTED OTHERWISE) AT A MINIMUM DEPTH OF 24" BELOW
GRADE.
6. ALL CONDUIT ONLY (C.O.) SHALL HAVE PULL ROPE.
7. CONDUITS RUN ON ROOFS SHALL BE INSTALLED ON 4 X 4
SLEEPERS, 6'-0" ON CENTER, SET IN NON-HARDENING MASTIC.
C. ALL WIRE AND CABLE SHALL BE COPPER, 600 VOLT, #12 AWG
MINIMUM UNLESS SPECIFICALLY NOTED OTHERWISE ON THE
DRAWINGS. CONDUCTORS #10 AWG AND SMALLER SHALL BE SOLID.
CONDUCTORS #8 AWG AND LARGER SHALL BE STRANDED. TYPE
THHN INSULATION USED UNLESS CONDUCTORS INSTALLED IN
CONDUIT EXPOSED TO WEATHER, IN WHICH CASE TYPE THWN
INSULATION SHALL BE USED.
D. PROVIDE GALVANIZED COATED STEEL BOXES AND ACCESSORIES
SIZED PER CODE TO ACCOMMODATE ALL DEVICES AND WIRING.
E. DUPLEX RECEPTACLES SHALL BE SPECIFICATION GRADE WITH
WHITE FINISH (UNLESS NOTED BY ARCHITECT/ENGINEER), 20 AMP,
125 VOLT, THREE WIRE GROUNDING TYPE, NEMA 5-20R. MOUNT
RECEPTACLE AT +12" ABOVE FINISHED FLOOR UNLESS OTHERWISE
INDICATED ON DRAWINGS OR IN DETAILS. WEATHERPROOF
RECEPTACLES SHALL BE GROUND FAULT INTERRUPTER TYPE
WITH SIERRA #WPD-8 LIFT COVERPLATES.
F. TOGGLE SWITCHES SHALL BE 20 AMP, 120 VOLT AC, SPECIFICATION
GRADE WHITE (UNLESS NOTED OTHERWISE) FINISH. MOUNT
SWITCHES AT +48" ABOVE FINISHED FLOOR.
G. PANELBOARDS SHALL BE DEAD FRONT SAFETY TYPE WITH
ANTI-BURN SOLDERLESS COMPRESSION APPROVED FOR
COPPER CONDUCTORS, COPPER BUS BARS, FULL SIZED
NEUTRAL BUS, GROUND BUS AND EQUIPPED WITH QUICK-
MAKE QUICK-BREAK BOLT-IN TYPE THERMAL MAGNETIC
CIRCUIT BREAKERS. MOUNT TOP OF THE PANELBOARDS AT 6'-3"
ABOVE FINISHED FLOOR. PROVIDE TYPEWRITTEN CIRCUIT
DIRECTORY.
H. ALL CIRCUIT BREAKERS, MAGNETIC STARTERS AND OTHER
ELECTRICAL EQUIPMENT SHALL HAVE AN INTERRUPTING
RATING NOT LESS THAN MAXIMUM SHORT CIRCUIT CURRENT
TO WHICH THEY MAY BE SUBJECTED.
I. GROUND RODS SHALL BE COPPER CLAD STEEL, 5/8" ROUND AND 10'
LONG. COPPERWELD OR APPROVED EQUAL.
10. INSTALLATION
A. PROVIDE SUPPORTING DEVICES FOR ALL ELECTRICAL
EQUIPMENT, FIXTURES, BOXES, PANEL, ETC., SUPPORT LUMINARIES
FROM UNDERSIDE OF STRUCTURAL CEILING, EQUIPMENT SHALL BE
BRACED TO WITHSTAND HORIZONTAL FORCES IN ACCORDANCE
WITH STATE AND LOCAL CODE REQUIREMENTS. PROVIDE PRIOR
ALIGNMENT AND LEVELING OF ALL DEVICES AND FIXTURES.
B. CUTTING, PATCHING, CHASES, OPENINGS: PROVIDE LAYOUT IN
ADVANCE TO ELIMINATE UNNECESSARY CUTTING OR DRILLING OF
WALLS, FLOORS CEILINGS, AND ROOFS. ANY DAMAGE TO BUILDING
STRUCTURE OR EQUIPMENT SHALL BE REPAIRED BY THE
CONTRACTOR. OBTAIN PERMISSION FROM THE
ARCHITECT/ENGINEER BEFORE CORING.
