19-105897FILE
CITY OF
Federal Wal
Eligible Facilities Request
DEPARTMENT OF CommuNiTy DEVELOPMENT
33325 8'h Avenue South
Federal Way, WA 98003-6325
253-835-2607; Fax 253-835-2609
,cttvoff ederaJ_w_aycS_m
FILE NUMBER 06 ]_-AD Date 12/17/2019
Ralph Paulozzo (425)-445-4544
506 2nd Avenue #1533 zip - ralph. paulozzo@coreoneconc, L
Seattle I WA 98104
Site Address: 31fiJ I S tjth.1J81b el CP.- ilArM VVRv 9800a---
Parcel #: 00221049291
Project Name: S I I
Use this checklist to help gather all of the required information and documents in order to submit an eligible
will not be accepted.
Submitted
[a
Completed Eligible Facilities Checklist (following)
[:R
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.
Elevation —Three Copies
2. 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.
S. 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."
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: 44' 10'° (ft/ In) Proposed height of the structure: 44' 10" (ft/ in)
Distance of proposed array from nearest array, NIA (ft/ in)
is 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? (ft/ in)
What is the proposed distance the appurtenance will protrude from the structure? (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?
Bulletin 081—September 24, 2018 Page 2 of 3 k:\Handouts\Eligible Facilities Request
M
Will any ewuavm nMo orequipment |n$oUadunuccuroutsideo{theounentsistructure?
0 Yes 0 No
Criteria 5 ^
0 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: No existing or proposed concealme r
Will the proposal increase the visibility of the facility? 11 Yes 12 No
Criteria 6
m 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.
associated with previous |d�nV��kn�wn�ond�mnmaem
Will the proposal violate any of the above conditions? 0 Yes 0 No
If yes, explain: N/A
is this an Eligible Facility Request?
Vo Be Completed By Staff
9 Yes
Does the proposal constitute a substantial change7 El Yes
In accordance with WRC4.24.020, this application is hereby:
Approve 0 Den' d
01
Director, community Development Department
an
Bulletin 081—September 24, 2018 Page 3 of 3 k:\Handouts\El[gible Facilities Request
SITE ADDRESS
31611 S. 316TH PL.
ZONING DISTRICT:
CC—C
FEDERAL WAY, WA 98003
EXISTING USE:
UNMANNED TELECOMMUNICATIONS FACILITY
LATITUDE:
47' 19' 5.592" E
PROPOSED USE:
UNMANNED TELECOMMUNICATIONS FACILITY
LONGITUDE:
—122* 18' 31.68" IN
OCCUPANCY:
U. S-2
JURISDICTION:
CITY OF FEDERAL WAY
A.RI%L
00921049291
�F DATA SHEET
DATE ISSUED:
08/20/2019 VERSION: 2.00
DRAWING INDEX
REV
T-1
TITLE SHEET
0
GN-1
GENERAL NOTES 1
0
GN-2
GENERAL NOTES 11
0
C-1
SITE PLAN
0
C-2
PARTIAL ROOF PLAN
0
C-3
C-4
EXISTING EQUIPMENT LAYOUT
PROPOSED EQUIPMENT LAYOUT
PLEP-DOmI30VED
0
0
C-5
EXISTING & PROPOSED SOUTH BUIA
0
RF-1
EXISTING ANTENNA CONFIGURATIONS PLANNING
0
RF-2
PROPOSED ANTENNA CONFIGURATIONS
0
RF-3
RF & EQUIPMENT DETAILS -City, of. Federal Way
0
G-1
GROUNDING NOTES Dept. of Communfty Developmen
0
G-2
SCHEMATIC GROUNDING PLAN
I
Perm II 105JI-7-OOL- �A
0
0
G-3
GROUNDING DETAILS
JBY Nola
Dcate
LEGAL DESCRIPTION
------------- ------- ---
LOT 1 KCSP 286028 REC NO 8701060715 SO SP DAF — LOT 2 OF KCSP 778060 REC NO 7902220625 BEING A
POR OF SW 1/4 OF SW 1/4 SEC 09-21-04
_NLml
COMPANY
A/E
LEE CAMPBELL
CORE ONE CONSULTING USA
778-805-2166
SAC
RONNIE HYDE
CORE ONE CONSULTING USA
206-549-3849
RF
ANNE LE
AT&T WIRELESS
425-614-5641
PROPERTY OWNER T.B.D.
BUM CORP
T,B.D.
SAC MANAGER
HANNAN RUTKOSKY
MASTEC NETWORK SOLUTIONS
253-579-3503
A&E MANAGER
DANIEL KELLY
MASTEC NETWORK SOLUTIONS
253-579-3503
CM
MIKE SUTHERBY
MASTEC NETWORK SOLUTIONS
253-579-3523J
DIRECTIONS (RTC BUILDING 3: 16221 NE 72nd WAY, REDMOND, WA 98052):
S 31 Lth S, S 310, St
CONSTRUCTION DRAWINGS
BUILDING CODES AND STANDARDS
SUBCONTRACTOR'S WORK SHALL COMPLY WITH ALL APPLICABLE NATIONAL, STATE, AND
LOCAL I-- AS ADOPTED BY THE LOCAL AUTHORITY HAVING JURISDICTION (AHJ) FOR THE
LOCATION. THE EDITION OF THE AHJ ADOPTED CODES AND STANDARDS IN EFFECT ON THE
DATE OF CONTRACT AWARD SHALL GOVERN THE DESIGN.
BUILDING CODE:
(INTERNATIONAL BUILDING CODE (16C), 2015 AS ADOPTED BY THE LOCAL JURISDICTION]
ELECTRICAL CODE:
[NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) 70 — 2015, NATIONAL ELECTRICAL CODE,
AS ADOPTED BY THE LOCAL JURISDICTION]
LIGHTNING PROTECTION CODE:
[NFPA 780 — 2002, LIGHTNING PROTECTION CODE]
SUBCONTRACTOR'S WORK SHALL COMPLY WITH THE LATEST EDITION OF THE FOLLOWING
STANDARDS.
AMERICAN CONCRETE INSTITUTE (ACT) 318. BUILDING CODE REQUIREMENTS FOR
STRUCTURAL CONCRETE
AMERICAN INSTITUTE OF STEEL CONSTRUCTION (RISC), MANUAL OF STEEL CONSTRUCTION,
ASD, THIRTEENTH EDITION
ANSI/TIA 222—G, STRUCTURAL STANDARDS FOR ANTENNA SUPPORTING STRUCTURES AND
ANTENNAS.
TIA 607, COMMERCIAL BUILDING GROUNDING AND BONDING REQUIREMENTS FOR
TELECOMMUNICATIONS
INSTITUTE FOR ELECTRICAL AND ELECTRONICS ENGINEERS (IEEE) 81, GUIDE FOR MEASURING
EARTH RESISTIVITY, GROUND IMPEDANCE, AND EARTH SURFACE POTENTIALS OF A GROUND
SYSTEM
IEEE 1100 (1999) RECOMMENDED PRACTICE FOR POWERING AND GROUNDING OF
ELECTRONIC EQUIPMENT
IEEE C2 NATIONAL ELECTRIC SAFETY CODE, LATEST VERSION
TELCORDIA GR-1275, GENERAL INSTALLATION REQUIREMENTS
ANSI T1.311, FOR TELECOM — DC POWER SYSTEMS — TELECOM, ENVIRONMENTAL
PROTECTION
FOR ANY CONFLICTS BETWEEN SECTIONS OF LISTED CODES AND STANDARDS REGARDING
MATERIAL, METHODS OF CONSTRUCTION, OR OTHER REQUIREMENTS, THE MOST RESTRICTIVE
REQUIREMENT SHALL GOVERN, WHERE THERE IS CONFLICT BETWEEN A GENERAL
RFOUIREMENT AND A SPECIFTC REQUIREWNT, THE SPECIFIC REQUIREMENT SHALL GOVERN.
SCALING (DRAWINGS
SUBCONTRACTOR SHALL VERIFY ALL PLANS, EXISTING DIMENSIONS & CONDITIONS ON THE
JOB SITE & SHALL IMMEDIATELY NOTIFY THE ENGINEER IN WRITING OF ANY DISCREPANCIES
BEFORE PROCEEDING WITH THE WORK OR BE RESPONSIBLE FOR THE SAME.
ff_USING WxiZ: PLOT 1DRAWING5 WIC,t; B A1T A F S A F
Kwhat's below.
C.11 b.1— y.. dig
UULC:
UTILITIES UNDERGROUND LOCATION CENTER
1-800-424-5555 OR 811
VWM.CALLBEFOREYOUDIG.ORGIWASHINGTON
3 WORKING DAYS UTILITY NOTIFICATION PRIOR TO CONSTRUCTION
L-jr-
CONSTRUCTION DRAWINGS
DATE SIGNATURE
CONSTRUCTION COORDINATOR
CONSTRUCTION MANAGER
RF ENGINEER
RF ENGINEER MANAGER
PROJECT MANAGER
AT&T SIGN OFF -WAY
comfAuNmy mv;:LQpmE'%p__
LANDLORD'S REPRESENTATIVE
REVIEWERS SHALL CLEARLY PLACE INITIALS ADJACENT TO EACH REDLINE
NOTE AS DRAWINGS ARE BEING REVIEWED
r COREONE
506 SECOND AVE- SUITE 1533
5EATTLE WA 98104
191 suosIs
II DRAWN ry,
�__ -Y L.C.
FEED. WAY SEATAC MALL
SUDS
3161 1 S. 31 BTH RL.
FEDERAL WAY, WA 9800:
FA #:100B4179
- Tf E
TITLE SHEET
GENERAL NOTES:
T. THE CONTRACTOR SHALL NO'ftFY TOWER N. RK:.CAURRIER OF ANY ERRORS.
OMISSIONS, OR INCONSISTENCIES AS THEY MAY BE DISCOVERED IN
DOCUMENTS, NOTES, OR SPECIRCA14ONS PROR TO STARTING CONSFAVrTION:
I.NCL,umr, BUT NOT L6MITEO BY, DEPWOLI on, HIE CONTRACTOR SHALL. DE
RESPON5a LE FOR CORALECT"O ANY ERROR, OMISSION. OR INCONSISTENCY
AFTER THE START OF CGN'SITCOTION WHICH HAS NOT BEEN MUCHT TO 114E:
A"EN'TION Or TOWER NESWOAR CARRIER CONSTRUCTION PRINECT MANAGER
AND SHALL INCUR ANY EXPENSES TO RECTIFY THE SITUATKAI, 1`Ht MEANS OF
CORRECTING. ANY ERROR SHALL FIRST BE APPROVED BY TOWER NETWORK
CARRIER CONSTRUCTION PROJECT MANAGER,
2, PRCOR. To THE SUBMISSION OF eAOS... CONTRACTORS INVOLVED SHALL WVt
THE ,JOB SITE TO FA1. LIARIZE THEMSELVES WITH ALL CONDITIONS AFFECTING
THE PROPOSED, PROJECT- CONTRACTORS, PRIOR To THE COMMENCEMENT: OF
CONSTRUCTION, THE CONTRACTOR HAVING BEEN AWARDED THIS PROJECT
SHALL WSIT THE CONSTRUCTION SITE WITH THE CONSTRUCTION/CONTR.ACT
SOCTIMEHTS TD VERIFY FIELD CoNDTTIO,NS AND CONFIRM THAT THE, PROJECT
WILL BE ACCOMPLISHED AS SHOWN. PRIOR TO PROCEEOTNG WITH
CONSTRUCTION, ANY ERRORS, OMISSIONS, OR DISCREPANCIES SHALL BE
BROUGHT TO THE ATTENTION OF THE ARCHITECT/ENGINEER VERBALLY AND IN
WRITING.
3,. FOR COLLOCATION SITES: CONTACT TOWER OWNER REPRESENTATIVE FOR
PARTICIPATION IN BID WALK.,.
4. DRAWINGS ARE NOT TO BE SCALED, WRITTEN DIMENSIONS TAKE PRECEDENCE,
THIS SET OF DOCUMENTS IS INTENDED TO BE USED FOR DIAGRAMMATIC
PURPOSES ONLY, UNLESS NOTED OTHERWISE, THE GENERAL CONTRACTOR'S
SCOPE'. OF WORK SHAY.6,. INCLUDE FURNISHING ALL MATERIALS, EOVIPAHENT,:
LABOR:;: AND ANY REQUIREMENTS DEEMED NECESSARY TD COMPLETE PROJECT
AS DESCRIBED IN THE DRAWINGS AND OWNER'S PROJECT MANUAL.
5. THE HITECTS/E06INEERS HAVE MADE EVERY :EFFORT TO SET FORTH 04
THE CONSTRUCTION AND CONTRACT DOCUMENTS THE COMPLETE. SCONE OF
WORK, CONTRACTORS BIDDING THE JOB ARE NEVERTHELESS CAUTIONED THAT:.
