APPROVED BLD ENG PLN BLD2021-0561+Architectural_Plan+4.16.2021_11.28.17_AM+2149645City Of Edmonds
Building Department
Work CELL ALTERATION
------------------------------ -------------
Address 9726 EDMONDS WAY
-------------------------------------------
Owner T-MOBILE
------------------------------------
-------------------------------
Approved Date , 5/19/2021
-------------------------------------------
Building Official ;� W. x
:---------..----------------------------------------
Permit Number; BLD2021-0561
' --------------------------------------
PROJECT INFORMATION
SITE NAME:
EDMONDS WAY/PUD/BERSCHURE
SITE ADDRESS:
9726 EDMONDS WAY
EDMONDS, WA 98020
COUNTY:
SNOHOMISH COUNTY
LATITUDE:
47- 47' 25.5" N (47.79042700')
LONGITUDE:
122' 21' 50.8" W (-122.36410050')
GROUND ELEVATION:
327.26' AMSL
STRUCTURE HEIGHT:
60'-0" (TOP OF STEEL POLE)
JURISDICTION:
CITY OF EDMONDS
PARCEL:
00434500000100, RIGHT-OF-WAY
PARCEL SIZE:
0.89 ACRES
ZONING:
WMU
OCCUPANCY:
U
CONSTRUCTION INFORMATION:
AREA OF CONSTRUCTION:
EXISTING/NO CHANGE
CONSTRUCTION TYPE:
II-B
PROPOSED USE:
UNMANNED TELECOMMUNICATIONS FACILITY
HANDICAP REQUIREMENTS:
FACILITY IS UNMANNED AND NOT FOR HUMAN
HABITATION. HANDICAPPED ACCESS NOT REQUIRED
TOWER OWNER:
SNOPUD
PO BOX 1107
EVERETT, WA 98206
PROPERTY OWNER:
BERSCHAUER DIANNE MARIE
9724 EDMONDS WAY
EDMONDS, WA. 98020
APPLICANT:
T-MOBILE
19807 NORTH CREEK PKWY N
BOTHELL, WA 98011
PROJECT TEAM
SITE ACQUISITION:
PROJECT CONSULTANT
RYKA CONSULTING
MORRISON HERSHFIELD CORP.
5628 AIRPORT WAY S, SUITE 330 600 STEWART ST, SUITE 200
SEATTLE, WA 98108
SEATTLE, WA 98101
CONTACT: JESSICA PIERCE
CONTACT: ROY LORETE
PHONE: (206) 523-1941
PHONE: (206) 708-9031
r1 orete®mo rri so n h ers hf i eld. com
PERMITTING:
ENGINEER:
RYKA CONSULTING
G. LANCE COOKE
5628 AIRPORT WAY S, SUITE 330 MORRISON HERSHFIELD CORP.
SEATTLE, WA 98108
PHONE (503) 595-9128
CONTACT: CHRISTINE CONTRERAS
Icookesmorrisonhershfield.com
PHONE: (206) 523-1941
ccontrera s®ryka consu Iti n g. com
T—MOBILE
CONSTRUCTION MANAGER
ARCHITECT:
T—MOBILE
ROBERT LARA
CONTACT: WALTER DARBY
MORRISON HERSHFIELD CORP.
PHONE:(425) 279-3533
PHONE (954) 577-4655
APPROVED OBTAIN ELECTRICAL ALL WORK SUBJECT
PLANS MUST BE PERMIT FROM TO FIELD ■
ON JOB SITE STATE LABOR & INSPECTION FOR �M0 ®_=
INDUSTRIES CODE COMPLIANCE
SoI e 19807 NORTH CREEK PKWV N
® ■® BOTHELL, WA 98011
_ 1
APPROVED BY PLANNING RYKA, CONSUL T.NG
SITE NAME: EDMONDS WAY/PUD/BERSCHURE ai �(o I
SITE ADDRESS:
T-MOBILE SITE NUMBER:
PROJECT:
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SCOPE OF WORK
T—MOBILE PROPOSES TO MODIFY AN EXISTING UNMANNED TELECOMMUNICATIONS
FACILITY WITH THE FOLLOWING:
TOWER SCOPE:
• REPLACE (2) HEX W/ (2) OCTOS
• INSTALL (2) AEHC ACTIVE ANTENNA/RADIO
• REMOVE (2) FRIG & (2) FXFB UTILITY NOTE:
• INSTALL (2) AHFIG, (2) AH LOA SEE UTILITY SCOPE OF WORK &
• REMOVE (1) HCS 1.0 CABLE POWER SURVEY/UCR BY
• REMOVE (1) COVP OTHERS, UNDER SEPARATE
• REMOVE ALL DIPLEXERS COVER, TO BE INCLUDED IN NTP
• REMOVE ALL TMA's & UNDER SEPARATE ELECTRICAL
• REMOVE (8) 7/8" COAX PERMIT IF REQUIRED.
• INSTALL (2) HCS 2.0 CABLES W/PENDANTS
GROUND SCOPE:
• UPGRADE POWER TO 200A
• REMOVE (1) PURCELL RAC72, (1) ULTRASITE & (1) FCOA CABINET
• REPLACE TECH LIGHT
• INSTALL (1) PURCELL HPL3 600A DC POWER CABINET & (1)
HPL3 BATTERY CABINET W/ 4 STRING BATTERIES
• INSTALL (1) CSR IXRE ROUTER (1) NEW FSMF, (2) AMIA W/
BASEBAND MODULES PER RFDS & VOLTAGE BOOSTER IN HPL3
• REPLACE TELCO BOX W/ AAV CUBE; RELOCATE LEC ROUTER TO
AAV (PER UTILITY NOTE)
• INSTALL ICE BRIDGE & NEW CONDUIT PER PLAN
DESIGN BASED ON:
RFDS ANCHOR VERSION 4, DATED 01/15/2021 3:48:16 PM
9726 EDMONDS WAY
EDMONDS, WA 98020
SE01632A
ANCHOR
DIRECTIONS
DIRECTIONS TO SITE (FROM T-MOBILE OFFICE, BOTHELL, WA):
HEAD SOUTH TOWARD WA-527 S
TURN LEFT TOWARD WA-527 S
TURN RIGHT ONTO WA-527 S
TURN RIGHT TO MERGE WITH 1-405 N TOWARD LYNNWOOD
MERGE WITH 1-405 N
TAKE THE INTERSTATE 5 S EXIT TOWARD SEATTLE/LYNNWOOD
KEEP LEFT, FOLLOW SIGNS FOR 1-5 S AND MERGE ONTO 1-5 S
TAKE EXIT 177 TO MERGE WITH WA-104 W/NE 205TH ST/LAKE
BALLINGER WAY TOWARD EDMONDS
MERGE WITH WA-104 W/NE 205TH ST/LAKE BALLINGER WAY
CONTINUE TO FOLLOW WA-104 W
DESTINATION WILL BE ON THE LEFT
APPROVALS
APPROVAL
SIGNATURE
DATE
PROJECT MANAGER
T-MOBILE RF ENGINEER
SITE ACQUISITION
CONSTRUCTION MANAGER
SITE OWNER
T-MOBILE DEVELOPMENT
MANAGER
T-MOBILE CONSTRUCTION
MANAGER
T-MOBILE OPS MANAGER
T-MOBILE REGULATORY
REVIEW
T-MOBILE PROJECT
MANAGER
May 21 2021
ENGINEERING DIVISION
APPROVED AS NOTED
W� 05/08/2021
ROW ENG2021-0140
INDEX OF DRAWINGS
SHEET
DESCRIPTION
TITLE SHEET
GENERAL NOTES
SITE PLAN
ENLARGED SITE PLAN
EQUIPMENT PLANS
T-1
T-2
A-1
A-1.1
A-1.2
A-2
TOWER PROFILES
A-3
CONSTRUCTION DETAILS
A-4
CONSTRUCTION DETAILS
A-5
CONSTRUCTION DETAILS
A-6
CONSTRUCTION DETAILS
A-7
CONSTRUCTION DETAILS
A-8
CONSTRUCTION DETAILS
RF-1
ANTENNA CONFIGURATION
RF-2
PLUMBING DIAGRAM
RF-3
TYPICAL SECTOR SFP
E-1
EQUIPMENT ELECTRICAL/GROUNDING PLAN
E-2
WIRING DIAGRAMS
E-3
WIRING DIAGRAMS
E-4
ANTENNA GROUNDING SCHEMATIC
E-5
GROUNDING DETAILS
CODE COMPLIANCE
ALL WORK AND MATERIALS SHALL BE PERFORMED AND INSTALLED IN
ACCORDANCE WITH THE CURRENT CONDITIONS OF THE FOLLOWING CODES AS
ADOPTED BY THE LOCAL GOVERNING AUTHORITIES. NOTHING IN THESE PLANS
IS TO BE CONSTRUED TO PERMIT WORK NOT CONFORMING TO THESE CODES:
WASHINGTON STATE AND LOCAL BUILDING CODES WITH THE FOLLOWING
REFERENCE CODE:
2018 INTERNATIONAL BUILDING CODE (IBC)
2018 INTERNATIONAL MECHANICAL CODE (IMC)
2018 INTERNATIONAL FIRE CODE (IFC)
2020 NATIONAL ELECTRIC CODE (NFPA 70)
a
CONTRACTOR TO CALL TO VERIFY UTILITIES AT
Q Q
LEAST TWO WORKING DAYS PRIOR TO DIGGING
Know what's below.
Call before you dig.
DO NOT SCALE DRAWINGS
CONTRACTOR SHALL VERIFY ALL PLANS & EXISTING DIMENSIONS & CONDITIONS ON
THE JOB SITE & SHALL IMMEDIATELY NOTIFY THE ARCHITECT OR ENGINEER IN
WRITING OF ANY DISCREPANCIES BEFORE PROCEEDING WITH THE WORK OR BE
RESPONSIBLE FOR SAME.
PLANS PREPARED BY:
mri
MORRISON HERSHFIELD
600 STEWART STEEL, SUITE 200
SEATTLE, WA 98101
Tel: 206.268.7370
v .morrlsonhemhfield.com
MH PROJECT NUMBER: 202119200
REV.
DATE
ISSUED FOR
BY
A
01/21/21
SOX REVIEW
SA
0
02/22/21
10096 FINAL
LW
SET NOT TO BE USED FOR CONSTRUCTION
UNLESS SIGNED BY DESIGN PROFESSIONAL
AND STAMPED APPROVED BY MUNICIPALITY
SITE NAME:
EDMONDS WAY/PUD/
BERSCHURE
T-MOBILE SITE I.D.
SE01632A
SITE ADDRESS:
9726 EDMONDS WAY
EDMONDS, WA 98020
SHEET NAME:
RECEIVE
TITLE �HE95T202
SHEET NUMBER: DEPARTMENT
T-1
C
J
ARCHITECTURAL GENERAL NOTES
ELECTRICAL GENERAL NOTES
COMPOUND NOTES
1. WORK SHALL COMPLY WITH ALL APPLICABLE CODES, ORDINANCES, AND REGULATIONS. ALL NECESSARY LICENSES,
CERTIFICATES, ETC., REQUIRED BY AUTHORITY HAVING JURISDICTION SHALL BE PROCURED AND PAID FOR BY THE
CONTRACTOR.
2. THE GENERAL CONTRACTOR AND EACH SUBCONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING DIMENSIONS AND
CONDITIONS AT THE JOB SITE WHICH COULD AFFECT THE WORK UNDER THIS CONTRACT. ALL MANUFACTURERS
RECOMMENDED SPECIFICATIONS, EXCEPT THOSE SPECIFICATIONS HEREIN, WHERE MOST STRINGENT SHALL BE COMPLIED
WITH.
3. THE CONTRACTOR SHALL VERIFY THAT NO CONFLICTS EXIST BETWEEN THE LOCATIONS OF ANY AND ALL MECHANICAL,
ELECTRICAL, PLUMBING, OR STRUCTURAL ELEMENTS, AND THAT ALL REQUIRED CLEARANCES FOR INSTALLATION AND
MAINTENANCE ARE MET. NOTIFY THE CONSULTANT OF ANY CONFLICTS. THE CONSULTANT HAS THE RIGHT TO MAKE
MINOR MODIFICATIONS IN THE DESIGN OF THE CONTRACT WITHOUT THE CONTRACTOR GETTING ADDITIONAL
COMPENSATION.
4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DAILY CLEAN UP OF ALL TRADES AND REMOVE ALL DEBRIS FROM THE
CONSTRUCTION SITE. AT THE COMPLETION OF THE PROJECT, THE CONTRACTOR SHALL THOROUGHLY CLEAN THE
BUILDING, SITE, AND ANY OTHER SURROUNDING AREAS TO A BETTER THAN NEW CONDITION.
5. THE CONTRACTOR IS RESPONSIBLE FOR ADEQUATELY BRACING AND PROTECTING ALL WORK DURING CONSTRUCTION
AGAINST DAMAGE, BREAKAGE, COLLAPSE, ETC. ACCORDING TO APPLICABLE CODES, STANDARDS, AND GOOD
CONSTRUCTION PRACTICES.