C. IN DRILLING HOLES INTO CONCRETE WHETHER FOR FASTENING OR
ANCHORING PURPOSES, OR PENETRATIONS THROUGH THE FLOOR
FOR CONDUIT RUNS, PIPE RUNS, ETC., IT MUST BE CLEARLY
UNDERSTOOD THAT TENDONS AND/OR REINFORCING STEEL WILL
NOT BE DRILLED INTO, CUT OR DAMAGED UNDER ANY
CIRCUMSTANCES.
D. LOCATION OF TENDONS AND/OR REINFORCING STEEL ARE NOT
DEFINITELY KNOWN AND THEREFORE, MUST BE SEARCHED FOR BY
APPROPRIATE METHODS AND EQUIPMENT VIA X-RAY OR OTHER
DEVICES THAT CAN ACCURATELY LOCATE THE REINFORCING
AND/OR STEEL TENDONS.
E. PENETRATIONS IN FIRE RATED WALLS SHALL BE FIRE
STOPPED IN ACCORDANCE WITH THE REQUIREMENTS OF THE U.B.C.
11. PROJECT CLOSEOUT
A. UPON COMPLETION OF WORK, CONDUCT CONTINUITY, SHORT
CIRCUIT, AND FALL POTENTIAL GROUNDING TESTS FOR APPROVAL.
SUBMIT TEST REPORTS TO PROJECT MANAGER. CLEAN PREMISES
OF ALL DEBRIS RESULTING FROM WORK AND LEAVE WORK IN A
COMPLETE AND UNDAMAGED CONDITION.
B. PROVIDE PROJECT MANAGER WITH ONE SET OF COMPLETE
ELECTRICAL "AS INSTALLED" DRAWINGS AT THE COMPLETION OF
THE JOB, SHOWING ACTUAL DIMENSIONS, ROUTINGS AND CIRCUITS.
C. ALL BROCHURES, OPERATING MANUALS, CATALOG, SHOP
DRAWINGS, ETC., SHALL BE TURNED OVER TO OWNER AT JOB
COMPLETION.
2ELECTRICAL NOTES
1. EQUIPMENT POWER SHALL BE 200A, 1Ø, 3W, 120/208V OR
120/240V.
2. UTILITY RECEPTACLE IS A GFCI DUPLEX OUTLET INSTALLED IN
THE DEADFRONT OF PPC.
3. PROVIDED A MIN. 36" WORK CLEARANCE IN FRONT OF PANELS /
SERVICE EQUIPMENT.
4. ALL BREAKERS IN THE ELEC. PANEL ARE RATED 10,000 RMS
SYMMETRICAL AMPS, 240V MAX. 75°C.
5. ALL WIRING SHALL BE COPPER 75°C U.N.O.
6. CONDUIT REQUIREMENTS (TYP., U.N.O.)
UNDERGROUND: PVC (SCHED 40 OR 80)
INDOOR: EMT (RGS IN TRAFFIC AREAS)
OUTDOOR: RGS (ABOVE GRADE)
7. APPLETON EMERGENCY GENERATOR PLUG AT 36" A.F.F.
CONTRACTOR TO VERIFY EXACT LOCATION WITH LANDLORD AND
UTILITY COORDINATOR.
8. PLACE "TRUE TAPE" AND PULL ROPE IN THE CONDUITS AS REQUIRED.
LANDLORD SIGNATURE
REV DESCRIPTIONDATE BYREV DESCRIPTIONDATE BY
IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY
ARE ACTING UNDER THE DIRECTION OF A LICENSED
PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT.
JURISDICTION APPROVAL STAMP
DEPARTMENT FOR LAND USE
DEPARTMENT FOR BUILDING & CONSTRUCTION
19807 NORTH CREEK PARKWAY NORTH
BOTHELL, WA 98011
R
ARCHITECTURE & ENGINEERING
2667 CAMINO DEL RIO SOUTH, STE. 205
SAN DIEGO, CA 92108NOT FOR CONSTRUCTIONPNW MARKET OFFICE
9725 3RD AVENUE NE, STE. 410
SEATTLE, WA 98115
ALDERBROOK
/PSE /CONTORA
A 06/09/2020 ANCHOR + L600 90%CD MGM
0 07/10/2020 ANCHOR + L600 100%CD VF
E-2
ELECTRICAL PLAN,
PANEL SCHEDULE,
& DIAGRAMS
2
PANEL SCHEDULE
5
2
E-2
AC POWER WIRING DIAGRAM
NOTES :
1. ALL EQUIPMENT (FUSES, CIRCUIT BREAKERS, BUSSING,
ETC.) SHALL HAVE A SHORT CIRCUIT RATING EQUAL TO,
OR GREATER THAN, THE AVAILABLE SHORT CIRCUIT
CURRENT AT THE LOCATION.
