21-101800-CO-Administrative Decision-06-01-2021-V140k
CITY OF
40'::ttw*m=�0-
Federal Way
RESUBMITTED
Mar 24 2021
CITYOF FEDERALWAY Eligible Facilities Request
COMMUNITY DEVELOPMENT
DEPARTMENT OF COMMUNITY DEVELOPMENT
33325 8th Avenue South
Federal Way, WA 98003-6325
253-835-2607; Fax 253-835-2609
www.citvoffederalway.com
FILE NUMBER 2J-JDfJ&9 "p0-fin - AD Date
Applicant
NAME
PRIMARY PHONE
Vinh Dinh - Infinigy on behalf of ATC and T-Mobile
Cell 206.295.5926
MAILING ADDRESS
E-MAIL
21806 Poplar Way
vdinh@infinigy.com
CITY
Brier
STATE
WA
zip
98036
FAX
Site Address: 34301 9th Ave S, Federal Way, WA 98003
Parcel#: 2021049157
Project Name:
91531 - 34301 9th Avenue South/ TMO SE04723A
ELIGIBLE FACILITIES SUBMITTAL REQUIREMENTS
Use this checklist to help gather all of the required information and documents in order to submit an eligible
facilities request pursuant to Federal Way Revised Cade (FWRC) 4.24.020. Please note, incomplete applications
will not be accepted.
Submitted
®
Completed Eligible Facilities Checklist (following)
0
Check, cash, Visa/MasterCard for applicable fees
®
Site Plan —Three Copies
1. Minimum plan size of 11" X 17".
2. North arrow.
3. Drawn to scale, dimensioned, and labeled.
4. Building footprint(s), including square footage.
5. Location and dimensions of existing structures, property lines, sidewalks, easements, street
edges, mechanical equipment, fencing, rockeries, and retaining walls.
0
Elevation — Three Copies
1. Minimum plan size of 11" x 17".
2. Drawn to scale, dimensioned, and labeled.
3. Front, rear, and side (labeled as north, south, east, and west) building elevation of existing
and proposed structures.
4. Height of structure calculations.
5. Roof -top and ground based mechanical equipment screen details.
Bulletin 081—September 24, 2018 Page 1 of 3 k:\Handouts\Eligible Facilities Request
ELIGIBLE FACILITIES CHECKLIST
Proposed modifications to an existing tower or base station must meet at least one of the three threshold criteria
below for an eligible facilities request. For definitions please refer to FWRC 19.256.020. Check all that apply.
Collocation of new transmission equipment
Removal of transmission equipment
X Replacement of transmission equipment
Is the proposed modification a substantial change as defined in FWRC 19.256.020? To determine, fill in the
appropriate information below. If the application does not meet all of the criteria below, then the project does
not qualify as an eligible facility and it is unnecessary to complete this form. To determine the correct review
process, refer to FWRC Chapter 19.256, "Wireless Communication Facilities."
Criteria 1
• For towers other than towers in the public rights -of -way, it does not increase the height of the tower by more
than 10 percent, or by the height of one additional antenna array, with separation from the nearest existing
antenna not to exceed 20 feet, whichever is greater.
• For other eligible support structures, it does not increase the height of the structure by more than 10 percent,
or more than 10 feet, whichever is greater.
Existing height of the structure: 120 (ft/ in) Proposed height of the structure: no change (ft/ in)
Distance of proposed array from nearest array: no change (ft/ in)
Criteria 2
• For towers other than towers in the public rights -of -way, it does not involve adding an appurtenance to the
body of the tower that would protrude from the edge of the tower more than 20 feet, or more than the width
of the tower structure at the level of the appurtenance, whichever is greater.
• For other eligible support structures, it does not involve adding an appurtenance to the body of the structure
that would protrude from the edge of the structure by more than six feet.
What is the existing width of the structure at the level of the appurtenance? 2 ft (ft/ in)
What is the proposed distance the appurtenance will protrude from the structure? no change (ft/ in)
Criteria 3
• For any eligible support structure, it does not involve installation of more than the standard number of new
equipment cabinets for the technology involved, but not to exceed four cabinets; or,
• For towers in the public rights -of -way and base stations, it does not involve installation of any new equipment
cabinets on the ground if there are no pre-existing ground cabinets associated with the structure; or
• It does not involve installation of ground cabinets that are more than 10 percent larger in height or overall
volume, than any other ground cabinets associated with the structure.
How many new equipment cabinets are proposed? 2 new cabinets proposed (3 total)
Bulletin 081—September 24, 2018 Page 2 of 3 k:\Handouts\Eligible Facilities Request
Criteria 4
• For all existing facilities, it does not entail any excavation or deployment outside the current site.
Will any excavation or equipment installation occur outside of the current site of the structure?
❑ Yes N No
Criteria 5
• For all existing facilities, the modification does not defeat the concealment elements of the eligible support
structure.
Please describe any existing and proposed concealment elements: non existing - No change
Will the proposal increase the visibility of the facility? ❑ Yes ® No
Criteria 6
• The modification complies with conditions associated with the siting approval of the construction, or
modification of the eligible support structure or base station equipment; provided, however, that this
limitation does not apply to any modification that is noncompliant only in a manner that would not exceed
the thresholds identified above.
Identify known conditions associated with previous approvals of the existing facility.
none -known
Will the proposal violate any of the above conditions? ❑ Yes ® No
If yes, explain:
To Be Completed By Staff
Is this an Eligible Facility Request? ® Yes ❑ No
Does the proposal constitute a substantial change? ❑ Yes ® No
In accordance with FWRC 4.24.020, this application is hereby:
❑X Approved ❑ Denied
8ria� Da v`t -
Director, Community Development Department
Digitally Signed April 15, 2021, at 4:41 PM
Date
Bulletin 081—September 24, 2018 Page 3 of 3 k:\Handouts\Eligible Facilities Request
21-100691 -Plan-03-09-2021 -V1
T Mobile-
T-MOBILE
SITE
NUMBER:
SE04723A
ATC
#:
T-MOBILE
SITE
NAME:
FEDERAL WAY DISTRIBUTION CENTERS
SITE
ADDRESS:
SITE TYPE: MONOPOLE
TOWER HEIGHT: 120'-011
SE04723A—Federal Way Distribution Centers —Sprint Retain_PCD_FSA_02.11.21
1 SITE INFORMATION 1
PROPERTY INFORMATION:
SITE ADDRESS:
34301 9TH AVENUE SOUTH
FEDERAL WAY, WA 98003
COUNTY:
KING
LATITUDE (NAD83):
47" 17' 49.9" N (47.29724525°)
LONGITUDE (NAD83):
122° 19' 36.5" W (-122.32678328°)
GROUND ELEVATION (NAVD88): t295' AMSL
JURISDICTION:
CITY OF FEDERAL WAY
APN:
202104-9157
ZONING:
C
OCCUPANCY CLASSIFICATION: U
LEGAL DESCRIPTION: SEE SHEET A-1
CONSTRUCTION INFORMATION:
AREA OF CONSTRUCTION:
TYPE OF CONSTRUCTION: 1113
PROPOSED USE:
UNMANNED TELECOMMUNICATIONS
FACILITY
HANDICAP REQUIREMENTS: FACILITY IS UNMANNED AND NOT FOR
HUMAN HABITATION. HANDICAPPED
ACCESS NOT REQUIRED.
PROPERTY OWNER:
COMPANY:
USPS SEATTLE NDC
ADDRESS:
34301 9TH AVE., S.
CITY, STATE, ZIP:
FEDERAL WAY, WA 98003
TOWER OPERATOR:
COMPANY:
AMERICAN TOWER CORPORATION
ADDRESS:
10 PRESIDENTIAL WAY
CITY, STATE, ZIP:
WOBURN, MA 01801
CONTACT:
TIFFANY PRETTY (PROJECT MANAGER)
PHONE:
(949)447-2303
E-MAIL:
tiffany.pretty@americantower.com
APPLICANT:
COMPANY:
T-MOBILE
ADDRESS:
19807 NORTH CREEK PKWY N
CITY, STATE, ZIP:
BOTHELL, WA 98011
CONTACT:
MIKE REED
PHONE:
E-MAIL:
mike.reed161@t-mobile.com
PROJECT TEAM 1
ARCHITECTURAL & ENGINEERING:
COMPANY:
INFINIGY ENGINEERING, PLLC
CONTACT:
PAULDANNEBERG
PHONE:
(206) 375-3798
E-MAIL:
pdanneberg@infinigy.com
SITE ACQUISITION:
COMPANY:
INFINIGY SOLUTIONS, LLC
CONTACT:
VINH DINH
PHONE:
(206) 295-5926
E-MAIL:
vdinh@infinigy.com
ATC PROJECT MANAGER:
COMPANY:
AMERICAN TOWER CORPORATION
ADDRESS:
10 PRESIDENTIAL WAY
CITY, STATE, ZIP:
WOBURN, MA 01801
CONTACT:
TIFFANY PRETTY (PROJECT MANAGER)
PHONE:
(949) 447-2303
E-MAIL:
tiffany.pretty@americantower.com
SHEET INDEX
SHEET
DESCRIPTION
T-1
TITLE SHEET
T-2
SPECIFICATIONS & NOTES
SPECIFICATIONS & NOTES
T-3
A-1
OVERALL SITE PLAN
ENLARGED SITE PLANS
A-2
A-3
SOUTH ELEVATIONS
A-4
ANTENNA PLAN & RF SCHEDULE
A-4.1
RF PLUMBING DIAGRAM
A-4.2
AEHC CABLING DIAGRAM
A-5
EQUIPMENT DETAILS
A-6
EQUIPMENT DETAILS
A-6.1
EQUIPMENT DETAILS
A-6.2
EQUIPMENT DETAILS
A-7
EQUIPMENT DETAILS
A-8
GENERATOR DETAILS
E-1
UTILITY ROUTING PLAN & DETAILS
E-1.1
ELECTRICAL DIAGRAMS
E-1.2
ELECTRICAL DIAGRAMS
G-1
SCHEMATIC GROUNDING PLANS & NOTES
G-2
GROUNDING DETAILS
CONTRACTOR SHALL VERIFY ALL PLANS AND EXISTING DIMENSIONS
AND CONDITIONS ON THE JOB SITE AND SHALL IMMEDIATELY NOTIFY
THE ENGINEER IN WRITING OF ANY DISCREPANCIES BEFORE
PROCEEDING WITH THE WORK OR BE RESPONSIBLE FOR SAME.
el APPROVALS
THE FOLLOWING PARTIES HEREBY APPROVE AND ACCEPT THESE
DOCUMENTS & AUTHORIZE THE SUBCONTRACTOR TO PROCEED WITH
CONSTRUCTION AS DESCRIBED HEREIN. ALL CONSTRUCTION DOCUMENTS
ARE SUBJECT TO REVIEW BY THE LOCAL BUILDING DEPARTMENT & ANY
CHANGES OR MODIFICATIONS THEY MAY IMPOSE.
APPROVAL:
SIGNATURE:
DATE:
PROJECT MANAGER
SITE ACQUISITION
CONSTRUCTION MANAGER
SITE OWNER
RF ENGINEER
uJ
DEVELOPMENT MANAGER
m
CONSTRUCTION MANAGER
0
OPS MANAGER
~
REGULATORY REVIEW
PROJECT MANAGER
COUNTY:
JURISDICTION:
LAT: 47' 17' 49.9" N
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Terrace
Healthcare
Center
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91531
34301 9TH AVENUE SOUTH
FEDERAL WAY, WA 98003
KING
CITY OF FEDERAL WAY
LONG: 1220 19' 36.511 W
VICINITY MAP
SITE
Fraroscar. Pharmacy
Providence
Community
Corrections
S 243rd St
P8--
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DRIVING DIRECTIONS FROM T-MOBILE LOCAL OFFICE (19807 NORTH CREEK PKWY, BOTHELL, WA 98011 ):
DEPART SOUTH ON N CREEK PKWY, TURN RIGHT ONTO NE 195TH ST, NORTHCREEK CHEVRON ON THE CORNER, TAKE RAMP LEFT FOR 1-405 S, KEEP LEFT TO
STAY ON 1-405 S, TAKE RAMP FOR 1-5 SOUTH TOWARD PORTLAND, TAKE RAMP RIGHT AND FOLLOW SIGNS FOR WA-18 WEST, KEEP STRAIGHT ONTO S 348TH
ST, TURN RIGHT ONTO 9TH AVE S, TURN LEFT, ARRIVE AT: 34301 9TH AVENUE SOUTH FEDERAL WAY, WA 98003.
1 CODE COMPLIANCE 1
ALL WORK SHALL BE PERFORMED AND MATERIALS INSTALLED IN
ACCORDANCE WITH THE CURRENT EDITIONS OF THE FOLLOWING
CODES AS ADOPTED BY THE LOCAL GOVERNING AUTHORITIES.
NOTHING IN THESE PLANS IS TO BE CONSTRUED TO PERMIT WORK NOT
CONFORMING TO THE LATEST EDITIONS OF THESE CODES.
1. 2015 INTERNATIONAL BUILDING CODE
2. 2015 INTERNATIONAL MECHANICAL CODE
3. 2015 INTERNATIONAL FIRE CODE
4. 2015 UNIFORM PLUMBING CODE
5. 2017 NATIONAL ELECTRICAL CODE
6. 2015 INTERNATIONAL FUEL GAS CODE
7. TIA-EIA-222-G OR LATEST EDITION
8. ASCE 7-10
9. NFPA 780 - LIGHTNING PROTECTION CODE
10. ANY OTHER NATIONAL OR LOCAL APPLICABLE CODES,
MOST RECENT EDITION
11. LOCAL AMENDMENTS TO THE ABOVE, WHERE
APPLICABLE
12. CITY/COUNTY ORDINANCES
13. LIFE SAFETY CODE NFPA-101
RESUBMITTED
APPROVED
m
PLANNING
Mar 24 2021
CITY OF FEDERAL WAY
COMMUNITY DEVELOPMENT
Know what's below.
CITY OF FEDERAL WAY
COMMUNITY DEVELOPMENT Cal before you dig.
By: CSkadsen
ww—.1181 1 .-
1 PROJECT DESCRIPTION 1
T-MOBILE PROPOSES TO COLLOCATE ON AN EXISTING UNMANNED
TELECOMMUNICATIONS FACILITY AS FOLLOWS:
TOWER SCOPE OF WORK:
• REMOVE ALL SPRINT ANTENNAS, RRUS & DIPLEXERS
• INSTALL (3) FFVV-65C-R3-V1 & (3) AEHC PANEL ANTENNAS
• INSTALL (3) AHLOA & (3) AHFIG RRU'S
• INSTALL (2) HCS 2.0 PENDANTS
• INSTALL (2) FD21206-48S55-XXX PENDANT STYLE HYBRID CABLES
GROUND SCOPE OF WORK:
• REMOVE ALL SPRINT EQUIPMENT AND EXISTING CONCRETE PAD
• INSTALL 10'-0"X6'-0" ICE CANOPY OVER NEW 15'-0"X10'-0" CONCRETE PAD
• INSTALL (1) HPL3 POWER CABINET & (1) LB3 BATTERY CABINET
• INSTALL (2) AMIA, (2) ASIB, (2) ASIK, (1) FSMF, (3) ABIA, (4) ABIL, (1) CSR
IXRE ROUTER, & (1) VOLTAGE BOOSTER W/ EXTRA AMPLIFIER INSIDE
HPL3 POWER CABINET
• INSTALL (1) 25 KW DIESEL GENERATOR
• INSTALL AN H-FRAME WITH UTILITY EQUIPMENT (ATS, TELCO BOX, ETC.)
• INSTALL (1) GPS ANTENNA, & (2) HCS 2.0 JUNCTION BOXES
• INSTALL (2) LED LIGHTS WITH TIMER
DESIGN IS BASED ON: ATC APPLICATION ID ----, REV. #0
RFDS VERSION 1, DATED 12/07/2020 (CONFIG. 56790EZ_SR_T, 56790EZR SIR
THESE PLANS HAVE BEEN DEVELOPED FOR THE CONSTRUCTION OF AN
UNMANNED TELECOMMUNICATIONS FACILITY OWNED OR LEASED BY
T-MOBILE IN ACCORDANCE WITH THE PROVIDED SCOPE OF WORK,
INCORPORATED IN THE PLANS BY INFINIGY. THESE PLANS ARE NOT FOR
CONSTRUCTION UNLESS STAMPED & SIGNED, & ACCOMPANIED BY A
PASSING STRUCTURAL STABILITY ANALYSIS FOR THE STRUCTURE AND
MOUNT PREPARED BY A LICENSED PROFESSIONAL ENGINEER.
T Mobile
19807 NORTH CREEK PKWY N
BOTHELL, WA 98011
111L
AMERICAN TOWER
CORPORATION
INFINIGY8
FROM ZERO TO INFINIGY
the solutions are endless
BELLEVUE, WA 98004
T-MOBILE SITE:
SE04723A
FEDERAL WAY DISTRIBUTION
CENTERS
ATC SITE:
91531
34301 9TH AVENUE SOUTH
FEDERAL WAY, WA 98003
KING COUNTY
120'-0" MONOPOLE
DRAWINGS ISSUED FOR:
REV.
DATE
DRAWN
DESCRIPTION
OA/OC
A
01/27/21
RCD
PRELIMINARY REVIEW
PD
0
02/11/21
CAP
REVISED PRELIM. REVIEW
PD
TITLE:
TITLE
SHEET
SHEET NUMBER: I REVIOSION:
T-1
THIS DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, ARE THE PROPERTY OF INFINIGY ENGINEERING, PLLC AND ARE NOT TO BE USED, IN WHOLE OR IN PART, FOR OTHER PROJECTS WITHOUT THE WRITTEN AUTHORIZATION OF INFINIGY ENGINEERING, PLLC. IT IS UNLAWFUL FOR ANY PERSON TO AMEND ANY ASPECT OF THESE DRAWINGS WITHOUT THE WRITTEN APPROVAL OF THE PROFESSIONAL OF RECORD.
A. GENERAL
C. COATING SYSTEM SPECIFICATIONS
1. ALL PAINT PRODUCT LINES SHALL BE SHERWIN WILLIAMS 1. DTM ACRYLIC COATING (SERIES B66) BY SHERWIN
UNLESS SPECIFICALLY NOTED OTHERWISE BY T-MOBILE. WILLIAMS CO. 1MIL DFT PER COAT APPLIED IN TWO
COATS OVER DTM BONDING PRIMER (B66A50).