MINOR OMISSEONS OR ERRORS kN THE DRAWINGS AND OR SPECIFICATIONS
SHALL. NOT E:KCCJSE SAID; CONTRACTOR FROM COMPLETING T14C PROJECT AND
IMPROVEMENTS IN ACCORDANCE WITH: THE INTENT DF THESE DOCULtENTS, THE
BIDDER SHALL BEAR THE RESPONSIBILITY OF NOTIFYING (IN WRITING) THE
ARCHITECT/ENGINEER OF ANY CONFLICTS, ERRORS, OR OMISSIONS PRIOR TO
SUBMISSION OF CONTRACTOR'S PROPOSAL. IN THE EVENT OF DISCREPANCIES
THE CONTRACTOR SHALL PRICE THE MORE COSTLY OR EXTENSIVE WORK,
UNLESS DIRECTED OTHERWISE.
6. DRAWINGS ARE NOT TO BE SCALED UNDER ANY CIRCUMSTANCE, TOWER'..
N'ETWORX CARRIER IS NOT RESPONSIBLE FOR ANY ERRORS RESULTING FROM
THIS PRACT*E WRITTEN DIMENSIONS 'TAKE PRECEDENCE OVER SCALE SHOWN
ON PLANS.
7, OWNER, CONTRACTOR, AND TOWER NETWORK CARRIER CONSTRUCTION PROJECT
MANAGER SHALL MEET JOINTLY TO VERIFY ALL DRAWINGS AND SPECIFICATIONS
PRIOR TO THE START OF CONSTRUCTION.
B. THE GENERAL CONTRACTOR SHALL RECEIVE WRITTEN AUTHORIZATION TO
PROCEED WITH CONSTRUCTION PRIOR TO STARTING WORK ON ANY ITEM NOT
CLEARLY DEFINED BY THE CONSTRUCTION DRAWINGS/CONTRACT DOCUMENTS,
9 THE CONTRACTOR SHALL PERFORM WORK DURING OWNER'S PREFERRED
HOURS TO AVOID DISTURBING NORMAL BUSINESS,
10, THE CONTRACTOR SHALL PROVIDE TOWER NETWORK CARRIER PROPER
INSURANCE CERTIFICATES NAMING TOWER NETWORK CARRIER AS ADDITIONAL
INSURED, AND TOWER NETWORK CARRIER PROOF OF LICENSE(S) AND PE &
PD INSURANCE.
11. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE PROJECT DESCRIBED IN
THE CONTRACT BOCUMENTS. THE CONTRACTOR SHALL. BE SOLELY
RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS. TECHNIQUES,
SEQUENCES. AND PROCEDURES FOR COORONATRIXG ALL PORTIONS. OF THE
WORK UNDER THE CONTRACT,
12. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS ACCORDING
TO MANUFACTURER'S/VENDOR'S SPECIFICATIONS UNLESS NOTED OTHERWISE
OR WHERE LOCAL CODES OR ORDINANCES .TAKE PRECEDENCE.
13. ALL VNORK. PERFORMED ON THE PROJECT AND MATERIALS'.. INSTALLED SMALL
BE IN STRICT ACC:ORDANGE 'MTN ALL APPUCASLE CODES, REGULATION'S,AND
ORDINANCES. CONTRACTOR SHALL. ONE ALL NOTICES AND COMPLY WTTN ALL
LAWS, ORDINANCES, RULES, REGULATIONS AND LAVeFUL ORDERS OF ANY
RHTRL&G AUTHORITY, MUNICIPAL AND UTILITY COAMPAA,IAr SPECDF)CADONS, AND
LOADS AND STATE EU SD$CTIONAL CODES BEARING ON THE PERFORNANOE OF
THE WORK.
14.. GENERAL CONTRACTOR SHALL PROVIDE, AT THE PROJECT SITE, A FULL SET
OF CONSTRUCTION DOCUMENTS UPDATED WITH THE LATEST REVISIONS AND
ADDENDA OR CLARIFICATIONS FOR USE BY ALL PERSONNEL INVOLVED WITH
THE PROJECT,.. THIS SET IS A VALID CONTRACT DOCUMENT ONLY IF THE
TITLE SHEET IS STAMPED "FOR CONSTRUCTION" AND EACH SUCCESSIVE SHEET
BEARS THE ARCHITECT'S SIGNED WET STAMP.
15 A COPY OF GOVERNING AGENCY APPROVED PLANS SHALL BE: KEPT IN A
PLACE SPEC.FGED BY THE GOVERNING AGENCY, AND BY LAW, SHALL BE
AVALASLE FOR tNSPECOO+N AT ALL TIMES, THE PLANS ARE NOT TO BE USED
By THE WO.RI(i,sEN, ALL CONSTRUCTION SETS 'SHALL REFLECT THE SAME
INFORMATION AS GOVERNING AGENCY XPPRMO PLANS, THE CONTRACTOR
SH,AIA.. ALSO MAINTAIN ONE SET OF PLANS, PHA OECD CONDITION, COMPLETE
VATH ALL REVISIONS, ADDENDA, AND CKWOE ORDERS 044 THE PREMISES .AT
.ALL LIMES UNDER THE DIRECT CARE OF 981E SUPERINTENDENT. THE
CONTRACTOR SHALL SUPPLY TOWER NETWORK CARRIER CONSTRUCTION
PROJECT MANAGER.. WITH A COPY OF ALL REVISIONS, ADDENDA, AND/OR
CHANGE ORDERS AT THE CONCLUSION OF THE WORK AS A PART OF THE
AS -BUILT DRAWING RECORDS,.
16.,.. THE STRUCTURAL COMPONENTS OF ADJACENT CONSTRUCT M OR FACILITIES
ARE NOT TO BE ALTERED BY THIS CONSTRUCTION PROJECT: UNLESS NOTED
OTHERWISE.
17. THE CONTRACTOR SHALL STUDY THE STRUCTURAL, ELECTRICAL, MECHANICAL,
AND PLUMSINO PLANS AND CROSS CHECK THEIR DETAILS;NOTES,
DIMENSIONS;. AND ALL REOUMOVIENTS PRIOR TO THE START OF ANY WORK.
18. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE SECURITY OF
THE PROJECT AND SITE WHILE THE WORK IS IN PROGRESS UNTIL THE JOB IS
COMPLETE.
19. THE CONTRACTOR HAS THE RESPONS45TUTY OF LOCADNO ALL EXISTING
U#iLITI£S WHETHER OR NOT SHOWN ON THE PLANS, AND TO PROTECT THEM
FROM DANJACE, THE C.ONTRACTOR,. OR SUBCONTRACTOR AS SPECIFIED IN THE
.ACRC,.EMENT :B.E,MEEN SOBCONTR4CTOP ,AND CONTRACTOR, SHALL BEAT THE
EXPENSES OF REPAIR AND/OR REPLACEMENT OF UTILITIES OR OTHER
PROPERTY DAMAGE BY OPERATIONS IN CONJUNCTION WITH THE EXECUTION OF
THE WORK.
20,.. THE REFERENCES ON THE DRAWINGS ARE FOR CONVENIENCE ONLY AND
SHALL NOT LIMIT THE APPLICATION OF ANY DRAWING OR DETAIL.
21. ALL DIMENSIONS ON THE PLANS ARE TO FACE OF STUD (FO.S.) UNLESS
NOTED OTHERWISE (U.NA,).
22,. ALL EXISTING CONSTRUCTION, EQUIPMENT, AND FINISHES NOTED TO BE
REMOVED SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND WILL
BE REMOVED FROM THE SITE WITH THE FOLLOWING EXCEPTIONS:
A. PROPERTY NOTED TO BE RETURNED TO THE OWNER,.
B,PROPERTY NOTED TO BE REMOVED BY THE OWNER.
23,THE GOVERNING AGENCIES, CODE AUTHORITIES, AND BUILDING INSPECTORS
SHALL PROVIDE THE MINIMUM STANDARDS FOR CONSTRUCTION TECHNIQUES,
MATERIALS, AND FINISHES USED THROUGHOUT THE PROJECT. TRADE
STANDARDS AND/OR PUBLISHED MANUFACTURERS SPECIFICATIONS MEETING
OR EXCEEDING DESIGN REQUIREMENTS SHALL BE USED FOR INSTALLATION.
24.WHEN REQUIRED STORAGE OF MATERIALS OCCURS, THEY SHALL BE EVENLY
DISTRIBUTED OVER ROUGH FRAMED FLOORS OR ROOFS SO AS NOT TO
EXCEED THE DESIGNED LIVE LOADS FOR THE STRUCTURE, TEMPORARY
SHORING AND/OR BRACING IS TO BE PROVIDED WHERE THE STRUCTURE HAS
NOT ATTAINED THE DESIGN STRENGTH FOR THE CONDITIONS PRESENT.
25. PRIOR TO THE POURING OF ANY NEW SLAB OVER AN EXISTING SLAB THE
CONTRACTOR SHALL VERIFY LOCATIONS OF ALL OPENINGS, CHASES, AND
EQUIPMENT WHICH ARE TO BE IMPLEMENTED INTO THE NEW WORK. ALL
ITEMS DESIGNATED TO BE ABANDONED SHALL BE NOTED AND DISCUSSED
WITH THE OWNER AND TOWER NETWORK CARRIER CONSTRUCTION PROJECT
MANAGER AS PART OF THE AS -BUILT DRAWING PACKAGE.
26.SEAL ALL PENETRATIONS THROUGH FIRE -RATED AREAS WITH U.L,. LISTED OR
FIRE MARSHALL APPROVED MATERIALS IF APPLICABLE TO THIS FACILITY AND
OR PROJECT SITE,:
27„.BUILDING INSPECTORS AND/OR OTHER BUILDING OFFICIALS ARE TO BE
NOTIFIED PRIOR TO ANY GRADING, CONSTRUCTION, AND ANY OTHER PROJECT
EFFORT AS MANDATED BY THE GOVERNING AGENCY:.
28.CONTRACTOR TO PROVIDE A PORTABLE FIRE EXTINGUISHER WITH A RATING OF
NOT LESS THAN 2-A OR 2-A1QSC WITHIN 75 FEET TRAVEL DISTANCE TO
ALL PORTIONS OF PROJECT AREA DURING CONSTRUCTION„
29., THE PROJECT, WHEN COMPLETED, SHALL COMPLY WITH LOCAL SECURITY
CODES AND TITLE-24 ENERGY CONSERVATION REQUIREMENTS. (TITLE-24
WHEN APPLICABLE)
30.. ALL GLASS AND GLAZING IS TO COMPLY WITH CHAPTER 54 OF THE U.S.
CONSUMER SAFETY COMMISSION - SAFETY STANDARDS FOR ARCHITECTURAL
GLAZING MATERIALS (42 FR 1428, CFR PART 1201) AND LOCAL SECURITY
REQUIREMENTS.
31, CONTRACTOR SHALL MAKE NECESSARY PROVISIONS TO PROTECT EXISTING
IMPROVEMENTS, EASEMENTS, PAVING, CURBING, ETC. DURING CONSTRUCTION.
UPON COMPLETION OF WORK, CONTRACTOR SHALL REPAIR ANY DAMAGE THAT
MAY HAVE OCCURRED DUE TO CONSTRUCTION ON OR ABOUT THE PROPERTY.
32. CONTRACTOR SHALL KEEP GENERAL WORK AREA CLEAN AND HAZARD FREE
DURING CONSTRUCTION AND DISPOSE OF ALL DIRT, DEBRIS, AND RUBBISH.
CONTRACTOR SHALL REMOVE EQUIPMENT NOT SPECIFIED AS REMAINING ON
THE PROPERTY OR PREMISES. SITE SHALL BE LEFT IN CLEAN CONDITION
AND FREE FROM PAINT SPOTS, DUST, OR SMUDGES OF ANY NATURE.
33. NEW CONSTRUCTION ADDED TO EXISTING CONSTRUCTION SHALL MATCH IN
FORM, TEXTURE, FINISH, AND IN MATERIALS EXCEPT AS NOTED IN THE PLANS
AND SPECIFICATIONS,
3C THE CONTRACTOR SHALL PROVIDE ALL NECESSARY BACKING, BLOCKING,
AND/OR SLEEVES REQUIRED FOR THE INSTALLATION OF FIXTURES,
MECHANICAL EQUIPMENT, PLUMBING, HARDWARE, AND FINISH ITEMS TO
ENSURE A PROPER AND COMPLETE JOB.
35 THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING A PROJECT LEVEL,
SJUFLU04, AND TRUE ACCORDING TO THE PLANS. THE CONTRACTOR SHALL
COMPARE THE LINES AND LEVELS OF THE EXISTING CONDITIONS WITH THOSE
SHOWN ON THE PLANS PRIOR TO THE START OF ANY CONSTRUCTION. TOWER
NETWORK CARRIER SHALL BE NOTIFIED OF ANY ERRORS, OMISSIONS, OR
INCONSISTENCIES PRIOR TO ANY CONSTRUCTION,::
36. THE CONTRACTOR IS TO PROVIDE PROTECTION FOR ADJOINING PROPERTIES
FROM PHYSICAL HARM, NOISE, DUST, DIRT, AND FIRE AS REQUIRED BY THE
GOVERNING AGENCIES,,.