2. ALL ELECTRICAL EQUIPMENT SHALL BE U.L. LISTED.
3. ALL ELECTRICAL EQUIPMENT EXPOSED TO THE
WEATHER SHALL BE LISTED FOR EXTERIOR USE.
4. SQUARE "0" NOOD PANELBOARD
5. CU-2 SHALL OPERATE ONLY IF CU-1 IS DISCONNECTED
FROM POWER BY AUTOMATIC CONTROLS.
6. MULTIPLE CIRCUITS NEED COMMON "OFF" HANDLE CUPS.
EQUIPMENT ELECTRICAL PLAN
1
LANDLORD SIGNATURE
VOLTS : 120 / 240V
PHASE : 1 Ø
WIRE : 3 PANEL SCHEDULE
3ONE LINE DIAGRAM
ALARM WIRING DIAGRAM 4
AL1 DOOR ALM
RTN
AL2 DAC ALM
RTN
AL3 HTR ALM
RTN
AL4 DC ALM
RTN
AL5 DC MAL
RTN
AL6 AC PWR HULOW
RTN
AL7 BAT CAB DOOR
RTN
AL8 BAT CAB DAC
RTN
AL9 BAT CAB CBALM
RTN
AL10
RTN
AL11
RTN
AL12
RTN
DC ALM
DC MIN
DC MAJ
AC MAINS HI
/LOW
ALARM
AL3
ALARM CABLE PIN
AL3 RTN
AL4
AL4 RTN
AL5
AL5 RTN
BLUE
BLU/WHT
ORANGE
ORG/WHT
GREEN
GRN/WHT
K10-NC
K10-C
K11-NC
K11-C
K9-NC
K9-C
73
74
76
77
70
71
GRN/WHT
GRN
ORG/WHT
ORG
BLU/WHT
BLU
BLK
RED
BLK
RED
BLK
RED
70 71 73 74 76 77
GRN BLU ORG
DC ALARM WIRING
CODEX ALARM MODULE INSIDE
FRONT DISTRIBUTION COVER
HEATER
DOOR OPEN
DETECT
SWITCH
BLK
RED
C
NC
NC
1
2
C
NC
NC
DOOR ALARM
SWITCH
BLK
RED
HEAT
J8 J9 J7 J6 J3 J2J4
COOLSW1
J8 J9 J7 J6 J3 J2J4
J1
DOOR ALARM
DAC ALARM 1
HEATER ALARM 1
DC POWER ALARM 1
ALARM
CABLE 1
SW1
K 11K 10K 9
BLACK RED
L2L1
FIELD WIRING
24OVAC
SINGLE PHASE
60Hz 200A MAX
TO CAB
MGB
DCPP REAR VIEW
AC POWER
CONNECTIONS
SHELF 2
SHELF 1 BLK
RED
L1
L2 MDL 1&2
TO HEATER RELAY
BLK
RED
L1
L2 MDL 1&2
BLK
RED
3
GREEN
WIRES
240VAC DINRAIL
ASSEMBLY
3 BLK10A 10A 10A
ON ON ON ON
BLK
RED
L1
L2
BLK
RED
L1
L2MDL 3&4
MDL 5
MOL 5
MDL 3&4
G
BLK
RED
L1
L2
BLK
RED
L1
L2
2GRN
GRNG
G
GGRN
GRN
UPPER LEVEL
TERMINALS
LOWER LEVEL
TERMINALS
EXPANSION
CABINET
BATTERY
HEATER OPT
CABINET
HEATER
ON ON
2 2 2 2 2
REDBLKBLKREDREDDC PP ALM RLY
GRN/
WHT BLU/
WHT ORG/
WHT (BROWN PAIR
NOT USED)
HEATER
ALARM
DAC
ALARM
J1
N
EXISTING T-MOBILE TELCO BOARD
EXISTING T-MOBILE UTILITY PANEL
EXISTING T-MOBILE ELEC. PANEL
EXISTING T-MOBILE EQUIPMENT SHELTERNEW T-MOBILE HCS 2.0 JUNCTION
BOXES ON EXISTING UNISTRUTS ON
WALL (3 TOTAL)
1
A-9
15'-0"10'-0"
EXISTING COAX CABLE STUB UPS
NEW T-MOBILE HPL3 600A SSC CABINET
WITH 1 CSR IXRe ROUTER, 2 VOLTAGE
BOOSTER, 2 AMIA, 2 ASIB, 2 ASIK, 3
ABIA, 5 ABIL, AND 3 ABIC INSIDE
CABINET
5
A-6
NEW T-MOBILE LB3 BATTERY CABINET
6
A-6
1'-6"
MIN.