2. CONTRACTOR SHALL PREPARE ALL SURFACES AND
APPLY ALL FINISHES PER LATEST EDITION OF
MANUFACTURER'S SPECIFICATIONS.
3. COMPLY WITH MANUFACTURER'S WRITTEN
INSTRUCTIONS REGARDING SUFFICIENT DRYING TIME
BETWEEN COATS WITH PROVISIONS AS RECOMMENDED
BY MANUFACTURER FOR EXISTING WEATHER
CONDITIONS.
4. FINISH COLOR AND TEXTURE OF ALL PAINTED SURFACES
SHALL MATCH EXISTING ADJACENT SURFACES UNLESS
OTHERWISE NOTED BY T-MOBILE.
5. ALL PAINT MATERIAL DATA SHEETS SHALL BE PROVIDED
TO THE T-MOBILE CONSTRUCTION MANAGER.
6. PREPARE PREVIOUSLY PAINTED SURFACE BY LIGHT
SANDING WITH 400 GRIT SANDPAPER AND
NON -HYDROCARBON WASH. PREPARE GALVANIZED
SURFACES BY ACID ETCH OR SOLVENT CLEANING IN
ACCORDANCE WITH SSPC-SP1.
7. FURNISH DROP CLOTHS, SHIELDS, MASKING AND OTHER
PROTECTIVE METHODS TO PREVENT SPRAY OR
DROPPINGS FROM DAMAGING ADJACENT SURFACES AND
FACILITIES.
8. APPLY PAINT BY AIRLESS SPRAY, SANDING LIGHTLY
BETWEEN EACH SUCCEEDING ENAMEL COAT ON FLAT
SURFACES. APPLY MATERIAL TO ACHIEVE A COATING NO
THINNER THAN THE DRY FILM THICKNESS INDICATED.
9. APPLY BLOCK FILTER TO CONCRETE BLOCK
CONSTRUCTION AND ENSURE COMPLETE COVERAGE
WITH PORES COMPLETELY FILLED.
10. CONTRACTOR SHALL CORRECT RUNS, SAGS, MISSES
AND OTHER DEFECTS INCLUDING INADEQUATE
COVERAGE AS DIRECTED BY THE T-MOBILE
CONSTRUCTION MANAGER. REPAINT AS NECESSARY TO
ACHIEVE SURFACES THAT ARE SMOOTH, EVENLY
COATED WITH UNIFORM SHEEN AND FREE FROM
BLEMISHES.
1=�1 111,1111,2[C1110109=1
1. PAINT THE FOLLOWING MATERIALS AND SYSTEMS
CHECKED BELOW WITH THE COATING SYSTEM
INDICATED.
PAINTING SCOPE
SURFACE TO BE PAINTED
COATING
PAINT
DO
NOT
N/A
SYSTEM
PAINT
BTS UNIT
X
ALL EQUIPMENT & CABINETS
X
OTHER THAN THE BTS UNIT
ANTENNA COVERS, TILT
BRACKETS, MOUNTING
BRACKETS AND ASSOCIATED
HARDWARE, CABLE AND CABLE
SEE
SEE
COVERS EXPOSED TO VIEW,
PLANS
PLANS
EXPOSED CONDUIT AND
HANGERS, ETC.
FLASHING UNITS, METAL TRIM
X
AND OTHER METAL SURFACES
STUCCO, CONCRETE,
CONCRETE BLOCK AND
X
CEMENTIOUS TYPE FINISH
SYSTEMS.
PLYWOOD, LUMBER AND WOOD
TRIM INCLUDING THE BACK SIDE
X
OF ALL SCREEN WALLS
DRYWALL
X
CONCRETE POLES
X
METAL POLES AND METAL POLE
X
STAND-OFF
2. 100% ACRYLIC, LATEX COATING EQUIVALENT TO A-100
(SERIES A-82) BY SHERWIN WILLIAMS CO. 1 MIL DFT PER
COAT APPLIED IN TWO COATS OVER SPECIFIED PRIMER.
D. PAINT & PRIMER
ANTENNAS
PRIMER - KEM AQUA E61-W525
TOPCOAT - COROTHANE II B65W200/B6OV22
BTS CABINET
PRIMER - KEM AQUA E61-W525
TOPCOAT - COROTHANE II B65W200/B6OV22
COAXIAL JUMPER CABLES
PRIMER - AS REQUIRED FOR ADHESION. APPLY ONE
COAT OF KEM
AQUA WATER REDUCIBLE PRIMER E61 W25
REDUCED 25%
TOPCOAT - 2 COATS COROTHANE II POLYURETHANE
B65W200/B6OV2
RAW STEEL
PRIMER - KEM BOND HS B50WZ4, DMT ACRYLIC PRIMER
TOPCOAT - 2 COATS COROTHANE II POLYURETHANE
B65W200/B6OV2
GALVANIZED METAL
ACID ETCH WITH COMMERCIAL ETCH OR VINEGAR
PRIMER COAT AND
FINISH COAT (GALVITE HIGH SOLIDS OR DTM
PRIMER/FINISH)
STAINLESS STEEL
PRIMER - OTM WASH PRIMER, B71Y1
TOPCOAT - 2 COATS COROTHANE II POLYURETHANE
B65W200/B6OV2
PRE -PRIMED STEEL
TOUCH UP ANY RUST OR UN -PRIMED STEEL WITH KEM
BOND HS,
SSOWZ4
ALUMINUM & COPPER
PRIMER - DTM WASH PRIMER, B71Y1
TOPCOAT - 2 COATS COROTHANE II POLYURETHANE
B65W200/B6OV2
CONCRETE MASONRY
PRIMER - PRO MAR EXTERIOR BLOCK FILLER
TOPCOAT - 2 COATS A-100 LATEX HOUSE & TRIM, SHEEN
TO MATCH
CONCRETE STUCCO(EXISTING)
2 COATS A-100 LATEX HOUSE & TRIM, SHEEN TO MATCH
STUCCO
PRIMER - PRO MAR MASONRY CONDITONER
B-46-W21000
TOPCOAT - SUPERPAINT A-80 SERIES A-89 SATIN A-84
GLOSS
WOOD
PRIMER - A-100 EXTERIOR ALKYD W009D PRIMER
Y-24W20
TOPCOAT - 2 COATS A-100 LATEX HOUSE & TRIM SHEEN
TO
MATCH ADJACENT SURFACES
1. THE LATEST EDITION OF THE AMERICAN INSTITUTE OF
ARCHITECTS DOCUMENT A201 "GENERAL CONDITIONS OF
THE CONTRACT FOR CONSTRUCTION" ARE INCLUDED IN
THESE SPECIFICATIONS AS IF COMPLETELY
REPRODUCED HEREIN.
2. THIS FACILITY IS AN UNOCCUPIED PCS
TELECOMMUNICATIONS SITE AND IS EXEMPT FROM ADA
ACCESS REQUIREMENTS.
3. PRIOR TO SUBMISSION OF BIDS, THE CONTRACTORS
PARTICIPATING SHALL VISIT THE JOB SITE WITH THE
CONSTRUCTION AND CONTRACT DOCUMENTS TO
CONFIRM THAT THE PROJECT CAN BE ACCOMPLISHED AS
DESIGNED HEREIN, AS WELL AS TO FAMILIARIZE
THEMSELVES WITH ALL FIELD CONDITIONS AFFECTING
THE PROPOSED PROJECT INCLUDING DEMOLITION,
ELECTRICAL, MECHANICAL AND STRUCTURAL
INSTALLATIONS PRIOR TO PROCEEDING WITH
CONSTRUCTION. SHOULD ANY ERRORS, OMISSION, OR
DISCREPANCIES BE FOUND, THE GENERAL CONTRACTOR
SHALL IMMEDIATELY NOTIFY IN WRITING, THE T-MOBILE
CONSTRUCTION MANAGER AND THE ARCHITECT.
4. IN THE EVENT OF DISCREPANCIES WITHIN THESE
DRAWINGS, THE CONTRACTOR SHALL INCLUDE THE
MORE COSTLY OR EXTENSIVE WORK IN THE BID, UNLESS
SPECIFICALLY DIRECTED OTHERWISE BY T-MOBILE. IF A
DISCREPANCY EXISTS AND THE PROJECT MANAGER AND
ARCHITECT ARE NOT NOTIFIED, THE GENERAL
CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ALL
COSTS INCURRED TO REPAIR OR CORRECT ALL
PROBLEMS THAT RESULT.
5. THESE DRAWINGS SHALL NOT BE SCALED AS THESE
DRAWINGS ARE INTENDED TO BE FOR DIAGRAMMATIC
PURPOSES ONLY. FIGURED DIMENSIONS HAVE
PRECEDENCE OVER DRAWING SCALE AND DETAIL
DRAWINGS HAVE PRECEDENCE OVER SMALL SCALE
DRAWINGS. CONTRACTOR SHALL CHECK THE ACCURACY
OF ALL DIMENSIONS IN THE FIELD. UNLESS SPECIFICALLY
NOTED, DO NOT FABRICATE ANY MATERIALS, OR BEGIN
ANY CONSTRUCTION UNTIL THE ACCURACY OF DRAWING
DIMENSIONS HAS BEEN VERIFIED AGAINST ACTUAL FIELD
DIMENSIONS.
6. THE CONTRACTOR SHALL INCLUDE IN HIS OR HER BID
ALL MATERIALS, EQUIPMENT, APPURTENANCES AND
LABOR NECESSARY TO COMPLETE THE WORK AS
INDICATED OR IMPLIED BY THESE DRAWINGS.
7. CONTRACTOR SHALL NOTIFY THE T-MOBILE
CONSTRUCTION MANAGER, THE PROPERTY OWNER AND
THE ARCHITECT IF ANY DETAILS ARE CONSIDERED
IMPRACTICAL, UNSUITABLE, UNSAFE, NOT WATERPROOF
OR NOT WITHIN CUSTOMARY TRADE PRACTICE. IF WORK
IS PERFORMED, IT WILL BE ASSUMED THAT THERE IS NO
OBJECTION TO ANY DETAIL. DETAILS ARE INTENDED TO
SHOW THE END RESULT OF THE DESIGN. MINOR
MODIFICATIONS MAY BE REQUIRED TO SUIT JOB
CONDITIONS, AND SHALL BE INCLUDED AS PART OF THE
WORK.
8. EXISTING ELEVATIONS AND LOCATIONS SHALL BE
VERIFIED BY THE CONTRACTOR BEFORE
CONSTRUCTION. IF THEY DIFFER FROM THOSE SHOWN
ON THE PLANS, THE CONTRACTOR SHALL NOTIFY THE
T-MOBILE CONSTRUCTION MANAGER AND THE
ARCHITECT SO THAT MODIFICATIONS CAN BE MADE
BEFORE PROCEEDING WITH THE WORK.
9. THE CONTRACTOR SHALL VERIFY ALL TELEPHONE &
RADIO EQUIPMENT LAYOUTS, SPECIFICATIONS,
PERFORMANCE, INSTALLATION AND FINAL LOCATIONS
WITH T-MOBILE CONSTRUCTION MANAGER PRIOR TO
BEGINNING WORK. THE CONTRACTOR SHALL BE
RESPONSIBLE FOR COORDINATING ALL WORK WITH
ERICSSON RADIO SYSTEMS.
10. ALL SYMBOLS & ABBREVIATIONS USED ON THESE
DRAWINGS ARE CONSIDERED CONSTRUCTION
STANDARDS. IF THE CONTRACTOR HAS QUESTIONS
REGARDING THEIR EXACT MEANING, THE T-MOBILE
CONSTRUCTION MANAGER AND THE ARCHITECT SHALL
BE NOTIFIED FOR CLARIFICATION BEFORE THE
CONTRACTOR PROCEEDS WITH THE WORK.
11. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL
PERMITS, LICENSES AND INSPECTIONS NECESSARY FOR
PERFORMANCE OF THE WORK AND INCLUDE THOSE IN
THE COST OF THE WORK TO T-MOBILE.
12. THE CONTRACTOR SHALL PROVIDE CONTINUOUS
SUPERVISION AND DIRECT ALL WORK WHILE ANY
SUBCONTRACTORS OR WORKERS ARE ONSITE, USING
HIS OR HER BEST SKILL AND ATTENTION. THE
CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ALL
CONSTRUCTION MEANS, METHODS, TECHNIQUES,
PROCEDURES, SEQUENCES, AND COORDINATION OF ALL
PORTIONS OF THE CONTRACTED WORK.
13. WORKMANSHIP THROUGHOUT SHALL BE OF THE BEST
QUALITY OF THE TRADE INVOLVED, AND SHALL MEET OR
EXCEED THE FOLLOWING MINIMUM REFERENCE
STANDARDS FOR QUALITY AND PROFESSIONAL
CONSTRUCTION PRACTICE:
NRCA NATIONAL ROOFING CONTRACTORS ASSOCIATION
O'HARE INTERNATIONAL CENTER
10255 W. HIGGINS ROAD, SUITE 600
ROSEMONT. IL 60018-5607
SMACNA SHEET METAL AND AIR CONDITIONING
CONTRACTORS
NATIONAL ASSOCIATION
4201 LAFAYETTE CENTER DRIVE
CHANTILLY, VA 20151-1219
IILP INTERNATIONAL INSTITUTE FOR LATH AND PLASTER
820 TRANSFER ROAD
ST. PAUL, MN 55114-1406
14. INSTALL ALL EQUIPMENT AND MATERIALS PER THE
LATEST EDITION OF THE MANUFACTURER'S
INSTALLATION SPECIFICATIONS UNLESS OTHERWISE
INDICATED BY T-MOBILE, OR WHERE LOCAL CODES OR
REGULATIONS TAKE PRECEDENCE.
15. THE CONTRACTOR SHALL VERIFY, COORDINATE, AND
PROVIDE ALL NECESSARY BLOCKING, BACKING,
FRAMING, HANGERS OR OTHER SUPPORTS FOR ALL
ITEMS.
16. THE CONTRACTOR AND ALL SUBCONTRACTORS SHALL
GIVE ALL REQUIRED CONSTRUCTION NOTICES AND
SHALL COMPLY WITH ALL APPLICABLE LOCAL CODES,
REGULATIONS, LAWS AND ORDINANCES, AS WELL AS THE
STATE DEPARTMENT OF INDUSTRIAL RELATIONS
REGULATIONS, INCLUDING BUT NOT LIMITED TO THE
DIVISION OF OCCUPATIONAL SAFETY AND HEALTH
(OSHA).
17. THE CONTRACTOR SHALL PROTECT ALL PROPERTY
FROM DAMAGE THAT MAY OCCUR DURING
CONSTRUCTION. ANY DAMAGE TO NEW AND EXISTING
FINISHES, CONSTRUCTION, STRUCTURE, LANDSCAPING,
CURBS, STAIRS, OR EQUIPMENT, ETC. SHALL BE
IMMEDIATELY REPAIRED OR REPLACED TO THE
SATISFACTION OF T-MOBILE AND THE PROPERTY
OWNER'S REPRESENTATIVE, AT THE EXPENSE OF THE
CONTRACTOR.
18. THE CONTRACTOR SHALL BE RESPONSIBLE FOR, AND
SHALL REPLACE OR REMEDY, ANY FAULTY, IMPROPER,
OR INFERIOR MATERIALS OR WORKMANSHIP OR ANY
DAMAGE WHICH SHALL APPEAR WITHIN ONE YEAR AFTER
THE COMPLETION AND ACCEPTANCE OF THE WORK BY
T-MOBILE UNDER THIS CONTRACT.
19. IT SHALL BE THE RESPONSIBILITY OF THE GENERAL
CONTRACTOR TO PROTECT AND LOCATE, OR CONTACT
AN OUTSIDE AGENCY TO LOCATE, ALL EXISTING
UTILITIES REGARDLESS OF WHETHER OR NOT SHOWN
HEREIN. THE CONTRACTOR SHALL BEAR ALL EXPENSES
FOR THE REPAIR OR REPLACEMENT OF UTILITIES OR
OTHER PROPERTY DAMAGED IN CONJUNCTION WITH THE
EXECUTION OF WORK.
20. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE
COMPLETE SECURITY OF THE PROJECT SITE WHILE THE
JOB IS IN PROGRESS AND UNTIL THE JOB IS COMPLETED
AND ACCEPTED BY T-MOBILE.
21. THE CONTRACTOR SHALL PROVIDE TEMPORARY WATER,
POWER AND TOILET FACILITIES AS REQUIRED BY THE
PROPERTY OWNER, T-MOBILE, AND THE CITY OR
GOVERNING AGENCY.
22. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR
REDLINING THE CONSTRUCTION DOCUMENTS TO
ILLUSTRATE THE AS -BUILT CONDITION OF THE SITE. THIS
SHALL BE DONE AFTER THE SITE HAS BEEN AWARDED
FINAL INSPECTION BY THE RESPONSIBLE BUILDING
AGENCY. ONE SET OF REDLINED DRAWINGS SHALL BE
PROVIDED TO THE T-MOBILE CONSTRUCTION MANAGER.
23. THE LATEST EDITION OF ALL PERMITTED AND APPROVED
PLANS PERTAINING TO THIS PROJECT SHALL BE KEPT IN
A PLAN BOX AND SHALL NOT BE USED BY WORKERS. ALL
CONSTRUCTION SETS SHALL REFLECT THE SAME
INFORMATION. THE CONTRACTOR SHALL ALSO MAINTAIN
IN GOOD CONDITION, ONE COMPLETE SET OF PLANS
WITH ALL REVISIONS, ADDENDA AND CHANGE ORDERS
ON THE PREMISES AT ALL TIMES. THESE ARE TO BE
UNDER THE CARE OF THE CONSTRUCTION
SUPERINTENDENT.