6. WHERE ONE DETAIL IS SHOWN FOR ONE CONDITION, IT SHALL APPLY FOR ALL LIKE OR SIMILAR CONDITIONS, EVEN
THOUGH NOT SPECIFICALLY MARKED ON THE DRAWINGS OR REFERRED TO IN THE SPECIFICATIONS, UNLESS NOTED
OTHERWISE.
7. WHERE NEW PAVING, CONCRETE SIDEWALKS OR PATHS MEET EXISTING CONSTRUCTION, THE CONTRACTOR SHALL MATCH
THE EXISTING PITCH, GRADE, AND ELEVATION SO THE ENTIRE STRUCTURE SHALL HAVE A SMOOTH TRANSITION.
8. THE GENERAL CONTRACTOR SHALL OBTAIN WRITTEN CONFIRMATION OF THE EXPECTED DATE OF COMPLETION OF THE
POWER CONNECTION FROM THE POWER COMPANY.
9. IF THE POWER COMPANY IS UNABLE TO PROVIDE THE POWER CONNECTION BY OWNER'S REQUIRED DATE, THE GENERAL
CONTRACTOR SHALL PROVIDE AND MAINTAIN A TEMPORARY GENERATOR UNTIL THE POWER COMPANY CONNECTION IS
COMPLETED. COSTS ASSOCIATED WITH THE TEMPORARY GENERATOR TO BE APPROVED BY THE OWNER.
10. PLANS PART OF THIS SET ARE COMPLEMENTARY. INFORMATION IS NOT LIMITED TO ONE PLAN. DRAWINGS AND
SPECIFICATIONS ARE INSTRUMENTS OF SERVICE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT, WHETHER THE
PROJECT FOR WHICH THEY ARE MADE IS EXECUTED OR NOT. THEY ARE NOT TO BE USED BY THE OWNER ON OTHER
PROJECTS OR EXTENSION TO THIS PROJECT EXCEPT BY AGREEMENT IN WRITING AND WITH APPROPRIATE COMPENSATION
TO MORRISON HERSHFIELD. THESE PLANS WERE PREPARED TO BE SUBMITTED TO GOVERNMENTAL BUILDING
AUTHORITIES FOR REVIEW FOR COMPLIANCE WITH APPLICABLE CODES AND IT IS THE SOLE RESPONSIBILITY OF THE
OWNER AND/OR CONTRACTOR TO BUILD ACCORDING TO APPLICABLE BUILDING CODES.
11. IF CONTRACTOR OR SUB -CONTRACTOR FIND IT NECESSARY TO DEVIATE FROM ORIGINAL APPROVED PLANS, THEN IT IS
THE CONTRACTOR'S AND THE SUB -CONTRACTOR'S RESPONSIBILITY TO PROVIDE THE ARCHITECT WITH (4) COPIES OF
THE PROPOSED CHANGES FOR HIS APPROVAL BEFORE PROCEEDING WITH THE WORK. IN ADDITION THE CONTRACTOR
AND SUB -CONTRACTORS SHALL BE RESPONSIBLE FOR PROCURING ALL NECESSARY APPROVALS FROM THE BUILDING
AUTHORITIES FOR THE PROPOSED CHANGES BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR AND
SUB -CONTRACTORS SHALL BE RESPONSIBLE FOR PROCURING ALL NECESSARY INSPECTIONS AND APPROVALS FROM
BUILDING AUTHORITIES DURING THE EXECUTION OF THE WORK.
12. IN EVERY EVENT, THESE CONSTRUCTION DOCUMENTS AND SPECIFICATIONS SHALL BE INTERPRETED TO BE A MINIMUM
ACCEPTABLE MEANS OF CONSTRUCTION BUT THIS SHALL NOT RELIEVE THE CONTRACTOR, SUB -CONTRACTOR, AND/OR
SUPPLIER/MANUFACTURER FROM PROVIDING A COMPLETE AND CORRECT JOB WHEN ADDITIONAL ITEMS ARE REQUIRED
TO THE MINIMUM SPECIFICATION. IF ANY ITEMS NEED TO EXCEED THESE MINIMUM SPECIFICATIONS TO PROVIDE A
COMPLETE, ADEQUATE AND SAFE WORKING CONDITION, THEN IT SHALL BE THE DEEMED AND UNDERSTOOD TO BE
INCLUDED IN THE DRAWINGS. FOR EXAMPLE, IF AN ITEM AND/OR PIECE OF EQUIPMENT REQUIRES A LARGER WIRE SIZE
(I.E. ELECTRICAL WIRE), STRONGER OR LARGER PIPING, INCREASED QUANTITY (I.E. STRUCTURAL ELEMENTS), REDUCED
SPACING, AND/OR INCREASED LENGTH (I.E. BOLT LENGTHS, BAR LENGTHS) THEN IT SHALL BE DEEMED AND
UNDERSTOOD TO BE INCLUDED IN THE BID/PROPOSAL. THESE DOCUMENTS ARE MEANT AS A GUIDE AND ALL ITEMS
REASONABLY INFERRED SHALL BE DEEMED TO BE INCLUDED.
13. THESE CONTRACT DOCUMENTS AND SPECIFICATIONS SHALL NOT BE CONSTRUED TO CREATE A CONTRACTUAL
RELATIONSHIP OF ANY KIND BETWEEN THE ARCHITECT AND THE CONTRACTOR.
A. GENERAL
1. EXAMINE THE SITE CONDITIONS VERY CAREFULLY AND THE SCOPE OF PROPOSED WORK TOGETHER WITH THE WORK OF
ALL OTHER TRADES AND INCLUDE IN THE BID PRICE ALL COSTS FOR WORK SUCH AS EQUIPMENT AND WIRING MADE
NECESSARY TO ACCOMMODATE THE ELECTRICAL SYSTEMS SHOWN AND SYSTEMS OF OTHER TRADES.
2. OBTAIN ALL PERMITS, PAY ASSOCIATED FEES AND SCHEDULE INSPECTION.
3. PROVIDE ALL LABOR, MATERIAL, EQUIPMENT, INSURANCE, AND SERVICES TO COMPLETE THIS PROJECT IN ACCORDANCE
WITH THE CONTRACT DOCUMENTS AND PRESENT IT AS FULLY OPERATIONAL TO THE SATISFACTION OF T-MOBILE &
LAND/TOWER OWNER
4. PRIOR TO BEGINNING WORK COORDINATE ALL POWER AND TELCO WORK WITH THE LOCAL UTILITY COMPANY AS IT MAY
APPLY TO THIS SITE. ALL WORK TO COMPLY WITH THE RULES AND REGULATIONS OF THE UTILITIES INVOLVED GENERAL
CONTRACTOR IS RESPONSIBLE FOR VED. REQUESTING CONNECTION OF COMMERCIAL POWER FROM THE POWER
COMPANY. ELECTRICAL CONTRACTOR SHALL COORDINATE THIS WORK WITH THE GENERAL CONTRACTOR.
5. FABRICATION AND INSTALLATION OF THE COMPLETE ELECTRICAL SYSTEM SHALL BE DONE IN A FIRST CLASS
WORKMANSHIP PER NECA STANDARD 1-2000 BY QUALIFIED PERSONNEL EXPERIENCED IN SUCH WORK AND SHALL
SCHEDULE THE WORK IN AN ORDERLY MANNER SO AS NOT TO IMPEDE PROGRESS OF THE PROJECT.
B. BASIC MATERIALS AND METHODS
1. ALL ELECTRICAL WORK SHALL CONFORM TO THE EDITION OF THE NEC ACCEPTED BY THE LOCAL JURISDICTION AND TO
THE APPLICABLE LOCAL CODES AND REGULATIONS.
2. ARRANGE CONDUIT, WIRING, EQUIPMENT, AND OTHER WORK GENERALLY AS SHOWN, PROVIDING PROPER CLEARANCES
AND ACCESS. CAREFULLY EXAMINE ALL CONTRACT DRAWINGS AND FIT THE WORK IN EACH LOCATION WITHOUT
SUBSTANTIAL ALTERATION. WHERE DEPARTURES ARE PROPOSED BECAUSE OF FIELD CONDITIONS OR OTHER CAUSES,
PREPARE AND SUBMIT DETAILED DRAWINGS FOR ACCEPTANCE.
3. THE CONTRACT DRAWINGS ARE GENERALLY DIAGRAMMATIC AND ALL OFFSETS, BENDS, FITTINGS AND ACCESSORIES ARE
NOT NECESSARILY SHOWN. PROVIDE ALL SUCH ITEMS AS MAY BE REQUIRED TO FIT THE WORK TO THE CONDITIONS.
4. SEAL AROUND CONDUITS AND AROUND CONDUCTORS WITHIN CONDUITS ENTERING THE MODULAR CABINETS WHERE
PENETRATION OCCURS WITH A SILICONE SEALANT TO PREVENT MOISTURE PENETRATION INTO BUILDING.
C. CONDUCTORS AND CONNECTORS
1. UNLESS NOTED OTHERWISE, ALL CONDUCTORS SHALL BE COPPER, MINIMUM SIZE #12 AWG, WITH THERMOPLASTIC
INSULATION CONFORMING TO NEMA WC5 OR CROSS -LINKED POLYETHYLENE INSULATION CONFORMING TO NEMA WC7.
(TYPES THHN). INSULATION SHALL BE RATED FOR 90 DEG. CONDUCTORS SHALL BE COLOR CODED IN ACCORDANCE
WITH NEC.
2. CONDUCTOR LENGTHS SHALL BE CONTINUOUS FROM TERMINATION TO TERMINATION WITHOUT SPLICES. SPLICES ARE NOT
ACCEPTABLE. IF SPLICES ARE UNAVOIDABLE PRIOR APPROVAL FROM THE ENGINEER MUST BE OBTAINED.
D. GROUNDING
1. ALL LIGHTNING PROTECTION GROUNDING OF THE ELECTRICAL EQUIPMENT SHALL BE CARRIED OUT IN ACCORDANCE WITH
THE CURRENT NFPA STANDARDS.
2. ALL GROUND LUG AND COMPRESSION CONNECTIONS SHALL BE COATED WITH ANTI -OXIDANT AGENT, SUCH AS NO-OX,
NOALOX, PENETROX OR KOPRSHIELD.
3. ALL EXTERIOR GROUNDING CONDUCTORS INCLUDING EXTERIOR GROUND RING SHALL BE #2 AWG SOLID BARE TINNED
COPPER. MAKE ALL GROUND CONNECTIONS AS SHORT AND DIRECT AS POSSIBLE. AVOID SHARP BENDS. THE RADIUS
OF ANY BEND SHALL NOT BE LESS THAN 8" AND THE ANGLE OF ANY BEND SHALL NOT EXCEED 90% GROUNDING
CONDUCTORS SHALL BE ROUTED DOWNWARD TOWARD THE BURIED GROUND RING.
4. REPAIR ALL GALVANIZED SURFACES THAT HAVE BEEN DAMAGED BY THERMO-WELDING WITH ERICO T-319 GALVANIZING
BAR.
5. ALL EXTERNAL GROUND CONNECTIONS SHALL BE EXOTHERMICALLY WELDED. ALL EXOTHERMIC WELDS TO EXTERIOR
GROUND RING SHALL BE THE PARALLEL TYPE, EXCEPT FOR THE GROUND RODS WHICH ARE TEE EXOTHERMIC WELDS.
REPAIR ALL GALVANIZED SURFACES THAT HAVE BEEN DAMAGED BY EXOTHERMIC WELDING. USE SPRAY GALVANIZER
SUCH AS HOLUB LECTROSOL #15-501.
1. CONTRACTOR AND SUBCONTRACTORS SHALL VERIFY ALL UTILITY SERVICE CONNECTION LOCATIONS PRIOR TO SUBMITTING
BID AND PROCEEDING WITH WORK. IT IS RECOMMENDED THAT THE CONTRACTOR VISIT THE SITE AND VERIFY ALL
DIMENSIONS AND NOTES BEFORE SUBMITTING BID AND PROCEEDING WITH WORK.
2. SOIL AT THIS SITE IS UNDISTURBED ROCK AND SAND ADEQUATE OF SUPPORTING THE DESIGN LOAD OF 2000 P.S.F. IF
OTHER CONDITIONS ARE ENCOUNTERED, NOTIFY MORRISON HERSHFIELD BEFORE PROCEEDING WITH WORK. THIS VALUE
IS CONSIDERED SAFE WITH RESPECT TO ACTUAL FAILURE OF THE SUPPORTING GROUND, BUT DOES NOT NECESSARILY
ENSURE THE PREVENTION OF EXCESSIVE FOUNDATION MOVEMENTS.
3. IN ORDER TO AVOID ANY CONFLICTS, CONTRACTOR SHALL COORDINATE ALL HIS PRACTICAL TRADES.
4. THE POWER CABINET MUST BE CLEAR OF FLAMMABLE MATERIAL WITHIN 12 INCHES OF THE CABINET, INCLUDING ABOVE
THE CABINET.
5. THE POWER CABINET MUST BE MOUNTED ON THE FOUNDATION TO ALLOW WATER TO DRAIN FROM THE DRAIN OUTLET
AND AWAY FROM THE CABINET.