1
A-7
2
A-7
3
A-7
4
A-7
5
A-7
6
A-7
7
A-7
NEW T-MOBILE CAC PANEL ON
EXISTING WALL
8
A-7
NEW T-MOBILE CUBE ON EXISTING
WALL
9
A-7
10
A-7
NEW 3"Ø RIGID CONDUIT AT ±10'
(2 TOTAL) AND NEW 3"Ø RIGID
CONDUIT AT ±5' (1 TOTAL)
REV DESCRIPTIONDATE BYREV DESCRIPTIONDATE BY
IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY
ARE ACTING UNDER THE DIRECTION OF A LICENSED
PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT.
JURISDICTION APPROVAL STAMP
DEPARTMENT FOR LAND USE
DEPARTMENT FOR BUILDING & CONSTRUCTION
19807 NORTH CREEK PARKWAY NORTH
BOTHELL, WA 98011
R
ARCHITECTURE & ENGINEERING
2667 CAMINO DEL RIO SOUTH, STE. 205
SAN DIEGO, CA 92108NOT FOR CONSTRUCTIONPNW MARKET OFFICE
9725 3RD AVENUE NE, STE. 410
SEATTLE, WA 98115
ALDERBROOK
/PSE /CONTORA
A 06/09/2020 ANCHOR + L600 90%CD MGM
0 07/10/2020 ANCHOR + L600 100%CD VF
ELECTRICAL
DIAGRAMS
39DC HEATING AND COOLING WIRING DIAGRAM
2
1
E-3
"TIER" 1 "TIER" 2
DAC DOOR PWR 25A
FUTURE USE 10A
FUTURE USE 10A
FUTURE USE 10A
FRONT
1
BLK RED
1
REAR
1212
JUMPER
OBSERVE CORRECT ALARM PIN ORIENTATION
"TIER" 3 "TIER" 4
FUTURE USE
FUTURE USE
FUTURE USE
MID TRIP
ALM 25ADC POWER WIRING DIAGRAM
DC CABINET DOOR LIGHT POWER WIRING DIAGRAM
DC POWER WIRING DIAGRAM
LIGHT ASSEMBLY
RED
BLK
RED
BLK
BLK
BLK
RED
BLK
2
C
C
NC
NC
NC
NC
1
TO DOOR
UPPER FAN
V+
V-
V+
V-
V +
RED
RED
RED
V -48
BLACK
BLACK
BLK
BLK RED
TO LED LIGHTUPPER FAMLOWER FAMCAB LIGHTCOOL CONTROLLERHEAT CONTROLLER15A15A5A5A5ARED BLACK
BLACK
BLACK
RED
RED
J7
J8
COOL
COOL
J8 J7 J8 J3 J2
SW1
J1
SW1
J1
HEAT
DAC (COOLING) CONTROLLER
FUNCTION
PIWR IN
DELTA T JUMPER
OUTSIDE TEMPERATURE
DACFAN (LOWER)
DACFAN (UPPER)
ALARM
COOLING INHBIT
HEAT REQUEST
HEATER CONTROLLER
COHN FUNCTION
JI PIWR IN
J8
J9
J7 UNUSED
J6 HEATER FAN
J3
J2
J4
ALARM
COOLING INHBIT
HEAT REQUEST
DOOR SW INPUT
HEATER REALY CONTROL
MID TRIP
ALM 10AMID TRIP
ALM 10AMID TRIP
ALM 10ATHERMAL SYSTEM
DAC AND HEATER
MID TRIP
ALM 25AMID TRIP
ALM 10AMID TRIP
ALM 10AMID TRIP
ALM 10AFUTURE USE
FUTURE USE
FUTURE USE
THERMAL SYSTEM
DAC AND HEATER MID TRIPALM 10A
MID TRIPALM 10A
CB AMARM
PIN AND SWITCH
ORIENTATION
"OFF"
JUMPER
CB AMARM
PIN AND SWITCH
ORIENTATION
"OFF"
JUMPER
CB AMARM
PIN AND SWITCH
ORIENTATION
"OFF"