37. WHERE SPECIFIED, MATERIALS TESTING SHALL BE TO THE LATEST STANDARDS
AND/OR REVISIONS AVAILABLE AS REQUIRED BY THE GOVERNING AGENCY
RESPONSIBLE FOR RECORCANG THE RESULTS,..
38._THE CONTRACTOR IS RESPONSIBLE FOR THE STORAGE OF ALL MATERIALS
AND SHALL NOT DO SO ON PUBLIC PROPERTY WITHOUT A PERMIT TO DO
SO FROM THE GOVERNING AGENCIES FOR THIS PURPOSE.
39. GENERAL NOTES AND STANDARD DETAILS ARE THE MINIMUM REQUIREMENTS
TO BE USED IN CONDITIONS WHICH ARE NOT SPECIFICALLY SHOWN
OTHERWISE,
40, TRADES INVOLVED IN THE PROJECT SHALL BE RESPONSIBLE FOR THEIR OWN
CUTTING, FITTING, PATCHING. ETC., SO AS TO BE RECEIVED PROPERLY BY
THE WORK OF OTHER TRADES,.
4L ALL DEBRIS AND REFUSE IS TO BE REMOVED FROM THE PROJECT PREMISES
AND SHALL BE LEFT IN A CLEAN (BROOM FINISH) CONDITION AT ALL TIMES
BY EACH TRADE AS THEY PERFORM THEIR OWN PORTION OF THE WORK.
42,: TOWER NETWORK CARRIER DOES NOT GUARANTEE ANY PRODUCTS, FIXTURES,
AND/OR ANY EQUIPMENT NAMED BY A TRADE OR MANUFACTURER.:
GUARANTEE OR WARRANTY THAT MAY BE IN EFFECT IS DONE SO THROUGH
THE COMPANY OR MANUFACTURER PROVIDING THE PRODUCT, FIXTURE,
AND/OR EQUIPMENT ONLY: UNLESS SPECIFIC RESPONSIBILITY IS ALSO
PROVIDED BY THE CONTRACTOR/SUBCONTRACTOR IN WRITTEN FORM.
43.CAUTION! CALL, BEFORE YOU DIG! BURIED UTILITIES EXIST IN THE AREA
AND UTILITY INFORMATION SHOWN MAY NOT BE COMPLETE. CONTACT THE
ONE -CALL UTILITY LOCATE SERVICE A MINIMUM OF 48 HOURS PRIOR TO
CONSTRUCTION,..1-800-424-5555,,.
44, CONTRACTOR TO REPLACE AND/OR REROUTE ANY EXISTING UNDERGROUND
UTILITIES ENCOUNTERED DURING TRENCHING AND GENERAL CONSTRUCTION.
45., CONTRACTOR TO LOCATE ALL UTILITIES PRIOR TO PLACEMENT OF MONOPOLE
FOOTING AND OTHER STRUCTURES TO BE PLACED IN GROUND„ SEE GENERAL
NOTE #6 ON THIS SHEET.
46,. SEE CIVIL DRAWINGS FOR ADDITIONAL SITE INFORMATION,
47.. CONTRACTOR TO DOCUMENT ALL WORK PERFORMED WITH PHOTOGRAPHS AND
SUBMIT TO TOWER NETWORK CARRIER ALONG WITH REDUNED CONSTRUCTION
SET.
48. CONTRACTOR TO DOCUMENT ALL CHANGES MADE IN THE FIELD BY MARKING
UP (REDLINING) THE APPROVED CONSTRUCTION SET AND SUBMITTING THE
REDLINED SET TO TOWER NETWORK CARRIER UPON COMPLETION.
49. WITH POWER COMPANY AS REQUIRED. CONTRACTOR TO REPORT POWER
INSTALLATION COORDINATION SOLUTION(S) TO NETWORK CARRIER
REPRESENTATIVE, PROJECT CONSTRUCTION MANAGER AND ARCHITECT,..
50, ANY SUBSTITUTIONS OF MATERIALS AND/OR EQUIPMENT, MUST BE APPROVED
BY TOWER NETWORK CARRIER CONSTRUCTION MANAGER,.
51. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR AND SHALL REMEDY
ALL FAULTY, INFERIOR, AND/OR IMPROPER MATERIALS, DAMAGED GOODS,
AND/OR FAULTY WORKMANSHIP FOR ONE (1) YEAR AFTER THE PROJECT IS
COMPETE AND ACCEPTED UNDER THIS CONTRACT; UNLESS NOTED OTHERWISE
IN THE CONTRACT BETWEEN THE OWNER AND THE CONTRACTOR.
(EXCEPTION).. THE ROOFING SUBCONTRACTOR SHALL FURNISH A MAINTENANCE
AGREEMENT FOR ALL WORK DONE, COSIGNED BY THE GENERAL CONTRACTOR,
TO MAINTAIN THE ROOFING IN A WATERTIGHT CONDITION FOR A PERIOD OF
TWO (2) YEARS STARTING AFTER THE DATE OF SUBSTANTIAL COMPLETION OF
THE PROJECT, UNLESS OTHERWISE WRITTEN IN THE CONTRACT BETWEEN THE
OWNER AND THE CONTRACTOR.
52. THE CONTRACTOR SHALL PROVIDE ADEQUATE PROTECTION FOR THE SAFETY
OF THE OWNERS EMPLOYEES, WORKMEN, AND ALL TIMES DURING THE
CONSTRUCTION OF THE PROJECT.
53. THE CONTRACTOR SHALL BE REQUIRED TO PAY FOR ALL NECESSARY PERMITS
AND/OR FEES WITH RESPECT TO THE WORK TO COMPLETE THE PROJECT..
BUILDING PERMIT APPLICATIONS SHALL BE FILED BY THE OWNER OR HIS
REPRESENTATIVE. CONTRACTOR SHALL OBTAIN PERMIT AND MAKE FINAL
PAYMENT FOR SAID DOCUMENT.
54, THE ARCHITECT/ENGINEER IN CHARGE SHALL SIGN AND SEAL ALL DRAWINGS
AND/OR SPECIFICATIONS.
55. TOWER NETWORK CARRIER WILL REVIEW AND APPROVE SHOP DRAWINGS AND
SAMPLES FOR CONFORMANCE WITH DESIGN CONCEPT. TOWER NETWORK
CARRIER PROJECT APPROVAL OF A SEPARATE ITEM SHALL NOT INCLUDE
APPROVAL OF AN ASSEMBLY IN WHICH THE ITEM FUNCTIONS.;:
55,ALL ANTENNAS MOUNTED ON ROOF SUPPORT FRAMES TO BE PROVIDED BY
TOWER NETWORK CARRIER COMMUNICATIONS.
57. CONTRACTOR TO PROVIDE TRENCH AS REQUIRED TO INSTALL BOTH
ELECTRICAL AND TELEPHONE UNDERGROUND CONDUITS ($40 PVC) PER S.C.E.
?WORROPOETR. BACKFILL WITH CLEAN SAND AND COMPACT TO THE
SATISFACTION OF THE DISTRICTS INSPECTOR. REPLACE FINISH GRADE WITH
MATCHING MATERIALS (GRASS, ASPHALT, CONCRETE, ETC,.)
58. CONTRACTOR TO PROVIDE HEAVY STEEL PLATES AT OPEN TRENCHES FOR
SAFETY AND TO PROTECT EXISTING GROUND SURFACES FROM HEAVY
EQUIPMENT UTILIZED DURING CONSTRUCTION.
59. CONTRACTOR TO PATCH AND REPAIR ALL GROUND SURFACES WITHIN THE
CONSTRUCTION AREA AS NECESSARY TO PROVIDE A UNIFORM SURFACE AND
MAINTAIN EXISTING SURFACE DRAINAGE SLOPES,,.
60, CONTRACTOR TO REPLACE LANDSCAPE VEGETATION THAT WAS DAMAGED DUE
TO CONSTRUCTION, AND TO MODIFY REMAJNING IRRIGATION LINES TO
OPERATING CONDITION, PROVIDING FULL COVERAGE TO IMPACTED AREAS.
61. IN THE CASE OF ROOFTOP SOLUTIONS FOR EQUIPMENT AND/OR ANTENNA
FRAMES WHERE PENETRATION OF EXISTING ROOFING MATERIALS OCCUR. THE
GENERAL CONTRACTOR SHALL COORDINATE WITH BUILDING OWNER AND
BUILDING ROOFING CONTRACTOR OF RECORD FOR INSTALLATION, PATCH,
REPAIR OR ANY AUGMENTATION TO THE ROOF, AND HAVE THE WORK
GUARANTEED UNDER THE ROOFING CONTRACTOR'S WARRANTY FOR MOISTURE
PENETRATION OR AND OTHER FUTURE BREACH OF ROOFING INTEGRITY,
62, IN THE CASE OF ROOFTOP SOLUTIONS WITH THE INSTALLATION OF ANTENNAS
WITHIN CONCEALED (SHROUDED) SUPPORT FRAMES OR TRIPODS, THE
GENERAL CONTRACTOR SHALL COORDINATE WITH THE FRP
DESIGNSA AABIRICATOR TO ENSURE THAT THE FINAL FRP SHROUD IS
VmuLATING (IN APPEARANCE) DESIGNATED EMSTINOa EXTERIOR BUILDING
FACADE MATERIALS, TEXTURES, AND COLORS THE CONTRACTOR SHALL.
FURTHERMORE ENSURE THE USE OF COUNTERSUNK FASTENERS IN ALL. FRP
CONSTRUCTION, WHEN PHOTOSIMULATIONS ARE PROVIDED, THE CONTRACTOR
SHALL ENSURE THAT FINAL CONSTRUCTION REPRESENTS WHAT IS INDICATED
IN PHOTOSIMULATION. SHOP DRAWINGS SHALL BE PROVIDED TO THE GENERAL
CONTRACTOR, CONSTRUCTION COORDINATOR, AND ARCHITECT PRIOR TO
FABRICATION AND CONSTRUCTION.
63. IN THE CASE OF ROOFTOP SOLUTIONS FOR EQUIPMENT AND/Oft ANTENNA
FRAMES WHERE ANtH ORMG TO A CONCRETE ROOF SLAB IS REQUIRED,
CONTRACTORS SHALL CONFIRM (PRIOR TO SUBMITTING BID) WITH CONSULTING
CONSTRUCTION COORDINATOR AND ARCHITECT THE PRESENCE OF POST
TENSION TENDONS WITHIN THE ROOF SLAB - RESULTING FROM AN
UNDOCUMENTED DESIGN CHANGE IN THE EXISTING BUILDING "AS -BUILT
DRAWING SET' - HAVING INDICATED AN ORIGINAL DESIGN SOLUTION OF
REINFORCED CONCRETE W/ EMBEDDED STEEL REPAR. IN THE EVENT POST
TENSION SLAB SOLUTION IS PRESENT,, CONTRACTOR SHALL INCLUDE
PROVISIONS FOR X-RAY PROCEDURES (INCLUDED IN BID) FOR ALL
PENETRATION AREAS WHERE ANCHORING OCCURS.
64. GENERAL & SUB CONTRACTORS SHALL USE STAINLESS STEEL METAL LOCKING
TIES FOR ALL CABLE TRAY TIE DOWNS AND ALL OTHER GENERAL TIE DOWNS
(WHERE APPLICABLE). PLASTIC ZIP TIES SHALL NOT BE PERMITTED FOR USE
ON TOWER NETWORK CARRIER PROJECTS. RECOMMENDED MANUFACTURE
SHALL BE: PANDUIT CORP. METAL LOCKING TIES MODEL NO.MLT4S-CP
UNDER SERIES-304 (OR EQUAL). PANDUIT PRODUCT DISTRIBUTED BY TRIARC.
65.ALL WORK TO BE DONE BETWEEN HOURS OF 8:00 AM AND 5:00 PM,
EXCLUDING HOLIDAYS
SPECIAL NOTES:
1, PLANS PART OF THIS SV .ARE COMPLEMENTARY. INFORMATION IS NOY U[A4TED PTO ONE PLAN,
DRAWINGS AND SPECIFICATIONS ARE INSTCRLIMENTS OF SERVICE AND SHALL. REMAt4 THE PROPERTY CF':..
THE ARCHITECT W+aHETHER THE :PROJECT FOR WHICH THEY ARE MADE IS EXECUTED OR NOT, THEY ARE
NOT To BE USCD BY THE, OWNER ON OTHER PROJECTS DR EXTENSION TO TINS PROJECT.EXCEPT BY:
AGREEMENT IN W OnOC AND WINO APPROPRIATE COMPENSATION TO: THE ARCHITECT. THESE: PLANS WERE
PREPAREC TO BE SUBMITTED? TQ 0XIERNMENTAL BUILDING ,AUTHORRTIES FOR REVIEW FOR COMPLIANCE.
WITH--PPLICABLE CODES AND 1T IS THE SOLE RESPONSIBILITY OF THE OWNER AND/OR CONTRACTOR To
BUILD ACCORDING TO APPLICABLE BUILDING CODES.