6. TO ENSURE SERVICEABLE ABILITY, THE DOORS OF CABINETS WILL REQUIRE AN OPENING RADIUS OF 36 INCHES OF
CLEARANCE FROM THE CLOSED POSITION TO THE OPEN POSITION.
SITE GENERAL NOTES
1. RESTORE EXISTING ASPHALT AND/OR CONCRETE COMPOUND TO IT'S ORIGINAL CONDITION.
2. CONTRACTOR SHALL DETECT AND MARK ANY UNDERGROUND LINES, PIPING, PRIOR TO START OF EXCAVATION.
PROJECT INFORMATION
1. THIS IS AN UNMANNED AND RESTRICTED ACCESS EQUIPMENT AND WILL BE USED FOR THE TRANSMISSION OF RADIO
SIGNALS FOR THE PURPOSE OF PROVIDING PUBLIC CELLULAR SERVICE.
2. THIS FACILITY WILL CONSUME NO UNRECOVERABLE ENERGY.
3. NO POTABLE WATER SUPPLY IS TO BE PROVIDED AT THIS LOCATION.
4. NO WASTE WATER WILL BE GENERATED AT THIS LOCATION.
5. NO SOLID WASTE WILL BE GENERATED AT THIS LOCATION.
6. T-MOBILE MAINTENANCE CREW (TYPICALLY ONE PERSON) WILL MAKE AN AVERAGE OF ONE TRIP PER MONTH AT ONE
HOUR PER VISIT.
IMPORTANT NOTICE
THE EXISTING CONDITIONS REPRESENTED HEREIN ARE BASED ON VISUAL OBSERVATIONS AND INFORMATION PROVIDED BY
OTHERS. MORRISON HERSHFIELD CORPORATION CANNOT GUARANTEE THE CORRECTNESS NOR COMPLETENESS OF THE
EXISTING CONDITIONS SHOWN AND ASSUMES NO RESPONSIBILITY THEREOF. CONTRACTOR AND HIS SUB -CONTRACTORS
SHALL VISIT THE SITE AND VERIFY ALL EXISTING CONDITIONS AS REQUIRED FOR PROPER EXECUTION OF PROJECT. REPORT
ANY CONFLICTS OR DISCREPANCIES TO THE CONSULTANT PRIOR TO CONSTRUCTION.
T 1VMo_a1 k
19807 NORTH CREEK PKWY N
BOTHELL, WA 98011
1
1
RYKA .;- CONSUL T.NG
PLANS PREPARED BY:
mri
MORRISON HERSHFIELD
600 STEWART STEEL, SUITE 200
SEATTLE, WA 98101
Tel: 206.268.7370
W Ww.morrlsonheirshfielcl.mm
MH PROJECT NUMBER: 202119200
REV.
DATE
ISSUED FOR
BY
A
01/21/21
SOX REVIEW
BA
0
02/22/21
10096 FINAL
LW
SET NOT TO BE USED FOR CONSTRUCTION
UNLESS SIGNED BY DESIGN PROFESSIONAL
AND STAMPED APPROVED BY MUNICIPALITY
SITE NAME:
EDMONDS WAY/PUD/
BERSCHURE
T-MOBILE SITE I.D.
SE01632A
SITE ADDRESS:
9726 EDMONDS WAY
EDMONDS, WA 98020
SHEET NAME: R (' I�/
GENERA�IQGTES
May 05 202
SHEET NUMBER: DEPARTMENT
T-2
C
NOTE:
THIS IS NOT A SURVEY. ALL INFORMATION AND TRUE NORTH HAVE
BEEN OBTAINED FROM EXISTING DRAWINGS AND JURISDICTIONAL
CIS INFORMATION AND ARE APPROXIMATE.
TAX PARCEL:
27033600118400
EXISTING
DRIVEWAY
(TYP)
T—MOBILE INSTALLATION
AT TOP OF POLE
EXISTING t60'—O"
STEEL UTILITY POLE
EXISTING SHRUB (TYP),
TAX PARCEL:
00391400001401
I
EXISTING T—MOBILE
I
F I
FENCED EQUIPMENT AREA
I
AT GROUND LEVEL
♦ TAX PARCEL:.
♦ _ _ 00391400001602
TAX PARCEL:
003914000111601
I
24"x36" SCALE: 1" = 20'-0"
11"x17" SCALE: 1" = 40'-0" 20 10 0 0.
LEGAL DESCRIPTION:
ABBREVIATED PER ASSESSOR RECORDS
EDMONDS HI WAY TRACTS BILK 000 D-00 LOT 1 LESS S/HWY TGW
EDT —LOTS 2 & 3 EXC S 65FT OF SO LOTS 2 & 3 & LESS S/HWY
(PER CITY EDM LOT AGGREGATION REC AF NO 9704210890)
TAX PARCEL: /
27033600107500--
TMO
N —�
19807 NORTH CREEK PKWY N
BOTHELL, WA 98011
1
1
RYKA .;- CONSUL T.NG
PLANS PREPARED BY:
mri
MORRISON HERSHFIELD
600 STEWART STEEL, SUITE 200
SEATTLE, WA 98101
Tel: 206.268.7370
www. morrison h ershfield.mm
MH PROJECT NUMBER: 202119200
REV.
DATE
ISSUED FOR
BY
A
01/21/21
90x REVIEW
BA
0
02/22/21
100x FINAL
LW
SET NOT TO BE USED FOR CONSTRUCTION
UNLESS SIGNED BY DESIGN PROFESSIONAL
AND STAMPED APPROVED BY MUNICIPALITY
ENGINEERING DIVISION SITE NAME:
APPROVED EDMONDS WAY/PUD/
95/08/2021 BERSCHURE
T—MOBILE SITE I.D.
RECEIVED SE01632A
May 05 2021 SITE ADDRESS:
9726 EDMONDS WAY
CITY OF EDMONDS EDMONDS, WA98020
DEVELOPMENT SERVICES
DEPARTMENT
SHEET NAME:
0 SITE PLAN
0
SHEET NUMBER:
Know what's below.
Call before you dig. A-1
SITE PLAN 11
FACE OF CURB E D M 0 N D S W A 1
EXISTING SHRUB
24"x36" SCALE: 3/16" = 1'-0"
11"07" SCALE: 3/32" = 1'-0" 4' 2' 0" 4
EXISTING HANDHOLE
(TYP)
T—MOBILE ANTENNAS AND 1
ANCILLARY EQUIPMENT ON POLE RF-1
W O RIGHT—OF—WAY _
EXISTING f60'—O"
STEEL UTILITY POLE
I
W W II W
N' W yIII�, W
N' y V 11 W W EXISTING T—MOBILE FEEDLINES
[(8) 7/8" COAX & (1) HCS 1.0 CABLE]
WITHIN UNDERGROUND CONDUIT, VERIFY ROUTE
�✓ w REMOVE ALL FEEDLINES
EXISTING
PARKING LOT � N' `7' I N' PROPOSED T—MOBILE FEEDLINES
[(2) HCS
2.01
ROUTED WITHIN EXISTING CONDUIT
EQUIPMENT AREA
NOTES: _
1. CONTRACTOR IS RESPONSIBLE FOR COMPLYING ®_
WITH ALL FEDERAL, STATE AND LOCAL CODES ® 0 0 ee -
2. CONTRACTOR IS RESPONSIBLE FOR PULLING ALL ®®y
REQUIRED PERMITS AND ARRANGING FOR ALL '
INSPECTIONS AND OBTAINING ALL APPROVALS
3. CONTRACTOR SHALL LOCATE AND MARK ANY
UNDERGROUND UTILITIES PRIOR TO EXCAVATION 19807 NORTH CREEK PKWYN
BOTHELL, WA 98011
1
N RYKA#CDNSU' T.NG
NOTES:
PLAN INFORMATION CONTAINED HEREIN IS TAKEN FROM
THE DOCUMENTS PROVIDED BY CLIENT. NEITHER
WARRANTY NOR GUARANTEE IS GIVEN BY THE ARCHITECT
NOR MORRISON HERSHFIELD CORPORATION TO THE
ACCURACY NOR THE COMPLETENESS OF THE COPIED
COMPOUND PLAN INFROMATION.
ENLARGED SITE PLAN 11
PLANS PREPARED BY:
mri
MORRISON HERSHFIELD
600 STEWART STEEL, SUITE 200
SEATTLE, WA 98101
Tel: 206.268.7370
ww W.morrlsonheirshfield.mm
MH PROJECT NUMBER: 202119200
REV.
DATE
ISSUED FOR
BY
A
01/21/21
90% REVIEW
BA
0
02/22/21
100% FINAL
LW
SET NOT TO BE USED FOR CONSTRUCTION
UNLESS SIGNED BY DESIGN PROFESSIONAL
AND STAMPED APPROVED BY MUNICIPALITY
NIL INAMIL:
EDMONDS WAY/PUD/
BERSCHURE
T—MOBILE SITE I.D.
S E01632A
SITE ADDRESS:
9726 EDMONDS WAY
EDMONDS, WA 98020
SHEET NAME:
ENLARKE-CLu'llAI
PLpOqNy 05 202
SHEET NUMBER: DEPARTMENT
A-1.1
EXISTING T—MOBILE
ACCESS GATE
EXISTING IRRIGATION
CONTROL VALVE
EXISTING WOOD FENCE
EXISTING T—MOBILE LEC---_
ROUTER TO BE
RELOCATED TO AAV CUBE*
EXISTING T—MOBILE
INTERNAL EQUIPMENT TO
BE REMOVED; EXISTING
FSMF IS DOCUMENTED AS
VERSION 102 & NOT
SUITABLE FOR RE —USE
EXISTING T—MOBILE TECH LIGHT
REMOVED
G T—MOBILE SURGE
ESSOR (ABOVE) TO BE REMOVED
E REPLACED/UPGRADED•
j
POWER I o
\ \\ CABINET
\ TO BE
\ REMOVED
I I I I >
ULTRASITE
TO BE
R IMOVEI
I
FUCA
�\ TO BE
REMOVED
J \\`jhIIL— J
0 EXISTING T—MOBILE GPS ANTENNAI
J
a I (1) TO BE RELOCATED,
(2) TO BE REMOVED
I EXISTING CRAWL SPACE -
ACCESS HATCH
I
I
EXISTING
CONCRETE
E
I PAD
I
EX
STING
B ILDING
24"x36" SCALE: 1/2" = V-0"
11"x17" SCALE: 1/4" = V—O" 2 1' 0" 2
EXISTING
BUILDING
BATTERY NOTE: NOTES:
(4) STRINGS OF (4) 116 CELLS TOTAL) OF VALVE REGULATED 1. CONTRACTOR IS RESPONSIBLE FOR COMPLYING
LEAD ACID BATTERIES (VRLA) WITH IMMOBILIZED ELECTROLYTE WITH ALL FEDERAL, STATE AND LOCAL CODES
TECHNOLOGY AT 2.34 GALLONS PER CELL. TOTAL ELECTROLYTE 2. CONTRACTOR IS RESPONSIBLE FOR PULLING ALL
VOLUME IS 37.44 GALLONS. AS THE TOTAL ELECTROLYTE REQUIRED PERMITS AND ARRANGING FOR ALL
VOLUME DOES NOT EXCEED 50 GALLONS, COMPLIANCE WITH INSPECTIONS AND OBTAINING ALL APPROVALS
INTERNATIONAL FIRE CODE SECTION 608 IS NOT REQUIRED. 3. CONTRACTOR SHALL LOCATE AND MARK ANY
N
UNDERGROUND UTILITIES PRIOR TO EXCAVATION
POWER UPGRADE NOTE:
EXISTING 100A AC SERVICE IS TO BE UPGRADED TO
200A PER SEPARATE ELECTRICAL SERVICE UPGRADE
SCOPE OF WORK/DESIGN, UNDER SEPARATE ELECTRICAL
PERMIT AS REQUIRED, TO BE INCLUDED IN NTP
SEE POWER SURVEY/UCR
*TO BE REPLACED/UPGRADE
PER POWER SURVEY/UCR BY
OTHERS, UNDER SEPARATE
COVER, TO BE INCLUDED IN
NTP & UNDER SEPARATE
ELECTRICAL PERMIT IF REQUIRED
EXISTING T—MOBILE TELCO
BOX (TYP OF 2)
TO BE REMOVED
EXISTING T-MOBILE SERVICE PANEL
TO BE REPLACED/UPGRADED*
EXISTING T-MOBILE GEN PLUG
(BELOW) TO BE REMOVED
EXISTING T—MOBILE
CABLE SUPPORT FRAME
TO REMAIN
EXISTING CONDUIT STUB —UP
(TYP OF 4) TO REMAIN
EXISTING T—MOBILE (8) 7/8"
COAX TO BE REMOVED
EXISTING T—MOBILE
EQUIPMENT MOUNTED TO
WALL (TYP) TO REMAIN
EXISTING T-MOBILE COVE
TO BE REMOVED
EXISTING T—MOBILE
EQUIPMENT H—FRAME
TO REMAIN
EXISTING T—MOBILE
ACCESS GATE
EXISTING IRRIGATION
CONTROL VALVE
I
EXISTING WOOD FENCE
HPL3 SSC WITH NEW CSR IXRe
ROUTER, (1) NEW FSMF, (2) AMA
WITH BASEBAND MODULES PER REDS
PROPOSED BATTERY
CABINET: SEE BATTERY NOTE
EXISTING EQUIPMENT PLAN 12 11 x17" SCALE: 1/46" SCALE: " = V-0" 2' 1, 0112'
** SEE UTILITY SCOPE OF WORK & POWER
-PROPOSED CAM LOC SURVEY/UCR BY OTHERS, UNDER SEPARATE
MOUNTED TO WOOD FENCE COVER, TO BE INCLUDED IN NTP & UNDER
SEPARATE ELECTRICAL PERMIT IF REQUIRED
**UPGRADED T—MOBILE METER
**RELOCATED LEC ROUTER
WITHIN MV CUBE
\\ **PROPOSED AAV CUBE
\ ON EXISTING UNISTRUT A-4
\ PROPOSED LED TECH LIGHT
( #RAB X43 OR APPROVED EQUAL
EXISTING
CONCRETE
PAD
EXISTING CRAWL SPACE
ACCESS HATCH TO REMAIN
I
I 1
HPL3 600A '
DC CABINET
\
1
A-5
I
HPL3
BATTERY
CABINET
I
E STING
B LDING
3' CLEAR
**PROPOSED EMERSON AC PANEL
WITH CAM LOC GENERATOR PLUG
EXISTING CONDUIT STUB —UP
(TYP OF 4)
EXISTING T—MOBILE
CABLE SUPPORT FRAME
EXISTING T—MOBILE EQUIPMENT
MOUNTED TO WALL (TYP)
EXISTING CRAWL SPACE
ACCESS HATCH TO REMAIN
PROPOSED T—MOBILE HCS 2.0
JUNCTION BOXES MOUNTED TO
EXISTING H—FRAME (TYP OR 2)
EXISTING T—MOBILE
EQUIPMENT H—FRAME
RELOCATED T—MOBILE
GPS ANTENNA
Hill `PROPOSED 24" WIDE ICE
BRIDGE 7'f TALL AS REQUIRED
(MINIMIZE HEIGHT)
PROPOSED 12"
GRIPSTRUT ON 2"0 POST
PROPOSED OVERHEAD FIBER
PATH FROM COVPs TO HPL3
EXISTING
BUILDING
T mo_a s
N
19807 NORTH CREEK PKWY N
BOTHELL, WA 98011
1
1
RYKA .;- CONSUL T.NG
NOTES:
PLAN INFORMATION CONTAINED HEREIN IS TAKEN FROM
THE DOCUMENTS PROVIDED BY CLIENT. NEITHER
WARRANTY NOR GUARANTEE IS GIVEN BY THE ARCHITECT
NOR MORRISON HERSHFIELD CORPORATION TO THE
ACCURACY NOR THE COMPLETENESS OF THE COPIED
COMPOUND PLAN INFROMATION.