24. THE CONTRACTOR SHALL REMOVE ALL RUBBISH AND
WASTE MATERIALS ON A DAILY BASIS, EXCEPT FOR THAT
SPECIFIED AS THE PROPERTY OF THE BUILDING OR
PROPERTY OWNER AND SHALL EXERCISE STRICT
CONTROL OVER SITE CLEANING THROUGHOUT
CONSTRUCTION AND FINAL CLEAN-UP UPON
COMPLETION OF WORK. ALL AREAS ARE TO BE LEFT IN A
BROOM CLEAN CONDITION AT THE END OF EACH DAY
THEN AT A VACUUM CLEAN CONDITION, FREE FROM
PAINT SPOTS, DUST OR SMUDGES OF ANY NATURE AT
COMPLETION OF WORK.
25. THE GENERAL CONTRACTOR MUST PERFORM WORK
DURING PROPERTY OWNER'S PREFERRED HOURS TO
AVOID DISRUPTION OF NORMAL ACTIVITY.
26. ALL EXPOSED METAL SHALL BE HOT -DIPPED
GALVANIZED.
27. SEAL ALL PENETRATIONS THROUGH FIRE -RATED AREAS
WITH U.L. LISTED OR FIRE MARSHALL APPROVED
MATERIALS IF AND WHERE APPLICABLE TO THIS FACILITY
AND PROJECT SITE.
28. PROVIDE A PORTABLE FIRE EXTINGUISHER WITH A
RATING OF NOT LESS THAN 2-A OR 2-A10BC WITHIN 75
FEET TRAVEL DISTANCE TO ALL PORTIONS OF THE
PROJECT AREA UNDER CONSTRUCTION.
29. ELECTRICAL POWER SYSTEM SHALL BE GROUNDED PER
NEC ARTICLES 250 AND 810.
30. ALL NEW OPENINGS IN THE EXTERIOR ENVELOPE OF
CONDITIONED SPACES SUCH AS AT WALL AND ROOF
PENETRATIONS SHALL BE CAULKED OR SEALED TO LIMIT
INFILTRATION OF AIR AND MOISTURE.
31. UPON COMPLETION OF CONSTRUCTION, T-MOBILE
CONSTRUCTION MANAGER SHALL CONDUCT A
WALK-THRU WITH PROPERTY OWNER OR
REPRESENTATIVE OF PROPERTY OWNER.
32. THE CONTRACTOR SHALL BE RESPONSIBLE FOR
MAINTAINING ALL SYSTEM EQUIPMENT IN A CLEAN
WORKING ORDER UNTIL ACCEPTANCE OF THE PROJECT
BY T-MOBILE.
33. INSTALL ALL EQUIPMENT AND MATERIALS PER THE
LATEST EDITION OF THE MANUFACTURER'S
INSTALLATION SPECIFICATIONS UNLESS SPECIFICALLY
OTHERWISE INDICATED, OR WHERE LOCAL CODES OR
REGULATION TAKE PRECEDENCE.
RESUBMITTED
Mar 24 2021
CITY OF FEDERAL WAY
COMMUNITY DEVELOPMENT
T Mobile
19807 NORTH CREEK PKWY N
BOTHELL, WA 98011
AMERICAN TOWER
CORPORATION
INFINIGY8
FROM ZERO TO INFINIGY
the solutions are endless
BELLEVUE, WA 98004
T-MOBILE SITE:
SE04723A
FEDERAL WAY DISTRIBUTION
CENTERS
ATC SITE:
91531
34301 9TH AVENUE SOUTH
FEDERAL WAY, WA 98003
KING COUNTY
120'-0" MONOPOLE
DRAWINGS ISSUED FOR:
REV.
DATE
DRAWN
DESCRIPTION
OA/OC
A
01/27/21
RCD
PRELIMINARY REVIEW
PD
0
02/11/21
CAP
REVISED PRELIM. REVIEW
PD
SHEET TITLE:
SPECIFICATIONS
& NOTES
SHEET NUMBER: I REVO N:
T-2
�2 PAINT SPECIFICATIONS 1 1 GENERAL SPECIFICATIONS I l
THIS DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, ARE THE PROPERTY OF INFINIGY ENGINEERING, PLLC AND ARE NOT TO BE USED, IN WHOLE OR IN PART, FOR OTHER PROJECTS WITHOUT THE WRITTEN AUTHORIZATION OF INFINIGY ENGINEERING, PLLC. IT IS UNLAWFUL FOR ANY PERSON TO AMEND ANY ASPECT OF THESE DRAWINGS WITHOUT THE WRITTEN APPROVAL OF THE PROFESSIONAL OF RECORD.
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Radio frequency fields beyond
this point may exceed the FCC
general public exposure limit.
Obey all posted signs and site guidelines
for working in radio frequency
environments.
TMobile °
PART No. TMO142862
® NOTICE ® °
GUIDELINES FOR WORKING IN
RADIO FREQUENCY ENVIRONMENTS
® All personnel should have electromagnetic energy
(EME) awareness training.
® All personnel entering this site must be authorized.
® Obey all posted signs.
® Assume all antennas are active.
® Before working on antennas, notify owners and disable
appropriate transmitters.
® Maintain minimum 3 feet clearance from all antennas.
® Do not stop in front of antennas.
® Use personal RF monitors while working near antennas.
® Never operate transmitters without shields during
normal operation.
® Do not operate base station antennas in equipment room.
T Mobile
PART No. TMO130956
°ACAUTION °
Beyond this point:
Radio frequency fields at this site
may exceed FCC rules for human
exposure.
For your safety, obey all posted signs and
site guidelines for working in radio
frequency environments.
,see"
TMobile °
PART No. TMO 142851
m
ARNING"
Beyond this point:
Radio frequency fields at this
site exceed FCC rules for human
exposure.
Failure to obey all posted signs and
site guidelines for working in radio
frequency environments could result in
serious injury.
3o;ipi,
T. 0
PART No. TMO 145771
O O
T Mobile
IN CASE OF AN EMERGENCY
CALL
1-888-662-4662
Site No: FEWWWAY
Site Name: DISTRIBUTION
O O
T-0"
A. GENERAL
1. PRECEDENCE: UNLESS OTHERWISE SHOWN OR
SPECIFIED, THE FOLLOWING GENERAL NOTES SHALL
APPLY. INFORMATION ON THESE DRAWINGS SHALL HAVE
THE FOLLOWING PRECEDENCE.
A. ALL DIMENSIONS TO TAKE PRECEDENCE OVER
SCALE SHOWN ON PLANS, SECTIONS AND DETAILS.
B. NOTES AND DETAILS ON DRAWINGS SHALL TAKE
PRECEDENCE OVER GENERAL NOTES AND TYPICAL
DETAILS.
C. MATERIAL NOTES AND SPECIFICATIONS ON THE
DRAWINGS SHALL TAKE PRECEDENCE OVER THE
SPECIFICATIONS.
2. OTHER TRADES: SEE THE ARCHITECTURAL DRAWINGS
FOR ALL DIMENSIONS NOT SHOWN.
3. GENERAL DETAILS AND NOTES ON THESE SHEETS SHALL
APPLY UNLESS SPECIFICALLY SHOWN OR NOTED
OTHERWISE. CONSTRUCTION DETAILS NOT FULLY
SHOWN OR NOTED SHALL BE SIMILAR TO DETAILS
SHOWN FOR SIMILAR CONDITIONS.
4. SHORING: IT SHALL BE THE RESPONSIBILITY OF THE
CONTRACTOR TO INSTALL ALL TEMPORARY BRACING
AND SHORING TO INSURE THE SAFETY OF THE WORK
UNTIL IT IS COMPLETED. THIS INCLUDES UNDERPINNING
EXISTING FOOTINGS WHERE APPLICABLE.
5. SAFETY: THESE DRAWINGS REPRESENT THE FINISHED
STRUCTURE. UNLESS OTHERWISE INDICATED, THEY DO
NOT INDICATE THE METHOD OF CONSTRUCTION.
6. WATERPROOFING: WATERPROOFING AND DRAINAGE
DETAILS OR SPECIFICATIONS SHOWN IN THESE
DRAWINGS ARE FOR GENERAL INFORMATIONAL
PURPOSES ONLY. CONTRACTOR TO NOTIFY THE
T-MOBILE CONSTRUCTION MANAGER AND THE
ARCHITECT IF ANY INADEQUATE OR IMPROPER
CONDITIONS.
B. STEEL
1. ALL STRUCTURAL STEEL SECTIONS AND WELDED PLATE
MEMBERS SHALL CONFORM TO ASTM A-36 AND BE
FABRICATED IN ACCORDANCE WITH THE SPECIFICATIONS
OF THE AISC.
2. ALL BOLTS SHALL CONFORM TO ASTM A-307 UNLESS
OTHERWISE NOTED ON PLANS. HIGH STRENGTH BOLTS
SHALL CONFORM TO ASTM A-325
3. STEEL PIPE COLUMNS SHALL BE GRADE "B"
CONFORMING TO ASTM A53.
4. STEEL TUBING SHALL BE GRADE "B" CONFORMING TO
ASTM A500.
5. ALL WELDING SHALL BE DONE BY THE SHIELDED ARC
METHOD. ALL WELDERS SHALL BE PROPERLY QUALIFIED
AND BE PRE -APPROVED. SURPLUS METAL SHALL BE
DRESSED OFF TO SMOOTH, EVEN SURFACES WHERE
WELDS ARE NOT EXPOSED TO VIEW. ALL WELDING SHALL
COMPLY WITH THE LATEST A.W.S. SPECIFICATIONS.
6. THE FOLLOWING WELDING EQUIPMENT MUST BE USED:
A. 250 AMP WELDERS.
B. ROD OVENS.
C. GRINDERS.
7. NO BUZZ BOXES SHALL BE USED.
8. ALL STRUCTURAL STEEL SHALL HAVE MILL
CERTIFICATION. MILL CERTIFICATION SHALL BE KEPT ON
THE JOB SITE FOR EXAMINATION BY THE DESIGN
ENGINEER AND THE CITY INSPECTOR.
9. ALL HIGH STRENGTH BOLTS SHALL HAVE MILL
CERTIFICATION. MILL CERTIFICATION SHALL BE KEPT ON
THE JOB SITE FOR EXAMINATION BY THE INSPECTOR.
10. STEEL THAT HAD BEEN WELDED, CUT OR SCRATCHED IN
THE FIELD SHALL BE TOUCHED UP WITH COLD
GALVANIZING PAINT.
11. WELDING INDICATED IN THESE DRAWINGS IS DESIGNED
FOR ONE HALF OF ALLOWABLE CODE STRESSES UNLESS
NOTED "FULL STRESS" AT END OF WELD SYMBOL.
C. CONCRETE
1. STRENGTH: CONCRETE FOR THE PROJECT SHALL HAVE
THE FOLLOWING ULTIMATE COMPRESSIVE STRENGTH AT
AGE OF 28 DAYS:
LOCATION STRENGTH WT. SLUMP
ADMIXTURE
SLAB&FOOTING 3000psi 150pcf 4"
NONE
2. INSPECTION: CONCRETE WITH SPECIFIED STRENGTH
GREATER THAN 2500psi SHALL BE CONTINUOUSLY
INSPECTED DURING PLACEMENT BY A DEPUTY
INSPECTOR EMPLOYED BY A TESTING LABORATORY
APPROVED BY THE BUILDING DEPT.
3. REBAR GRADES: REINFORCING STEEL SHALL BE CLEAN
PREFORMED BARS CONFORMING TO ASTM A615 AS
FOLLOWS:
#4 & SMALLER BARS ................. GPADE 40
#5 & LARGER BARS...................GRADE 60
ALL BARS AT CAISSON FOOTING... GRADE 60
4. FOUNDATIONS & SLABS: TYPE V, LOW ALKALI,
CONFORMING TO ASTM C-150. PIER/CAISSON FOOTINGS:
TYPE V, LOW ALKALI, CONFORMING TO ASTM C-150.
5. AGGREGATE: USED IN THE CONCRETE SHALL CONFORM
TO ASTM C-33. USE ONLY AGGREGATES KNOWN NOT TO
CAUSE EXCESSIVE SHRINKAGE. THE MAXIMUM SIZE
AGGREGATE IN CONCRETE WORK SHALL BE THE
FOLLOWING:
A. FOUNDATIONS & SLABS 9" OR LESS: 3/4" GRAVEL
B. PIER/CAISSON FOOTING: 1" GRAVEL.
6. SHALL BE CLEAN AND FREE FROM DELETERIOUS
AMOUNT OF ACIDS, ALKALIS, ORGANIC MATERIALS AND
SHALL BE SUITABLE FOR HUMAN CONSUMPTION.
7. MIXING: PREPARATION OF CONCRETE SHALL CONFORM
TO ASTM C-94. NO MORE THAN 90 MINUTES SHALL
ELAPSE BETWEEN CONCRETE BATCHING AND CONCRETE
PLACEMENT UNLESS APPROVED BY A TESTING AGENCY.
8. SEGREGATION OF AGGREGATES: CONCRETE SHALL NOT
BE FLOPPED THROUGH REINFORCING STEEL (AS IN
WALLS, COLUMNS, CAISSON, AND DROP CAPITALS) SO AS
TO CAUSE SEGREGATION OF AGGREGATES. USE
HOPPERS, CHUTES, TRUNKS OR PUMP HOSE SO THAT
THE FREE UNCONFINED FALL OF CONCRETE SHALL NOT
EXCEED 5 FT.
9. SPLICES OF REINFORCING STEEL SHALL BE LAPPED A
MINIMUM OF 30 DIAMETERS AND SECURELY WIRED
TOGETHER. SPLICES OF ADJACENT REINFORCING BARS
SHALL BE STAGGERED WHEREVER POSSIBLE.
10. REAR CLEARANCE: MINIMUM COVERAGE FOR JOISTS,
BEAMS, GIRDERS AND COLUMNS SHALL BE TO FACE OF
STIRRUPS OR TIES. UNLESS OTHERWISE NOTED,
CONCRETE COVERAGE FOR REINFORCING BARS TO
FACE OF BAR SHALL BE AS FOLLOWS:
A. CONCRETE IN CONTACT WITH EARTH, UNFORMED
3"
B. CONCRETE IN CONTACT WITH EARTH, FORMED 2"
C. WALL, EXTERIOR FACE 1-1/2"
D. WALL, INTERIOR FACE 1"
E. STRUCTURAL SLABS 3/4"
F. JOISTS 3/4"
G. BEAMS, GIRDERS & COLUMNS 1-1/2"
11. PENETRATIONS: NO SLEEVES OR CHASES SHALL BE
PLACED IN BEAMS, SLABS, WALLS AND COLUMNS,
EXCEPT THOSE SHOWN ON THE PLANS. CONTRACTOR
SHALL OBTAIN PRIOR APPROVAL FOR INSTALLATIONS OF
ANY ADDITIONAL SLEEVES OR CHASES. ALL PLUMBING,
ELECTRICAL AND MECHANICAL OPENINGS SHALL BE
SLEEVES. CORING IS NOT ALLOWED UNLESS PRIOR
APPROVAL IS OBTAINED FROM THE STRUCTURAL
ENGINEER.
12. EMBEDDED ITEMS: CONDUIT PLACED IN A CONCRETE
SLAB SHALL NOT HAVE AN OUTSIDE DIAMETER GREATER
THAN 1/4 THE THICKNESS OF THE SLAB. CONDUIT SHALL
NOT BE EMBBEDED IN A SLAB THAT IS LESS THAN 3-1/2"
THICK, UNLESS SLAB IS LOCALLY THICKENED. MINIMUM
CLEAR DISTANCE BETWEEN COUNDUITS SHALL BE SIX
INCHES.
13. ANCHORING: ALL ANCHOR BOLTS, REINFORCING STEEL,
DOWELS, INSERTS, ETC., SHALL BE WELL SECURED IN
POSITION PRIOR TO PLACING CONCRETE. NO
REPOSITIONING DURING CONCRETE POUR IS ALLOWED.
14. SLABS SHALL BE SPRAYED WITH A CURING COMPOUND
IMMEDIATELY AFTER FINISHING. CURING COMPOUNDS
USED ON CONCRETE WHERE TILE OR FLOOR COVERING
IS TO BE BONDED TO THE CONCRETE SURFACE SHALL BE
APPROVED BY THE TILE OR FLOOR COVERING
MANUFACTURER. KEEP SLAB WET FOR 7 DAY MINIMUM
PERIOD.
15. CONSOLIDATION: ALL CONCRETE SHALL BE VIBRATED AS
IT IS BEING PLACED WITH ELECTRICALLY OPERATED
VIBRATING EQUIPMENT.
D. TIMBER
1. ALL FRAMING LUMBER FOR 4X AND LARGER BEAMS
SHALL BE NO. 1 GRADE DOUGLAS FIR., S45, UNLESS
NOTED OTHERWISE.
2. ALL FRAMING LUMBER FOR 2X RAFTERS AND JOISTS
SHALL BE NO.2 GRADE DOUGLAS FIR, S45, UNLESS
NOTED OTHERWISE.
3. STRIPPING, BLOCKING, BACKING AND OTHER
NON-STRUCTURAL LUMBER SHALL BE NO. 2 OR STD &
BTR GRADE DOUGLAS FIR, S45. 2X4 STUD WALLS SHALL
BE D.F. STANDARD & BTR.
4. ALL BEAMS, JOISTS AND RAFTERS SHALL BE INSTALLED
WITH CROWN SIDE UP.
5. ROOF PLYWOOD SHALL MATCH EXISTING PLYWOOD
SHEATHING WITH A SPAN INDEX RATIO 32/16. EDGE NAIL
WITH8d AT 6" O.C. UNLESS NOTED OTHERWISE ON PLANS.
FIELD NAIL WITH 8d AT 12" O.C.
6. PLYWOOD SHEETS SHALL BE LAID WITH THE FACE GRAIN
PERPENDICULAR TO SUPPORTS AND WITH THE EDGES
STAGGERED, UNLESS NOTED OTHERWISE ON THE
PLANS.
7. PLYWOOD SHALL BE GRADE MARKED BY DFPA, TECO, OR
PTL AND SHALL CONFORM TO PS 1-83.
8. THE MAXIMUM MOISTURE CONTENT OF ALL LUMBER
SHALL NOT EXCEED 24% AT THE TIME OF INSTALLATION.
9. MINIMUM NAILING SHALL COMPLY WITH TABLE 23-1-q OF
BUILDING CODE. ALL NAILS SHALL BE COMMON WIRE
NAILS.