2, IF CONTRACTOR OR SUO-CONTRACTOR FIND TT NECESSARY TO DEVATE FROM ORIGINAL APPROVED
PLANS, THEN M IS: THE CONTRAICTOWS AND THE SUB-CONTRACTOWS RES,PCINSISItnd TO PROVIDE THE
ARICI-ITSICT WITH 4. COPIES Of THE PROPOSED CHANGES FOR HIS :APPROVAL BEFORE PROCETTDING;. WITH
THE WORK, IN ADDITION THE CONTRACTOR Aso ssUB-CONTRACTORS SRA4LL BE RESPONSIBLE FOR
PROCURING ALL NECESSARY APPROVALS FROM THE BUILDING AUTHORITIES FOR THE PROPOSES CHANGES
BEFORE PROCEEDING WITH THE WORK, THE CONTRACTOR AND%UB:-CONTRACTORS SHALL BE
RESPONSIBLE FOR PROCURING ALL NECESSARY INSPECTIONS AND. APPROVALS FROM BUILDING•
AUTRRTKS DURING THE EXECUTION OF THE WORK.
3. DN MAY FW'ENL THESE CONSTRUCTION DOCUMENTS AND SPECIFICATIONS SHALL BE INTERPRETED, TO BE
A NONIMUM ACCEPTABLE MEANS OF 0 TtUCTIW BUT THIS SHALL NOT RELIEVE THE CONTRACIOF4
SUB -CONTRACTOR,: AND/'OR SUPPLIER/MANUFACTURER FROM PR014DING A COMPLETE AND CORRECT JO
WHEN ADDITIONAL ITEMS ARE REQUIRED TO THE MINIMUM SPECIFICATION, IF ANY ITEMS TILED TO
EXCEED THESE MINIMUM SPECIFICATIONS To RRO°+IOE A COMPLETE, ADEOUATE AND SAFE. WORRING
CONGOID®rN, THEN IT SHALL BE THE DEEMED AND UNDERSTOOD TO 8£ INCLUDED IN THE ORAW NG5,
FOR EXAMPLE, IF AN ITEM AND/'OR PIECE :OF EQUIPMENT REDUIRES A LARDER WIRE SfZE:(LE,
ELECTRICAL WIRE)„S.TRONGER 09, LARGER PIPING, INCREASED OUANTITY (I E. STRUCTURAL ELEMENTS),:
REDUCED SPACING„ AND/OR INCREASED LENGTH (A,E. BOLT LENGTHS. BAR IUEtO`FNS) THEN. IT SHALL BE.
DEEMED AND UNDERSTOOD TO BE INCLUDED IN ME BID/PROPOSAAL. THESE DOCUMENTS ARE MEANT
AS A GUIDE AND ALL ITEMS REASDNABLY'INFORR 7 SNALL BE DEEMED T BE: INCLUDED,
4: THESE CONTRACT DOCUMENTS AND SPECIFICATIONS SHALL NOT BE CONSTRUED TO CREATE A
CONTRACTUAL RELATIONSHIP OF ANY KIND BETWEEN THE ARCHITECT AND THE CONTRACTOR.
RECEIVED
CITY OF FEDERAL SAY
COMMUNITY DEVELOPMENT
1m:
AT&T MOBILITY
RTC BUILDING 3
18221 HE 72nd WAY
REDMOND, WA 98052
.,.M asTec
Network Solutions
22263 681h AVE 5
KENT, WA 98032
506 SECOND AVE, SUITE 1533
SEATTLE, WA 98104
00,
l BY: LC,
SUBMITTALS
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GENERAL NOTES
_ 61-ErrrNuwa
DESIGN CRITERIA:
BUILDING NOTES:
AREIATER001 TOP- GAF
PROCEDURES (,1"YEN APPLICABLE):
1. THE STRUCTURAL DESIGN OF THIS PROJECT IS IN ACCORDANCE WITH THE
to VERIFICATION THAT THE EXISTING BUILDING ROOF CAN SUPPORT THE
:_..:
INTERNATIONAL BUILDING CODE 2015 WITH WASHINGTON STATE BUILDING CODE
PROPOSED ANTENNA LOADING IS TO BE DONE BY OTHERS.
AMENDMENTS (2015 SEATTLE BUILDING CODE)
2, PROVIDE SUPPORTS FOR THE ANTENNA COAX CABLES TO THE ELEVATION OF
(AS PER "ACCIDENT PREVENTION PROGRAM" - BY PERMISSION OF WREN
2., DESIGN pL ADc:
ALL INITIAL AND FUTURE ANTENNAS. ANTENNA COAX CABLES ARE TO BE
CONSTRUCTION, INC,. - 03/01/99)
SEE STRUCTURAL
SUPPORTED AND RESTRAINED AT THE CENTERS SUITABLE TO THE
MANUFACTURER'S REQUIREMENTS.
FALL PROTECTION METHODS AND EQUIPMENT
ROOF TOP INSTALLATIONS
CONCRETE NOTES:
1. ALL CONCRETE CONSTRUCTION SHALL BE IN ACCORDANCE WITH ACI-318,.
SAFETY PROGRAM:
T: FOR WORK IS BEING PERFORMED WITHIN 25' OF AN UNPROTECTED ROOF
EDGE, THE CONSTRUCTION SUPERVISOR SHALL DESIGNATE A TRAINED SAFETY
MONITOR TO OBSERVE THE MOVEMENTS AND ACTIVITIES OF THE CONSTRUCTION
2. CONCRETE SHALL BE MIXED, PROPORTIONED, CONVEYED AND PLACED IN
11 CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING AND DOCUMENTING
WORKERS,
ACCORDANCE WITH CHAPTER 19 OF THE 2015 IBC. STRENGTHS AT 28 DAYS
THEIR OWN SAFETY TRAINING PROGRAM,
2. SAFETY MONITOR SHALL WARN CONSTRUCTION WORKERS OF HAZARDS (I.E.,
AND MIX CRITERIA SHALL BE AS FOLLOWS.,
BACKING UP TOWARD A ROOF EDGE, ETC;.). OR UNSAFE ACTIVITIES„ THE
CEMENT
TYPE OF CONSTRUCTION 28 DAY STRENGTHS W/C MINIM4i1M D
ICONTENTSAFETY
MONITOR MUST BE ON THE SAME ROOF AND WITHIN VISUAL AND
(f°C) RATIO
PER CUBIC YARD:
VERBAL DISTANCE OF THE CONSTRUCTION WORKERS.
A. STRUCTURAL SLABS AND 4.000 PSI S .45 6 Ys SACKS
3. CONSTRUCTION INVOLVING WORKERS TO APPROACH WITHIN 6' OR LESS OF AN
CONCRETE PIERS
UNPROTECTED ROOF EDGE, REQUIRES WORKERS TO USE SAFETY LINE,:.
B. ALL STRUCTURAL CONCRETE 4,000 PSI < A5 6 Ya SACKS
EXCEPT WALLS
4, SAFETY LINE SHALL BE MINIMUM 'A" DIAMETER NYLON, WITH A NOMINAL
TENSILE STRENGTH OF 5400 LBS.
C. CONCRETE WALLS 4,000 PSI 5.45 6 }tj SACKS
5:: SAFETY LINE SHALL BE ATTACHED TO A SUBSTANTIAL MEMBER OF THE
D., SLABS ON G E/TOF°.PiNG SLABS 2,500 PSI 5 AS 6 Ya SACKS
STRUCTURE.
(FOR EQUIPMENT CASaNE.T)
6,, SAFETY LINE LENGTH SHALL BE SET ALLOWING CONSTRUCTION WORKER TO
CEMENT SHALL BE ASTM C150, PORTLAND CEMENT TYPE II U.N.O,:
REACH EDGE OF ROOF, BUT NOT BEYOND.
3. THE GENERAL CONTRACTOR SHALL SUPERVISE AND BE RESPONSIBLE FOR THE
7. SAFETY BELTS SHALL BE WORN BY ALL CONSTRUCTION WORKERS.
METHODS AND PROCEDURES OF CONCRETE PLACEMENT..
4. ALL CONCRETE WITH SURFACES EXPOSED TO STANDING WATER SHALL BE
8., MONTHLY SAFETY INSPECTION AND MAINTENANCE OF THE FALL PROTECTION
AIR -ENTRAINED WITH AN AIR -ENTRAINING AGENT CONFORMING TO ASTM C260,
EQUIPMENT SHALL OCCUR BY THE SAFETY COMMITTEE REPRESENTATIVES,
C494, C618, C989 AND C1017. TOTAL AIR CONTENT SHALL BE IN
INCLUDING:
ACCORDANCE WITH TABLE 1904,2„1 OF THE 2015 IBC.
INSPECTION OF CONSTRUCTION AREA FOR HAZARDS
5, REINFORCING STEEL SHALL CONFORM TO ASTM A615 (INCLUDING SUPPLEMENT
USE OF AN INSPECTION CHECKLIST
INTERVIEWING COWORKERS REGARDING SAFETY CONCERNS
S1), GRADE 60, fy=60A00 PSI. EXCEPTIONS: ANY BARS SPECIFICALLY SO
REPORTING AND DOCUMENTING ANY HAZARDS
NOTED ON THE DRAWINGS SHALL BE GRADE 40, fy=40,000 PSI, GRADE 60
REPORTING HAZARDS TO THE SAFETY COMMITTEE FOR CONSIDERATION
REINFORCING BARS INDICATED ON DRAWINGS TO BE WELDED SHALL CONFORM
POSTING RESULTS OF INSPECTION AND ANY ACTION TAKEN
TO ASTM A706,,REINFORCING COMPLYING WITH ASTM A615(S1) MAY BE
RECEIVING AN UNBIASED REVIEW OF ONE'S OWN WORK AREA BY ANOTHER
WELDED ONLY IF MATERIAL PROPERTY REPORTS INDICATING CONFORMANCE
COWORKER SAFETY REPRESENTATIVE
WITH WELDING PROCEDURES SPECIFIED IN A.W.S. D14 ARE SUBMITTED:,
6. REINFORCING STEEL SHALL BE DETAILED (INCLUDING HOOKS AND BENDS) IN
REFER TO ROOFTOP WORK AREA SAFETY PROTOCOL
NATIONAL ASSOCIATION OF TOWER ERECTORS 2000 PUBLICATION
ACCORDANCE WITH ACI 315 AND 318,. LAP ALL CONTINUOUS
REINFORCEMENT AT LEAST 30 BAR DIAMETERS OR A MINIMUM OF 2'-0'°.
REFERENCED OSHA REGULATION/STANDARDS SHALL BE REVIEWED BY TOWER
PROVIDE CORNER BARS AT ALL WALL AND FOOTING INTERSECTIONS. LAP
P
ERECTORS,
CORNER BARS AT LEAST 30 BAR DIAMETERS OR A MINIMUM OF 2°-O",LAP
RACTORS
CONTRACTORS/SUBCONTRACTORS
EQUIPMENT INSTALLERS, AND TOP CON.
ADJACENT MATS OF WELDED WIRE FABRIC A MINIMUM OF 8" AT SIDES AND
- SCOPE, AND
29 CFR 1926.50D -SCOPE, APPLICATION, AND DEFINITIONS
ENDS.
29 CFR 1926,.501 -DUTY TO HAVE FALL PROTECTION
19 CFR 1926„.502 - FALL PROTECTION SYSTEMS CRITERIA AND
7. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185.
PRACTICES
8,SPIRAL REINFORCEMENT SHALL BE PLAIN WIRE CONFORMING TO ASTM A615,
GRADE 60, fy=60,000 PSI.
9,., NO BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE SHALL BE FIELD
BENT UNLESS SPECIFICALLY SO DETAILED OR APPROVED BY THE CONSULTANT,:
10, CONCRETE PROTECTION (COVER) FOR REINFORCING STEEL SHALL BE AS
FOLLOWS:
FOOTINGS AND OTHER UNFORMED 3"
SURFACES, EARTH FACE
FORMED SURFACES EXPOSED (J6 BARS OR
LARGER) 2"
TO EARTH OR WEATHER (#5 BARS OR SMALLER) 1 1/2"
- SLABS AND WALLS (INTERIOR FACE) 3/4
11. BARS SHALL BE SUPPORTED ON CHAIRS OR DOBIE BRICKS.
12. ANCHOR BOLTS TO CONFORM TO ASTM A307,
13. NON -SHRINK GROUT SHALL BE FURNISHED BY AN APPROVED MANUFACTURER
AND SHALL BE MIXED AND PLACED IN STRICT ACCORDANCE WITH THE
MANUFACTURER'S PUBLISHED RECOMMENDATIONS. GROUT STRENGTH SHALL
BE AT LEAST EQUAL TO THE MATERIAL ON WHICH IT IS PLACED (3,000 PSI
MINIMUM).
14„ ALL EXPANSION ANCHORS TO BE HILTI BRAND. ADHESIVE ANCHORS REQUIRE
TESTING TO CONFIRM CAPACITY UNLESS WAIVED BY ENGINEER.