PROPOSED EQUIPMENT PLAN 11
PLANS PREPARED BY:
mri
MORRISON HERSHFIELD
600 STEWART STEEL, SUITE 200
SEATTLE, WA 98101
Tel: 206.268.7370
www. morrison h ershfield.mm
MH PROJECT NUMBER: 202119200
REV.
DATE
ISSUED FOR
BY
A
01/21/21
90x REVIEW
SA
0
02/22/21
100x FINAL
LW
SET NOT TO BE USED FOR CONSTRUCTION
UNLESS SIGNED BY DESIGN PROFESSIONAL
AND STAMPED APPROVED BY MUNICIPALITY
SITE NAME:
EDMONDS WAY/PUD/
BERSCHURE
T—MOBILE SITE I.D.
SE01632A
SITE ADDRESS:
9726 EDMONDS WAY
EDMONDS, WA 98020
SHEET NAME:
EQ6WE4MIVE4
PLAH§ 05 202 11
SHEET NUMBER: DEPARTMENT
A-1.2
TIP HEIGHT OF EXISTING T-MOBILE ANTENNAS TIP HEIGHT OF T-MOBILE ANTENNAS
t74'-6" AGL N n EXISTING T-MOBILE PANEL ANTENNA }7q'_6" AGL
(TYP OF 2, 1 PER SECTOR)
II II TO BE REMOVED
/L RAD CENTER OF EXISTING T-MOBILE ANTENNAS II
t72'-0" AGL
II BRAD CENTER OF PROPOSED T-MOBILE ANTENNAS
f70 -6 AGL
EXISTING T-MOBILE DIPLEXER
—EXISTING T-MOBILE TMA'S
(TYP OF 8, 4 PER SECTOR)-1
II MOUNTED BEHIND ANTENNAS
TO BE REMOVED -
OF
TO BE REMOVED
TO
EXISTING T-MOBILE FXFB RRU
--
==
EXISTING T-MOBILE FRIG RRU
(TYP OF 2)
(TYP OF 2, 1 PER SECTOR)
TO BE REMOVED
TO BE REMOVED
2HAT F T-MOBILE ANTENNAS
LO
f6P 1H-E7IG
EXING POLE
POLE
tP '-O0F "
f'-O0F " AGING
EXISTING T-MOBILE COVP
TO BE REMOVED
RAD CENTER OF PROPOSED
T-MOBILE ANTENNAS
t60'-0" AGL
EXISTING T-MOBILE ANTENNA
MOUNT TO REMAIN
STEELTIUTILITY POLE I EXISTING TY POLE
STEEL UTILITY POLE
EXISTING T-MOBILE FEEDLINES PROPOSED T-MOBILE FEEDLINES
[(8) 7/8" COAX & (1) HCS 1.0 CABLE] [(2) HCS 2.01
ROUTED WITHIN POLE ROUTED WITHIN POLE
REMOVE ALL FEEDLINES
EXISTING TRANSFORMER
EXISTING OVERHEAD CABLE (TYP)
EXISTING CONDUIT
EXISTING T-MOBILE
(TYP OF 4)
EQUIPMENT AREA
_
EXISTING BUILDING
EXISTING T-MOBILE METER
(TYP)
-LLLLLLLLLL
_LLLL LLLLLH TO BE UPGRADED; SEE
_LLLLLLLLLL
_LL LLLLL LLLL EXISTING T-MOBILE
POWER UPGRADE NOTES
EQUIPMENT AREA
LLLLLLLLLLLLLLLLLLLLLLLLL
-
LLLLLLLLLLLLLLLLLLLLLLLLLL
- UPGRADED
-
LLLLLLLLLLLLLLLLLLLLLLLLLLL
- T-MOBILE METER
- - O
- O
h GRADE
} GRADE
ASSUMED 0'-0"
� ASSUMED 0'-0"
R
PROPOSED T-MOBILE PANEL ANTENNA
(TYP OF 2, 1 PER SECTOR) A-3
U PROPOSED T-MOBILE AHLOA RADIO 5
(TYP OF 2, 1 PER SECTOR)
A-3
PROPOSED T-MOBILE AHFIG
�(TYP OF 2, 1 PER SECTOR)
RADIOe
A-3
J PROPOSED T-MOBILE AEHC
I
3
ANTENNA (MASSIVE-MIMO)
R„ (TYP OF 2, 1 PER SECTOR)
A-3
EXISTING T-MOBILE
ANTENNA MOUNT
NOTES:
1. INFORMATION CONTAINED HEREIN IS TAKEN
FROM THE DOCUMENTS PROVIDED BY CLIENT.
NEITHER WARRANTY NOR GUARANTEE IS GIVEN
BY THE ARCHITECT NOR MORRISON
HERSHFIELD CORPORATION TO THE ACCURACY
NOR THE COMPLETENESS OF THE COPIED
ELEVATION INFORMATION.
2. NO WORK SHALL COMMENCE WITHOUT THE
APPROVED ANTENNA MOUNT STRUCTURAL
ANALYSIS REPORT SIGNED AND SEALED BY A
LICENSED PROFESSIONAL ENGINEER UNDER
SEPARATE COVER. IF REQUIRED, THE
CONTRACTOR SHALL MODIFY ANTENNA MOUNTS
AS INDICATED IN THE ABOVE MENTIONED
STRUCTURAL REPORT OR ASSOCIATED
MODIFICATION DESIGN DRAWINGS.
EXISTING TRANSFORMER
EXISTING OVERHEAD CABLE (TYP)
EXISTING CONDUIT
(TYP OF 4)
EXISTING BUILDING
(TYP)
ENGINEERING DIVISION
APPROVED.
05/08/2021
T .Moi ll s
19807 NORTH CREEK PKWY N
BOTHELL, WA 98011
1
1
RYKA .;- CONSUL T.NG
PLANS PREPARED BY:
mri
MORRISON HERSHFIELD
600 STEWART STEEL, SUITE 200
SEATTLE, WA 98101
Tel: 206.268.7370
v .morrlsonhershfield.mm
MH PROJECT NUMBER: 202119200
REV.
DATE
ISSUED FOR
BY
A
01/21/21
90x REVIEW
BA
0
02/22/21
100x FINAL
LW
SET NOT TO BE USED FOR CONSTRUCTION
UNLESS SIGNED BY DESIGN PROFESSIONAL
AND STAMPED APPROVED BY MUNICIPALITY
SITE NAME:
EDMONDS WAY/PUD/
BERSCHURE
T-MOBILE SITE I.D.
SE01632A
SITE ADDRESS:
9726 EDMONDS WAY
EDMONDS, WA 98020
SHEET NAME: R E c E I�[
TOWERFRQFfLES
May 05 202
SHEET NUMBER: DEPARTMENT
2
C
24"x36" SCALE: 1/4" = 1'-O"
11"x17" SCALE: 1/8" = 1'-O" 4' 3' 2 1 0 4'
EXISTING TOWER PROFILE 1 2 1 11�07" SALE: 1/8" = 4' 3' 2' 1' 0" 4
PROPOSED TOWER PROFILE 1 1
ANILNNA IILI BNACKLI (_A
BY ANTE
PIPE MOUNTING BRACKETS
BY ANTENNA MFRM
MOUNTING HARDWARE
PROVIDED BY EQUIPMENT
MFR
MANUFACTURER: NOKIA
MODEL: AHLOA RADIO
WEIGHT: 83.8 LEIS
DIMENSIONS (HxWxD): 22.1"x12.1%7.4"
FREQUENCY: REFER TO RF DATA SHEET
NOTE:
MOUNT PER MANUFACTURER'S SPECIFICATIONS
MANUFACTURER: NOKIA
MODEL: AHFIG RADIO
WEIGHT: 79.4 LBS
DIMENSIONS "" " HXWxD : 27.6x 13.4x 5.6
( )
e
®--
ee
o k
FREQUENCY: REFER TO RF DATA SHEET
NOTE:
19807 NORTH CREEK PKWY N
MOUNT PER MANUFACTURER'S SPECIFICATIONS
BOTHELL, WA 98011
13.4" -
m
1
RYKA
1
.;- CONSUL T.NG
PANEL
ANTENNA
TOP
TOP ISOMETRIC
MOUNTING PIPE
PIPE
7.4"
\
ANCILLARY EQUIPMENT
c
N N
N N
N N
FRONT SIDE
NOTE:
MOUNT UNIT PER MANUFACTURER'S RECOMMENDATIONS
FRONT SIDE
SCALE NTS
TYP ANTENNA MOUNTING
7
SCALE: NTS
11 x17" TYP RADIO MOUNTING
6
SCALE: NTS
11 AHLOA
5
11 x17" Ste: NTS AHFIG
141
111"x17" SCALE: NTS
SCALE: NTS
x17" SCALE: NTS
MANUFACTURER: NOKIA
MODEL, NOKIA AIRSCALE MAA 64T64R 192AE 841 320W AEHC
WEIGHT: 108 LBS (W/O MOUNTING BRACKETS)
DIMENSIONS: 38.2" x 21.5" x 5.9"
FREQUENCY: REFER TO RF DATA SHEET
TOP
5.9"
2.
FRONT SIDE
N
N
rn
25.197"
TOP
N
V
m
25.197"
FRONT
MANUFACTURER: COMMSCOPE
MODEL: FFVV-65C-R3-V1
WEIGHT: 124.561 LBS (WITHOUT MOUNTING KIT)
DIMENSIONS (LxWxD): 95.945" x 25.197" x 9.252"
FREQUENCY: REFER TO RF DATA SHEET
9.252"
SIDE
PLANS PREPARED BY:
mri
MORRISON HERSHFIELD
600 STEWART STEEL, SUITE 200
SEATTLE, WA 98101
Tel: 206.268.7370
v .morrlsonhershfield.mm
MH PROJECT NUMBER: 202119200
REV.
DATE
ISSUED FOR
BY
A
01/21/21
90x REVIEW
BA
0
02/22/21
100x FINAL
LW
SET NOT TO BE USED FOR CONSTRUCTION
UNLESS SIGNED BY DESIGN PROFESSIONAL
AND STAMPED APPROVED BY MUNICIPALITY
SITE NAME:
EDMONDS WAY/PUD/
BERSCHURE
T-MOBILE SITE I.D.