10. ALL BOLTS SHALL HAVE STANDARD CUT WASHERS
UNDER HEADS AND/OR NUTS WHERE IN CONTACT WITH
WOOD.
11. LAG BOLTS SHALL BE SCREWED INTO PLACE, NOT
DRIVEN. LAG BOLTS SHALL BE INSTALLED IN
PRE -DRILLED HOLES WITH A DIAMETER EQUAL TO 75 %
DIAMETER OF BOLT.
12. CONNECTORS: ALL SHEET METAL FRAMING
CONNECTORS SHOWN IN THE PLANS SHALL BE STRONG
CONNECTORS AS MANUFACTURED BY THE SAMSON
COMPANY. SUBSTITUTIONS MAY BE MADE WHEN
APPROVED BY THE STRUCTURAL ENGINEER.
13. ALL LUMBER EXPOSED TO WEATHER OR IN CONTACT
WITH MASONRY OR CONCRETE SHALL BE WOLMANIZED
PRESSURE TREATED LUMBER OR A NATURALLY DECAY
RESISTANT LUMBER SUCH AS REDWOOD OR CEDAR.
14. ALASKAN YELLOW CEDAR GLUE -LAMINATED BEAMS
A. LUMBER SPECIES: ALASKAN YELLOW CEDAR (A.C.)
CONFORMING TO 20E-V12
B. STRENGTH PROPERTIES:
Fb BOTTOM FIBER BENDING STRESS 2000psi MIN.
Fb TOP FIBER BENDING STRESS 1000psi MIN.
Fv SHEAR STRESS 190psi MIN.
Fc COMPRESSION STRESS PERPENDICULAR TO
GRAIN 560psi MIN.
C. MODULUS ELASTICITY 1400ksi MIN.
D. CAMBER TO RADIUS OF 1600° U.O.N.
E. ALL GLB'S SHALL BE FABRICATED WITH EXTERIOR
GLUE.
F. MANUFACTURE OF GLB'S SHRRALLFLCCIJCON��{{F��OppRMMTTTOFFTnnHE
G. GLLU-LAM MATERIAL SHALL BE IM1! ACCOR NCE'WITH
ANSI/AITC A190.1 AND ASTM D3737.
Mar 24 2021
CITY OF FEDERAL WAY
COMMUNITY DEVELOPMENT
T Mobile
19807 NORTH CREEK PKWY N
BOTHELL, WA 98011
111L
AMERICAN TOWER
CORPORATION
INFINIGY8
FROM ZERO TO INFINIGY
the solutions are endless
BELLEVUE, WA 98004
T-MOBILE SITE:
SE04723A
FEDERAL WAY DISTRIBUTION
CENTERS
ATC SITE:
91531
34301 9TH AVENUE SOUTH
FEDERAL WAY, WA 98003
KING COUNTY
120'-0" MONOPOLE
DRAWINGS ISSUED FOR:
REV.
DATE
DRAWN
DESCRIPTION
OA/OC
A
01/27/21
RCD
PRELIMINARY REVIEW
PD
0
02/11/21
CAP
REVISED PRELIM. REVIEW
PD
SHEET TITLE:
SPECIFICATIONS
& NOTES
SHEET NUMBER: - 3 I REVIOSION:
,.2 1 SIGNAGE SPECIFICATIONS 1 1 1 STRUCTURAL SPECIFICATIONS I l
THIS DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, ARE THE PROPERTY OF INFINIGY ENGINEERING, PLLC AND ARE NOT TO BE USED, IN WHOLE OR IN PART, FOR OTHER PROJECTS WITHOUT THE WRITTEN AUTHORIZATION OF INFINIGY ENGINEERING, PLLC. IT IS UNLAWFUL FOR ANY PERSON TO AMEND ANY ASPECT OF THESE DRAWINGS WITHOUT THE WRITTEN APPROVAL OF THE PROFESSIONAL OF RECORD.
1
EXISTING
TREES AREA
LEGAL DESCRIPTION:
\ \ \ 20-25-44; TR A OF SP 91-687; AUD # 9210290076
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IS BASED ON PROVIDED INFORMATION AND IS
NOT THE RESULT OF A FIELD SURVEY. CITY OF FEDERAL WAY SHEET NUMBER:
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19807 NORTH CREEK PKWY N
BOTHELL, WA 98011
AV
AMERICAN TOWER
CORPORATION
INFINIGY&
FROM ZERO TO INFINIGY
the solutions are endless
BELLEVUE, WA 98004
r T-MOBILE SITE:
SE04723A
FEDERAL WAY DISTRIBUTION
CENTERS
ATC SITE:
91531
34301 9TH AVENUE SOUTH
FEDERAL WAY, WA 98003
KING COUNTY
120'-0" MONOPOLE
DRAWINGS ISSUED FOR:
REV.
DATE
DRAWN
DESCRIPTION
QA/QC
A
01/27/21
RCD
PRELIMINARY REVIEW
PD
0
02/11/21
CAP
REVISED PRELIM. REVIEW
PD
REVISION:
0
THIS DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, ARE THE PROPERTY OF INFINIGY ENGINEERING, PLLC AND ARE NOT TO BE USED, IN WHOLE OR IN PART, FOR OTHER PROJECTS WITHOUT THE WRITTEN AUTHORIZATION OF INFINIGY ENGINEERING, PLLC. IT IS UNLAWFUL FOR ANY PERSON TO AMEND ANY ASPECT OF THESE DRAWINGS WITHOUT THE WRITTEN APPROVAL OF THE PROFESSIONAL OF RECORD
INFORMATION CONTAINED WITHIN DRAWINGS
EXISTING EQUIPMENT IS BASED ON PROVIDED INFORMATION AND IS
PAD BY OTHERS (TYP.) NOT THE RESULT OF A FIELD SURVEY.
° EXISTING SPRINT UTILITY H-FRAME T Mobile
° a TO BE REMOVED (TYP.) 19807 NORTH CREEK PKWY N
EXISTING SPRINT y y y y BOTHELL, WA 98011
CABINET TO BE REMOVED
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EXISTING SPRINT FENCED COMPOUND
CABINET TO BE REMOVED
18'-0"
EXISTING CONCRETE
PAD TO BE REMOVED y AMERICAN TOWER
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EXISTING SPRINT ICE w � �
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3 1 EXISTING ENLARGED EQUIPMENT PLAN 22"x34"SCALE: 1/2"=1'-0" O O O
11"x17" SCALE: 1/4" = 1'-0" 2' 1' 0' 2' O
RF EQUIPMENT SCOPE OF WORK -SEE RFDS PROPOSED T-MOBILE
• INSTALL (2) AMIA, (2) ASIB, (3) ABIA, (3) ABIC, (2) ASIK, (4) HPL3 SSC CABINET 2 O
ABIL, (1) FSMF & (1) CSR IXRe ROUTER INSIDE PURCELL
HPL3 600A DC PLANT CABINET PROPOSED T-MOBILE 2 1 O
EXISTING EQUIPMENT LB3 BBU CABINET A-s A-6.2 EXISTING O
PAD BY OTHERS (TYP.) Q 10'GRAVEL AREA Qo
° ° a PROPOSED -0"x6'-0" ICE CANOPY y 60
A-7
PROPOSED T-MOBILE \
d a 2 1 �
a HPL3 EXPANSION CABINET A-6 A-6.1
91531
34301 9TH AVENUE SOUTH
FEDERAL WAY, WA 98003
KING COUNTY
120'-0" MONOPOLE
6„ om
EXISTING UTILITY H-FRAME
BY OTHERS (TYP.) /
J
O �o N PROPOSED T-MOBILE ANTENNA
p AREA (SEE SHEET A-4)
.
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4 IY�IIIII----
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11
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DRAWINGS ISSUED FOR:
REV.
DATE
DRAWN
DESCRIPTION
OA/OC
O 2=0"' 1'-1" 9" ° ° a � �r INGRESS
_ PROPOSED w
o T-MOBILE EXISTING EQUIPMENT
0 2�-6" 25kWUU
SHELTER BY OTHERS (TYP.) EGRESS1111 _ f
O o DIESEL z y
° GENERATOR o O (}7'
CO)° W1211 GAL
O ° SUBTANK V)
O o o y d
EXISTING ° As 3 a
2/11 21
MONOPOLE
0190
y � IST'k���
EXISTING OTHER s'VIQNAL��
CARRIER ICE ° °
BRIDGE (TYP.) °
y PROPOSED T-MO ILE 15'1 y y y y y
A-7 ICE BRIDGE PROPOSED CONCRETE PAD y
PROPOSED T-MOBILE UNISTRUT H-FRAME A-7 sHEErnrLe
PROPOSED T-MOBILE
A-7 GPS ANTENNA PROPOSED T-MOBILE200AACUBE
MET OV RESUBMITTED PROPOSED T-MOBILE 200A AC METER I ENLARGED
s PROPOSED 15'-0"x10 =0" �/ PROPOSED T-MOBILE PPC ON H-FRAME C OF FEDERAL WAv / SITE PLANS
A-7 CONCRETEPAD COMMUNITY DEVELOPMENT Mar 24 2021
:
yPROPOSED T-MOBILE HCS 2.0 COVP PROPOSED T-MOBILE LED z By: CSkaCxn CITY OF FEDERAL WAY SHEET NUMBERREVISION:
A-s ON UNISTRUT H-FRAME (2 TOTAL) —1 / LIGHT WITH TIMER (1 TOTAL) A-7 oals/soil COMMUNITY DEVELOPMENT C ^ 0
2 PROPOSED ENLARGED EQUIPMENT PLAN 11"x17"SCALE: 1/4"=V-0" 2' 2' ENLARGED SITE PLAN 22"x34"SCALE: 3116-- ®
1 1"x17" SCALE: 3/16"=1'0" 2' 1' 0' 2'
THIS DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, ARE THE PROPERTY OF INFINIGY ENGINEERING, PLLC AND ARE NOT TO BE USED, IN WHOLE OR IN PART, FOR OTHER PROJECTS WITHOUT THE WRITTEN AUTHORIZATION OF INFINIGY ENGINEERING, PLLC. IT IS UNLAWFUL FOR ANY PERSON TO AMEND ANY ASPECT OF THESE DRAWINGS WITHOUT THE WRITTEN APPROVAL OF THE PROFESSIONAL OF RECORD.
T Mobile
19807 NORTH CREEK PKWY N
BOTHELL, WA 98011
AMERICAN TOWER
TOP OF EXISTING MONOPOLE
TOP OF EXISTING MONOPOLE
CORPORATION
ELEV. _ ±120'-0" REF., ±120'-6" AGL
ELEV. _ ±120'-0" REF., ±120'-6" AGL
h TOP OF EXISTING ANTENNAS BY OTHERS
TOP OF EXISTING ANTENNAS BY OTHERS
ELEV._ ±115'-0" REF., ±115'-6" AGL
v ELEV. _ ±115'-0" REF., ±115'-6" AGL
H
e-
INFINIGYS's
FROM ZERO TO INFINIGY
OF EXISTING ANTENNAS (BY OTHERS) EXISTING PANEL ANTENNAS
ELEV. = ±112'-0" REF., ±112'-6" AGL BY OTHERS MOUNTED TO
MONOPOLE, TYP.
OF EXISTING ANTENNAS (BY OTHERS) EXISTING PANEL ANTENNAS
ELEV. _ ±112'-0" REF., ±112'-6" AGL BY OTHERS MOUNTED TO
MONOPOLE, TYP.
the solutions are endless
BELLEVUE, WA 98004
T-MOBILE SITE:
ti OF EXISTING ANTENNAS (BY OTHERS)
ELEV.=±95'-0"REF.,±95'-6"AGL
4 OF EXISTING ANTENNAS (BY OTHERS)
ELEV.=±95'-0"REF.,±95'-6"AGL
SE04723A
FEDERAL WAY DISTRIBUTION
TOP OF PROPOSED T-MOBILE ANTENNAS
ELEV.=±87'-0" REF., ±87=6"AGL
PROPOSED T-MOBILE
ANTENNAS WITH ASSOCIATED
EQUIPMENT MOUNTED TO
MONOPOLE - SEE SHEET A-4
CENTERS
ATC SITE:
E OF EXISTING SPRINT ANTENNAS _
ELEV. _ ±g3'-0" REF., ±83'-6" AGL
EXISTING SPRINT PANEL
ANTENNAS TO BE REMOVED
4 OF PROPOSED T-MOBILE ANTENNAS
ELEV. =±83 =0" REF., ±83 =6"AGL
91531
E OF EXISTING SPRINT DISH ANTENNA
ELEF.
V.=±79'-0" RE, ±79'-6" AGL
EXISTING SPRINT DISHELEV.=±79'-0"
ANTENNAS TO REMAIN
OF EXISTING SPRINT DISH ANTENNA
4. F.
RE, ±79'-6" AGL
I
EXISTING DISH ANTENNAS
s
34301 9TH AVENUE SOUTH
FEDERAL WAY, WA 98003
EXISTING ATC MONOPOLE
EXISTING ATC MONOPOLE
KING COUNTY
NOTES:
• THESE DRAWINGS ARE NOT INTENDED TO BE A
VERIFICATION THAT THE STRUCTURE OR
120'-0" MONOPOLE
MOUNTS ARE ADEQUATE TO SUPPORT THE
PROPOSED LOADING. VERIFICATION THAT THE
EXISTING STRUCTURE AND MOUNTS CAN PROPOSED T-MOBILE
SUPPORT THE PROPOSED LOADING SHALL BE CABLING - SEE ANTENNA
PERFORMED BY A REGISTERED PROFESSIONAL SCHEDULES ON SHEET A-4
ENGINEER PRIOR TO CONSTRUCTION.
• CONTRACTOR TO REFER TO THE STRUCTURAL
ANALYSIS AND MOUNT ASSESSMENT AND
VERIFY LOADING WITH THE MOST RECENT RFDS
PRIOR TO CONSTRUCTION.
DRAWINGS ISSUED FOR:
REV.
DATE
I DRAWN
DESCRIPTION
OA/OC
A
01/27/21
RCD
PRELIMINARY REVIEW
PD
0
02/11/21
CAP
REVISED PRELIM. REVIEW
PD
ERfW
pF ��
2/11 21
EXISTING SPRINT
PROPOSED T-MOBILE
EQUIPMENT AT
=
� �F40190
EQUIPMENTS TO BE REMOVED
EXISTING CHAIN
SEE SHEET A-2
EXISTING CHAIN
1
LINK FENCE
-
LINK FENCE
srtoNAL
BOTTOM OF TOWER STEEL
BOTTOM OF TOWER STEEL
SHEETTITLE:
ELEV. = 0'-0" REF., 6" AGL
ELEV. = 0'-0" REF., 6" AGL
SOUTH
GRADE
GRADE
ELEV. = 0'-0" AGL (±295' AMSL)
APPROVED RESUBMITTED
PLANNING
ELEVATIONS
ELEV. = 0'-0" AGL (±295' AMSL)
CITY OF FEDERAL WAV Mar 24 2021
SHEET NUMBER:
REVISION:
COMMUNITY DEVELOPMENT
By: CSCITY FEDERAL WAY
Dan 5/2021 /2021 COMMUNITY DEVELOPMENT
A — 3
H
0
2
EXISTING SOUTH ELEVATION
PROPOSED SOUTH ELEVATION 22"xl7"SCALE: 1/8"=1'-0"
11"x17"SCALE: 1/16'-=100" 8' 6' 4' 2' 0' 8'
11"x7"SCALE: 1/16"=1'-0" 8' 6' 4' 2' 0' 8'
THIS DOCUMENT
AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, ARE THE PROPERTY OF INFINIGY ENGINEERING, PLLC AND ARE NOT TO BE USED, IN WHOLE OR IN
PART, FOR
OTHER PROJECTS WITHOUT THE WRITTEN AUTHORIZATION OF INFINIGY ENGINEERING, PLLC. IT IS UNLAWFUL FOR ANY PERSON TO AMEND ANY ASPECT OF THESE DRAWINGS WITHOUT THE WRITTEN APPROVAL
OF THE PROFESSIONAL OF RECORD.
EXISTING ANTENNA / CABLE SCHEDULE
MOUNT
RFDS
ANTENNA
RRH
TMA/COMBINER/COVP
HYBRID CABLE (HCS)
COAX CABLE
SECTOR
POSITION
MODEL
SIZE
AZIMUTH
RAD CENTER
QTY.
MODEL
QTY.
MODEL
QTY.
TYPE
LENGTH
QTY.
TYPE
LENGTH
ALPHA
Al
ETCR-6541-121-16
84.9"
00
83'-0"
1,1
RRH-P4 (1.9 GHz), RRH-P4
3
ASU9325TYPOl
±150'-0"
A2
--
--
1
RRH-V3
A3
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
BETA
B1
ETCR-654L12H6
84.9"
120'
83'-0"
1, 1
RRH-P4 (1.9 GHz), RRH-P4
B3
1
RRH-V3
GAMMA
C1
ETCR-6541-121-16
84.9"
240°
83'-0"
1,1
RRH-P4 (1.9 GHz), RRH-P4
C2
1
RRH-V3
C3
MW MW1 PX2F-52 2.09' 0° 79'-0" 1 1 CAT-5 90'-0"
MW MW1 PX2F-52 2.09' 120° 79'-0" 1 1 CAT-5 go, -0'.
PROPOSED ANTENNA / CABLE SCHEDULE
MOUNT
RFDS
ANTENNA
RRH
TMA/COMBINER/COVP
HYBRID CABLE (HCS)
COAX CABLE
SECTOR
POSITION
MODEL
SIZE
AZIMUTH
RAD CENTER
QTY.
MODEL
QTY.
MODEL
QTY.
TYPE
LENGTH
QTY.
TYPE
LENGTH
ALPHA
A2
AEHC
38.2"
40°
83.O"
—
2
HCS 2.0 PENDANT
2
FD21206-48S55-XXX
3110'-0"
Al
FFW-65C-R3-V1
95.9"
40°
83=0"
1,1
AHLOA,AHFIG
BETA
B2
AEHC
38.2"
110°
83=0"
B1
FFW-65C-R3-V1
95.9"
110°
83-0"
1,1
AHLOA,AHFIG
GAMMA
C2
AEHC
38.2"
250°
83=0"
C1
FFW-65C-R3-VI
95.9"
250°
83N0"
1,1
AHLOA,AHFIG
NOTES
1. CONTRACTOR IS TO REFER TO T-MOBILE'S MOST
CURRENT RADIO FREQUENCY DATA SHEET (RFDS)
PRIOR TO CONSTRUCTION.