JUMPER
CB AMARM
PIN AND SWITCH
ORIENTATION
"OFF"
NOTE:
DIAGRAMS PROVIDED ARE PER
MANUFACTURER INSTALLATION GUIDE DC DISTRIBUTION TERMINALS
"TIER" 1 OF 4 (SIDE VIEW)
DC DISTRIBUTION-DOOR OPEN
FROM VIEW
DC-48V HOT BUS
(CB FROTECTED)
DC RETURN
BUS OV (+)
TO CABINET DC
FUSE BLOCK
FROM DIN
DISTRIBUTION
TO HEAT
CONTROLLER
LIGHT SWITCH
DOOR OPEN
DETECT
FROM
DC PLANT
25A
DC DISTRIBUTION (BLACK WIRE JUMPERS TO
FUSE POSOTIONS REMOVED FOR CLARITY)
TO DOOR
LOWER FAN
COHN
JI
J8
J9
J7
J6
J3
J2
J4
FROM DC DIN
DISTRIBUTION
FROM DOOR
FROM DC DIN
DISTRIBUTION
FROM DOOR DOOR OPEN
DETECT
TO HEATER
ELEMENT
ACPWR FROM
CIRCUIT BREAKER
HEATER
ALARM
DAC
ALARM
TO CABINET
ALARM BLOCK
J9
J9 J4
J8 J7 J8 J3 J2J9 J4
LANDLORD SIGNATURE
REV DESCRIPTIONDATE BYREV DESCRIPTIONDATE BY
IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY
ARE ACTING UNDER THE DIRECTION OF A LICENSED
PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT.
JURISDICTION APPROVAL STAMP
DEPARTMENT FOR LAND USE
DEPARTMENT FOR BUILDING & CONSTRUCTION
19807 NORTH CREEK PARKWAY NORTH
BOTHELL, WA 98011
R
ARCHITECTURE & ENGINEERING
2667 CAMINO DEL RIO SOUTH, STE. 205
SAN DIEGO, CA 92108NOT FOR CONSTRUCTIONPNW MARKET OFFICE
9725 3RD AVENUE NE, STE. 410
SEATTLE, WA 98115
ALDERBROOK
/PSE /CONTORA
A 06/09/2020 ANCHOR + L600 90%CD MGM
0 07/10/2020 ANCHOR + L600 100%CD VF
G-1
GROUNDING
PLANS
NOTES & LEGEND
NOTE:
1. CONTRACTOR TO REPLACE ALL MISSING GROUND BARS
AND GROUNDING CONNECTIONS AS REQUIRED.
EXOTHERMIC CONNECTION
MECHANICAL CONNECTION
EQUIPMENT GROUND BAR
ANTENNA GROUND BAR (AS REQUIRED)
#2 AWG GROUND LEAD (AS REQUIRED)
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,
N
1 3
EQUIPMENT GROUNDING 2
N
ANTENNA GROUNDING
LANDLORD SIGNATURE
3
G-2
NEW MECHANICAL LUG
CONNECTION (TYP.)
2
G-2
(E) GROUND BAR (FIELD
VERIFY LOCATION)
(TYP)
4
G-2
NEW MECHANICAL LUG
CONNECTION (TYP.)
2
G-2
(E) GROUND BAR (FIELD
VERIFY LOCATION)
(TYP)
NEW #6 AWG FROM JUNCTION BOXES
TO (E) GROUND BAR (TYP.)
4
G-2
3
G-2
NEW #6 AWG FROM CABINET
TO (E) GROUND BAR (TYP.)
4
G-2
3
G-2
NEW #6 AWG FROM ANTENNA
TO (E) GROUND BAR (TYP.)
3
G-2
NEW #6 AWG FROM PENDANT
TO (E) GROUND BAR (TYP.)
3
G-2
NEW #6 AWG FROM AHLOA TO
(E) GROUND BAR (TYP.)