SE01632A
SITE ADDRESS:
9726 EDMONDS WAY
EDMONDS, WA 98020
SHEET NAME:
CON, Ed
DETAIL805 202
SHEET NUMBER: DEPARTMENT
A-3
C
11"x17" SCALE: NTS AEHC ACTIVE ANTENNA/RADIO NTS AEHC ACTIVE ANTENNA/RAD10133 11� 17" SCALE, NTS ANTENNA SPECIFICATIONS12 1 11"x17�� SCALE: NTSSCALE: NTS ANTENNA SPECIFICATIONS12 1 11"x17�� SCALE: NTS
NOT USED 111"x17 SCALE: NTS NOT USED1"x17" NTS NOT USED1
GALV. BOX FRAME
PART OF CABINET
OR PLINTH
NOTE:
EQUIPMENT CABINET(S) TO BE
MECHANICALLY ATTACHED PER
MANUFACTURER'S RECOMMENDATIONS
(4) 5/8"0 HILTI KB—TZ EXPANSION
BOLTS (4-1/8" EMBED) INTO CONC
CONC SLAB
SCALE: NTS
11 x137" SCALE: WS CABINET ATTACHMENT 171
RRIJ
END
POWER CORD
DLG FLEX
CONNECTORS
NV/ BOOT
XX
CABLE LENGTH
PENDANT
END
HOLC CONNECTOR -'
MANUFACTURER: NWS
MODEL: —
WEIGHT: 1.61 LB/FT
DIMENSIONS: 10.2"x 16.0"x3.2"
0
ro
10.2"
MOUNTING KIT
BY MFR
PIPE
111"x17" SCALE: NTS NOT USED 161 11 SCALE: NTS 17" SCALE: NTS HCS 2.0 JUMPER CABLE 15 11SCALE: NTS 1�07" SCALE: N S HCS 2.0 PENDANT 141
0
0
N
22.9"
PLAN VIEW
3.0"
FRONT VIEW
HEAT
EXCHANGER
ANGER
HEAT
XCHANGER
MANUFACTURER: CHARLES
MODEL: CUBE RL1003AB—A
WEIGHT: 260 LBS
DIMENSIONS: 22.9"x 2 6.3"x 2 0. O"
INSTALL PER MFR SPECIFICATIONS
20.0"
RIGHT VIEW
MANUFACTURER: RAYCAP
MODEL' —
WEIGHT: 21.9 LBS
DIMENSIONS: 14.0"x 16.0"x8.0"
NOTE:
MOUNTING KIT BY MFR
14.0" 8.0"
o
FRONT VIEW RIGHT VIEW
T mm��s
19807 NORTH CREEK PKWY N
BOTHELL, WA 98011
1
1
RYKA .;- CONSU' T.NG
PLANS PREPARED BY:
mri
MORRISON HERSHFIELD
600 STEWART STEEL, SUITE 200
SEATTLE, WA 98101
Tel: 206.268.7370
v .morrlsonhemhfield.com
MH PROJECT NUMBER: 202119200
REV.
DATE
ISSUED FOR
BY
A
01/21/21
SOX REVIEW
SA
0
02/22/21
100x FINAL
LW
SET NOT TO BE USED FOR CONSTRUCTION
UNLESS SIGNED BY DESIGN PROFESSIONAL
AND STAMPED APPROVED BY MUNICIPALITY
SITE NAME:
EDMONDS WAY/PUD/
BERSCHURE
T—MOBILE SITE I.D.
SE01632A
SITE ADDRESS:
9726 EDMONDS WAY
EDMONDS, WA 98020
SHEET NAME:
CONII
DETAIL805 202
SHEET NUMBER: DEPARTMENT
A-4
C
24"x36" SCALE: NTS
11"07" SCALE: NTS
AAV CUBE 1 3 111 24"%36p SCALE: NTS
NOT USED 12 111 x17" SCALE: NTS H24:0CS 2.0 JUNCTION BOX 11
MANUFACTURER: PURCELL SYSTEMS INC
MODEL: HPL3600A DC CABINET
WEIGHT: 430 LBS (WITHOUT EQUIPMENT)
DIMENSIONS : 30.0"x4 8.0"x 72.0"
NOTE:
• ADDITIONAL KNOCKOUTS MAY BE REQUIRED
AND CAN BE DRILLED ON SITE AS NECESSARY.
FOR CABINETS STARTING AT 501 THERE WILL
BE A TOTAL OF (8) KNOCKOUTS (2)
HORIZONTAL ROWS OF (4)
RACK ASSIGNMENT
RACK
RU SLOT
DESCRIPTION
a
0
15
3RD AIRSCALE
14
13
12
FIBER MUX
11
10
2ND AIRSCALE
9
8
7
FIBER MUX
6
5
1ST AIRSCALE
4
3
2
FIBER MUX
1
RECTIFIER SHELF
0
m
16
AAV
15
CSR
14
13
4TH AIRSCALE
12
11
10
FIBER MUX
9
3RD LEGACY
BBU
8
7
6
2ND LEGACY
BBU
5
4
3
1ST LEGACY
BBU
2
1
N
N
r
ISO
VIEW
FRONT
VIEW
30"
4X .875 0 HOLES FOR HPL3 AND
EXPANSION CABINET 2—STRING
BATTERY RACK MOUNTING POINTS
0o 00
o
0 O C
O O
4X .875 0 HOLES FOR HPL3
4—STRING BATTERY RACK
MOUNTING POINT
SHIPPING HOOKS TO BE
REMOVED AFTER CABINET
INSTALL
CORRECT KNOCKOUT TOOL
REQUIRED FOR PUNCHING
KNOCKOUTS; DO NOT DRILL
KNOCKOUTS THROUGH
SKU# 34038 PURCELL 2"
PLINTH (OPTIONAL)
FIBER ROUTE OPTION 1:—
IT IS STRONGLY
RECOMMENDED TO USE
THESE (4) KNOCKOUTS
TO & FROM COVP WITH
WATER —TIGHT LB OR
GROMMET
N
SKU# 34038 PURCELL
2" PLINTH
PLAN VIEW
PLAN
VIEW
$„ 32„ 8„
L i
00 000
00 000
O
01
oo
8g
88
88 0
0
0
RIGHT VIEW
(6) KNOCKOUTS LOCATED
INCONVENIENTLY FROM
INTERNAL AIRSCALE EQUIPMENT
& ARE NOT FEASIBLE. SEE
FIBER ROUTE OPTION 1.
KNOCKOUT FOR ETHERNET
FOR ALARMS
KNOCKOUTS FOR
BATTERY WIRES
4X .75 0 HOLES FOR HPL3
AND EXPANSION CABINET
CORNER MOUNTING POINTS
SKU# 34038 PURCELL
2" PLINTH
SIDE VIEW
(4x) 5/8"0 FOR
BATTERY MOUNTING
(4x) 5/8"0 FOR
CABINET ANCHORAGE
••
•0
BACK VIEW
ALL DC POWER CABLES (BLUE)
TO BE ROUTED AT THE LEFT
SIDE OF THE CABINET
28"
2 3/4
22 1/2"
MOUNTING FOOTPRINT
AIRS,
BASEE
FIBER ROUTE OPTION 2:
REAR KNOCKOUTS CAN BE
UTILIZED FOR BOTTOM
FIBER ROUTING FROM
COVP TO AIRSCALE IF
OPTION 1 IS UNAVAILABLE.
ALPHA
(48 BREAKER
(8) 2" KNOCKOUTS INTENDED FOR
POWER, TELCO, & BOTTOM FIBERS
TO COVP; ALL INCOMING CABLING
TO BE IN RIGID OR FLEXIBLE
CONDUIT WITH AN LB
ANY OF THE BOTTOM KNOCKOUTS CAN
BE USED FOR THE AC POWER FEED
CSR F
INTERNAL ROUTING
FRONT
VIEW
(OPEN)
FIBER
KNOCKOUT
FIBER CABLES
(YELLOW)
19" RACK
ADAPTER
ALL FIBER CABLES
(YELLOW) TO BE
ROUTED AT THE RIGHT
SIDE OF THE CABINET
FIBER MUX/
DEMUX
T Mok.P__%
19807 NORTH CREEK PKWY N
BOTHELL, WA 98011
1
1
RYKA .;- CONSU' T.NG
PLANS PREPARED BY:
mri
MORRISON HERSHFIELD
600 STEWART STEEL, SUITE 200
SEATTLE, WA 98101
Tel: 206.268.7370
W Ww.morrlsonheirshfield.mm
MH PROJECT NUMBER: 202119200
REV.
DATE
ISSUED FOR
BY
A
01/21/21
90x REVIEW
BA
0
02/22/21
100x FINAL
LW
SET NOT TO BE USED FOR CONSTRUCTION
UNLESS SIGNED BY DESIGN PROFESSIONAL
AND STAMPED APPROVED BY MUNICIPALITY
RECTIFIERS (10
SITE NAME:
POSITIONS)
EDMONDS WAY/PUD/
BERSCHURE
T—MOBILE SITE I.D.
SE01632A
AIRSCALE
BASEBAND
SITE ADDRESS:
9726 EDMONDS WAY
EDMONDS, WA 98020
LEGACY
BASEBAND
SHEET NAME:
ik
CON �FV
DETAIL805 202
SHEET NUMBER: DEPARTMENT
A-5
C
J
24"x36" SCALE: NTS
11"07" SCALE: NTS
PURCELL HPL3 600A DC POWER CABINET SPECIFICATIONS 1 1
JAUFA TURER: PUR ELL V TEM IN
EL: HPL3 LARGE BATTERY CABINET
GHT:350LBS (WITHOUT EQUIPMENT)
N S I O N S: 30.0"x31.6"x60.4"
NOTE:
• WIRES RUN THROUGH PROVIDED
KNOCKOUT. FOLLOW PROPER
INSTALLATION OF GASKET BEFORE MATING
THE 2 CABINETS
4X .875 0 HOLES FOR HPL3 AND
EXPANSION CABINET 2—STRING
BATTERY RACK MOUNTING POINTS
4X .875 0 HOLES FOR HPL3
4—STRING BATTERY RACK
MOUNTING POINT
SKU# 34038 PURCELL
2" PLINTH
PLAN VIEW
4X .75 0 HOLES FOR HPL3
AND EXPANSION CABINET
CORNER MOUNTING POINTS
SKU# 34038 PURCELL
2" PLINTH
SIDE VIEW
O
m
N
KNOCKOUT F
ETHERNET F
ALAS
KNOCKOUTS FOR
BATTERY WIRES
SHIPPING HOOKS TO BE
REMOVED AFTER CABINET
INSTALL
ORRECT KNOCKOUT TOOL
EQUIRED FOR PUNCHING
NOCKOUTS. DO NOT DRILL
NOCKOUTS THROUGH
SKU# 34038 PURCELL 2" PLINTH
(OPTIONAL)
BATTERY
BRACKETS
BATTERY
VIBRATION
MOUNTS
30"
T .MOB, s
FOR CABINET
19807 NORTH CREEK PKWY N
BOTHELL, WA 98011
1
1
RYKA .;- CONSU' T.NG
PLANS PREPARED BY:
mri
MORRISON HERSHFIELD
600 STEWART STEEL, SUITE 200
SEATTLE, WA 98101
Tel: 206.268.7370
W Ww.morrlsonhemhfield.mm
MH PROJECT NUMBER: 202119200
REV.
DATE
ISSUED FOR
BY
A
01/21/21
90x REVIEW
BA
0
02/22/21
100x FINAL
LW
USED FOR CONSTRUCTION
BY DESIGN PROFESSIONAL
ffTA'ITIEDPPROVED BY MUNICIPALITY
SITE NAME:
EDMONDS WAY/PUD/
BERSCHURE
T—MOBILE SITE I.D.
BATTERY SE01632A
ELVES, UP TO
DAH
SITE ADDRESS:
9726 EDMONDS WAY
EDMONDS, WA 98020
SHEET NAME:
CON,rdIW
DETAILL805 202
SHEET NUMBER: DEPARTMENT
A-6
C
24"x36" SCALE: NTS
11"x17" SCALE: NTS
PURCELL HPL3 LARGE BATTERY CABINET SPECIFICATIONS 1 1
MANUFACTURER: NOKIA
MODEL: ASIB MODULE
DIMENSIONS: 8.6"04.2%1.7"
WEIGHT: 6.4 LBS
�
-
ww
,l
PROPOSED ASIB LOCATED
WITHIN AMIA RACK
MANUFACTURER: NOKIA
MODEL: ABIA MODULE
DIMENSIONS: 8.6"x14.2"x1.1 "
WEIGHT: 4.6 LBS
re
iiiiii
i iC'-G-
�w .. w
mow, w w,
Pew s.
�"��• til I w!w
` PROPOSED ABIA LOCATED
WITHIN AMIA RACK
MANUFACTURER: NOKIA
MODEL: ABIL MODULE
DIMENSIONS: 8.6"04.2"0.1 "
WEIGHT: 4.4 LBS
SFP28
S-RF1 S-RF2
000000000000000000000 Do 0o go 0 0. 000o0000oo00o0o00000o0000 00
00000 00 0
0000000$00000000 0 0 00 0
S-RF1 S-RF2
QSFP28
I
O
PROPOSED ABIL LOCATED
WITHIN AMIA RACK
I?"x7" 24"x36" SCALE: NITS 24"x36 SCALE: NITS
1 1SCALE: NTS AS I B161 11 "x17" SCALE: NTS ABIA 5 11 "x17" SCALE: NITS ABIL 141
MANUFACTURER: NOKIA
MODEL: ABIC MODULE
DIMENSIONS: 8.6"x14.2"x1.7"
WEIGHT: 5.8 LBS
RF2 RF4 RF6 RF8
RF1 RF3 RF5 RF7 RF9
MANUFACTURER: NOKIA
MODEL: ASIK MODULE
DIMENSIONS: 8.6"x14.2"x1.,
WEIGHT: 6.6 LBS
•••••�••:••� • • • •Z•IQ•I•UI•U;� 1111 � �T• � � �1 � � 11 � � � � � •'• � � . _'!