2. CABLE LENGTH IS APPROXIMATE. CONTRACTOR TO
FIELD VERIFY CABLE LENGTHS PRIOR TO ORDERING,
FABRICATION, OR INSTALLATION OF CABLES.
3. PROPOSED EQUIPMENT IS INDICATED BY BOLD TEXT
T Mobile
19807 NORTH CREEK PKWY N
BOTHELL, WA 98011
AMERICAN TOWER
CORPORATION
INFINIGYS'
FROM ZERO TO INFINIGY
the solutions are endless
BELLEVUE, WA 98004
T-MOBILE SITE:
SE04723A
FEDERAL WAY DISTRIBUTION
CENTERS
ATC SITE:
91531
NOTE: MOUNT SECTORS ARE CLOCKWISE. MOUNT POSITIONS ARE CLOCKWISE (LEFT TO RIGHT AS VIEWED FROM THE BACK OF THE ANTENNAS, TO ALIGN WITH TOWER OWNER ANTENNA POSITION FORMAT), INCLUDING EMPTY ANTENNA MOUNT PIPES.
RFDS POSITIONS ARE THE ANTENNA POSITIONS LISTED IN THE RFDS, AND MAY DIFFER FROM THE ORDER IN WHICH EXISTING ANTENNAS ARE INSTALLED. THE METHOD FOR WHAT ORDER ANTENNAS ARE LISTED IN THE RFDS VARIES DEPENDING ON THE MARKET. 34301 9TH AVENUE SOUTH
FEDERAL WAY, WA 98003
1 CAT-5 90'-o" KING COUNTY
MW MW1 PX2F-52 2.09' 120° 79'-0" 1 1 CAT-5 90'-0"
3 RF SCHEDULES NOTTO
3GALE 120'-0" MONOPOLE
Q
z P
W �P5
LU
z
EXISTING SPRINT PANEL ANTENNA TO a A2 QP Al
BE REMOVED (2 PER SECTOR, 6 TOTAL) PROPOSED T-MOBILE AHLOA
EXISTING SPRINT RRH-P4 (1.9 GHz) TO EXISTING ATC MONOPOLE (1 PER SECTOR, 3 TOTAL) 00
EXISTING ATC MONOPOLE
OTHER CARRIER ANTENNA COUNT
ANTENNA
RAD CENTER
MODEL
QTY.
115'-0"
EPBQ-654L8H8-B
3
115'-0"
DS7W2QT8-VT
3
115'-0"
EPBQ-654L8H8-L2
3
112'-0"
78210406
6
112'-0"
ALLGON LGP21403
6
95'-0"
MX06FRO840-02
3
79'-0"
2' MICROWAVE PX2F-52
2
AT&T b 115 -0 RAD: 9 EXISTING ANTENNAS
AT&T O 112'-0" RAD: (12) EXISTING ANTENNAS
VERIZON 0 95'-0" RAD: 3 EXISTING ANTENNAS
DRAWINGS ISSUED FOR:
REV.
DATE
DRAWN
DESCRIPTION
OA/OC
A
01/27/21
RCD
PRELIMINARY REVIEW
PD
0
02/11/21
CAP
REVISED PRELIM. REVIEW
PD
BE REMOVED (1 PER SECTOR, 3 TOTAL) a
A-5 A-5
EXISTING SPRINT RRH-V3 (2.5 GHz) TO EXISTING SPRINT RRH-P4 TO BE
BE REMOVED (1 PER SECTOR, 3 TOTAL) REMOVED (1 PER SECTOR, 3 TOTAL)
PROPOSED T-MOBILE PANEL f jrr
ANTENNA MOUNTED TO MONOPOLE
B2 (1 PER SECTOR, 3 TOTAL) i3F
1 a C1
A-5 A-5
EXISTING SPRINT ANTENNA EXISTING SPRINT ANTENNA
MOUNT TO REMAIN PROPOSED T-MOBILE AHFIG MOUNT TO REMAIN
(1 PER SECTOR, 3 TOTAL) 2/11 {211�
40190
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E�P���Z� g2N'FNryq 1 PPNE� Py,2y0° A2, jE0 4" " r�QNAL �
PROPOSED T-MOBILE HCS
2.0 PENDANT (2 TOTAL)
SHEET TITLE:
N A5 C2 61 APPROVED RESUBMITTED ANTENNA PLANS
PROPOSED T-MOBILE PANEL PLANNING & RF SCHEDULES
I ANTENNA MOUNTED TO MONOPOLE cIMUNITY OERAL WAY DEVELOPMENT
Mar 24 2021
(1 PER SECTOR, 3 TOTAL) COMMUOF FED VELOPMENT
By: CSkad— CITY OF FEDERAL WAY SHEET NUMBER: REVISION:
1 2 04115/2021 COMMUNITY DEVELOPMENT A—4 0
2 EXISTING ANTENNA PLAN SOCALE 1 PROPOSED ANTENNA PLAN SOCALE
THIS DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, ARE THE PROPERTY OF INFINIGY ENGINEERING, PLLC AND ARE NOT TO BE USED, IN WHOLE OR IN PART, FOR OTHER PROJECTS WITHOUT THE WRITTEN AUTHORIZATION OF INFINIGY ENGINEERING, PLLC. IT IS UNLAWFUL FOR ANY PERSON TO AMEND ANY ASPECT OF THESE DRAWINGS WITHOUT THE WRITTEN APPROVAL OF THE PROFESSIONAL OF RECORD.
2 1 NOT USED
Configuration 56790EZ_SR_T
* For 5G and LTE Airscale BB dimensioning refer to Fiber Part matrices.
(Alpha, Beta & Gamma)
FDD - Lowband
LB+MS000 B12 (1-700) - 5 MHz
Passive Antenna B71 (1-600) -10 MHz
B71 (N600) - 10 MHz
L19+
L21+AWS3
H
AEHC
LTE+5G =
i
B41 =
Aicbwe Anrerm 8 7 6 5=4 3 2 1
Top
Ground
HC52.0
TowerTop
5G Airscale
AHFIG
AWS}PCS
HCS2.0
ToIwerTop
1 1 PROPOSED RF PLUMBING DIAGRAM
FDD - Midband
134 (L2100) - 20 MHz
B66 (AWS3) - 5 M H z
132 (L1900) - 20 MHz
B25 (L1900) - 20 MHz
SRAN - GSM PCS
TDD - Band 41
L2.5(2.5GHz)-60 MHz
N41(2.5GHz) - 100MHz
+2nd carrier (<=80MHz)
SRAN LTE + GSM
FSMF
GSM
PCs
LTE FDD/TDD
Airscale9
T Mobile
19807 NORTH CREEK PKWY N
BOTHELL, WA 98011
AV
AMERICAN TOWER
CORPORATION
r T-MOBILE SITE: 1
SE04723A
FEDERAL WAY DISTRIBUTION
CENTERS
ATC SITE:
91531
34301 9TH AVENUE SOUTH
FEDERAL WAY, WA 98003
KING COUNTY
120'-0" MONOPOLE
DRAWINGS ISSUED FOR:
REV.
DATE
DRAWN
DESCRIPTION
QA/QC
A
01/27/21
RCD
PRELIMINARY REVIEW
PD
0
02/11/21
CAP
REVISED PRELIM. REVIEW
PD
r
r
—
40190°`
r
sS�QNAL��
r
e
r
,
SHEET TITLE:
RESUBMITTED
RF PLUMBING
Mar 24 2021
DIAGRAM
r
CITY OF FEDERAL WAY
SHEET NUMBER:
REVISION:
COMMUNITY DEVELOPMENT
A-4.1
0
HIS DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, ARE THE PROPERTY OF INFINIGY ENGINEERING, PLLC AND ARE NOT TO BE USED, IN WHOLE OR IN PART, FOR OTHER PROJECTS WITHOUT THE WRITTEN AUTHORIZATION OF INFINIGY ENGINEERING, PLLC. IT IS UNLAWFUL FOR ANY PERSON TO AMEND ANY ASPECT OF THESE DRAWINGS WITHOUT THE WRITTEN APPROVAL OF THE PROFESSIONAL OF RECORD.
THIS DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, ARE THE PROPERTY OF INFINIGY ENGINEERING, PLLC AND ARE NOT TO BE USED, IN WHOLE OR IN PART, FOR OTHER PROJECTS WITHOUT THE WRITTEN AUTHORIZATION OF INFINIGY ENGINEERING, PLLC. IT IS UNLAWFUL FOR ANY PERSON TO AMEND ANY ASPECT OF THESE DRAWINGS WITHOUT THE WRITTEN APPROVAL OF THE PROFESSIONAL OF RECORD.
O
O AHFIGHEIGHT:
RADIO MODULE HEIGHT:
RADIO MODULE T Mobile
HEIGHT: 27.56" HEIGHT: 22.05"
O MOUNTING TO PIPE MOUNT WIDTH: 13.39" WIDTH: 12.13"
DEPTH: 5.59" DEPTH: 7.44" 19807 NORTH CREEK PKWY N
LU-- O WEIGHT: 79.4 LBS WEIGHT: 83.8 LBS BOTHELL, WA 98011
PENDANT INCLUDES A GROUNDING STUD. 13.39" 5.59" 12.13" 7.44" n
® A 2-6 AWG WEUN ASATHETRAIBLE CONDUCTOR
SHOULD BE RUN AS STRAIGHT AND
SHORT AS POSSIBLE TO AN ADEQUATE
FRONT GROUNDING POINT TO PERFORM
AMERICAN TOWER
PROPERLY. (CONTRACTOR SUPPLIED)
CORPORATION
MANUFACTURER:COMMSCOPE
MODEL: FD21206-48S55-XXX o 0
WEIGHT:
o LB/FT
0
NN
DIMENSIONS: 1.55"0 n U
MOUNTG KIT: c-4
INFINIGY8
BOTTOM RIGHT MOUNTKT PROVIDED
FROM ZERO TO INFINIGY
NOTE: L the solutions are endless
PENDANT MOUNTING ON UNISTRUT PER d
MANUFACTURER'S SPECIFICATIONS FRONT SIDE BELLEVUE, WA 98004
ADDITIONAL
HOSE CLAMP TORQUE VALUE RANGE: FRONT SIDE T-MOBILE SITE:
(IF REQUIRED) 6 +/5NM (53+/-41N LBS) SE04723A
13.39" 12.13"' FEDERAL WAY DISTRIBUTION
P..GLE
CENTERS
' ATC SITE:
91531
HARDWARE INSERT ADAPTER
TOP TOP 34301 9TH AVENUE SOUTH
FEDERAL WAY, WA 98003
6 HYBRID W/ PENDANT DETAIL NOT 5 AHFIG DETAIL NOT TO 4 AHLOA DETAIL NT KING COUNTY
SCALE SCALE SCACALE
MECHANICAL
MANUFACTURER: COMMSCOPE DOWNTILT MANUFACTURER: NOKIA
MODEL: FFVV-65C-R3-V1 25.2 BRACKET 9'3 MODEL: AEHC 120'-0" MONOPOLE
WEIGHT: 124.6 LBS; BRACKETS: 14.6 LBS WEIGHT: 108 LBS
DIMENSIONS: 95.9" X 25.2" X 9.3" DIMENSIONS: 38.2" X 21.4" X 8.1"
FREQUENCY: REFER TO RF DATA SHEET FREQUENCY: REFER TO RF DATA SHEET
DOWNTILT ANTENNA MOUNTING
25 2" BRACKET AND HARDWARE BY
ANTENNA MANUFACTURER
21.4 T-MOBILE RADIO
® MOUNTED TO PIPE MOUNT
0
� WITH MANUFACTURER ,
SUPPLIED HARDWARE
°D 21.4
DRAWINGS ISSUED FOR:
REV.
DATE
DRAWN
DESCRIPTION
OA/OC
A
01/27/21
RCD
PRELIMINARY REVIEW
PD
0
02/11/21
CAP
REVISED PRELIM. REVIEW
PD
TOP
TOP
MOUNT PIPE
f
25.2"
®
°n0
T-MOBILE ANTENNA
rn
N
W
V
`o � �,
o
CO
STAND OFF ARM
—
..L��
OR PLATFORM
2/11 21
40190
==p_
ANTENNA MOUNTINGS'S+
IST kIL
�CS`
IO
BOTTOM
KIT BY ANTENNA
N AL
FRONT SIDE
MANUFACTURER
RF CONNECTOR, TYP
SHEET TITLE:
EQUIPMENT
RESUBMITTED
DETAILS
JUMPER CABLEMBr 24 2021
RF
CONNECTOR,
TYP
__________
7�
SHEET NUMBER:
REVISION:
FRONT
SIDE
NOTE: ROTATE FRAME OF MOUNT TO MATCH DEGREE
LINE WHERE
CITY OF FEDERAL WAYw
APPLICABLE. DEVELOPMENTCOMMUNITY
H
— 5
0
3
ANTENNA DETAIL
NOTTO
2
ANTENNA DETAIL
NOT TO
MOUNTING DETAIL
NOT TO
SCALE
SCALE
SCALE
THIS DOCUMENT
AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, ARE THE PROPERTY
OF
INFINIGY ENGINEERING,
PLLC AND ARE NOT TO BE USED, IN WHOLE OR IN PART, FOR OTHER PROJECTS WITHOUT THE WRITTEN AUTHORIZATION
OF
INFINIGY ENGINEERING,
PLLC. IT IS UNLAWFUL FOR ANY PERSON TO AMEND ANY ASPECT OF THESE DRAWINGS WITHOUT THE WRITTEN
APPROVAL
OF THE PROFESSIONAL OF RECORD.
MANUFACTURER: NOKIA
MANUFACTURER: NOKIA
MANUFACTURER: NOKIA
MODEL: FSMF (MODULE)
DIMENSIONS:5.2"x17.6"x16.5"
MODEL: ABIC UNIT
DIMENSIONS:8.6"x14.2"x1.7"
MODEL: ABIL UNIT
DIMENSIONS:8.6"x14.2"x1.1"
WEIGHT: 25.3 LBS
WEIGHT: 5.8 LBS
WEIGHT: 4.4 LBS
T Mobile
19807 NORTH CREEK PKWY N
SFP28
BOTHELL, WA 98011
RF2 RF4 RF6 RF8
S-RF1 S-RF2
o00000 00o
p ®mm®m®mm®mm®mm®m t j I
OQ000000080000000i
O
_
0 C=
S-RF1
S-RF2
0 ®
AMERICAN TOWER
QSFP28
CORPORATION
RF1 RF3 RF5 RF7 RF9
INFINIGY8
FROM ZERO TO INFINIGY
11
FSMF DETAIL
NOT TO
SCALE
10
ABIC DETAIL
NOT TO
SCALE
9
ABIL DETAIL
NOT TO
SCALE
MANUFACTURER: NOKIA
MANUFACTURER: NOKIA
MANUFACTURER: NOKIA
the solutions are endless
MODEL: AMIA UNIT
MODEL: ASIB UNIT
MODEL: ASIK UNIT
DIMENSIONS:5.1"x15.7"x17.6" a
DIMENSIONS:8.6"x14.2"x1.7"
DIMENSIONS:8.6"x14.2"x1.7"
BELLEVUE, WA98004
WEIGHT: 11.2 LBS (UNIT ONLY)
e
WEIGHT: 6.4 LBS
WEIGHT: 6.6 LBS
e e
SYNC IN SYNC OUT EIF3
T-MOBILE SITE:
°
DC IN EAC SEI1 SEI2 EIF2 EIF5
SE04723A
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EIF2
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34301 9TH AVENUE SOUTH
a
FEDERAL WAY, WA 98003
COUNTY
8
AMIA DETAIL
NOT'T
7
ASIB DETAIL
NO
6
gSIK DETAIL
NOTTOKING
SCALE
SCALAl E
SCALE
120'-0" MONOPOLE
MANUFACTURER: ERICSSON
MANUFACTURER: NOKIA
14'
MODEL: PSU 4813
MODEL: ABIA UNIT
FRONT OF JUNCTION BOX
MANUFACTURER: RAYCAP
MODEL RTMDC-5634-PF-48
DIMENSIONS: 1.7"x19.0"x14.3" DIMENSIONS: 8.6"x14.2"x1.1" ALARM SHOWN W/O ACCESS PANEL
WEIGHT: 17.2 LBS WEIGHT: 4.6 LBS CONNECTIONS DIMENSIONS: 14.0"x8.0"x16.0"
ALPHA LABEL---_� WEIGHT: 15.2 LBS
MOUNTING BRACKET FUSE CONNECTORS o FIBER MANAGEMENT
® z
BETA LABEL ----POWER INDICATION
RF1 RF2 RF3 RF4 RF5 RF6 LED'S (1 PER SECTOR)
000000 0000 0 00000 00000 00000 00000 0 io
}Oo• 00 00 _ o0 00 _ oo �. O { GAMMA LABEL
ftw� 0000 °o°o °o°o o°o o°o o° FIBERADAPTERS,
OVP'S (TYP. OF (1) ® QUANTITY 24, 3x8 CLIPS
FACING FORWARD
DRAWINGS ISSUED FOR:
REV.