3
G-2
NEW #6 AWG FROM AHFIG TO
(E) GROUND BAR (TYP.)
NEW #6 AWG FROM CUBE
TO (E) GROUND BAR (TYP.)
4
G-2
NEW #6 AWG FROM CAC PANEL
TO (E) GROUND BAR (TYP.)
4
G-2
REV DESCRIPTIONDATE BYREV DESCRIPTIONDATE BY
IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY
ARE ACTING UNDER THE DIRECTION OF A LICENSED
PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT.
JURISDICTION APPROVAL STAMP
DEPARTMENT FOR LAND USE
DEPARTMENT FOR BUILDING & CONSTRUCTION
19807 NORTH CREEK PARKWAY NORTH
BOTHELL, WA 98011
R
ARCHITECTURE & ENGINEERING
2667 CAMINO DEL RIO SOUTH, STE. 205
SAN DIEGO, CA 92108NOT FOR CONSTRUCTIONPNW MARKET OFFICE
9725 3RD AVENUE NE, STE. 410
SEATTLE, WA 98115
ALDERBROOK
/PSE /CONTORA
A 06/09/2020 ANCHOR + L600 90%CD MGM
0 07/10/2020 ANCHOR + L600 100%CD VF
GROUNDING
DETAILS
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
NOT USED
TWO-HOLE LUG, BOLTED
TO GROUND BAR USING
3/8"-16 x 1 1/4" STAINLESS
STEEL HEX UNIT BOLTS
AND HARDWARE.
EXISTING 4"x12"x1/4"
THK., TINNED
GROUND BAR ON
WALL, FLOOR OR ON
ANTENNA TOWER
SECTOR GROUND BAR
EXOTHERMIC WELD
EXISTING #2 AWG SOLID TINNED
BARE Cu WIRE TO EXISTING TOWER
GROUND BAR OR 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 THE TOWER OR RING.
3. GROUND BARS AT BOTTOM OF TOWERS OR MONOPOLES 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
EXISTING MAIN GROUND BAR
EXISTING #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 THE TOWER OR RING.
3. GROUND BARS AT BOTTOM OF TOWERS OR
MONOPOLES SHALL USE EXOTHERMIC
CONNECTION.
EXOTHERMIC WELD
EXISTING (2) #2 AWG SOLID TINNED BARE Cu WIRE
TO EXISTING GROUND RING
NOT USED
NOT USED 1
2
3
4
5
6
8
10
11
12 NOT USED 9 NOT USED
NOT USED
NEW CABINETS AND JUNCTION BOXES
GROUNDING KIT: #6 AWG STRANDED Cu WIRE
WITH GREEN, 600V, THWN INSULATION OR
BLACK
ANTENNA, AHLOA, AHFIG, AND PENDANTS
GROUNDING KIT: #6 AWG STRANDED Cu WIRE
WITH GREEN, 600V,THWN INSULATION OR BLACK
G-2
REV DESCRIPTIONDATE BYREV DESCRIPTIONDATE BY
IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY
ARE ACTING UNDER THE DIRECTION OF A LICENSED
PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT.
JURISDICTION APPROVAL STAMP
DEPARTMENT FOR LAND USE
DEPARTMENT FOR BUILDING & CONSTRUCTION
19807 NORTH CREEK PARKWAY NORTH
BOTHELL, WA 98011
R
ARCHITECTURE & ENGINEERING
2667 CAMINO DEL RIO SOUTH, STE. 205
SAN DIEGO, CA 92108NOT FOR CONSTRUCTIONPNW MARKET OFFICE
9725 3RD AVENUE NE, STE. 410
SEATTLE, WA 98115
ALDERBROOK
/PSE /CONTORA
A 06/09/2020 ANCHOR + L600 90%CD MGM
0 07/10/2020 ANCHOR + L600 100%CD VF
RF-1
RF DETAILS
RF DETAILS 1RF DETAILS 1
LANDLORD SIGNATURELANDLORD SIGNATURE
ANTENNA AND COAX GENERAL NOTES:
1. ALL ANTENNA AND COAXIAL ANTENNA CABLE TO BE FURNISHED BY T-MOBILE AND
INSTALLED BY CONTRACTOR.
2. COAX COLOR CODING: ANTENNAS TO BE NUMBERED IN A CLOCKWISE MANNER
FROM TRUE NORTH AND COLOR CODED AS FOLLOWS.