O iii »
PROPOSED ASK LOCATED
WITHIN AMIA RACK
T Mo all IQ
19807 NORTH CREEK PKWY N
BOTHELL, WA 98011
1
1
RYKA .;- CONSUL T.NG
PLANS PREPARED BY:
mri
MORRISON HERSHFIELD
600 STEWART STEEL, SUITE 200
SEATTLE, WA 98101
Tel: 206.268.7370
W Ww.morrlsonheirshfielcl.mm
MH PROJECT NUMBER: 202119200
REV.
DATE
ISSUED FOR
BY
A
01/21/21
90x REVIEW
BA
0
02/22/21
100x FINAL
LW
SET NOT TO BE USED FOR CONSTRUCTION
UNLESS SIGNED BY DESIGN PROFESSIONAL
AND STAMPED APPROVED BY MUNICIPALITY
SITE NAME:
EDMONDS WAY/PUD/
BERSCHURE
T—MOBILE SITE I.D.
SE01632A
SITE ADDRESS:
9726 EDMONDS WAY
EDMONDS, WA 98020
SHEET NAME
DETAIL805 202
SHEET NUMBER: DEPARTMENT
7
24"x36" SCALE: NTS
11"x17" SCALE: NTS
ABI 3 24"x36" SCALE: NTS
l� 11"x17" SCALE: NTS
NOT USED 1 2 1 11"x17= SCALE: Nn
ASK 1 1
MANUFACTURER: NOKIA
MODEL: AMIA
DIMENSIONS: 5.1 "X1 5.7"X1 7.6"
WEIGHT: 11.2 LBS
MANUFACTURER: NOKIA
MODEL: FSMF MODULE 176"
DIMENSIONS: 5.2"x17.6"x16.5"
WEIGHT: 25.3 LBS
NOTE:
FSMF SHALL BE PLACED WITHIN
RADIO CABINET PER T—MOBILE fD
REQUIREMENTS
N
SIDE TOP
INN
�. a 11.�1�11.1�11.11�I:I�IL�I,i1�.� �LI ILI�I�.I�IL�LI'�a
�i�j� ��:I U.I �I:I 1.1 I�.I �I.I ILI Uil ILIU.I i II Illl�a
111 if,_Illall:I N
OPTIONAL POWER
DISTRIBUTION OPTIONAL CAPACITY OPTIONAL TRANSPORT
SUB —MODULE EXTENSION SUB —MODULE SUB —MODULE
MANUFACTURER: NOKIA
MODEL: IXR-E MODULE
DIMENSIONS: 17.25"x 10.0"x 1 .75"
WEIGHT: TBD
MMww1WW 9iw W*7W www
11=:17" SCALE: NITS AMIA 16 " SCALE: NITS 111 x17" SCALE: NITS FSMF 15 111SCALE: NITS x17" SCALE: NITS IXRx36" SCALE: NITS -E 14
T Mobile
19807 NORTH CREEK PKWY N
BOTHELL, WA 98011
RYKCDNSULTING
PLANS PREPARED BY:
mri
MORRISON HERSHFIELD
600 STEWART STEEL, SUITE 200
SEATTLE, WA 98101
Tel: 206.268.7370
www. morrison h ershfield.00m
MH PROJECT NUMBER: 202119200
REV. DATE I ISSUED FOR BY
A 01/21/21 90% REVIEW BA
0 02/22/21 100% flNAL LW
SET NOT TO BE USED FOR CONSTRUCTION
UNLESS SIGNED BY DESIGN PROFESSIONAL
AND STAMPED APPROVED BY MUNICIPALITY
SITE NAME:
EDMONDS WAY/PUD/
BERSCHURE
T—MOBILE SITE I.D.
S E01632A
SITE ADDRESS:
9726 EDMONDS WAY
EDMONDS, WA 98020
SHEET NAME:
CON rdw
DETAILS05 202
SHEET NUMBER: DEPARTMENT
All
"x" SCALE: NITS NOT USED 1 3 1 11"x24 �17SCALE: NITS
"
SCALE: NTS
11 x1717" SCALE: NITS
SCALE: NITS
NOT USED 1 2 1 11".17"24" SCALE: NITS NOT USED 11
EXISTING ANTENNA AND COAX SCHEDULE REDS ANCHOR VERSION 4, DATED 01/15/2
SECTOR ALPHA
AZIMUTH
RAD CENTER
NUMBER OF
VENDOR
MODEL
NUMBER OF
FEEDERS
FEEDER TYPE
FEEDERANTENNAS
LENGTH
ADDITIONAL EQUIPMENT
(1) FRIG
Al
60'
72'-0"
1
ANDREW
TMZXXX-6516-A3M (HEX)
4
7/8"
135't
(2) FXFB
(2) DUAL TMA
(4) DIPLEXERS
SECTOR BETA
AZIMUTH
RAD CENTER
NUMBER OF
VENDOR
MODEL
NUMBER OF
FEEDER TYPE
FEEDER
ADDITIONAL EQUIPMENT
ANTENNAS
FEEDERS
LENGTH
(1) FRIG
4
7/8"
135'f
(1) TWIN TMA
B1
310'
72'-0"
1
ANDREW
TMZXXX-6516-A3M (HEX)
(4) DIPLEXERS
1
HCS 1.0 CABLE
175't
(1) COVP
EXISTING T-MOBILE FRIG RADIO
(TYP OF 2, 1 PER SECTOR)
TO BE REMOVED
EXISTING T-MOBILE PANEL ANTENNA
[ANDREW TMZXXX-6516-A3M (HEX)]
q� 6� TO BE REMOVED
9
J EXISTING T-MOBILE TWIN TMA
MOUNTED BEHIND ANTENNAS
81 / TO BE REMOVED Q�,P
i " 1113
Al
EXISTING T-MOBILE COVP (BELOW)
TO BE REMOVED `
EXISTING T-MOBILE DIPLEXER EXISTING T-MOBILE PANEL ANTENNA
MOUNTED (BELOW) [ANDREW TMZXXX-6516-A3M (HEX)]
(TYP OF 8, 4 PER SECTOR) TO BE REMOVED
TO BE REMOVED
EXISTING T-MOBILE DUAL TMA's
MOUNTED BEHIND ANTENNAS
(TYP OF 2)
TO BE REMOVED
EXISTING t60'-O"
STEEL UTILITY POLE EXISTING T-MOBILE FXFB RADIO
(TYP OF 2)
TO BE REMOVED
EXISTING T-MOBILE ANTENNA
MOUNT TO REMAIN
RAD CENTER 72'-0"
D21 3:48:16 PM
PROPOSED ANTENNA AND COAX SCHEDULE REDS ANCHOR VERSION 4, DATED 01/15/2021 3:48:16
SECTOR ALPHA
AZIMUTH
RAD CENTER
NUMBER OF
ANTENNAS
VENDOR
MODEL
NUMBER OF
FEEDERS
FEEDER TYPE
FEEDER
LENGTH
ADDITIONAL EQUIPMENT
Al
60'
70'-6"
1
COMMSCOPE
FFW-65C-R3-V1 (OCTO)
_
_
_
(1) AHFIG RADIO
(1) AHLOA RADIO
A2
60'
60'-0"
1
NOKIA
AEHC ACTIVE ANTENNA
SECTOR BETA
AZIMUTH
RAD CENTER
NUMBER OF
ANTENNAS
VENDOR
MODEL
NUMBER OF
FEEDERS
FEEDER TYPE
FEEDER
LENGTH
ADDITIONAL EQUIPMENT
B1
310'
70'-6"
1
COMMSCOPE
FFW-65C-R3-V1 (OCTO)
2
HCS 2.0 CABLES
175't
(1) AHFIG RADIO
(1) AHLOA RADIO
B2
310'
1 60'-0"
1
NOKIA
AEHC ACTIVE ANTENNA
NOTES:
1. ALL PROPOSED EQUIPMENT IS LOW VOLTAGE, DC POWER
2. COORDINATE WITH CONSTRUCTION MANAGER FOR CURRENT REDS PRIOR TO CONSTRUCTION
3. CABLE LENGTH IS APPROXIMATE. CONTRACTOR TO FIELD VERIFY CABLE LENGTHS PRIOR TO ORDERING,
FABRICATION, OR INSTALLATION OF CABLES.
4. NO WORK SHALL COMMENCE WITHOUT THE APPROVED ANTENNA MOUNT STRUCTURAL ANALYSIS REPORT (SIGNED
AND SEALED) PROVIDED UNDER SEPARATE COVER.
2ePROPOSED T-MOBILE PANEL ANTENNA
A-3 [COMMSCOPE FFW-65C-R3-Vl (OCTO)]
5 PROPOSED T-MOBILE AHLOA RAC
BELOW ANTENI
A-3 (TYP OF 2, 1 PER SECTO
EXISTING ff
STEEL UTILITY
EXISTING T-
ANTENNA MOUNT
Q3 PROPOSED T
A-3 AEHC i
EXI
STEE
EXIS',,,.,
ANTENNA MOUNT
RAD CENTER 70'-6"
RAD CENTER 60'-0"
Re 11
P�
YPROPOSED T-MOBILE PANEL ANTENNA 2
[COMMSCOPE FFW-65C-R3-V1 (OCTO)] A-3
PROPOSED T-MOBILE AHFIG RADIO
BELOW ANTENNA 4
(TYP OF 2, 1 PER SECTOR) A-3
PROPOSED T-MOBILE
AEHC ANTENNA Ko
P�Q 6d
PM
T .MOIL s
19807 NORTH CREEK PKWY N
BOTHELL, WA 98011
1
1
RYKA .;- CONSU' T.NG
PLANS PREPARED BY:
mri
MORRISON HERSHFIELD
600 STEWART STEEL, SUITE 200
SEATTLE, WA 98101
Tel: 206.268.7370
www. morrison h ershfield.mm
MH PROJECT NUMBER: 202119200
REV.
DATE
ISSUED FOR
BY
A
01/21/21
90x REVIEW
BA
0
02/22/21
100x FINAL
LW
SET NOT TO BE USED FOR CONSTRUCTION
UNLESS SIGNED BY DESIGN PROFESSIONAL
AND STAMPED APPROVED BY MUNICIPALITY
SITE NAME:
EDMONDS WAY/PUD/
BERSCHURE
T-MOBILE SITE I.D.
SE01632A
SITE ADDRESS:
9726 EDMONDS WAY
EDMONDS, WA 98020
SHEET NAME
CONFIGN,�LbPA2
SHEET NUMBER: DEPARTMENT
RF-1
24"x36" SCALE: 3/4" = 1'-0"
11"07" SCALE: 3/8" = 1'-0" 1' 6" 0" 1
EXISTING ANTENNA LAYOUT 12 111�07" SCALE: 3/8" = -0" 1011.
PROPOSED ANTENNA LAYOUT 11
Configuration 50091EZ_SR_U21
For 5G and LTE Airscale BB dimensioning refer to Finer Port matrices.
(Alpha, Beta & Gamma)
AEH
LTE+SG
Top
Ground
FDD - M idband
64 (L2100) - 20 MHz
41HQ lAd
rjssrve Antenna
B2 (L1900) - 20 MHz
B25 (L1900) - 20 MHz
List
B66 (AWS3) - 5 MHz
LZ1MWU
SRAN - GSM PCS/UMTS
AWS
TDD - Band 41
U_
�1
L2.5-60MHz
1 ,
N2.5 - 100+80 MHz
AH FIG
AW5*PCS
HCS2ba HM"0
(TowerTop �.Tcllwwop
1,152021
SE016VA Anchor 2021.01-15
(Configuration 56791][_5R
For 5G and LTE Airscale GB dimensioning refer to Fiber Port matrices.
(Alpha, Beta & Gamma)
LB • MB FhI FDD - lowband
P�%hw Anl!rntu
B12 (L700)- 5 MHz
B71 (L600) -10 MHz
u" Lo
B71 (N60C� - 10 MHz
L21+AWS3
FDD - Midband
B4 (L2100) - 20 MHz
HIF
B2 (L1900) - 20 MHz
uia
B25 (L1900) - 20 MHz
*$G
S/1
B66 (AWS3) •- 5MHz
SRAN - GSM PCS/UMTS
r `
AW5
TDD - Band 41
L2.5 - 60 MHz
AHL.OA AHFIG N15-60MHz
700*600 1 AWS+PCS
Top
Grwnd
HMA �.a
TowMrrov I rorwfTap
SRAN LTE + UMTS + GSM
FSMF SRAN LTE + UMTS + GSM
5G Airscale GSMIUMTS FSMF
PCS 5G Airscale GSM/UMTS
PCS
LTE FDDITOD
Airscalei 4LTE FOC�ITDCJ
Airscalel
W11X bit vat q
T .M0_a s
19807 NORTH CREEK PKWV N
BOTHELL, WA 98011
1
1
RYKA .;- CONSU' T.NG
PLANS PREPARED BY:
mri
MORRISON HERSHFIELD
600 STEWART STEEL, SUITE 200
SEATTLE, WA 98101
Tel: 206.268.7370
v .morrlsonhershfield.00m
MH PROJECT NUMBER: 202119200
REV.