SOILS COMPLIANCE PRIOR TO FOUNDATION INSPECTION
CONCRETE OVER 4000 PSI (612 SACK MIX) AT 28 DAYS
CONCRETE PLACEMENT AT SLAB ON GRADE
WRITTEN CERTIFICATION FOR PROPER PLACEMENT OF
REINFORCEMENTS AT SLAB ON GRADE
FOUNDATION EXCAVATION AND FILL INCLUDING UTILITY TRENCHES
CERTIFICATION OF BUILDING PAD, FOUNDATION AND FILL BY
THE GEOTECHNICAL ENGINEER OF RECORD
® VERIFICATIONS OF MILL REPORT
® IDENTIFICATION OF STEEL AND AT JOB SITE
ADHESIVE BOLTS IN CONCRETE OR MASONRY
ANCHOR BOLTS INSTALLATION AND PLACEMENT IN
CONCRETE
HIGH STRENGTH BOLTING
SUBMITTAL DOCUMENTS FOR DEFERRED SUBMITTAL ITEMS SHALL BE SUBMITTED TO THE ARCHITECT OR ENGINEER OF RECORD,
WHO SHALL REVIEW THEM AND FORWARD THEM TO THE BUILDING OFFICIAL WITH A NOTATION INDICATING THAT THE DEFERRED
SUBMITTAL DOCUMENTS HAVE BEEN REVIEWED AND THAT THEY HAVE BEEN FOUND TO BE IN GENERAL CONFORMANCE WITH
THE DESIGN OF THE BUILDING,:. THE DEFERRED AND SUBMITTAL ITEMS SHALL NOT BE INSTALLED UNTIL THEIR DESIGN AND
SUBMITTAL DOCUMENTS HAVE BEEN APPROVED BY THE BUILDING OFFICIAL.
® SPRAYED -ON- FIREPROOFING
STRUCTURAL MASONRY
® PRESTRESSED CONCRETE
® ALL FIELD WELDING
® REINFQRCINO
❑ DESIGNER SNEC7FIED
® OTHER ._..®. :_.._._.. T;,L,-,... 1..
t
AT&T MOBILITY
RTC BUILDING 3
18221 NE 72nd WAY
REDMOND, WA 98052
r®® asTec
'®
Network Solutions
22263 68th AVE S
KENT, WA 98032
COREONE
It_L INL' 1I,
506 SECOND AVE, SUITE 1533
SEATTLE, WA 98104
PRC,.IECT ND 191 BLJCSB
DRAWN BY: J.H.
CHECKED BY: LC,
TtE BVIO TIDN CX TAINEO IN T11S 6ET 'IF
00CLeNINT'61S fETARY BY NATL6iE
Am tb—e olscc.�ts Drr� NAMEDMEAME ❑ 9 IS
YWCCN RELATES'TC3 TFE CSJHYf
bTRC: i'LY �W®REC1.
TRUE NORTH ARROW SHOWN ON
THIS DRAWING IS APPROXIMATE
ONLY AND MUST BE VERFIED
LOCATION
61" EiISTI14C PROPERTY
UNE, T-YP.
SITE PLAN
EEE921049034
U)
N
NOTES:
1. INFORMATION OBTAINED FROM DRAWINGS PREPARED BY
GLOTEL DATED 07/16/2018.
2. CONTRACTOR TO SITE VERIFY ALL DIMENSIONS AND
CONDITIONS PRIOR TO CONSTRUCTION. REPORT ANY
DISCREPANCIES TO THE ENGINEER,
S 31 6TH ST
AT&T MOBILITY
RTC BUILDING 3
18221 NE 72nd WAY
REDMOND, WA 98052
.:.M asTec
Network Solutions
22263 681h AVE S
KENT. WA 98032
COREONE
506 SECOND AVE, SUITE 1533
SEATTLE , WA 98104
PROJECT
DRAWN BY, ji-i
CH;CKEE) BY: L.C.
SUBMITTALS
..STRICTLY PF1'iMBITtn
AS6 8E
FED. WAY SEATAC MALL
SUDS
31611 S.316THPL.
FEDERAL WAY, WA 980031
FA *:. 100641
TRUE NORTH ARROW SHOWN ON
THIS DRAWING IS APPROXIMATE
ONLY AND MUST BE VERIFIED
EXISTING
PARKING
EXISTING
LANDSCAPE
-4- mu_
Z
2
m W v4pp"p-
Ta:0 " �5`5_
pp
EXISTING SATELLITE
-7-DISH, TYR,
EXISTING ROOF EXISTING EXISTING EXISTING ROOF
VENT, TYR, CONDUIT, TYR. PARAPET, TYR, DRAIN, TYR,
33
77]
.NOTES:
1, INFORMATION OBTAINED FROM DRAWINGS PREPARED BY
GLOTEL DATED 07/16/2018,
CO
NTRACTOR TO SITE VERIFY ALL DIMENSIONS AND
2.
CONDITONS PRIOR TO CONSTRUCTION, REPORT ANY
DISCREPANCIES TO THE ENGINEER. 'T�1_
AT&T MOBILITY
RTC BUILDING ' 18221 NE 72,1 WAYREDMOND, WA 98052
4
a -7
BUT..
iLI zMe,
EXISTING
EXISTING ANTENNA
BUILDING
V5, I E 5A.41
........ ----- ROOFTOP
EXISTING ROOFTOP
EQUIPMENT, TYR.
PROPOSED AT&T 6' OF BARRIER
(2) NOTICE 11 PLACARD, REFER TO G.
RF-3 FOR DVALLS
gj
r7
AT&T EQUIPMENT ROOM EXISTING EXISTING AT&T PROPOSED AT&T 26' RF BARRIER
SKYLIGHT, TYPI ROOFTOP CABLE TRAY EXSTNG ./. (3) NOTICE 11 PLACARD. REFER-"
EXISTING,
ROOFTOP TO RF-3 FOR DETAILS
W,
j,
ACTIONS FOR SITE COMPLIANCE -
BASED ON FCC REGULATIONS, COMMON INDUSTRY PRACTICE, AND OUR
UNDERSTANDING OF AT&T MOBILITY, LLC RF SAFETY POLICY
REQUIREMENTS THIS SECTION PROVIDES A STATEMENT OF
RECOMMENDATIONS FOR SITE COMPUANCE. RECOMMENDATIONS HAVE
BEEN PROPOSED BASED ON OUR UNDERSTANDING OF EXISTING ACCESS
RESTRICTIONS, SIGNAGE, AND AN ANALYSIS OF PREDICTED RFE LEVELS,
AT&T MOBILITY, LLC WILL BE MADE COMPLIANT IF THE FOLLOWING
CHANGES ARE IMPLEMENTED:
SMIEN LQf_At&LA0ffi=L40AMJW=
AT THE TIME OF OUR AUDIT, AT&T MOBILITY IS REQUIRED TO TAKE
ACTION TO COMPLY WITH FCC RADIO -FREQUENCY RADIATION EXPOSURE
UNITS.
9ALAWWL=r oHAT Fc�KsnN'
NOTICE 11 SIGN REQUIRED AT FRONT OF THE ANTENNA SECTOR.
. (1) NOTICE 11 SIGN
"LltofiWML_U&_B�' Lnr•.a'kT[9N
NOTICE 11 SIGN REQUIRED ON THE BARRIER AND FRONT SIDE OF THE
ANTENNA SECTOR.
(6) POSTS
(5) NOTICE 11 SIGNS
(1) ROUGHLY 40' CHAIN
26' x 14' BARRIER SPACE
NOTICE 11 SIGN REQUIRED ON THE BARRIER AND AT FRONT SIDE OF
�EANTENNA SECTOR,
AN(2) POSTS
• (4) NOTICE 11 SIGNS
(1) ROUGHLY 6° CHAIN
6' BARRIER SPACE
EXISTING
PARKING
L -A
AT&T ANTENNA INSTALLATION. REFER
TO RF-1 AND RF-2 FOR EXISTING
AND PROPOSED ANTENNA LAYOUTS
PROPOSED AT&T NOTICE 11 PLACARD
ON FRONT OF ANTENNA SECTOR, TYR.
OF (3). REFER TO RF-3 FOR DETAILS
Al
PROPOSED AMT 14' RF BARRIER
(2) NOTICE " PLACARD. REFER TO
RF-3 FOR DETAILS
t 1-t
.:..M asTec
Network Solutions
22263 68th AVE S
KENI, WA 95032
2COREONE
506 SECOND AVE, SUITE 1,933
SEATTLE, WA 95104
CHECKS® By-'
SUBMITTALS
TFEINFCFMAT M CONiAP1CD N TMS SET
a-
DDCLMS E FiYFWETARV B NATLRF_
ANYU ORDISC'LTEYZO THAN
hiAT
Vv M RELATES M THE WNAMED IS
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FED. WAY SEATAC MALL
SUOB
31611 6.31 ISTH PL.
FEDERAL WAY, WA 9B003
FA*:100B4179
RECEIVED
TTFLE
DEC 19 2019
PARTIAL ROOF PLAN
CITY OF FEDERAL WAY
COMMUNrTY DEVELOPMENT
c
TRUE NORTH ARROW SHOWN ON
THIS DRAWING IS APPROXIMATE
ONLY AND MUST BE VERIFIED
EXISTING AT&T LTE EQUIPMENT
RACK c/w EXISTING (1) RAYCAP
& (1) 5C bCEM CARD
EXISTING AT&T DIPLEXER
MOUNTED ON WALL, TYP.
EXISTING AT&T
UMTS CABINET
EXISTING
I AT&T LTE
EQUIPMENT
RACK
EXISTING
-.AT&T GSM
EQUIPMENT
ENT
CABINET
EXISTING
AT&T GSM
EQUIPMENT
CABINET
EXISTING
AT&T BBU
RACK c/.
MARATHON
BATTERY
STRINGS
EXISTING
POWER
, El
RACK c/w
(12) MARATHON
_rTTERY
TRIN.S
EXISTING EQUIPMENT LAYOUT
3/4"
22-
0 1 2'
EXISTING ACCESS DOOR
EXISTING AT&T
TELCO BACKBOARD
EXISTING AT&T
AD PANEL
EXISTING AT&T
SURGE PANEL
EXISTING AT&T
HVAC UNIT
EXISTING AT&T
TELCO BACKBOARD
,DOTES:
1. INFORMATION OBTAINED FROM DRAWINGS PREPARED BY
GLOTEL DATED 07/15/2018,
2,CONTRACT0R TO SITE VERIFY ALL. DIMENSIONS AND
CONDITIONS PRIOR TO CONSTRUCTION, REPORT ANY
DISCREPANCIES TO THE ENGINEER,
at&t
AT&T MOBILITY
RTC BUILDING 3
16221 NE 72nd WAY
REDMOND, WA 98052
.:.M asTec
Network Solutions
22263 68th AVE S
KENT, WA 95032
C 0 R E 0 N E
505 SECOND AVE, SUITE 1533
SEATTLE , WA 98104
..........
TFE NrCRNfAT CCNT" Th S = CC
APE SF
A
al
FED. WAY SEATAC MALL
SU08
3161 1 S. 316TH RL
FEDERAL WAY -WA 9EI003
00B4179
NOTES:
1, INFORMATION OBTAINED FROM DRAWINGS PREPARED BY A�
GUOTEL DATED 07/16/2018. at&t
2, CONTRACTOR TO SITE VERIFY ALL DIMENSIONS AND
CONDITIONS PRIOR TO CONSTRUCTION. REPORT ANY
&T MOBILITY
DISCREPANCIES TO THE ENGINEER. RTC BUILDING 3
18221 ME 72nd WAY
SCOPE OF WORK REDMOND. WA 95052
TRUE NORTH ARROW SHOWN ON EXISTING AT&T LTE EQUIPMENT RACK
THIS DRAWING IS APPROXIMATE c/w (1) PROPOSED ASIK CARD & (1) INSTALL (1) ASIK CARD IN C2 OF EXISTING AMIA
ONLY AND MUST BE VERIFIED ABIL CARD IN EXISTING AMIA INSTALL (1) ABIL CARD IN C2 OF EXISTING AMIA
POWERED BY PROPOSED ASIK CARD ®®
Network Solutions
EXISTING AT&T LTE EQUIPMENT INSTALL (1) 25A BREAKER IN EXISTING DO
RACK '1w EXISTING (1) RAYCAP CONVERTER SHELF FOR PROPOSED ASK CARD 22263 68th AVE 5
& (1) 5C bCEM CARD KENT, WA 9P032
INSTALL (1) TELCO FLEX FOR PROPOSED BREAKER
TO ASIK CARD
INSTALL (3) 25A BREAKERS IN EXISTING 850
BREAKER LOCATION (UTILIZE EXISTING TELCO RUNS
TO DO 12 RAYCAP)
INSTALL NEW TELCO FLEX FOR PROPOSED BREAKER COREONE
TO ASIK CARD A
EXISTING ACCESS DOOR
506 SECOND AVE, SUITE 1533
SEATTLE, WA 98104
EXISTING AT&T DIPLEXER
MOUNTED ON WALL, TYP,
EXISTING AT&T
UMTS CABINET
EXISTING AT&T POWER RACK ./w (12)
MARATHON BATTERY STRINGS AND PROPOSED
(1) 25A BREAKER FOR PROPOSED ASIK CARD &
(3) 25A BREAKERS IN EXISTING 850 BREAKER
LOCATION (UTILIZE EXISTING TELCO RUNS)
EXISTING
AT&T GSM
EQUIPMENT
CABINET
EXISTING
AT&T GSM
EQUIPMENT
CABINET
EXISTING
AT&T BBU
RACK cjw
MARATHON
BATTERY
STRINGS
EXISTING AT&T
TELCO BACKBOARD
W,
PkE
EXISTING AT&T
17 AD PANEL
EXISTING AT&T
SURGE PANEL
EXISTING AT&T
HVAC UNIT
EXISTING AT&T
TELCO BACKBOARD
-- I
IN T� SET
=X� H NA'1'1..FE�
ANY L OR OMCL�E =FiER T THAT
VYFRELATES TO TF£CtISYi N.aMEO IS
�RCTLY PROI-18r=.