3. THE ABOVE COAX COLOR CODING APPLIES TO SECTORIZED SITES. FOR OMNI
SITES, USE THE AT0, BT0, & GT0 COLOR CODES ONLY.
4. COAX SHALL BE TAGGED WITH COLOR CODING AT (2) PLACES USING 1" WIDE
WEATHER PROOF COLORED VINYL TAPE AT THE FOLLOWING LOCATIONS:
x #1 - AT ANTENNA CONNECTION
x #2 - AT ENTRY TO EQUIPMENT CABINET
5. RUN COAXIAL CABLE WITH MINIMUM 12" SLACK & 12" FROM EDGE OF EQUIPMENT
CABINETS, ACROSS WAVE GUIDE BRIDGE (IF APPLICABLE), UP TO TOWER LEG (IF
APPLICABLE), & DISTRIBUTE TO EACH ANTENNA DEVICE. FURNISH AND INSTALL A
MINIMUM OF (3) GROUND KITS PER COAXIAL CABLE ACCORDING TO ELECTRICAL
DRAWINGS. VERIFY NUMBER OF ANTENNAS, CABLE, & CABLE DIAMETER WITH
PROJECT MANAGER.
6. ALL COAXIAL CABLE CONNECTIONS TO BE WEATHER PROOFED.
7. CONTRACTOR TO DIP CABLES AND JUMPERS WHERE NECESSARY.
8. TAGGING:
x ALL COAXIAL CABLES TO BE MARKED WITH COLOR CODED TAPE TO
INDICATE THE ANTENNA SECTOR.
x COLORED ELECTRICAL TAPE SHALL MARK EACH END OF CABLE AND EACH
END OF JUMPERS AS CLOSE TO EACH END AS POSSIBLE. (NOT TO
INTERFERE WITH WEATHERPROOFING.)
9. COAXIAL CABLE SPECIFICATIONS REQUIRE CABLE SUPPORT EVERY 3'-0" ON
CENTER. CONTRACTOR SHALL SUPPLY SUPPORTS AS REQUIRED TO MEET THIS
REQUIREMENT.
10. VERTICAL CONNECTIONS SHALL BE TAPED FROM THE BOTTOM UP SO OVERLAP
MOVES WATER AWAY FROM CONNECTION (STEP 9).
11. PROVIDE HEAT SHRINK IN PLACE OF TAPE FOR QUAD POLES AND TMA'S. HEAT
SHRINK SHALL BE "CANUSA" WITH ADHESIVE.
CONNECTORS (TYP.)
1"1"2"2"4"4"
ELECTRICAL TAPE
(1 LAYER)
BUTYL TAPE (ALSO KNOWN
AS MASTIC, TAFFY TAPE)
ELECTRICAL TAPE: 3 LAYERS WITH 2" TAPE AND 3
LAYERS IN 3/4" TAPE (ALL WITH MINIMUM 50%
OVERLAP). ALL TAPE ENDS SHALL BE CUT (DO NOT
STRETCH). COAT WITH 3M SCOTCHKOTE SPRAY
SEALER
STEP 1 STEP 2 STEP 3 STEP 4
COAXIAL CABLE WEATHERPROOFING
NOTE:
1. ANTENNA CLEARANCE AND MOUNTING TO BE FIELD VERIFIED PRIOR TO CONSTRUCTION WITH FINAL ANTENNA SPECIFICATIONS, MOUNTING HARDWARE, AND RF DESIGN.