DATE
DRAWN
DESCRIPTION
OA/OC
A
01/27/21
RCD
PRELIMINARY REVIEW
PD
0
02/11/21
CAP
REVISED PRELIM. REVIEW
PD
Ej
FOR EACH SECTOR,
(3) SECTORS TOTAL)
DC POWER OUTPUTS
L
DC INPUT EXTERNAL POWER
LUGS, QTY. 6 EACH, 2-14 AWG
TERMINALS ALARM PORT SWITCHES
f
ALARM ENTRY GLANDS
NOT
5
VOLTAGE BOOSTER DETAIL
4
ABIA DETAIL
(QTY.1,o.2"-0.4")
�F A�
S°A °
SALTO E
7TRUNK
1/2"
0SIMPSON STRONG -TIE
EQUIPMENT CABINET
STRONG -BOLT 2 STAINLESS
CONDUIT FITTING CABLE ENTRY
—
MANUFACTURER: NOKIA
LOCK WASHER STEEL WEDGE ANCHOR WITH
(QTY. 1, 1.5") GLAND (QTY. 2, 1.1"-1.7")
MODEL: IXR-e
3-3/4" NOMINAL EMBEDMENT
2/11 21
DIMENSIONS: 17.25"x10.0"x1.75"
WEIGHT: TBD
FLAT WASHER (ICC ESR-3037), TO BE
INSTALLED I EACH CORNER
14
+d
19
CONCRETE OF CABINET 4 TOTAL WITH
(
GROUND LEVEL JUNCTION BOX
FQ
�yt
sr�oNAL�
SLAB PER PLAN MINIMUM 6.5" EDGE DISTANCE
ALARM ENTRY GLANDS BOTTOM PANEL CONFIGURATION
(QTY. 1, 0.2"-0.4")
a
BREATHER VENT---.- -
W a d a 4
ALARM ENTRY GLANDS 00
e-SHEETTITLE:
Z w 4
(QTY.1,0.2%0.4") FIBER JUMPER ENTRY
GLANDW t-TTFrD
EQUIPMENT
m a
M LU a
DETAILS
a
Mar 24 2021
CONDUIT FITTING TRUNK CABLE ENTRY
SHEET NUMBER:
REVISION:
a
GLAND QTY. 2, 1.1 "-1.7" CITY OF FEDERAL WAY
(QTY. 1, 1.5") )
COMMUNITY DEVELOPMENT
G
A—G
V
0
L-L—)
3
ROUTER DETAIL
NOT TO.CALF
2
CABINET ATTACHMENT DETAIL
NOT TO
1
HCS 2.0 JUNCTION BOX DETAIL
NOT TO
SCALE
SCALE
SCALE
THIS DOCUMENT
AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, ARE THE PROPERTY
OF
INFINIGY ENGINEERING,
PLLC AND ARE NOT TO BE USED, IN WHOLE OR IN PART, FOR OTHER PROJECTS WITHOUT THE WRITTEN AUTHORIZATION
OF
INFINIGY ENGINEERING,
PLLC. IT IS UNLAWFUL FOR ANY PERSON TO AMEND ANY ASPECT OF THESE DRAWINGS WITHOUT THE WRITTEN
APPROVAL
OF THE PROFESSIONAL OF RECORD.
MANUFACTURER: PURCELL SYSTEMS INC
MODEL: HPL3 600A DC CABINET
WEIGHT: 430 LBS (WITHOUT EQUIPMENT)
DIMENSIONS: 30.0"x48.0"x72.0"
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
15
14 3RD
AIRSCALE
13
12
FIBER MUX
11
10
9 2ND
a AIRSCALE
O 8
7
FIBER MUX
6
5
4 1ST
AIRSCALE
3
2
FIBER MUX
1
2
r
O
m
RECTIFIER SHELF
AAV
CSR
4TH
AIRSCALE
FIBER MUX
3RDLEGACY
BBU
2NDLEGACY
BBU
1STLEGACY
BBU
0
N
r
ISO VIEW
FRONT VIEW
FIBER ROLF
1: IT IS STIR
RECOMMEP
USE THESE
KNOCKOUT
FROM COVI
WATER-TIG
GROMMET
(4) 7/8" 0 HOLES FOR
HPL3 AND EXPANSION
CABINET 2-STRING
BATTERY RACK
MOUNTING POINTS
(4) 7/8"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
KNOCKOUTSTHROUGH
SKU# 34038 PURCELL
2" PLINTH (OPTIONAL)
29.6"
(4) 3/4"0 HOLES FOR
HPL3, AND EXPANSION
CABINET CORNER
MOUNTING POINTS
2„
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o
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O
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SKU# 34038 PURCELL 2" PLINTH SKU# 34038 PURCELL
PLAN VIEW 2" PLINTH
SIDE VIEW
4R. n"
RIGHT VIEW
4nn-
(6) KNOCKOUTS LOCATED
INCONVENIENTLY FROM
INTERNAL AIRSCALE
EQUIPMENT & ARE NOT
FEASIBLE. SEE FIBER
ROUTE OPTION 1.
KNOCKOUTFOR
ETHERNET FOR ALARMS
KNOCKOUTSFOR
BATTERY WIRES
(4) 5/8" 0 FOR
-RY M(
3 FOR
(RAGE
O O O O
O O O Q
BACK VIEW
28.0"
MOUNTING FOOTPRINT
1Q�^fin■ ■ '' ^�..■ ■
1■� i�
1 $
it — ®t■l
I
INTERNAL ROUTING
AIRSCALE
BASEBAND
ALPHA POWEI
(48 BREAKER
CSR ROUTER
FIBER ROUTE OPTION 2: REAR
KNOCKOUTS CAN BE UTILIZED
FOR BOTTOM FIBER ROUTING
FROM COVP TO AIRSCALE IF
OPTION 1 IS UNAVAILABLE.
2 ROWS OF (4) 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
ALL DC POWER
CABLES (BLUE)
TO BE ROUTED
AT THE LEFT SIDE
OF THE CABINET
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
RECTIFIERS
(10 POSITIONS)
AIRSCALE
BASEBAND
EGACY
ASEBAND
FRONT VIEW RESUBMITTED
(OPEN)
Mar 24 2021
T Mobile
19807 NORTH CREEK PKWY N
BOTHELL, WA 98011
111L
AMERICAN TOWER
CORPORATION
INFINIGYS'
FROM ZERO TO INFINIGY
the solutions are endless
BELLEVUE, WA 98004
r T—MOBILE SITE:
SE04723A
FEDERAL WAY DISTRIBUTION
CENTERS
ATC SITE:
91531
34301 9TH AVENUE SOUTH
FEDERAL WAY, WA 98003
KING COUNTY
120'-0" MONOPOLE
DRAWINGS ISSUED FOR:
REV.
DATE
DRAWN
DESCRIPTION
OA/OC
A
01/27/21
RCD
PRELIMINARY REVIEW
PD
0
02/11/21
CAP
REVISED PRELIM. REVIEW
PD
I
I
I
I
I j
c EQUIPMENT
DETAILS
POWER FEED SHEET NUMBER: REVISION:
CITY OF FEDERAL WAY //^.��
COMMUNITY DEVELOPMENT A — I ' . 0
1 PURCELL HPL3 POWER CABINET DETAILS NOT
TO
SCALE
THIS DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, ARE THE PROPERTY OF INFINIGY ENGINEERING, PLLC AND ARE NOT TO BE USED, IN WHOLE OR IN PART, FOR OTHER PROJECTS WITHOUT THE WRITTEN AUTHORIZATION OF INFINIGY ENGINEERING, PLLC. IT IS UNLAWFUL FOR ANY PERSON TO AMEND ANY ASPECT OF THESE DRAWINGS WITHOUT THE WRITTEN APPROVAL OF THE PROFESSIONAL OF RECORD
MANUFACTURER: PURCELL SYSTEMS INC
MODEL: HPL3 LARGE BATTERY CABINET
WEIGHT: 350 LBS (WITHOUT EQUIPMENT)
DIMENSIONS: 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 F(
HPL3 4-STRING BAl
RACK MOUNTING P
4X .75 0 HOLES FOR HPL3 AND
EXPANSION CABINET CORNER
MOUNTING POINTS
SKU# 34038 PURCELL 2" PLINTH SKU# 34038 PURCELL 2" PLINTH
PLAN VIEW SIDE VIEW
Q
W
t
-
a
�
00 00
FRONT VIEW l'-,
KNOCKO
ETHERNE
ALARMS
KNOCKOU
BATTERYI
ISO VIEW
LEFT VIEW
SHIPPING HOOKS TO
BE REMOVED AFTER
CABINET INSTALL
:ORRECT KNOCKOUT
-OOL REQUIRED FOR
'UNCHING KNOCKOUTS.
)O NOT DRILL
:NOCKOUTSTHROUGH
_.. .. 34038 PURCELL 2" PLINTH
(OPTIONAL)
MOUNTING FOOTPRINT
BATTERY
BRACKETS
BATTERY
VIBRATION
MOUNTS —
30.3"
FRONT VIEW
(OPEN)
)R
ICHORAGE
4X BATTERY
SHELVES,UP
TO 200AH
RESUBMITTED
Mar 24 2021
CITY OF FEDERAL WAY
COMMUNITY DEVELOPMENT
T Mobile
19807 NORTH CREEK PKWY N
BOTHELL, WA 98011
111L
AMERICAN TOWER
CORPORATION
T-MOBILE SITE:
SE04723A
FEDERAL WAY DISTRIBUTION
CENTERS
ATC SITE:
91531
34301 9TH AVENUE SOUTH
FEDERAL WAY, WA 98003
KING COUNTY
120'-0" MONOPOLE
DRAWINGS ISSUED FOR:
REV.
DATE
DRAWN
DESCRIPTION
QA/QC
A
01/27/21
RCD
PRELIMINARY REVIEW
PD
0
02/11/21
CAP
REVISED PRELIM. REVIEW
PD
4_j
EFT TITLE:
EQUIPMENT
DETAILS
SHEET NUMBER.— 6 ■ 2 I RE IN
1 PURCELL HPL3 BATTERY CABINET DETAILS NOl
SCALE
THIS DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, ARE THE PROPERTY OF INFINIGY ENGINEERING, PLLC AND ARE NOT TO BE USED, IN WHOLE OR IN PART, FOR OTHER PROJECTS WITHOUT THE WRITTEN AUTHORIZATION OF INFINIGY ENGINEERING, PLLC. IT IS UNLAWFUL FOR ANY PERSON TO AMEND ANY ASPECT OF THESE DRAWINGS WITHOUT THE WRITTEN APPROVAL OF THE PROFESSIONAL OF RECORD.
SITE PRO 1 24"
SUPPORT ARM OR
PER PLAN
APPROVED EQUAL
NOTES:
SITE PRO 1 24" WIDE GRIP
1. CONCRETE SHALL ATTAIN
T Mobile
STRUT ICE BRIDGE, OR
COMPRESSIVE
APPROVED EQUAL (CUT TO
S
STRENGTH OF fc=3,000
19807 NORTH CREEK PKWY N
SUIT), TOUCH UP WITH 2
°
° ° °
PSI MINIMUM AT 28 DAYS.
BOTHELL, WA 98011
COATS OF GALVACON
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v i'
UL
P
v_ _I_ _ _ _ v _o _ _ _I
2, ALL REINFORCING STEEL
Of
LU
COAX CABLE HANGERS
° e ° o SHALL COMPLY WITH
>
(TO SUIT CABLE SIZE) OR
APPROVED EQUAL
e
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ASTM A615, GRADE 40.
B
LU
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m
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-
- -
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24" WIDE
SITE PRO 1 DIRECT -BURIAL
0-
—
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`
CORPORATION
GRIPSTRUT
PIPE COLUMN OR
APPROVED EQUAL
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CHANNEL
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3/4" CHAMFER
BOTTOM OF COAX
BLOCKING AT 8'-0' AGL V
TOP OF EXISTING GRADE
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vl
° °_L_
SLAB ABW/#4REBAREACH
INFINIGY8
/
b ' °
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° WAY @ 12" O/C
f
GALVINIZED STEEL POST
p
o
FROM ZERO TO INFINIGY
the solutions are endless
CONCRETE PIER
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CONCRETE PIER 2500
(
PLAN VIEW
BELLEVUE, WA98004
PSI-5 1/2 SACK MIX)
SLOPE TO DRAIIy_
T-MOBILE SITE:
zo z
[�
#q REBAR EACH
1/8" PER 12" WAY @ 12" O/C
SE04723A
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FEDERAL WAY DISTRIBUTION
1 ,17
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CENTERS
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SITE PRO 1 PART #
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SCARIFY AND RECOMPACT THE UPPER 6" TO /
°
g^ WIDE X 12" DEEP
ATC SITE:
Z
o
n
DIRECT -BURIAL PIPE COLUMNS
/�
90% RELATIVE COMPACTION PER ASTM D 1557\
UNLESS OTHERWISE AS NOTED IN
FOOTING W/ (2) #4
91531
°
13'-4" COLUMN 1B24D-V
g„
\�/\� REBAR @ BOTTOM
18'-0" COLUMN 1B24D-216V
GEOTECHNICAL REPORT
1'-6"
6MIL POLY VAPOR BARRIER ON SOIL
34301 9TH AVENUE SOUTH
SECTION B-B
FEDERAL WAY, WA 98003
KING COUNTY
6
ICE BRIDGE SPECIFICATION
SOTTO
rJ
CONCRETE PAD DETAIL
SOTTO
SCALE
SCALE
CONNECT GRIP -STRUT PANELS
TO LEDGER (MIN. 2 J.B. @ EA EN
120'-0" MONOPOLE
10'-10"
Q 3/8x2"x0'-2"
4'-0" MAX.
TO EACH POST
CONTRACTOR TO VERIFY
ABOVE SLAB OVERALL LENGTH REQUIRED 1-1/2" GALV. SQUARE P1000
10'-6" TO ACCOMMODATE EQUIPMENT UNISTRUT RAIL (12 GA.)
ABOVE SLAB GRIP -STRUT PANELS (TYP.) COORDINATE EXACT
PIPE CAP - LOCATION IN FIELD
NOTE: 3-1/2" POST CAP LED LIGHT PLAN VIEW
CONTRACTOR MAY NEED
TO FIELD MODIFY LENGTHS 1/2" U-BOLT, TYP. MOGUL SOCKET MOUNTING 3" DIA. SCH 40
OF SOME CANOPY STAINLESS STEEL OR
MEMBERS TO MEET L 4x4x1/4 CONTINUOUS MANUFACTURER'S CABLE OR GALV. PIPE (TYP)
MINIMUM BASEPLATE LEDGER OTHER CABLE SUITABLE FOR
ANCHORAGE EDGE EXTENDED SUNLIGHT EXPOSURE 1/2" U-BOLT (TYP.)
DISTANCES ON SOME -
CONCRETE SURFACES. 3"0 STD. (3.5" O.D.) PIPE METALLIC CABLE >
II II
DRAWINGS ISSUED FOR:
REV.
DATE
I DRAWN
DESCRIPTION
OA/QC
A
01/27/21
RCD
PRELIMINARY REVIEW
PD
0
02/11/21
CAP
REVISED PRELIM. REVIEW
PD
318" WEEP HOLE @ 2 SIDES TERMINATION FITTING
FYGA/FYGB MOUNTED ON A POLE g" NEAR BASE
USING GPS MOUNTING KIT (FYMA)ISYSTEM)
MIN. ICE CANOPY POST IL I
5/16 (4) HILTI KB-TZ 5/8"0 ANCHORS j END CAP (TYP)
(3-1/8" EFFECTIVE EMBEDMENT) ER f W
o
a 11 a WEATHERPROOF 60 MIN. 0 8"x8"x1/2" STEEL �F A
MODEL: FYGA/FYGB d a ROTARY TIMER LIGHT SWITCH I I I I BASEPLATE (TYP.)
DEPTH: 3.74" a d WITH (4) 1/2" DIA.
BOLTS WITH EPDXY I _
HEIGHT: 2.85" ° d * ANCHOR AND 4" 1
WEIGHT: 5.4 oz III ° a 3/4" RGS CONDUIT FOR (3) MIN. EMBEDMENT
OPERATING TEMP: -40°F TO 185°F #12 AWG ELECTRICAL RUN 2/> > 21
FINISH GRA E 40190 �jp•
- a d #2 AWG BARE SOLID TINNED a �C'is
NOKIA BASE STATION: ° a a COPPER WIRE TO GROUND RING S
t
GPS GLONASS RECEIVER ANTENNA (FYGA/FYGB) OELEVATION S�ONAL�
EXOTHERMIC WELD
FLEXI MULTIRADIO BTS USES GPS (GLOBAL POSITICONCRETE SLAB PER PLAN
1-1/2" 1
OR GNSS (GLOBAL NAVIGATION SATELLITE SYSTEM8"x8"x1/2" STEEL
FOR FREQUENCY AND TIME SYNCHRONIZATION. A BASEPLATE
ANTENNA WITH AN INTEGRATED RECEIVER IS INST1"x12"x12" BASE PLATE
FOR SATELLITE VISIBILITY, AND IS DIRECTLY CONNECTED TO THE TO PPC CABINET SHEET TITLE:
TYP. SYSTEM MODULE. DC POWER FEED FOR THE RECEIVER IS SUPPLIED o � (4) HILTI KB-TZ 5/8"0 ANCHORS 3/16„ EQUIPMENT
�
\
THROUGH THE COMBINED POWER AND DATA CABLE. THE OPERATING (3-1/8" EFFECTIVE EMBEDMENT) UBMITTED
TEMPERATURE RANGE ID FROM -40C TO +85C (-40F TO +185F). v a \RE 3" DIA. SCH 40 STAINLESS N DETAILS
NOTE: FYGA/FYGB IS SET TO SUPPORT BOTH GPS AND GLONASS 3"0 STD. (3.5" OD.) PIPE STEEL OR GALV. PIPE (TYP
SATELLITE SYSTEMS. TO SUPPORT GLONASS ONLY MODE, Mar 2¢ 2021 ) o 0
FYGA/FYGB HAS TO OPERATE WITH NOKIA APPROVED FIRMWARE O O t END VIEW SHEET NUMBER: REVISION:
V2.11 OR LATER. CITY OF FEDERAL WAY
COMMUNITY DEVELOPMENT 7 0
4 GPS ANTENNA DETAIL NOT SCALE TO 3 ICE CANOPY DETAIL SOTTO 2 WORK LIGHT WITH TIMER DETAIL SCALE 1 H-FRAME DETAIL NOT
SCALE SCALE
THIS DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, ARE THE PROPERTY OF INFINIGY ENGINEERING, PLLC AND ARE NOT TO BE USED, IN WHOLE OR IN PART, FOR OTHER PROJECTS WITHOUT THE WRITTEN AUTHORIZATION OF INFINIGY ENGINEERING, PLLC. IT IS UNLAWFUL FOR ANY PERSON TO AMEND ANY ASPECT OF THESE DRAWINGS WITHOUT THE WRITTEN APPROVAL OF THE PROFESSIONAL OF RECORD.