A6 SEAL
44
SITE
WAY SEATAC MALL
SLID
3161 1 S. 316TH RL.
FEDERAL WA 960031
FA*: 10064179
PROPOSED
EQUIPMENT LAYOUT
1 �p
TRUE NORTH ARROW SHOWN ON
THIS DRAWING IS APPROXIMATE
ONLY AND MUST BE VERIFIED
1 EXISTING AT&T
C-3 EQUIPMENT ROOM
k PROPOSED AT&T
C®g EQUIPMENT ROOM
EXISTING AT&T RRH INSTALLATION,
REFER TO RF-1 FOR EXISTING RRH
CONFIGURATIONS
ILM
EXISTING SOUTH BUILDING ELEVATION
—17
PROPOSED AT&T RRH INSTALLATION.
REFER TO RF-2 FOR PROPOSED RRH
CONFIGURATIONS
NOTES:
1„ ELEVATION IS DIAGRAMMATIC ONLY>
RAD
A7OF 4TCENTER PANEL A,NTENNASNG
^
T.O. OF EXISTING PARAPET
�. W .W,....,..�,,.. — w................
1. i.
33'-6` A.G.L.
CXISbN0 ROOF
30-6KG.L,.
1
?
GRADE
_..�.wW...i.t._....,,,: ,-.-- ..,a.. __ ,w......,.��....n.
0'-0"
TT;6. Ot' EXk5TI4'iG P ET.
..^� A,G.L.;:
S'O. t3F EktSTataC ROOF
GRADE
0`-0"
RECEIVED
DEC 19 1
a t
AT&T MOBILITY
RTC BUILDING 3
18221 NE 72nd WAY
REDMOND, WA 98052
®.
MasTec
Network Solutions
22263 68th AVE 5
KENT, WA 98032
COREONE
506 SECOND AVE, SUITE 1533
SEATTLE, WA 98104
PROJECT NC: 1915LJ05B
DRAWN BY:
CHECKEC BY' LC
TFE"F-1--AINEO IN SE OF
CCg
63 a AAY'. BY NATLFE
ANYLd56 GIXCA: "' TH4N TH4T
U CH RF 7ES TOTHECLIENTN mIs
STR -LY PROHIEVEC"
FED. WAY SEATAC MALL
SUDS
3161 1 S. 31 EITH PL.
FEDERAL WAY, WA 5B003
FA *: 10064
SFEEf TrRE..
EXISTING 6 PROPOSED`
SOUTH BUILDING
ELEVATIONS
.SHEET
--- 71
NOTES:
EXISTING
ANTENNA CONFIGURATION
AND
SCHEDULE
1, INFORMATION OBTAINED FROM DRAWINGS PREPARED BY
SECTOR A
AZIMUTH
RADCENTER
NUMBER OF
VENDOR
MODEL
EC"
ELEC. MECH.
RET
MA
TMA
RRH
RRH
COL'N
COUNT
RRH MODEL NO.
NUMBER OF
FEEDERS
FEEDER
TYPE
FEEDER
DFILEAD:
GLOTEL DATED 07/16/2018,
ANTENNAS
LT
TILT TILT
_LENGTH
2, CONTRACTOR TO SITE VERIFY ALL DIMENSIONS AND
LTE 700
4'
�4
T
1
ARSCALE DUAL RRH 812/14
FIBER
243'-O"±
CONDITIONS PRIOR TO CONSTRUCTION, REPORT ANY
LTE850
4'
I
RRH2.60-850
FIBER
243'-D"±
DISCREPANCIES TO THE ENGINEER,
80,
1
KMW
EPE10-6541-81-16
0'
NO
NONE
1
5 RRH4,30-4R
0
FIBER
243'-O'±
NO
LIFE 1900
2'
22
LTE WCS
z
�2
I
RRH4x25-WCS-41R
FIBER
243'-071
LIFE 700
41
0
FIBER
243'-O"±
TRUE NORTH ARROW SHOWN ON
UMTS 850
SO-
41'-0"
KMW
EP130-6541-81-16
0'
NO
NONE
0
2
-5/8'.
243'_O":J_'
NO
THE DRAWING IS APPROXIMATE
RRH4x45-4R
L�l
FIBER
ONLY AND MUST BE VERIFIED
LIFE AWS
I
I
I
2'
1
B56A
_
B
AZIMUTH
RADCENTER
NUMBER OF
VENDOR
MODEL
ELEC_ MECH.
RET
TMA
RRH MODEL NO,
NUMBER OF
FEEDER
7
FEEDER
DIPLEXED
SECTOR
ANTENNAS
TILT TILT
CRRH
CUNT
FEEDERS
TYPE
LENGTH
LTE 700
r'l'.NT
ARSCALE DUAL RRH B12/14
FIBER
243'-0'±
LTE 85
1
RRH2x60-850
FIBER
243'-C"±
NO
so,
KMW
EP80-6541-81-16
0'
NO
NONE
—
825
FIBER
243'-O"±
LTE 1900
2'
1
LTE WCS
F4'
I
RRH4.25-WCS-4R
FIBER
243'-Of"±
243'-O'±
�2�43'-O'
LTE 700
0
ABER
G.'±
'±
UMTS 850
1 ao.
411-0"
1
KMW
EPBQ-654L8H6
T 0'
NO
NONE
0
2
1-5/8"
_
243'-O"±
1 NO
0 0
LIFE AWS
I
2
I T
866A RRH4.45-4R
—
FIBER
Z4 -0 -±
I
I (D
C
AZIMUTH
RADCENTER
NUMBER OF
VENDOR
MODEL
—
ELEC.MECH.
RET
TMA
RRH I
RRH MODEL NO.
NUMBER OF
FEEDERS
FEEDER
TYPE
FEEDER
� OpLEXED
j
SECTOR
ANTENNAS
z1_T TILT
COUNT
LENGTH
LTE 700
1
ARSCALE DUAL RRH B12/14
FIBER
243'-0"±
'
LIE 850
LRH2x6O-
FIBER
243'-O"±
340'
41'-D"
1
KMW
EPE10-6541-81-16
0'
NO
NONE
___
NO
LTE 1900
825 RRH4x30 - -4R
FIBER
243'-0"±'l
-4
EXISTING AT&T LTE 850
LTE
RRH4.25-WCS-4RI
FIBER
G"±
243'-O"±
ri — / "
n � 0, i "'1 11
Il- RRHs (RRH2x60-550),
TYP. OF (1) PER SECTOR
LTE 700
0
FIBER
243'-O"±
"1",
LO
'k'
UMTS 8- 5506
340'
41'-0"
I
KMW
EPE10-6541-81-16
01
NO
NON E
0
2
1-5/8"
243'-O"t
NO
NO
,
ANTENNA
LTE AWS
I
45 _4R
866A RRH4.45-4R
FIBER
243'-0'±
Ca
v0:�'•;
EXISTING AT&T PANEL
(LTE 70C/AWS & UMTS 850),
TYP. OF (1) PER SECTOR
EXISTING ANTENNA CONFIGURATION AND SCHEDULE
DATA WAS OBTAINED FROM AT&T RIF DATA SHEET
(DATED 08/20/2019) REDS VERSION 2.0
EXISTING ANTENNA CONFIGURATION
2-
0 1' 2'
1
Y OF FEDERAI- WAY
iWTY DEVELOPMENT
R_qLm'1r.r!z1
AT&T MOBILITY
RTC BUILDING 3
15221 NE72nd WAY
REDMOND, WA 98052
.® as'l ec
Network Solutions
22263 63th AVE S
KENT, WA 98032
FOR COREONE
i.4"WR C7 0 N:E U L T I N G !_J`� A
506 SECOND AVE. SUITE 15:53
SEATTLE.WA 98104
ANY USE oFt 7 A� N �s Sar C'�
" SY NAT�
E O� �
NAMED 0
:I
-a- I
#walk*
a*
14
arm
FED. WAY SEATAC MALL
suoe
31 B1 1 S. 31 ETH PL.
:.NOTES:.
PROPOSED ANTENNA CONFIGURATION AND SCHEDULE 1. INFORMATION OBTAINED FROM DRA114INGS PREPARED BY
I NUMBER Of FEEDER FEEDER GLOTEL DATED 07/16/2018,
SECTOR A AZIMUTH RADCENTER NUMBER OF VENDOR MODEL I ELEC. MECH. RET TMA RRH RRH MODEL NO. DiPLEXED atm
ANTENNAS TILT TILT COUNT FEEDERS TYPE LENGTH
LTE 700 1 AIRSOALE DUAL RRH 812/14 FIBER 243'-0"± 2. CONTRACTOR TO SITE VERIFY ALL DIMENSIONS AND
CONDITIONS PRIOR TO CONSTRUCTION, REPORT ANY
LTE/5G 850 4� AIRSCALE RRH 4T4R 85 FIBER 243'-O"± DISCREPANCIES TO THE ENGINEER, AT&T MOBILITY
60' 41'-0' 1 KMW EPBO-554LBH6 01 NO NONE 0 NO RTC BUILDING 3
LIFE 1900 2' 1 825 RRH4x30-44R FIBER _243'-0"± 18221 NE 72nd WAY
LTE WCS 2' 1 RRH4.25-WCS-4R FIBER k243'-O"i- REDMOND, WA 98052
4� AIRSCALE DUAL
LTE 700 1 0 RRH 812/14 FIBER 243'-O"± YES TRUE NORTH ARROW SHOWN ON
I E 0 2 FIB
UWTS/LTE/5G 850 so, W-0- KMW EPBO-6541-aH6 0' NO NON - ED 243'-O':k-- YES THIS DRAWING IS APPROXIMATE
ONLY AND MUST BE VERIFIED
LTE AWS
2°
1
866A RRH4x45-4R
FIBER
243 -0
NUMBER OF
SECTOR 8 AZIMUTH RADCENTER ANTENNAS VENDOR
MODEL
ELEC.
TILT
MECH RET
TILT
RRH
TMA COUNT
RRH MODEL NO,
NUMBER OF
FEEDERS
FEEDER
TYPE
FEEDER DIPLEXED
LENGTH
LENGTH ............
LIFE 700
ARSOALE DUAL RRH 912/14.
FIBER
_0
243'-O"±
LTE/5G 850
4-
AIRSCALE RRH 4T4R 135
FIBER
M
4 -0'±
NO
2;
ISO, 41,-0" 1 KMW
EPBQ-654L8H6
-
0' NO
NONE
1
B25 RRH4.30-4R
FIBER
243'-O"±
LTE 1900
7
LTE WCS
2'
1
RRH4.25-WCS-4R
FIBER
243'-O"±
LTE 700
IARSCALE DUAL R2LBI2/14
FIBER
_D ,±
243'-O"±
UMTS/LTE/SG 559 180' 41'-0" KMW
EPBO-6541-8116
4'
01 NO
NONE 0
2
FIBER
1 243'-0'3 YES
LTE AWS
2-
1
B66A RRH4 x45-4R
FIBER
t243°-10
C AZIMUTH RADCENTER NUMBER OF VENDOR
MODEL
E LED,
MECH. BET
TMA RRH
RRH MODEL No.