BASED ON RFDS VERSION 7 DATED: 06/26/2020
TRANSMISSION CABLE
ANTENNA SCHEDULE-FINAL CONFIGURATION
SIZEQTY.LENGTH
SECTOR
(COLOR)ANTENNA MODEL ANTENNA
AZIMUTHPORTPOSITION
ALPHA
(RED)
BETA
(GREEN)
GAMMA
(BLUE)
EXISTING/
NEW MANUFACTURER DIMENSIONS
(LxWxD)
WEIGHT
(LBS)
RAD
CENTER TYPE
A1
B1
OCTO
C1
NEW 89.8'0°
NEW 110°
NEW 260°
OCTO
OCTO
COMMSCOPE FFVV-65C-R3-V1 95.9" x 25.2" x 9.3" 124.6 (2)15'.5"Ø HCS 2.0 JUMPER
150'1.5"Ø(1)
15'.5"Ø HCS 2.0 JUMPER(1)92.3'A2
B2
C2
NEW
NEW
NEW
MIMO
MIMO
MIMO
(2) 15'.5"Ø HCS 2.0 JUMPER
15'.5"Ø HCS 2.0 JUMPER(1)
(2)15'.5"Ø HCS 2.0 JUMPER
15'.5"Ø HCS 2.0 JUMPER(1)
AEHCNOKIA 38.2" x 5.9" x 21.5" 108.0
COMMSCOPE FFVV-65C-R3-V1 95.9" x 25.2" x 9.3" 124.6
AEHCNOKIA 38.2" x 5.9" x 21.5" 108.0
COMMSCOPE FFVV-65C-R3-V1 95.9" x 25.2" x 9.3" 124.6
AEHCNOKIA 38.2" x 5.9" x 21.5" 108.0
0°
89.8'
92.3'
89.8'
92.3'
110°
260°
DELTA
(YELLOW)D1C1 NEW 180°OCTO (2)15'.5"Ø HCS 2.0 JUMPERCOMMSCOPE FFVV-65C-R3-V1 95.9" x 25.2" x 9.3" 124.689.8'
HCS 2.0 TRUNK
150'1.5"Ø(1)HCS 2.0 TRUNK
150'1.5"Ø(1)HCS 2.0 TRUNK
REV DESCRIPTIONDATE BYREV DESCRIPTIONDATE BY
IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY
ARE ACTING UNDER THE DIRECTION OF A LICENSED
PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT.
JURISDICTION APPROVAL STAMP
DEPARTMENT FOR LAND USE
DEPARTMENT FOR BUILDING & CONSTRUCTION
19807 NORTH CREEK PARKWAY NORTH
BOTHELL, WA 98011
R
ARCHITECTURE & ENGINEERING
2667 CAMINO DEL RIO SOUTH, STE. 205
SAN DIEGO, CA 92108NOT FOR CONSTRUCTIONPNW MARKET OFFICE
9725 3RD AVENUE NE, STE. 410
SEATTLE, WA 98115
ALDERBROOK
/PSE /CONTORA
A 06/09/2020 ANCHOR + L600 90%CD MGM
0 07/10/2020 ANCHOR + L600 100%CD VF
RF-2
RF DIAGRAM
RF DIAGRAM 11
LANDLORD SIGNATURELANDLORD SIGNATURE
NOTE:
BASED ON RFDS VERSION 7 DATED: 06/26/2020
NOTE:
JDSU AND EXFO GEAR CAN BE USED TO READ WAVELENGTH ON THE SFPs.
NOKIA ITEM CODE/SECTOR PRODUCT NAME
474335A FOCZ QSFP+ 4x10 km SM
474385A FOUF SFP+ 10GBASE-LR 1271 nm CWDM 10 km SM
474386A FOUG SFP+ 10GBASE-LR 1291 nm CWDM 10 km SM
474387A FOUH SFP+ 10GBASE-LR 1311 nm CWDM 10 km SM
474388A FOUI SFP+ 10GBASE-LR 1331 nm CWDM 10 km SM
474829A AOSB QSFP28 SM 10 km LC
FTLX1370W4BTL SM SFP 1310 nm CPRI 9.8G 1.4km (CPRI)
473471A FOTA Optical SFP+ 10GBase-SR 850nm MM
FTLX8573D3BTL 10Gb/s 850nm Multimode SFP+ Datacom Transceiver
x 2
x 2
x 2
x 1
x 1
x 2
x 4
x 3
x 3
AHFIB/AHFIG AAHF
SFC4_1 SFC4_2
LTE
FDD-eNB1
LTE
TDD-eNB2
NR
TDD-gNB
IXR-e
OPT2
OPT1
OPT1
OPT2
OPT3
FOCZ
IN
OUT
AOSB
ABILABICABIA
FOUF
FOUI
FOUF
FOUG
FOTA
FTLX8573D3BTL FTLX8573D3BTL FTLX8573D3BTL
NR - LEFT
SIDE
ANTENNA
LTE - RIGHT
SIDE
ANTENNA
FOTA
ASIA
FOTA
ASIKASIB
FTLX1370W4BTL
FOUG
FOUH
x PORT CONNECTION ON THE ABIA
MAY VARY AND ARE DESIGNATED AS
RFx ('x' CAN BE 1-6)
x AHFIB/AHFIG IS ON SAME ABIA