RD025 I 2AL 1 25 kW
INDUSTRIAL DIESEL GENERATOR SET
EPA Certified Stationary Emergency
APPLICATION AND ENGINEERING DATA
ENGINE SPECIFICATIONS
General
Make Generac
EPA Emission Compliance
Tier 4 Interim
Cylinder W
4
Type
In -Line
Displacemeal • ins (L)
150 (2.46)
Bore - In (mm)
3.3 (84.0)
Stroke - in (mm)
3.9 (t 0o.o)
Compression Ratio
21.3:1
Intake Air Method
Naturally Aspirated
Piston Type
Aluminum
Crankshaft Type
Forged Steel
Engine Block Type
Gast Iron
Engine Governing
Governor Electronic
Frequency Regulation (Steady State) ±025%
Lubrication System
Oil Pump Type Gear
Oil Filter Type Full Flow Cartrtdge
Crankcase Capacity with Fitters- qt (L) 6.87 (6.5)
ALTERNATOR SPECIFICATIONS
Standard Model
GeneraC
_
Pales
4
Field Type
Rotating
Insulation Class - Rotor
H
Insulation Class - stator
H
Total Harmonic Distortion
<5%
Telephone Interference Factor MF) <50
GENERAL'
Cooling System
Cooling System Type Closed Recovery
Fan Type Pusher
Fan Speed. rpm 1.800
Fan Diameler - in (mm) 18.11 (460)
Fuel System
INDUSTRIAL
Fuel Type
Ultra Law Sulfur Diesel Fuel
Fuel Specillcallon
ASTM
Fuel Pump Type
Mechanical Engine Driven Gear
tniector Type
Mechanical
Fuel Supply Or (min)
7.9410.31 (0)
Fuel Return Line (mrryln) 4.761.19110)
Fuel Flliaring (mlcror}s) 25
Engine Electrical System
System Voltage
12 VOC
Battery Charger A1lemalcr
Standard
Battery $12e
Group 27F
Battery Voltage
12 VDC
Ground Polarity
Negalive
Standard Excitation
Direct
Bearings
Single Sealed
Coupling
Flexible Disc
Prototype Short Circult Test
Yes
011age Regulator Type
Full Digital
Number M Sensed Phases
2
Regulation Accuracy (Steady $late) ±1.0%
RD025 I 2AL 1 25 kW
INDUSTRIAL DIESEL GENERATOR SET
EPA Certified Stationary Emergency
DIMENSIONS AND WEIGHTS*
I. W. j
ENC LOUSED UNIT with 48hour Tank
GENERAC INDUSTRIAL
L x W x H in (mm) 95.4 (2,422) x 35.0 (880) x 73.2 (1,858)
Sound output in dB(A) at 23ft with 65
generator operating at normal Load
w All measuraroards are approximate and for estimation purposes only.
spoClMatim riWazrpdS®t5 may &--Qt-hh" rlortb. Dtren -i a.0 wpghlS 0. for Pin' porpoW 0*. PLam [a1SM11 3 nw&g Power Sy5l Ir-JPvjW Peals fro de led'-5 bwn drawing5.
Gomfoo Power Systems, Inc. I P.0.8ax 8 1 Waukesha, W153189
P' (262) 544.4811 W20180enerac Power Systems, Inc- AN nglne reserved- All specincallens are subject to change wltndal notice -
Part No IODODMO90
Rev. A 0,1105/16
T Mobile
19807 NORTH CREEK PKWY N
BOTHELL, WA 98011
111L
AMERICAN TOWER
CORPORATION
INFINIGY8
FROM ZERO TO INFINIGY
the solutions are endless
BELLEVUE, WA 98004
T-MOBILE SITE:
SE04723A
FEDERAL WAY DISTRIBUTION
CENTERS
ATC SITE:
91531
34301 9TH AVENUE SOUTH
FEDERAL WAY, WA 98003
KING COUNTY
120'-0" MONOPOLE
DRAWINGS ISSUED FOR:
REV.
DATE
DRAWN
DESCRIPTION
QA/QC
A
01/27/21
RCD
PRELIMINARY REVIEW
PD
0
02/11/21
CAP
REVISED PRELIM. REVIEW
PD
FOR REFERENCE ONLY
TITLE:
RESUBMITTED I I GENERATOR
DETAILS
Mar 24 2021
SHEETNUMBER:
CITY OF FEDERAL WAY w
COMMUNITY DEVELOPMENT /` — A
1 GENERATOR DETAIL NOT H j�i(
SCALE
THIS DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, ARE THE PROPERTY OF INFINIGY ENGINEERING, PLLC AND ARE NOT TO BE USED, IN WHOLE OR IN PART, FOR OTHER PROJECTS WITHOUT THE WRITTEN AUTHORIZATION OF INFINIGY ENGINEERING, PLLC. IT IS UNLAWFUL FOR ANY PERSON TO AMEND ANY ASPECT OF THESE DRAWINGS WITHOUT THE WRITTEN APPROVAL OF THE PROFESSIONAL OF RECORD.
REVISION:
0
PANEL ID: A BUS: 200A
PANEL MAIN: 200A BREAKER
LOCATION: ONH-FRAME LTAGE: 120/240V
SCHEDULE PHOASE/WIRE: 10/3WIRE
FED FROM: SERVICE DISCONNECT SINGLE PHASE AIC:
SPECIALS:
P#
CIRCUIT DESCRIPTION
AMPS/
POLES
O AMPS/
POLES
CIRCUIT DESCRIPTION
P#
1
PURCELL HPL3 POWER CABINET
200A
2p
A 20 1 p
LIGHT
2
3
--
B 20 lP
GFCI
4
5
SPACE
A
SPACE
6
7
SPACE
B
SPACE
8
9
SPACE
A
SPACE
10
11
SPACE
B
SPACE
12
13
SPACE
A
SPACE
14
15
SPACE
B
SPACE
16
17
SPACE
A
SPACE
18
19
SPACE
B
SPACE
20
21
SPACE
A
SPACE
22
23
SPACE
B
SPACE
24
25
SPACE
A
SPACE
26
27
SPACE
B
SPACE
28
29
SPACE
A
SPACE
30
1. UTILITY POINTS OF SERVICE AND WORK / MATERIALS SHOWN ARE BASED UPON PRELIMINARY
INFORMATION PROVIDED BY THE UTILITY COMPANIES AND ARE FOR BID PURPOSES ONLY.
2. CONTRACTOR SHALL COORDINATE WITH UTILITY COMPANY FOR FINAL AND EXACT WORK /
MATERIALS REQUIREMENTS AND CONSTRUCT TO UTILITY COMPANY ENGINEERING PLANS AND
SPECIFICATIONS ONLY. CONTRACTOR SHALL FURNISH AND INSTALL ALL CONDUIT, PULL ROPES,
CABLES, PULL BOXES, CONCRETE ENCASEMENT OF CONDUIT (IF REQUIRED), TRANSFORMER PAD,
BARRIERS, POLE RISERS, TRENCHING, BACKFILL, PAY ALL UTILITY COMPANY FEES AND INCLUDE ALL
REQUIREMENTS IN SCOPE OF WORK.
1 3 1 PANEL SCHEDULE s�Q�
(3) #3 THWN W/ 1
1/2" CONDUIT
AUTOMATIC
TRANSFER SWITCH
(3) #3 THWN W/ 1
1/2" CONDUIT
SERVICE PANEL
200 AMP W/ MAIN
BREAKER12
CIR NEMA 3R
ENCLOSURE
120/240V, 10, 3W
30/2
F-
POWER SOURCE
O
2P +
GROUND PER NEC
200A
200 AMP DISCONNECT
200/2
(3) #3 THWN W/ 1
1/2" CONDUIT
DIESEL GENERATOR
200/2 GROUND PER NEC
200/2
MECHANICAL
INTERLOCK
30/2 1 20/1
20/1
GROUND PER NEC
PROPOSED T-MOBILE HYBRID CABLE ROUTE FROM
T-MOBILE CABINET ALONG ICE BRIDGE AND UP
MONOPOLE TO T-MOBILE ANTENNA LEVEL
0 °
°
OG ,° m
d °
^I �
m°
°
°
° p
PROPOSED T-MOBILE
POWER ROUTE
PROPOSED T-MOBILE TELCO
ROUTE - 2" CONDUIT WITH 1 "
INNERDUCT FOR FIBER,
(4) SM LC TO LC (3mm) FIBER,
(2) SHIELDED CAT6 (ALARMS),
(2) #10 THHN DC POWER CABLES
NOTE: I
DESIGN IS PRELIMINARY,
REFER- UCR.
I
w �
PROPOSED T-MOBILE FIBER
ROUTE FROM TELCO P.O.C.
AT UTILITY POLE TO
T-MOBILE H-FRAME
PROPOSED T-MOBILE POWER ROUTE
FROM POWER P.O.C. AT UTILITY POLE
TO T-MOBILE H-FRAME
oI
T Mobile
19807 NORTH CREEK PKWY N
BOTHELL, WA 98011
AV
AMERICAN TOWER
CORPORATION
INFINIGYS'
FROM ZERO TO INFINIGY
the solutions are endless
BELLEVUE, WA 98004
r T-MOBILE SITE:
SE04723A
FEDERAL WAY DISTRIBUTION
CENTERS
ATC SITE:
91531
34301 9TH AVENUE SOUTH
FEDERAL WAY, WA 98003
KING COUNTY
120'-0" MONOPOLE
DRAWINGS ISSUED FOR:
REV.
DATE
DRAWN
DESCRIPTION
OA/OC
A
01/27/21
RCD
PRELIMINARY REVIEW
PD
0
02/11/21
CAP
REVISED PRELIM. REVIEW
PD
II
1
RESUBMITTED
UTILITY ROUTING
PLAN & DETAILS
RECTIFIER RECTIFIER RECEPTACLE TELCO
Mar 24 2021
TRAY 1 TRAY 2
SHEET NUMBER:
REVISION:
CITY OF FEDERAL WAY
COMMUNITY DEVELOPMENT
1
0
2
1 ONE LINE DIAGRAM
SCCALE
1
UTILITY ROUTING PLAN
22"x34"SCALE: 3/4" = 1'-0"
11"x17" SCALE: 3/8" = 1'-0" 1' 6" 0" 1'
THIS DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, ARE THE PROPERTY OF INFINIGY ENGINEERING, PLLC AND ARE NOT TO BE USED, IN WHOLE OR IN PART, FOR OTHER PROJECTS WITHOUT THE WRITTEN AUTHORIZATION OF INFINIGY ENGINEERING, PLLC. IT IS UNLAWFUL FOR ANY PERSON TO AMEND ANY ASPECT OF THESE DRAWINGS WITHOUT THE WRITTEN APPROVAL OF THE PROFESSIONAL OF RECORD
CABINET BATTERY EXPANSION T Mobile
RED MDL 5 L1 BLK TO HEATER RELAY HEATERHEATER OPT CABINET
OLSW ALARM NEWRED
SWITCH L1 BLK SHELF 1 BL Li DL 1&
DL 38 RED RE LGR c ® ® ® ® 19807 NORTH CREEK PKWY N
RED AL1DOOR ALM G RN ON ON ON ON ON ON BOTHELL, WA 98011
BLK BLK RTN MOL 5 L1 BLK
RED L2 RED
J1 BLK AL2 DAC ALM L1 BLK SHELF 2 gL L1
SW1 COOL RTN DL 36 RED RE L2 DL 1& 10A ^1 A 1 A U
RED FO AL3 HTR ALM G RN GR G F1�2 2 2
BLK RTN
JS J7JH J3 BLU DCPP REAR VIEW BLK BL
RE RE RE
BLU/WHT AL4 DC ALM ACPOWER BLK AMERICAN TOWER
ORG RTN CONNECTIONS F CORPORATION
DAC AL5 DC MAL
ALARM RTN
ORG/WHT
3
2 GRN AL6 AC PWR HULOW BLK
GRN/WHT_i' RTN RED 3
RE 1
AL7 BAT CAB DOOR 240VAC DINRAIL INFINIGY81
BLK HEATER ASSEMBLY
J1 � DOOR OPEN � RTN
(ypSW1 _ HEAT DETECT [� AILS BAT CAB DAC GREEN
UO F� ., SWITCH ra „_„ WIRES
L-
JSJ9 J7� J6 J3
ALARM
DC ALM
ALARM
ALARM CABLE
DC PP ALM RLY
PIN
R T"
AL9 BAT CAB CBALM
RTN
AL10
C� RTN
[� AL11
UPPER LEVFI
TERMINALS
LOWER LEV
TERMINALS
TMGBB
I
F K U M L E K U I U INFINIGY
fI12 SOIUfIOr15 are EITCII255
BELLEVUE, WA 98004
AL3
BLUE
K10-NC
73
DC MIN
AL3 RTN
BLUANHT
K10-C
74
AL4
ORANGE
K11-NC
76
DC MAJ
AL4 RTN
ORG/WHT
K11-C
77
%C MAINS HI
AL5
GREEN
K9-NC
70
/LOW
AL5 RTN
RN HT
K9-C
7,
CODEX ALARM MODULE INSIDE [; RTN 0 0 00 0000
FRONT DISTRIBUTION COVER AL12 �� ����
T-MOBILE SITE:
� ��
DCALARM WIRING RTN BL
WHT VVHT
OLACK RED SE04723A
,O 0L20 FEDERAL WAY DISTRIBUTION
GRN 1 FIELD WIRING CENTERS
ORG
GR BL OR (AC
BROWN
USED) SINGLE PHASE
ASE
7071 374 677 60Hz200AMAX ATC SITE:
K9 K10 K11 91531
34301 9TH AVENUE SOUTH
FEDERAL WAY, WA 98003
4 ALARM WIRING DIAGRAM NOT TO 3 AC POWER WIRING DIAGRAM NOT TO KING COUNTY
SCALE SCALE
NOTE: 120'-0" MONOPOLE
DIAGRAMS PROVIDED ARE PER
MANUFACTURER INSTALLATION GUIDE
DC DISTRIBUTION -DOOR OPEN
FROM VIEW
DC DISTRIBUTION TERMINALS
'TIER"1 "TIER"2 "TIERS "TIER"4 "TIER" 1 OF 4(SIDE VIEW)
THERMAL SVSREM ♦ THERMAL SVSREM ♦ BLK RED
DAC AND HEATER DAC AND HEATER TO CABINET DC
��o m�v 1 1 FUSE BLOCK
FUTURE USE (aO O ° FUTURE USE O O 0 ° DAC DOOR PWR 25� Q 0 0 •
FUTURE USE FUTURE USE FUTURE USE 10A Q 0
OO O° OO OFUTURE USE 10Amoo 00
• •
♦ ♦ ♦ ♦ FUTURE USE 10A I& 0 0
DRAWINGS ISSUED FOR:
REV.
DATE
DRAWN
DESCRIPTION
OA/OC
A
01/27/21
RCD
PRELIMINARY REVIEW
PD
0
02/11/21
CAP
REVISED PRELIM. REVIEW
PD
FUTURE USE O CH) O° FUTURE USE w w O O O°
0 O (0° 0 CH) 0° O O O° 0 CH) OO ° FRONT 7*4 OO REAR
00 0° 00 (D.Oo 0° Oo (D.o0 00
00
Do 0° 00 0° Oo 0° Oo 0° o0 00
00 0° Oo 0° Oo 0° OOo 00°
00 00 �
Oo 0° 00 0° 00 0° 00 0° 12°O 12
0 cm 0 ° • • PROPOSED (0 0 0 ° � PROPOSED V � CIO— r
SKU # 32089 • • SKU # 32089 DC48V HOT BUS DC RETURN
0 m 0 0 • 2ND 200A 0 0 (0 o • ♦ 1ST 200A ICE PROTECTED) BUS OVF,)
BREAKER BREAKER Z�il Zl
O ®O O o � OCATION O ®O O o LOCATION 40
JUMPE\ •JUMPER JUMPER •JUMPER
V `
1
° CB ALARM V o 0 01 ° CB ALARM °
CB ALARM ^ CB ALARM
PIN AND SWITCH PIN AND SWITCH
PIN AND SWITCH ORIENTATION PIN AND SWITCH ORIENTATION
ORIENTATION "OFF" ORIENTATION "OFF"
"OFF" "OFF"
�. SHEET TITLE:
OBSERVE CORRECT ALARM PIN ORIENTATION RESUBMITTED ELECTRICALDIAGRAMS
Mar 24 2021
SHEET NUMBER: REVISION:
CITY NI FEDERAL WAY J . J 0
COMMUNITY DEVELOPMENT I I
2 NOT USED SOCALE 1 DC POWER WIRING DIAGRAMTTO T TO
SOCALE
THIS DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, ARE THE PROPERTY OF INFINIGY ENGINEERING, PLLC AND ARE NOT TO BE USED, IN WHOLE OR IN PART, FOR OTHER PROJECTS WITHOUT THE WRITTEN AUTHORIZATION OF INFINIGY ENGINEERING, PLLC. IT IS UNLAWFUL FOR ANY PERSON TO AMEND ANY ASPECT OF THESE DRAWINGS WITHOUT THE WRITTEN APPROVAL OF THE PROFESSIONAL OF RECORD.
T Mobile
FROM DIN 19807 NORTH CREEK PKWY N
DISTRIBUTION BOTHELL, WA 98011
DAC (COOLING) CONTROLLER A ERICAN COR OR TOON R
FROM DC DIN
DISTRIBUTION
J1 TO CABINET
Sw1 COOL ALARM BLOCK
V U
8 J9 J7 J8 J3 2J4
O
RED RED
LIGHT ASSEMBLY
ff��LIGHT
BILK_ INFINIGYS' SWITCH FROM ZERO TO INFINIGY
BILK NC the solutions are endless
BILK N
BELLEVUE, WA 98004
TO HEAT RED NC ,
CONTROLLER BILK C T-MOBILE SITE:
DOOR OPEN 4ZE04723A
COOLJ9 HEATER DETECT FEDERAL WAY DISTRIBUTION
J8
FROM J7 DAC ALARM CENTERS
DOOR ALARM
HEATER CONTROLLER
ATC SITE:
FROM DC DIN
DISTRIBUTION
J1 O
AM -Eh HEAT
J8 J9 J7 �5 J8 J3 J2 J4
COHN
FUNCTION
JI
PIWR IN
J8
DELTA T JUMPER
J9
OUTSIDE TEMPERATURE
J7
DACFAN (LOWER)
J6
DACFAN (UPPER)
J3
ALARM
J2
COOLING INHIBIT
J4
HEAT REQUEST
COHN
FUNCTION
JI
PIWR IN
J8
HEAT REQUEST
J9
COOLING INHIBIT
J7
UNUSED
J6
HEATER FAN
J3
ALARM
J2
DOOR SW INPUT
J4
HEATER RELAY CONTROL
91531
34301 9TH AVENUE SOUTH
FEDERAL WAY, WA 98003
KING COUNTY
3
DC CABINET DOOR LIGHT POWER WIRING DIAGRAM
INOT TO
SCALE
w
J Uj
J J
Op
� �
z~
120'-0" MONOPOLE
L¢L��0O
DOOR OPEN W W J J
FROM a�m0Q
DOOR DETECT ? O U O =
RED TO LED LIGHT
RED oo BLACK BLACK
eWeeat
DRAWINGS ISSUED FOR:
REV.