NUMBER Of
FEEDERS
FEEDER
FEEDER MPLEXED
SECTOR ANTENNAS
TILT
TILT
COUNT
ME
-LENGTH-
700
4'
AIRSCALE DUAL RRH 912/14
" ABER
243'-O"±
_...;LTE
LTE/5G 1150
4-
1
AIRSCALE RRH 4T4R EIS
FIBER
FIBER
243'-10"± NO
340' 41'-0' 1 KMW
EPBO-654LBH6
0' NO
NONE
1
825 RRH4x30-4R
FIBER
243'-01
LTE 1900
2'
j,TE WCS
2'
1
RRH4.25-WCS-4R
FIBER
LTE 700
2_
AIRSCALE DUAL RRH 912/14
FIBER
243'-0"±
UWm/LTF/5G 850 340' 41'-0" 1 KMW
I F
E18Q-6541-811-16
4'
0' NO
NONE 0
2
FIBER
243'-O"± YES
LTE AWS
MT
1
866A RRH4.45-4R
FIBER
.243°-0"t
PROPOSED ANTENNA CONFIGURATION AND SCHEDULE
DATA WAS OBTAINED FROM AT&T RF DATA SHEET
(DATED 08/20/2019) RFDS VERSION 2.0
EXISTING AT&T LTE 1900
RRH. (825 RRH4.30-4R),--,,
TYP, OF (1) PER SECTOR
SCOPE OF WORK
• REMOVE (1) EXISTING LTE 850 RRH
(RRH2x6O-850), TYR. OF (1) PER SECTOR
• INSTALL (1) PROPOSED LTE/5G 850 RRH
(AIRSCALE RRH 4T4R B5), TYP. OF (1) PER
SECTOR
TYP, PER
0 0
• INSTALL (1) KAELUS DIPLEXERS,
SECTOR
• INSTALL NEW COAX JUMPERS FROM PROPOSED
85 RRH TO EXISTING ANTENNA (LTE 700, 1900,
WCS, 850, & SO 850)
• UTILIZE EXISTING DC6 SURGE SUPRESSOR FOR
PROPOSED RRH'S
• INSTALL NEW POWER/FIBER JUMPERS FROM
EXISTING RAYCAP SQUID, TYP,
EXISTING DC6 SURGE SUPPRESSOR TO B5
OF (1) PER SECTOR
RRH'S
MOUNT ALL PROPOSED EQUIPMENT AS
PER MANUFACTURER'S RECOMMENDATIONS
EXISTING AT&T LIFE WCS RRHs
(RRH4x25-WCS-4R), TYP, OF
(1) PER SECTOR
EXISTING AT&T LTE 700 RRH.
(AIRSCALE DUAL RRH 812/14;
TYP.. OF (1) PER SECTOR
11
I i 0
i
EXISTING AT&T RRH TO BE REMOVED
AND REPLACED WITH PROPOSED AT&T
LTE/5G 700 RRH, TYP, OF (i) PER
SECTOR. REFER TO RF-3 FOR DETAILS
EXISTING AT&T PANEL ANTENNA
(LTE 700/AWS & UNITS 850),
TYP. OF (1) PER SECTOR
. . . . . . . . . . . .
'-q
TE 550
nN"
tiT EXISTING AT&T PANEL ANTENNA
X, N,
(LTE 700/850/1900/WCS). TYP,
OF (1) PER SECTOR
EXISTING AT&T LTE AWE RRHS
z
(856A RRH4x45-4R), TYP. OF
(1) PER SECTOR
PROPOSED AT&T KAELUS DIPLEXEP,
TYP, OF (3), REFER TO RF-3 FOR
DETAILS
m
PROPOSED ANTENNA CONFIGURATION
xl
■® a 5 1 ec
Network Solutions
22263 58th AVE 5
KENT, WA 98032
50B SECOND AVE, SUITE 1533
SEATTLE, WA 98104
PROJECT NQ a I 5LJOSS
DRAWN BY, J.H
CHECKED BY: L-c,
OIDEC 10/19t ISSUED FOR CONSTRUCTION JAE
8 DEC 09/191 REVISED PER R111RP JH
A NOY 07 T91 ISSUED FOR
'IJMOVTS IS PROf-RETAPY SY NA�
OR OIS�O� Cm'ER THANTHAT
�F:S��i=J�NAMEOIS
STRICTLY PROHISrTER.
SITE
FED, WAY BEATAC MALL
BILIOE3
3161 1 S. 31 EITH PL.
FEDERAL WAY, WA 98003
RECEVED
I
FA*:10064179
S' TRLE
DEC 19 2019
PROPOSED ANTENNA
CONFIGURATIONS
CITY OF FEDEML WAY
COINRY 111'ELOPMEW
RF-2
MOUNTING
d }? •,.� y
�hiii L� Tg��y,�;I ❑ SOLAR
i�a
�dd"t � MANUFACTURER: KAELUS
5 t,:6" � P 7 if= i$ MODEL: DDC0935F3V92 7
s=r*Try**n.7 d�r?�d ° + DIPLEXER
I4P
zr CIe11.la� 2�a1p � p si d:�`
ijt'A
I ( ar ((
40.13"
P a ttt
i
MANUFACTURER: NOKIA
MODEL: AIRSCALE RRH 4T4R 85 (OR SIMILAR)
.HEIGHT: 13.3" : U1111PUT-SECURED
WIDTH: t 1,6" F m MOUNTING PIPE
DEPTH: 6.5"
WEIGHT: 36.8 LES '1-1,...MOUNTING PIPE
• i Y
operatesA))
tthis 1.
or repairsabove this ii
This is AT&T sAe
NOTICE 11 PLACARD DETAIL
IPLEXE DETAIL
... '. N. T.S. _.
BE
-0%LAK
BE-m
N.R c f
81-MVEM-4 ALL POSTS f
mom
m7zWFm (ffjROOFVJRFACE
ACOFTIONAL INFORVIATKIN
AT&T MOBILITY
RTC BUILDING 3
18221 NE 72nd WAY
REDMOND, NA 98052
.�.�asTec
Network Solutions
22263 68th AVE S
KENT, WA 98032
COREONE
505 SECOND AVE, SUITE 1533
SEATTLE. W` 98104
tFORM TIQV CLIVfAHVE01iV Tt855ETif
ENTE
FEDERAL WAY, WA 96003
FA *: 1 C X36417
RECEIVED 1-
r171
RF k EQUIPMENT
GENERAL NOTES:
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. SUBMITTAL OF BID INDICATES CONTRACTOR IS COGNIZANT OF ALL JOB SITE
CONDITIONS AND WORK TO BE PERFORMED UNDER THIS CONTRACT
3. PERFORM DETAILED VERIFICATION OF WORK PRIOR TO ORDERING THE
ELECTRICAL EQUIPMENT AND COMMENCING CONSTRUCTION. ISSUE A WRITTEN
NOTICE TO THE CONSULTANT OF ANY DISCREPANCIES.
4. OBTAIN ALL PERMITS, PAY ASSOCIATED FEES AND SCHEDULE INSPECTION,.
5. PROVIDE ALL LABOR, MATERIAL EQQIPMCNT, INSURANCE, AND SERVICES TO
COMPLETE THIS PROJECT IN ACCORDANCE WITH THE CONTRACT DOCUMENTS
AND PRESENT IT AS FULLY OPERATIONAL TO THE SATISFACTION OF THE
OWNER.
6. CARRY OUT WORK IN ACCORDANCE WITH ALL GOVERNING STATE, COUNTY AND
LOCAL CODES AND O.S.H.A,
7. 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,
8, 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.
9. DURING PROGRESS OF THE WORK, MAINTAIN AN ACCURATE RECORD OF THE
INSTALLATION OF THE ELECTRICAL SYSTEMS, LOCATING EACH CIRCUIT
PRECISELY AND DIMENSIONING EQUIPMENT, CONDUIT AND CABLE LOCATIONS,
UPON COMPLETION OF THE INSTALLATION, TRANSFER ALL RECORD DATA TO
BLACK LINE PRINTS OF THE ORIGINAL DRAWINGS AND SUBMIT THESE
DRAWINGS AS RECORD DRAWINGS TO THE CONSULTANT..
10. COMPLETE JOB SHALL BE GUARANTEED FOR A PERIOD OF ONE (1) YEAR
AFTER THE DATE OF JOB ACCEPTANCE BY OWNER.: ANY WORK, MATERIAL,
OR EQUIPMENT FOUND TO BE FAULTY DURING THAT PERIOD SHALL BE
CORRECTED AT ONCE UPON WRITTEN NOTIFICATION, AT THE EXPENSE OF THE
CONTRACTOR.
11. GENERAL CONTRACTOR IS RESPONSIBLE FOR REQUESTING CONNECTION OF
COMMERCIAL POWER FROM THE POWER COMPANY. ELECTRICAL CONTRACTOR
SHALL COORDINATE THIS WORK WITH THE GENERAL CONTRACTOR.
12. COORDINATE EXACT TELEPHONE REQUIREMENTS AND SERVICE ROUTING WITH
LOCAL TELEPHONE COMPANY.. APPLY FOR TELEPHONE SERVICE IMMEDIATELY
UPON AWARD OF CONTRACT.
BASIC MATERIALS AND ME HODS:
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. ALL MATERIALS AND EQUIPMENT SHALL BE NEW. MATERIALS AND EQUIPMENT
SHALL BE THE STANDARD PRODUCTS OF MANUFACTURER'S CURRENT DESIGN.
ANY FIRST—CLASS PRODUCT MADE BY A REPUTABLE MANUFACTURER MAY BE
USED PROVIDING IT CONFORMS TO THE CONTRACT REQUIREMENTS AND MEETS
THE APPROVAL OF THE CONSULTANT AND THE OWNER,
3. 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:.
4,,.. 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.
5. MAINTAIN ALL CLEARANCES AS REQUIRED BY NEC,.
6. 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,
7. SILICONE SEAL AROUND ALL BOLTS AND SCREWS USED TO SECURE
EQUIPMENT TO EXTERIOR OF BUILDING.
8. MAKE NECESSARY CONNECTIONS FOR BATTERY IN EMERGENCY LIGHT FIXTURE:.
CONNECT EXTERIOR LIGHT FIXTURE (PROVIDED BY SHELTER MANUFACTURER)
TO EXTERNAL JUNCTION BOX.
OONDUOTOR 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 OR THWN). INSULATION SHALL BE RATED FOR 90
CONDUCTORS SHALL BE COLOR CODED IN ACCORDANCE WITH NEC,
2. ALL CONDUCTORS USED FOR GROUNDING SHALL BE COPPER AND SHALL
HAVE GREEN INSULATION.
3. FOR COPPER CONDUCTORS #6 AWG AND SMALLER USE 3M SCOTCH—LOK OR
T&B STA—KON COMPRESSION TYPE CONNECTORS WITH INTEGRAL OR
SEPARATE INSULATION CAPS. FOR COPPER CONDUCTORS LARGER THAN #6
AWG USE SOLDERLESS, (DENT HEX SCREW OR BOLT TYPE PRESSURE
CONNECTORS OR DOUBLE COMPRESSION C—CLAMP CONNECTORS, UNLESS
SPECIFIED OTHERWISE ON DRAWINGS.
4.. UNLESS NOTED OTHERWISE ALL LUGS SHALL BE TIN PLATED COPPER,
TWO —HOLE, LONG BARREL, COMPRESSION TYPE.
RACE+ AY x AND 3OXES.
1, ALL CONDUIT SHALL BE UL LABELED.
2„ ALL EMPTY CONDUITS INSTALLED FOR FUTURE USE SHALL HAVE A PULL
CORD,
3. SHEET METAL BOXES SHALL CONFORM TO NEMA OS1; CAST —METAL BOXES
SHALL CONFORM TO NEMA 81 AND SHALL BE SIZED IN ACCORDANCE WITH
NEC UNLESS NOTED OTHERWISE.
GROUNDING:
1., ALL SAFETY GROUNDING OF THE ELECTRICAL EQUIPMENT SHALL BE CARRIED
OUT IN ACCORDANCE WITH THE CURRENT REVISION NEC.
2. GROUND LUGS ARE SPECIFIED UNDER SECTION 3 "CONDUCTORS AND
CONNECTORS".
3,ALL GROUND LUG AND COMPRESSION CONNECTIONS SHALL BE COATED WITH
ANTI —OXIDANT AGENT, SUCH AS NO—OX, NOALOX, PENETROX OR
KOPRSHIELD.
4. GROUND ALL EXPOSED METALLIC OBJECTS ON BUILDING EXTERIOR INCLUDING
BUILDING TIE DOWN BRACKETS..
5. PROVIDE LOCK WASHERS FOR ALL MECHANICAL CONNECTIONS FOR GROUND
CONDUCTORS, USE STAINLESS STEEL HARDWARE THROUGHOUT.
6, DO NOT INSTALL GROUND RING OUTSIDE OF PROPERTY LINE.
7, REMOVE ALL PAINT AND CLEAN ALL DIRT FROM SURFACES REQUIRING
GROUND CONNECTIONS, REPAINT TO MATCH AFTER CONNECTION IS MADE TO
MAINTAIN CORROSION RESISTANCE.
8. 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.
9, REPAIR ALL GALVANIZED SURFACES THAT HAVE BEEN DAMAGED BY
THERMO—WELDING WITH ERICO T-319 GALVANIZING BAR,
10, ALL GROUND CONNECTIONS SHALL BE APPROVED FOR THE METALS BEING
CONNECTED.,
110 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.
12.. CONTRACTOR SHALL NOTIFY AT&T WHEN THE BURIED GROUND RING IS
INSTALLED SO THE REPRESENTATIVE CAN INSPECT THE GROUND RING BEFORE
IT IS BACKFIiLLED WITH SOIL. CONTACT: AT&T PROJECT MGR.
13,FOR METAL FENCE POST GROUNDING, USE A HEAVY DUTY TYPE GROUNDING
CLAMP OR EXOTHERMIC WELD CONNECTION TO POST.