DATE
ISSUED FOR
BY
A
01/21/21
90x REVIEW
BA
0
02/22/21
100x FINAL
LW
SET NOT TO BE USED FOR CONSTRUCTION
UNLESS SIGNED BY DESIGN PROFESSIONAL
AND STAMPED APPROVED BY MUNICIPALITY
SITE NAME:
EDMONDS WAY/PUD/
BERSCHURE
T—MOBILE SITE I.D.
SE01632A
SITE ADDRESS:
9726 EDMONDS WAY
EDMONDS, WA 98020
SHEET NAME:
PL_6d�eGE IV
DIACb5 202 11
SHEET NUMBER: DEPARTMENT
RF-2
24"x36" SCALE: NTS
11"07" SCALE: NTS
PLUMBING DIAGRAM 1 1
NOKIA ITEM CODE/SECTOR
PRODUCT NAME
474335A
FOCZ QSFP+ 400 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+ 1OGBASE—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
MAFOTA
Optical SFP+ 1OGBase—SR 850nm MM
FTLXB573D3BTL
1OGb/s 850nm Multimode SFP+ Datacom Transceiver
NOTE:
JDSU AND EXFO GEAR CAN BE USED TO READ WAVELENGTH ON THE SFPs.
-PORT CONNECTION ON THE ARIA MAY VARY AND
ARE DESIGNATED AS RFx ('x' CAN BE 1-6)
"AHFIB/AHFIG IS ON SAME ABIA
IXR—e
...._. NR LTF
ARIL
ASIK
T mo_a s
19807 NORTH CREEK PKWY N
BOTHELL, WA 98011
1
1
RYKA , CONSUL T.NG
PLANS PREPARED BY:
mri
MORRISON HERSHFIELD
600 STEWART STEEL, SUITE 200
SEATTLE, WA 98101
Tel: 206.268.7370
W Ww.rrorrlsonhershfield.com
MH PROJECT NUMBER: 202119200
REV.
DATE
ISSUED FOR
BY
A
01/21/21
90R REVIEW
SA
0
02/22/21
10096 FINAL
LW
SET NOT TO BE USED FOR CONSTRUCTION
UNLESS SIGNED BY DESIGN PROFESSIONAL
AND STAMPED APPROVED BY MUNICIPALITY
SITE NAME:
EDMONDS WAY/PUD/
BERSCHURE
T—MOBILE SITE I.D.
SE01632A
SITE ADDRESS:
9726 EDMONDS WAY
EDMONDS, WA 98020
SHEET NAME:
TRFEQEIV
SECTS)Sff1?202
SHEET NUMBER: DEPARTMENT
RF-3
C
24"x36" SCALE: NTS
11"07" SCALE: NTS
TYPICAL SECTOR SFP 1 1
GROUNDING KEYNOTES
1O EXISTING EQUIPMENT GROUND BAR. FIELD VERIFY LOCATION.
2 BOND EQUIPMENT CABINET ENCLOSURE USING A MANUF. APPROVED
CONNECTION WITH (2) #2 AWG STRANDED GREEN JACKET COPPER
CONDUCTORS TO GROUND BAR.
3O #2 AWG STRANDED GREEN JACKET COPPER CONDUCTORS BONDING
AAV/ RADIO/JUNCTION BOX/DIPLEXER TO GROUND BAR. ROUTE
CONDUCTOR IN 3/4" CONDUIT AS REQUIRED TO ROUTE ALONG WALL
& PROTECT FROM DAMAGE
O4 NOT USED.
POWER UPGRADE NOTE:
EXISTING 100A AC SERVICE IS TO BE UPGRADED TO 200A
PER SEPARATE ELECTRICAL SERVICE UPGRADE SCOPE OF
WORK/DESIGN, UNDER SEPARATE ELECTRICAL PERMIT AS
REQUIRED, TO BE INCLUDED IN NTP
T .Moi - s
19807 NORTH CREEK PKWY N
N BOTHELL, WA 98011
1
1
RYKA .;- CONSU' T.NG
20POSED (1) 2"0 RIGID CONDUIT
'OM EMERSON AC PANEL TO HPL3
)R POWER
2"0 RIGID CONDUIT W/ 1" INNERDUCT W/ (4) SM
TO LC (3 MM) FIBER (2) SHIELDED CAT 6
LARMS) (2) #10 THHN DC POWER CABLES FROM
N CUBE TO HPL3 CABINET
3SED (1) 2"0 RIGID CONDUIT
EACH COVP TO HPL3 FOR POWER
LEGEND
Tr
GROUND BAR
EXOTHERMIC CONNECTION
a
MECHANICAL CONNECTION
1
GROUND
PLANS PREPARED BY:
mri
MORRISON HERSHFIELD
600 STEWART STEEL, SUITE 200
SEATTLE, WA 98101
Tel: 206.268.7370
W Ww.morrlsonheirshfielcl.mm
MH PROJECT NUMBER: 202119200
REV.
DATE
ISSUED FOR
BY
A
01/21/21
90R REVIEW
BA
0
02/22/21
10096 FINAL
LW
SET NOT TO BE USED FOR CONSTRUCTION
UNLESS SIGNED BY DESIGN PROFESSIONAL
AND STAMPED APPROVED BY MUNICIPALITY
SITE NAME:
EDMONDS WAY/PUD/
BERSCHURE
T—MOBILE SITE I.D.
SE01632A
SITE ADDRESS:
9726 EDMONDS WAY
EDMONDS, WA 98020
SHEET NAME:
EQ V
E LEIW
GROUND Zlyi
SHEET NUMBER: DEPARTMENT
E-1
24"x36" SCALE: NTS
11"0 7" SCALE: NTS
SCALE: NITS
NOT USED 1 2 1 11:, 7;; SCALE: NTS
EQUIPMENT ELECTRICAL/GROUNDING PLAN 11
RED ` DOOR ALARM
SWITCH
DOOR ALARM
BLK
DAC ALARM 1
® }v}
HEATER ALARM
JSJ9 17�d JB J3 t}
DAC
ALARM
c n DC POWER ALARM
J1
J7�1 HEA1}}T�}}}
� J8 J3 J274
®® ® 0 HEATER
t�00
HEATER
DOOR OPEN
DETECT
SWITCH
CODEX ALARM MODULE INSIDE
FRONT DISTRIBUTION COVER
DC ALARM WIRING
GRN ALARM CABLE 1
WHT LU
WHT ORG
GR BL OR T (BROWN PAIR
F910 & ()(S)(D NOT USED)
70 71 73 74 76 77
K 9 K 10 K 11
DC ALM
ALARM
AL3
DC MIN
AL3 RTN
AL4
DC MAJ
AL4 RTN
AC MAINS HI
AILS
LOW
AL5 RTN
1 DOOR ALM
L1 BLK
L2 RED
VDAC ALM
D 3&4 L1 BLK SHELF 1 RED L2
L2 RED
GRN
V
LE]GRN
HTR ALM
a BLK
MDL 5 L2 RED
V
L1 BLK SHELF 2 BLK L1
DC ALM
M L 3&4 L2 RED RED Lz
V
c I GRN GRN
DC MAL
V
DCPP REAR VIEW
AC PWR HULOW
AC POWER
CONNECTIONS
V
BAT CAB DOOR
V
BAT CAB DAC
v
BAT CAB CBALM
V
10
V
11
UPPER LEVEL
V
TERMINALS I
12
LOWER LEVEL
V
TERMINALS
CABINET BATTERY EXPANSION
TO HEATER RELAY HEATER HEATER OPT CABINET
IFAI FA IFAI IFAI IFAI IFAI
0000 0000
•000 •00•
BLACK RED
O ,0 OL20
FIELD WIRING
240VAC
SINGLE PHASE
60Hz 200A MAX
ON ON
ON
ON
P
BLK BLK BLM
3
240VAC DINRAIL
ASSEMBLY
GREEN
WIRES
TOCAB
MGB
11 X17- SCALE: � ALARM WIRING DIAGRAM 1 4 1 11 x17= SCALE: NETS AC POWER WIRING DIAGRAM 1 3 1
NOTE:
DIAGRAMS PROVIDED ARE PER MANUFACTURER
INSTALLATION GUIDE
THERMAL SYSTEM
DAC AND HEATER
FUTURE USE
FUTURE USE
FUTURE USE
DC DISTRIBUTION -DOOR OPEN
FROM VIEW
-TIER"1 iIER"2
t101
0 ®O 0 °
(a O 0.
uln rnIP
t101 Wltl
tlOI
0 m 0 °
0 0°
(o CIL) 0°
(a co
Oo 0°
00 0°
00 0°
o0 0°
(a call) (a°
0 m 0-
(am) 0°
(am 0°
00 0°
co)o co)°
JUMPER
° CB ^AMARM °CB AMARM r
PIN AND SWRCH EIANND SWITCH
ORIENTATION ORIENTATION
OFF -
THERMAL SYSTEM
DAC AND HEATER
FUTURE USE
FUTURE USE
FUTURE USE
DC DISTRIBUTION TERMINALS
iIER"3 iIER"4iIER'4 "TIER"1 OF 4(SIDE VIEW)
W�D_T IP II I puL--boAII BLK
tl0
(a O 0°
AL P
ip
VOW
(a C ME) 0.
Oo O°
�cu) (0°
(o CE:) 0.
°
00 0°
00 0°
00 0°
M 0°
(o C ME) 0°
0 CID (o°
(a CUE) 0°
0 CE) 0 °
(0) cu (0) °
° CB AMARM CB AMARM
PIN AND SWITCH PIN AND SW0
ORIENTATION ORIENTATIOP
_ "OFF'
OBSERVE CORRECT ALARM PIN ORIENTATION
RED TO CABINET DC
FUSE BLOCK
1
DAC DOOR PWR 25AIll
FUTURE USE 1DA 0 =
WOO
W W
1
OO
W
FUTURE USE 1DA mE=
W W
W W
FUTURE USE 10A
W
W W
WW
WW
FRONT
00
00
WW
WW
00
00
00
00
WO
00
WW
WW
12
12
WW
WW
DC-48V HOT BUS DC RETURN
(CB FROTECTED) BUS OV(+)
T 1VM0LP 1 v-O
19807 NORTH CREEK PKWY N
BOTHELL, WA 98011
1
1
RYKA .;- CONSUL T.NG
PLANS PREPARED BY:
mri
MORRISON HERSHFIELD
600 STEWART STEEL, SUITE 200
SEATTLE, WA 98101
Tel: 206.268.7370
W Ww.morrlsonhemhfielcl.wm
MH PROJECT NUMBER: 202119200
REV.
DATE
ISSUED FOR
BY
A
01/21/21
90x REVIEW
SA
0
02/22/21
100x FINAL
LW
SET NOT TO BE USED FOR CONSTRUCTION
UNLESS SIGNED BY DESIGN PROFESSIONAL
AND STAMPED APPROVED BY MUNICIPALITY
REAR SITE NAME:
EDMONDS WAY/PUD/
BERSCHURE
T-MOBILE SITE I.D.
SE01632A
SITE ADDRESS:
9726 EDMONDS WAY
EDMONDS, WA 98020
SHEET NAME:
IDIA�nIV
May 05 202
SHEET NUMBER: DEPARTMENT
E-2
C
J
24"x36" SCALE: NITS
11"07" SCALE: NITS
NOT USED 12 121 "x36" SCALE: NTS
DC POWER WIRING DIAGRAM 11
FROM DC DIN
DISTRIBUTION
FROM
DOOR
FROM DC DIN
DISTRIBUTION
FROM
DOOR
TO HEATER
ELEMENT
AC PWR FROM
CIRCUIT BREAKER
�J1 - TO CABINET
SW1 COOL ALARM BLOCK
U"U �
J8 J9 J7 J8 J3 J2 J4
J9
J7 DAC
J8 ALARM
S1Y1 HEAT
O�U �
7 ja J3 J2
OO ❑ � r�.� J�IJ4 `� l
RED O o BLACK
O O
BLACK
RED
±j
BLACK
RED
HEATER
ALARM
DOOR OPEN
DETECT
DAC (COOLING) CONTROLLER
COHN
FUNCTION
JI
PIWR IN
J8
DELTA T JUMPER
J9
OUTSIDE TEMPEfATURE
J7
DACFAN (LOWER)
J6
DACFAN (UPPER)
J3
ALARM
J2
COOLING INHBIT
J4
HEAT REQUEST
HEATER CONTROLLER
COHN
FUNCTION
JI
PIWR IN
J8
HEAT REQUEST
J9
COOLING INHBIT
J7
UNUSED
J6
HEATER FAN
J3
ALARM
J2
DOOR SW INPUT
J4
HEATER REALY CONTROL
FROM DIN
DISTRIBUTION
DOOR OPEN
DETECT
I121"x17" SCALE: NTS DC CABINET DOOR LIGHT POWER WIRING DIAGRAM 13
TO DOOR V+
UPPER FAN V_
TO DOOR V+
LOWER FAN V_
6o
mm
LL U 0
D D 7 U
S 6aFa
00 m
-ED LIGHT
FROM DC
PLANT 25A
DC DISTRIBUTION (BLACK WIRE JUMPERS TO
FUSE POSOTIONS REMOVED FOR CLARITY)
T mo_a s
198117 NORTH CREEK PKWY N
BOTHELL, WA 98011
1
1
RYKA .;- CONSU' T.NG
PLANS PREPARED BY:
mri
MORRISON HERSHFIELD
600 STEWART STEEL, SUITE 200
SEATTLE, WA 98101
Tel: 206.268.7370
W W W.morrisonhershfield.mm
MH PROJECT NUMBER: 202119200
REV.