DATE
DRAWN
DESCRIPTION
OA/OC
A
01/27/21
RCD
PRELIMINARY REVIEW
PD
0
02/11/21
CAP
REVISED PRELIM. REVIEW
PD
0 F
0 000 0(a�
� �
O
❑ ❑ ❑
❑ r
' f r
TO HEATER BLACK RED
° ° ° ° °� a
�F
ELEMENT
EL
BB e
ACPWR BLACK
V + V -48
FROM CIRCUIT RED
BREAKER
TO DOOR
RED BLACK
FROM
2/11 21
UPPER FAN
V+
V_
BL RED
DC 5A PLANT
� ,p�40190�i
TO DOOR
V+
RE BILK
GISC
NA
LOWER FAN
V-
DC DISTRIBUTION (BLACK WIRE JUMPERS TO
FUSE POSITIONS REMOVED FOR CLARITY)
SHEET TITLE:
RESUBMITTED
ELECTRICAL
DIAGRAMS
Mar 24 2021
SHEET NUMBER:
REVISION:
CITY OF FEDERAL WAY
COMMUNITY DEVELOPMENT
. ■
1 L
0
2
DC HEATING AND COOLING WIRING DIAGRAM
SCALE
1
DC FUSE BLOCK
WIRING DIAGRAM
■
SCCALE
THIS DOCUMENT
AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, ARE THE PROPERTY OF INFINIGY ENGINEERING, PLLC AND ARE NOT TO BE USED, IN WHOLE
OR IN
PART, FOR
OTHER PROJECTS WITHOUT THE WRITTEN AUTHORIZATION OF INFINIGY ENGINEERING, PLLC. IT IS UNLAWFUL FOR ANY PERSON TO AMEND ANY ASPECT OF THESE DRAWINGS WITHOUT THE WRITTEN
APPROVAL
OF THE PROFESSIONAL OF RECORD.
GROUNDING SYMBOLS
ADD 1"SCH80OR
LIQUID TIGHT (AG)
CONDUIT LOADED W/
T Mobile
— GROUND BAR
CAT5 ALARM CABLE
® GROUND ROD WITH ACCESS
EQUIIPMENT CABINET
[C�
19807 NORTH CREEK N
011
BOTHELL, WA 98011
e CHEMICAL GROUND ROD
GROUND ROD
CADWELD TYPE CONNECTION
Ad(��
DC
AMERICAN TOWER
COMPRESSION TYPE CONNECTION
CORPORATION
ADD 2" SCH 80 OR LIQUID
GROUNDING WIRE
TIGHT (AG) CONDUIT LOADED
EXISTING GROUND RING
W/ 2/0 TELCOFLEX CABLE
(CONTRACTOR TO VERIFY)
TYPICAL: #6 AWG FROM EQUIPMENT TO GROUND BAR; #2
MECHANICAL GROUND
FROM GROUND BAR TO GROUND RING, FROM METER TO
EXOTHERMIC GROUND CONNECTION TO
GROUND RING, AND FOR GROUND RING.
CONNECTION TO GENERATOR GROUND
INFINIGY8
EXISTING GROUND RING
GENERATOR
FROM ZERO TO INFINIGY
the solutions are endless
BELLEVUE, WA 98004
T-MOBILE SITE:
SE04723A
FEDERAL WAY DISTRIBUTION
CENTERS
ATC SITE:
3
GENERATOR SCHEMATIC PLUMBING PLAN
NOT TO
SCALE
91531
GENERAL GROUNDING NOTES:
34301 9TH AVENUE SOUTH
1. TO ENSURE PROPER BONDING, ALL CONNECTIONS SHALL BE AS FOLLOWS:
FEDERAL WAY, WA 98003
#2/0 BARE TINNED SOLID COPPER CONDUCTOR: CADWELD TO RODS OR GROUND RING
KING COUNTY
LUGS AND BUS BAR (UNLESS NOTED OTHERWISE): SANDED CLEAN, COATED WITH OXIDE INHIBITOR AND BOLTED FOR MAXIMUM SURFACE CONTACT.
GROUND TO GROUND BAR AT
ALL LUGS SHALL BE COPPER (NO ALUMINUM SHALL BE PERMITTED). PROVIDE LOCK WASHERS FOR ALL MECHANICAL CONNECTIONS FOR GROUND
BASE OF MONOPOLE (2 PLACES)
CONDUCTORS. USE STAINLESS STEEL HARDWARE THROUGHOUT.
2. ALL GROUNDING CABLE IN CONCRETE OR THROUGH WALLS SHALL BE IN 3/4" PVC CONDUIT. SEAL AROUND CONDUIT THROUGH WALLS. NO METALLIC
120'-0" MONOPOLE
°
CONDUIT SHALL BE USED FOR GROUNDING CONDUCTORS.
°
° °
3.
OWNER'S REPRESENTATIVE WILL INSPECT CADWELDS AND CONDUCT MEGGER TEST PRIOR TO BURIAL. MAXIMUM 5 OHMS RESISTANCE IS REQUIRED.
a
TIE INTO EXISTING
4.
MAKE ALL GROUND CONNECTIONS AS SHORT AND DIRECT AS POSSIBLE. AVOID SHARP BENDS. ALL BENDS SHALL BE A MINIMUM 8" RADIUS AND NO
°
GROUND RING
GREATER THAN 90 DEGREES.
5.
THE CONTRACTOR SHALL NOTIFY THE CONSTRUCTION MANAGER WHEN THE GROUNDING SYSTEM IS COMPLETE. THE CONSTRUCTION MANAGER SHALL
INSPECT THE GROUNDING SYSTEM.
6.
THE PREFERRED LOCATION FOR COAX GROUNDING IS AT THE BASE OF THE TOWER PRIOR TO THE COAX BEND. BONDING IS SHOWN ON THE ICE BRIDGE
DUE TO DIFFICULTY WITH WELDING OR ATTACHING TO TOWER LEGS. CONTRACTOR SHALL ADVISE CONSTRUCTION MANAGER PRIOR TO PLACING CIGBE
/q� °
�� — -� ,
ON ICE BRIDGE IF MOUNTING TO TOWER LEG IS POSSIBLE.
O°
o
O
e
/
\
a ° /
\ °
° \ o
\m \ a
7.
BONDING OF THE GROUNDED CONDUCTOR (NEUTRAL) AND THE GROUNDING CONDUCTOR SHALL BE AT THE SERVICE DISCONNECTING MEANS. BONDING
JUMPER SHALL BE INSTALLED PER N.E.C. ARTICLE 250-30.
°
8
DRAWINGS ISSUED FOR:
REV.
DATE
DRAWN
DESCRIPTION
OA/OC
A
01/27/21
RCD
PRELIMINARY REVIEW
PD
0
02/11/21
CAP
REVISED PRELIM. REVIEW
PD
O V o
° ° p °p1 ANTENNA ANTENNA ANTENNA
ASSOCIATED ASSOCIATED ASSOCIATED -
ANTENNA ANTENNA ANTENNA
EQUIPMENT MAST EQUIPMENT MAST EQUIPMENT MAST
(I.E. RRH/TMA) (I.E. RRH/TMA) (I.E. RRH/TMA) 2/11 21
40190
o / ° #6 AWG (TYP.) #6 AWG (TYP.) GIsT
o° a
%NAL
GND BAR GND BAR GND BAR
(CIGBE) (CIGBE) PENDANT (CIGBE)
TIE INTO EXISTIN I NEAR NEAR NEAR
GROUND RING 1 ANTENNAS ANTENNAS ANTENNAS SHEET TITLE:
ISOLATED GROUND RESUBMITTED SCHEMATIC GROUNDING
ROD FOR METER -'� INSULATED GROUND (TYP.) PLANS & NOTES
Mar 24 2021
GND BAR AT RAD CENTER SHEET NUMBER: REVISION:
(CIGBE) WITHOUT INSULATORS CITY OF FEDERAL WAY
COMMUNITY DEVELOPMENT G — i 0
2 EQUIPMENT GROUNDING PLAN 22"x34" SCALE: 1/2"=V-0" 1 ANTENNA SCHEMATIC GROUNDING SYSTEM & NOTES SOTTO I
11"x17" SCALE: 1/4" = 1'-0" 2' 1' 0' 2' SCALE
THIS DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, ARE THE PROPERTY OF INFINIGY ENGINEERING, PLLC AND ARE NOT TO BE USED, IN WHOLE OR IN PART, FOR OTHER PROJECTS WITHOUT THE WRITTEN AUTHORIZATION OF INFINIGY ENGINEERING, PLLC. IT IS UNLAWFUL FOR ANY PERSON TO AMEND ANY ASPECT OF THESE DRAWINGS WITHOUT THE WRITTEN APPROVAL OF THE PROFESSIONAL OF RECORD.
NOTE:
#6 AWG FROM ANTENNA GROUND BARS AT BOTTOM OF
EXISTING GRADE CABLE GROUND KIT TOWERS/MONOPOLES SHALL
3/4" CRUSHED STONE, 18" DIAMETER PRECAST WELL ONLY USE EXOTHERMIC WELDS. T Mobilff
FILL TEST WELL TO WITH SELF SEALING STEEL
WITHIN 2" OF TOP. LID. SUBMIT SHOP DRAWINGS --7/77717
FOR APPROVAL
GROUND BAR OYno
19807 NORTH CREEK PKWY N
1 4 EXISTING GRADE BOTHELL, WA 98011
WALL, ICE BRIDG
CADWELD CONCRETE, OR
3 ANTENNA TOWE
2 TEST LOOP - #2 SOLID
TINNED WIRE
GROUND #2 AWG BCW RING GROUND #2 AWG i
k
Poo
SOLID, TINNED BCW SOLID, TINNED AMERICAN TOWER
TOWARD SHORTEST O O CORPORATION
PATH TO TOWER
GROUNDING SYSTEM CAD WELD OO OO
1O MAIN CONDUCTOR, COPPER CABLE NOTE: GROUND ROD INFINIGY8
TOTAL OF 2 WELLS PER SITE COPPER CLAD STEEL
-VERIFY LOCATION WITH 5/8"PJx10'-0" LONG 'TWO HOLE LUG, OR EXOTHERMIC WELD TO BE
O 5/8"x10' COPPER CLAD STEEL GROUND ROD PROJECT MANAGER. GROUND ROD USED WITH #2 AWG BCW TO BUILDING SERVICE
O CADWELD TYPE "TA" COPPER CLAD STEEL GROUND OR GROUND RING
5/8"0x10'-0" LONG FROM ZERO TO INFINIGY
O SPACED 6'-0" APART GROUND CONDUCTOR SHALL BE ELIMINATED the solutions are endless
4 CADWELD TYPE "GT" WHEN GROUND BAR IS ELECTRICALLY BONDED
TO METAL TOWER/MONOPOLE STRUCTURE
BELLEVUE, WA 98004
12 GROUND RING BONDING NOT TO 11 TEST WELL NOT TO 10 GROUND ROD NOT TO 9 GROUND WIRE INSTALLATION NOT TO
SCALE SCALE SCALE SCALE
T-MOBILE SITE:
1.) COPPER GROUND BAR, 1/4"x 4"x 20", NEWTON INSTRUMENT CO. SE04723A
CAT. NO. B-6142 OR APPROVED EQUAL. HOLE CENTERS TO MATCH FEDERAL WAY DISTRIBUTION
NEMA DOUBLE LUG CONFIGURATION. (ACTUAL GROUND BAR SIZE
WILL VARY BASED ON NUMBER OF GROUND CONNECTIONS) CENTERS
FINISHED GRADE OR PAVING. #2 AWG BCW (TYP.)-----__
TYP.) 2.) 5/8" LOCK WASHERS, NEWTON INSTRUMENT CO.
MATCH SLOPE AND THICKNESS CAT. NO. 3015-8 OR APPROVED EQUAL
OF EXISTING CONDITIONS__Cp 3.) WALL MOUNTING BRACKET, NEWTON INSTRUMENT CO. ATC SITE:
WEED BARRIER CAT NO. A-6056 OR APPROVED EQUAL 91531
4.) 5/8-11 X 1" HHCS BOLTS, NEWTON INSTRUMENT CO.
BACKFILL (SAND OR NATIVE SOIL) POST CAT NO. 3012-1 OR APPROVED EQUAL
PER ASTM STANDARDS 34301 9TH AVENUE SOUTH
3
ii I� I� FEDERAL WAY, WA 98003
II UNDISTURBEDSOIL 3/4 0 KING COUNTY
N F CADWELD (TYP.) 7/16" 2" 0 0 0 0
S�0 0 o
GROUND RING OJ 0 0 0 0 0 0 120 -0 MONOPOLE
0 O 0
0
2 0 1
`\ I 0 0
4• ° 0
V.
GROUND RING NOTES:
GROUND BAR AT ANTENNA LEVEL TO BE BONDED DIRECTLY TO TOWER
STRUCTURE; NO INSULATORS USED. GROUND BAR AT BASE OF TOWER
STRUCTURE TO BE ATTACHED WITH INSULATORS. CONNECTION TO TOWER
STRUCTURE SHALL BE PER MANUFACTURERS RECOMMENDATIONS.
NOTTOTE
8 GROUND RING TRENCH SCALE 7 NOT USED SOCAL0 6 SUPPORT POST GROUNDING SOCALENOTTO
5 TYPICAL GROUND BAR SCALE
TYPE TA
TYPE VN
TYPE NC
TYPE SS
TYPE W
TYPE VS
TYPE VB
TYPE PT
?4
0444
TYPE GT
TYPE GY
TYPE GR
TYPE GL
TO ANTENNAS NOTES:
1. DO NOT INSTALL CABLE (TYPICALLY) MONOPOLE
ANTENNA CABLE 12" TO 24"
DRAWINGS ISSUED FOR:
REV.
DATE
DRAWN
DESCRIPTION
OA/OC
A
01/27/21
RCD
PRELIMINARY REVIEW
PD
0
02/11/21
CAP
REVISED PRELIM. REVIEW
PD
GROUND KIT AT A BEND
AND ALWAYS DIRECT
a_ 120 MAx.
RF CABLE TO ANTENNA
RX2 TX1/RX1 GROUND WIRE DOWN TO
-
�F
ANTENNA GROUND BAR.
ANTENNA GROUND BAR
STANDARD
COAX JUMPER
WEATHERPROOFING KIT
7CABLE
GROUND KIT (TYP) WITHOUT INSULATORS,
(TYP) 2. WEATHERPROOFING
(SEE NOTE 3)
BONDED DIRECTLY TO THE
p7
SHALL BE TWO-PART
MONOPOLE AT RAD CENTER
_
TAPE KIT. COLD SHRINK
CONNECTOR
CABLE GROUND KIT
#6 AWG (PROVIDED
2/1 1 21
SHALL NOT BE USED.
WEATHERPROOFING
CONNECTOR
#6 AWG STRANDED COPPER
WITH GROUND KIT TYP) ANTENNA GROUND BAR
WITH INSULATORS, AT
+d
40190
KIT (TYP) SEE NOTE 2
yf`x
,'
�&'Gjsi���
WEATHERPROOFING
GROUND WIRE (GROUNDED TO
RF CABLE (TYP I BOTTOM OF MONOPOLE
KIT (TYP)
GROUND BAR). SEE NOTES 1 & 2
FOR ALL)
"r'TIONAL
GROUND KIT (TYP)
EXOTHERMIC WELD
ANTENNA CABLE
RF CABLE TO
TO EQUIPMENT (TYP) #6 AWG
NOTES:
EQUIPMENT AREA VIA MONOPOLE
TRAY OR ICE BRIDGE FOUNDATION
1. DO NOT INSTALL CABLE GROUND KIT AT A BEND AND
SHEETTITLE:
ANTENNA GROUND BAR,
WITHOUT INSULATORS.
ALWAYS DIRECT GROUND WIRE DOWN TO GROUND BAR.
/
BONDED DIRECTLY TO
MONOPOLE OR TOWER
2. GROUNDING KIT SHALL BE TYPE AND PART NUMBER AS
SUPPLIED OR RECOMMENDED BY CABLE MANUFACTURER.
GROUND RIN \
1 RESUBMITTED
#2 AWG C SOLID
TINN D TYPICAL
GROUNDING
DETAILS
)021
AT ANTENNA LEVEL.
TO GROUND RING
3. WEATHERPROOFING SHALL BE TWO-PART TAPE KIT, COLD
SHRINK SHALL NOT BE USED.
----- --j-�E Mar24
COMMUNITY DEVELOPMENT
SHEET NUMBER:
G-2
REVISION:
0
4
EXOTHERMIC CONNECTIONS
NOT TOOCALE
3
CABLE GROUND CONNECTIONS
2
CABLE GROUND KIT
NOT
1I
RF CABLE GROUND
SCALE
S
SOCALE
THIS DOCUMENT
AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL
SERVICE,
ARE THE PROPERTY OF INFINIGY ENGINEERING, PLLC AND ARE NOT TO BE USED, IN WHOLE
OR IN
PART, FOR
OTHER PROJECTS WITHOUT THE WRITTEN AUTHORIZATION OF INFINIGY ENGINEERING, PLLC.
IT IS UNLAWFUL
FOR
ANY PERSON TO AMEND ANY ASPECT OF THESE DRAWINGS WITHOUT THE WRITTEN
APPROVAL
OF THE PROFESSIONAL OF RECORD.