14, WHERE MECHANICAL CONNECTORS (TWO —HOLE OR CLAMP) ARE USED, APPLY
A LIBERAL PROTECTIVE COATING OF AN ANTI —OXIDE COMPOUND SUCH AS "NO
OXIDE A" BY DEARBORN CHEMICAL COMPANY ON ALL CONNECTORS.
15, BOND ALL EXTERIOR CONDUITS, PIPES AND CYLINDRICAL METALLIC OBJECTS
WITH A PENN—UNION GT SERIES CLAMP, BLACKBURN GUV SERIES CLAMP OR
A SURNDY GAR 3900BU SERIES CLAMP ONLY, NO SUBSTITUTES .ACCEPTED.
RECEIVED
CITY OF FEDERAL WAS'
OOMMUNrTY DEVELOPMENT
-AT&T MOBILITY
RTC BUILDING 3
18221 HE 72nd WAY
REDMOND, WA 98052
a® � asTec
Network Solutions
22263 68th AVE S
KENT. WA 98032
COREONE
506 SECOND AVE, SUITE 1533
SEATTLE, WA 95104
TF-E 9VFARMATtGJ CflfVT"AWES WT SET®
OGC.LMEMSIS ETARY SY NATIStE
ANY l�E tJR ®15CLTURE QfFHi TtW V THAT
WF9CH RELATES T9 TFE CLJ NAMMIS
STRIG'TLY PFlOI-®6fTEa
ASE SEAL
ti
FED. WAY SEATAG MALL
SLd®6
3161 1 S. 31 STH PL.
FEDERAL WAY, WA 5B003
FA #: 1 00641
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, ::AT&T MOBILITY
AND OTHER METALLIC COMPONENTS USING GROUND RTC BUILDING 3
WIRES AND CONNECT TO SURFACE MOUNTED BUS BARS. 18221 NE 72�,d WAY
FOLLOW ANTENNA AND SITS MANUFACTURERS PRACTICES REDMOND, WA 98052
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.:. ALL ®®ec
WIRES SHALL HE COPPER THHNITHWN, ALL GROUND as I
WIRE SHALL BE GREEN INSULATED WIRE ABOVE GROUND. Network Solutions
4., CONTRACTOR TO VERIFY AND TEST GROUND TO SOURCE.
GROUNDING AND OTHER OPERATIONAL TESTING WILL BE 22263 681h AVE S
WITNESSED BY NETWORK CARRIER REPRESENTATIVE. KENT, WA 98032
5; REFER TO CURRENT NEL; GENERAL ELECTRICAL
PROVISION AND COMPLY WITH ALL REQUIREMENTS OF
GROUNDING STANDARDS.
6., ELECTRICAL CONTRACTOR TO PROVIDE DETAILED DESIGN
OF GROUNDING SYSTEM, AND RECEIVE APPROVAL OF
DE51GN BY AUTHORIZED AT&T MOBILITY REPRESENTATIVE, ,40
PRIOR TO INSTALLATION OF GROUNDING SYSTEM,... ? V : `
PHOTO DOCUMENT ALL CADWELDS AND GROUND RING
505 SECOND AVE, SUITE 1533
EXISTING LTE: AWS REMOTE RADIO 7. NOTIFY CONSTRUCTION MANAGER IF THERE ARE ANY SEATTLE. WA 98104
HEAD (BE" RRH4x45-4R) (TYP. DIFFICULTIES INSTALLING GROUNDING SYSTEM DUE TO
EXISTING LTE 700 REMOTE RADIO PER SECTOR) SITE SOIL CONDITIONS.
HEAD (AIRSCALE DUAL RRH B12/14) GROUNDING
*+RO BNtlC'i IN ROD N TE µ.: --
(TYP. PER SECTOR) FXISTVNG LTE WCS REMOTE 5.7 i�: Lk W'4 €i 1 B "1-_ -
RA.010 HEAD (RRH4x25-�WCS-4R) 1. ELECTRICAL CONTRACTOR SHALL ORDER GROUND PROJECT NO, 19
(TYP, PER SECTOR) RESISTANCE TESTING ONCE THE GROUND SYSTEM HAS
BEEN INSTALLED; A QUALIFIED INDIVIDUAL, UTILIZING THE -
PROPOSED LTE/50 850 REMOTE FALL OF POTENTIAL METHOD, SHOULD PERFORM THE RAWN BY; J.K
RMO HE(AIRSCALE OVA. RRH � EXISTING LTE 1900 REMOTE TEST, THE REPORT WILL SHOW THE LOCATION OF THE
4T4R 85) (TYP PER SECTOR) qyy�"I q " tFr a __ 1 RADIO HEAD 825 RRH40-4R TEST AND CONTAIN NO LESS THAN 9 TEST POINTS
't "� z3
( d -ELT-T-T« ) ALONG THE TESTING LINE, GRAPHED OUT TO SHOW THE
1i `If� I ! { i ITT , IJ"'� �1 . , v r (TYP. PER SECTOR) PLATEAU. GFiECKED BY- L.G. _ -
k"3 K
AT&T DC2
EXISTING ANTENNA GROUND BUSS BAR NEAR ANTENNAS WITH COAX
i ..GROUND KIT. SEE DETAIL 5/G-3 FOR GROUND BAR CONSTRUCTION,
ISEE DETAIL 4/G-3 FOR GROUND WIRE CONNECTIONS, AND SEE
DETAIL 3/G-3 FOR COAX GROUNDING.
? TYPICAL ANTENNA GROUNDING PLAN
N.TrS,
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.
RECEIVED
CITY OF FEDE,AL WAY
COMMUNrTY DEVELOPMENT
TFE WFQ NAASICN L'LTtfiSB+&:9 WiP�55c!'OF
ca�Er+rs as _ aRr arNnT�
P 14 U PZ flT S , IE QT VT NAM N ThiAT
W (Z LYRRES TO TFE CUBIT NAMED L4
STPiCPLY
■_ _.
1�1 ■
CADWELD GROUNDING CONNECTIONS
N.T.S.
#6 AWG FROM MiTENNA
CABLE GROUND KIT
COPPER GROUND
BAR ON WALL, ICE
BRIDGE, FLOOR OR
ON ANTENNA TOWER
-TWO HOLE LUG, OR
I
EXOTHERMIC WELD TO BE
USED WITH #2 AWG BOW TO---------
GROUND CONDUCTOR SHALL
BUILDING SERVICE GROUND
\-GROUND
BE ELIMINATED WHEN
OR GROUND RING
BAR IS
ELECTRICALLY BONDED TO
METAL TOWER/MONOPOLE
GROUND BARS AT BOTTOM OF TOWERS/MONOPOLES
STRUCTURE
SHALL ONLY USE EXOTHERMIC WELDS.
GROUND WIRE INSTALLATION
N. T. S_
TYPICAL FOR
ALL SECTORS
PROPOSED PANEL ANTENNA
(TYP. EACH SECTOR)
SEE SHEET RF-1 FOR
EXISTING CONFIGURATION
#6 AWG STRANDED GREEN JACKET
BONDING PANEL ANTENNA TO
ANTENNA GROUND BAR
(TYP_ EACH SECTOR)
EXISTING GROUND TO
ANTENNA GROUND BAR AT
EXISTING ANTENNA GROUND BAR NEAR NEXT SECTOR (TYP.)
EXISTING ANTENNAS WITH COAX GROUND
KIT, SEE DETAIL 5/G-2 FOR GROUND WIRE,1--_�'
CONNECTIONS, AND SEE DETAIL 3/G-2 FOR
COAX GROUNDING (TYP EACH SECTOR)
TYPICAL ANTENNA GROUNDING PLAN
N Ts
TO ANTEONAS
TXI/RXI
KIT (TYP.)
COAX JUMPER CROUND KIT (TYP.)
(TYPI)
CONNECTOR
#6 AWG
WEATHERPROOFING FING
KIT (TYP,) SEE NOTE 21
ISOLATE FROM TOWER HALO
W/ #2 TO LOWER TOWER 13US
tr
BAR
ANTENNA CABLE
COPPER ANTENNA GROUND
TO BTS EQUIPMENT (TYP,)
INSULATORS.
BAR, WITH INSULATORS
I BONDED DIRECTLY TO OF
MONOPOLE OR UTILITY POLE
NOTM,
TO GROUND RING
DO NOT INSTALL CABLE GROUND KIT AT A
SEND AND ALWAYS DIRECT GROUND WIRE
DOWN TO ANTENNA GROUND BAR.
WEATHER PROOFING SHALL BE TWO-PART
TAPE KIT. COLD SHRINK SHALL NOT BE USED,
GROUND CABLE
CONNECTION
N T-S
ANTENNA CONTRACTOR (CADWELD TYPE-GL)
NEW 4"x 24"x 1/4" thk COPPER MMNO
W, INSTALLED BY GENERAL CONTRACTOR
- 0 00 0 0 0 0 0 0 0 0 0 0000
. o 00 . 0 0 0 0 0 0 0 0 00.00 o
1 0 0 0 0 0 0 0 0 0 0 0
0 24"
FIELD V11"lly
#2 SCUD BARE TINNED
COPPER WIRE CADWELD------=
(TYPE-GL)
GROUND BAR
N T,5
ANTENNA CABLE..
WEATHERPROOFING KIT
(SEE NOTE 3)
CABLE GROUND KIT
#6 AWG STRANDED COPPER
GROUND WIRE (GROUNDED TO
GROUND BAR). SEE NOTE 1 & 2
CABLE CONNECTOR
ND=
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.
CABLE GROUND KIT CONNECTION
N,T-S
GROUNDING CONDUCTOR
HEAT SHRINK (MAJR) ,
SURNDY GROUND L.-
WIRE SIZE BURNDY LUG BOLT SIZE
(SEE TABLE FORSITE
#6 AWG GREEN INSULATED YA6C-2TC�& 3/8" - 16 NC S 2 BOLT
AND MODEL)
LOCK WASHER (".)
#2 AWG SOLID TINNED YA3C-2TC38 3/8" - 16 NC S 2 BOLT
—
#2 AWC STRANDED YA2C-2TC38 3/8" - 16 NC S 2 BOLT
NUT (Typ')
#2/0 AWG STRANDED YA26-2TC38 3/8" - 16 NC S 2 BOLT
LLLO AWG STRANDED IYA28-2N 1/2- - IL L �2BOLT
_
GROUND 04;7�
NOTES:
1- ALL HARDWARE BOLTS, NUTS, LOCK WASHERS
SHALL BE STAINLESS STEEL ALL HARDWARE
ARE TO BE AS FOLLOWS: BOLT, FLAT WASHER,
GROUND BAR, GROUND LUG, FLAT WASHER AND NUT.
2. COPPER SHIELD, ANTIOX, CR NO-OX OR EQUIVALENT
SHALL BE PLACE WHERE ALL DISSIMILAR METALS CONNECT,
3. ALL LUGS ARE TO BE INSTALLED PER MANUFACTURER'S
SPECIFICATIONS.
XT (TYPj
M �7 C 0 R E 0 N E
E' C
506 SECOND AVE, SUITE 15.33
SEATTLE, WA 93104
CIAAWN BY:
CHECK❑BY
SUBMFT7ALS
SURNOY TWO HOLE LUG WITH
LONG BARREL FOR #6 AWG
RAI t9TRAMOUD OR, EQUIVALENT
BARE WIRE TO BE OIDEG 10/19 issm roR ommRuc0Wqf lw
0
NO-OX AT BOTH ENDS Jat
111211161 2`1151:11 i I Mo 3_1 off, i
#6 AWG STRANDED
" N
GREEN ftSULATED
WFgCH REi.TES TO'HE Ct!@VT NAME® IS
57PJI--Ly �IRFTS
MECHANICAL LUG CONNECTION
FED. WAY SEATAC MALL
suos
3161 1 S. 31 BTH RL.
FEDERAL WAY, WA 5E3003
RECEIVED
*:
FA I COB 4179
DEC 19 2019
GROUNDING DETAILS
CITY OF FEDERAL WAY
COMMUNITY DEVELOPMENT
L
TRUE NORTH ARROW SHOWN ON
THIS DRAWING IS APPROXIMATE
ONLY AND MUST BE VERIFIED
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AT&T MOBILITY
RTC BUILDING 3
18221 NE 72nd WAY
REDMOND, WA 98052
•®asTec
Network Solutions
22263 68th AVE S
KENT, WA 98032
RE ONE
`l ..
506 SECOND AVE, SUITE 1533
SEATTLE, WA 98104
PRl7.JECT NGF.... 191 suose
DRAWN BY: ,J}{
CHECKED BY: LC.
NOTES:
1 INFORMATION OBTAINED FROM DRAWINGS PREPARED BY
GLOTEL DATED 07f16/2018.
2, CONTRACTOR TO SITE VERIFY ALL DIMENSIONS AND
CONDITIONS PRIOR TO CONSTRUCTION. REPORT ANY
DISCREPANCIES TO THE ENGINEER.
S 316TH ST
E2: 0929049027