DATE
ISSUED FOR
BY
A
01/21/21
90R REVIEW
BA
0
02/22/21
100x FINAL
LW
SET NOT TO BE USED FOR CONSTRUCTION
UNLESS SIGNED BY DESIGN PROFESSIONAL
AND STAMPED APPROVED BY MUNICIPALITY
EDMONDS WAY/PUD/
BERSCHURE
T—MOBILE SITE I.D.
SE01632A
SITE ADDRESS:
9726 EDMONDS WAY
EDMONDS, WA 98020
SHEET NAME:
May 05 202
77,
SHEET NUMBER: E
DEPARTMENT
E-3
C
NNW SCALE: NTS
11"07" SCALE: NTS
SCALE: NTS
DC HEATING AND COOLING WIRING DIAGRAM 12 1 1107" SCALE: NTS
DC FUSE BLOCK WIRING DIAGRAM 11
GROUNDING KEYNOTES
TYF
RAD CENTER 70'-6$$
RAD CENTER 60'-0"
TYP
TYP
ONOT USED.
ONOT USED.
OEXISTING ANTENNA CABLE GROUND BAR. BOND ANTENNA CABLE
GROUNDING KITS TO GROUND BAR. CONNECTION SHALL BE THE
RESPONSIBILITY OF THE ANTENNA CABLE INSTALLER. BOND GROUND BAR
TO TOWER USING ONE (1) #2 AWG SOLID TINNED COPPER CONDUCTOR.
PROVIDE A U.L LISTED CONNECTOR SUITABLE FOR THE MATERIALS
BEING CONNECTED. PROVIDE EXOTHERMIC WELDS FOR BONDS TO STEEL
BEAM OR FRAME.
ONOT USED.
O5 PROPOSED T—MOBILE ANTENNA AND RADIOS PER PLAN.
OEXISTING GROUNDING CONDUCTOR BONDED TO ANTENNA PIPE MOUNT.
OBOND PROPOSED RADIO UNIT TO AGO WITH #2 AWG
STRANDED GREEN JACKET COPPER CONDUCTOR.
I GROUNDING NOTES
1. ALL DETAILS ARE SHOWN IN GENERAL TERMS. ACTUAL INSTALLATION AND
CONSTRUCTION MAY VARY DUE TO SITE SPECIFIC CONDITIONS.
2. GROUND ALL ANTENNA BASES, FRAMES, CABLE RUNS, AND OTHER
METALLIC COMPONENTS USING GROUND WIRES AND CONNECT TO
SURFACE MOUNTED BUS BARS. FOLLOW ANTENNA AND BTS
MANUFACTURERS PRACTICES FOR GROUNDING REQUIREMENTS. GROUND
COAX SHIELD AT BOTH ENDS AND EXIT FROM TOWER OR POLE USING
MFR'S PRACTICES.
3. ALL GROUND CONNECTIONS SHALL BE CADWELD AND CLEANED
THOROUGHLY THEN COVERED WITH TWO (2) COATS OF SERWIN WILLIAMS
GALVANTE PAINT B350W3 OR EQUAL. SEE
4. ALL WIRES SHALL BE COPPER THHN/THWN. ALL GROUND WIRE SHALL BE
GREEN INSULATED WIRE ABOVE GROUND.
5. ALL ELECTRICAL CADWELD AND MECHANICAL CONNECTIONS SHALL HAVE
NON —OXIDATION COMPOUND APPLIED TO CONNECTION.
6. ALL MATERIALS AND CADWELD MOLDS, SHOTS, ETC. SHALL BE FURNISHED
AND INSTALLED BY CONTRACTOR UNLESS OTHERWISE NOTED.
7. REFER TO DIVISION 16 GENERAL ELECTRIC; GENERAL ELECTRICAL
PROVISION AND COMPLY WITH ALL REQUIREMENTS OF GROUNDING
STANDARDS.
8. NOTIFY CONSTRUCTION MANAGER IF THERE ARE ANY DIFFICULTIES
INSTALLING GROUNDING SYSTEM DUE TO SITE SOIL CONDITIONS.
9. USE PANI SCHEME FOR LOADING GROUNDS ON MGB AS DISCUSSED IN
NSTD 119, 33 & 36.
LEGEND
Tr
GROUND BAR
EXOTHERMIC CONNECTION
MECHANICAL CONNECTION
1
GROUND
NOTES:
1. BOND EQUIPMENT TO GROUND BAR(S)
PER MANUFACTURER SPECS
2. CONTRACTOR TO REPLACE ALL MISSING
GROUND BAR AND GROUNDING
CONNECTIONS AS REQUIRED
T .Mo_a s
19807 NORTH CREEK PKWY N
BOTHELL, WA 98011
1
1
RYKA .;- CONSUL T.NG
PLANS PREPARED BY:
mri
MORRISON HERSHFIELD
600 STEWART STEEL, SUITE 200
SEATTLE, WA 98101
Tel: 206.268.7370
v .morrlsonhershfield.mm
MH PROJECT NUMBER: 202119200
REV.
DATE
ISSUED FOR
BY
A
01/21/21
90x REVIEW
BA
0
02/22/21
100x FINAL
LW
SET NOT TO BE USED FOR CONSTRUCTION
UNLESS SIGNED BY DESIGN PROFESSIONAL
AND STAMPED APPROVED BY MUNICIPALITY
LICENSURE:
SITE NAME:
EDMONDS WAY/PUD/
BERSCHURE
T—MOBILE SITE I.D.
SE01632A
SITE ADDRESS:
9726 EDMONDS WAY
EDMONDS, WA 98020
SHEET NAME:
G RMI V
SCHE A*P8 202
SHEET NUMBER: DEPARTMENT
E-4
C
24"x36" SCALE: NTS
11"07" SCALE: NTS
ANTENNA GROUNDING SCHEMATIC 1 1
NOTES:
1. COAT ALL MECHANICAL CONNECTIONS WITH "NO—OX" OR APPROVED EQUAL
2. ALL EXISTING & NEW TOWER GROUNDING BARS SHALL BE ATTACHED DIRECTLY TO THE
TOWER WITHOUT ISOLATORS; NO WELDING OR DRILLING PERMITTED
3. EXISTING HOME RUN GROUND(S) TO BE REMOVED
NEW COAXIAL GROUND KITS W/ LONG BARREL
COMPRESSION DOUBLE LUGS, ATTACH TO GROUND BAR &
INSTALL BY ANTENNA CONTRACTOR (CADWELD TYPE—GL)
NEW 1/4" THK COPPER GROUND BAR,
INSTALLED BY GENERAL CONTRACTOR r ___1
0
0 0
0
0
0
0
0 0 0 0
0 0 0 0
O
0
0 0 0 0 0
O
0
0
0 0
0
0
0
0
0 0 0 0 0
0 0 0
0
0 0
0
0
0
0
0
0
0 0 0
20" MGB OR 10" ANTENNA AGB
FIELD VERIFY
#2 AWG SOLID BARE TINNED
COPPER GROUND WIRE (TYPE GL)
STRANDED CU WIRE WITH GREEN, 600V,
THHN/THWN INSULATION. SIZE AS SPECIFIED
COPPER GROUND BAR ON
WALL.
OR ONEANTENNA TOWER I I�
PANI SCHEME SPECIFICATIONS:
PRODUCER (P)
CONNECTS TO WIRELESS EQUIPMENT CABINETS,
CABLE ENTRANCE GROUND BAR (CEGB), MAIN
DISTRIBUTION FRAME GROUND BAR (MDFB), AND
STANDBY ENGINE G
ENERATOR SET FRAME AND OTHER NOISE
PRODUCING EQUIPMENT.
ABSORBER (Al
CONNECTS TO THE EARTH ELECTRODE SYSTEM
INCLUDING CENTRAL OFFICE GROUND GRID,
BUILDING STRUCTURAL GROUND, METALLIC WATER
PIPE SYSTEM, ANTENNA SUPPORTING STRUCTURE
GROUND SYSTEM, AND ELECTRICAL SERVICE
ENTRANCE GROUND.
NON —ISOLATED (N)
CONNECTS TO EQUIPMENT NOT IN AN ISOLATED
GROUND ZONE (IGZ) SUCH AS CBN EQUIPMENT
FRAME GROUNDS AND DC GROUND CONDUCTORS
FOR DC POWER SYSTEMS THAT SERVE CBN OR
BOTH CBN AND IBN EQUIPMENT
ISOLATED (1)
CONNECTS TO THE SINGLE POINT CONNECTION
BAR (SPCB) FOR IBN EQUIPMENT
���w«��;
01 • �0l0 00 P.
TWO HOLE LUG, BOLTED TO
GROUND BAR USING
3/8"-16X1/4" STAINLESS
STEEL HEX HEAD BOLTS
AND HARDWARE
`TWO HOLE LUG, TO BE USED WITH
#2 AWG SOLID TINNED BARE CU WIRE
OR STRANDED CU WIRE WITH GREEN,
60OV, TO ANTENNA STRUCTURE,
BUILDING RING GROUND OR MGB
NOTE:
*GROUND BARS AT BOTTOM OF TOWERS OR
MONOPOLES SHALL USE EXOTHERMIC CONNECTION
N (TYPICALLY)
\� 12" TO 24"
a o 120" MAX.
ANTENNA CABLE"GROUND
CABLE CONNECTOR
WEATHERPROOFING
KIT (SEE NOTE 3)STRANDED COPPER
WIRE (GROUNDED TO
CABLE GROUND KIT BAR). SEE NOTE 1 & 2
NOTES:
1. DO NOT INSTALL CABLE GROUND KIT AT A BEND AND
ALWAYS DIRECT GROUND WIRE DOWN TO GROUND BAR.
2. GROUNDING KIT SHALL BE TYPE AND PART NUMBER AS
SUPPLIED OR RECOMMENDED BY CABLE MANUFACTURER.
3. WEATHER PROOFING SHALL BE TWO—PART TAPE KIT,
COLD SHRINK SHALL NOT BE USED.
1111"x7" SCALE: NITS GROUND BAR 6 11"x17" SCALE: NTS x36" SCALE: NITS
1
GRND CABLE CONNECTION 5 11 "x17" SCALE: NITS COAX CABLE GROUNDING 141
TO ANTENNAS
COAX JUMPER (TYP)
CONNECTOR
WEATHERPROOFING
KIT (TYP) SEE NOTE 2
ANTENNA CABLE TO
BTS EQUIPMENT (TYP)
VEATHERPROOFING
:IT (TYP)
ROUND KIT (TYP)
16 AWG
TOPPER ANTENNA GROUND
AIR, ATTACHED DIRECTLY TO
OWER WITHOUT ISOLATOR.
10 WELDING OR DRILLING
'ERMITTED.
TO GROUND RING
NOTES:
DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS
DIRECT GROUND WIRE DOWN TO ANTENNA GROUND BAR.
WEATHER PROOFING SHALL BE TWO—PART TAPE KIT. COLD
SHRINK SHALL NOT BE USED.
T Molk s
19807 NORTH CREEK PKWY N
BOTHELL, WA 98011
1
1
RYKA .;- CONSU' T.NG
PLANS PREPARED BY:
mri
MORRISON HERSHFIELD
600 STEWART STEEL, SUITE 200
SEATTLE, WA 98101
Tel: 206.268.7370
W Ww.morrisonhershfield.wm
MH PROJECT NUMBER: 202119200
REV.
DATE
ISSUED FOR
BY
A
01/21/21
90x REVIEW
BA
0
02/22/21
100x FINAL
LW
SET NOT TO BE USED FOR CONSTRUCTION
UNLESS SIGNED BY DESIGN PROFESSIONAL
AND STAMPED APPROVED BY MUNICIPALITY
SITE NAME:
EDMONDS WAY/PUD/
BERSCHURE
T—MOBILE SITE I.D.
SE01632A
SITE ADDRESS:
9726 EDMONDS WAY
EDMONDS, WA 98020
SHEET NAME:
GRAEGME IV
DET194KA5 202
SHEET NUMBER: DEPARTMENT
E-5
C
24"x36" SCALE: NTS
11"07" SCALE: NITS
GRND CABLE CONNECTION 13 1 SCALE, NTS
11 x37" SCALE: NITS
NOT USED 1 2 1 11"X17- SCALE: Nn
CADWELD 1 1