19-102520CITY OF
Federal Way
RECEIVED
MXf 2 3 2019
CITY OF FEDERAL VVd,Ay
G0MMUNITY DEVELOPMENT
Z A". 00
Eligible Facilities Request
DEPARTMENT OF COMMUNITY DEVELOPMENT
33325 8th Avenue South
Federal Way, WA 98003-6325
253-835-2607; Fax 253-835-2609
www.citvoffed era IwaY.com
FILE NUMBER J �__L y -AD Date
Applicant
NAME John Eder, J4 Site Solutions Inc,
253-278-2902
as Authorized Representative of Verizon Wireless
10427 205th Dr. SE
john@j4sitesolutions.com
Snohomish
ire,
zip 98290
FAX
Site Address: Antennas are on a PSE power pole in the SW 320th Right -of -Way, on corner of SW 320th Stand 21st Ave SW.
Parcel #:
of 2
Project Name: SEA SW 320TH - PCS CA - Verizon
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 Code (FWRC) 4.24.020. Please note, incomplete applications
will not be accepted.
Submitted
®
Completed Eligible Facilities Checklist (following)
®
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
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: 60'-0" (ft/ in) Proposed height of the structure: 64'-0" (ft/ in)
Distance of proposed array from nearest array: N/A (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.
W 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? V-6" (ft/ in)
What is the proposed distance the appurtenance will protrude from the structure? 2'-2.5" (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? None
Bulletin 081— September 24, 2018 Page 2 of 3 k:\Handouts\Eligible Facilities Request
Criteria 4
O 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 Ili 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:
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.
Original approval was UP99-0022, and the facility,+ was modified (pole was replaced) under 09-101286-00-upP Qri
approval says pole cannot be extended more than 15' above height of original 53' pole. 2009 permit extended heigh
- a
Will the proposal violate any of the above conditions? ❑ Yes ,® No
If yes, explain: _
Is this an Eligible Facility Request?
To Be Completed By Staff
XYes ❑ No
Does the proposal constitute a substantial change? ❑ Yes
In accordance with FWRC 4.24.020, this application is hereby:
Approved ❑ Denied
I r
Director, Community Development Department
Date
inal
to
,tied.
Bulletin 081 — September 24, 2018 Page 3 of 3 k:\Handouts\Eligible Facilities Request
SEA - SW 320TH
�. (MOD.SITE )
2105 SW 320TH STREET
verizon FEDERAL WAY, WA 98023
LAT: 470 18' 55.07" N
LONG: 1220 21' 41.41 " W
GROUND ELEV: 331.1' AMSL
VICINITY MAP
LOCATION MAP
PROJECT INFORMATION
DRAWING INDEX
R•edw
APPLICANT+ PROPERTY OWNER-
+T
NO.
DESCRIPTION
r
"tr~�
VERIZON WIRELESS MURRAY BARBARA K
SW 317th PI
3245 158TH AVE SE. FLOOR 3 2105 SW 320TH STREET
T-1
TITLE SHEET
BELLEVUE, WA 98008 FEDERAL WAY, WA 98023
PROJECT ARCHITECT, PROJECT CONSULTANT.
SP-1
GENERAL NOTES
sN 2M St t N N
SW 31Bth PI
NEW WAVE ARCHITECTURE INC. J4 SITE SOLUTIONS, INC.
SP-2
GENERAL NOTES
ED
1133 164TH ST. SW, SUITE 202 PHONE: 235-278-2902
trm a 9
LYNNWOOD, WA 98087
CONTACT: JAY SEO
A-1
OVERALL SITE PLAN
A 2
ENLARGED SITE PLAN
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OFFICE: 425-778-3800 APPLICANT AGENT,
A-2.1
ANTENNA PLAN, SCHEDULE, AND NOTES
av 30%h 3 s
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J4 SITE SOLUTIONS, INC.
A-3
ELEVATIONS
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CONTACT: JOHNEDER
SW 30PIh St 5 X4. S: �A S 30M A m
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PHONE: 235-278-2902
A-4
DETAILS
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EMAIL: john@j4sdesolutions.com
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RF PLUMBING CONFIGURATION
SW 33Jth St_
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BUILDING CODE. 20151BC,STANDARDS AND AMENDMENTS
I car, -Prg%A 44 L
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A NORTH
OCCUPANCY- U
CONSTRUCTION TYPE. 11
122103-9030
APPROVAL /SIGN OFF
DIRECTIONS TO SITE
LEGAL DESCRIPTION
PARCEL NUMBER-
TITLE
DATE
SIGNATURE
FROM VERIZON OFFICE 1S246 16BTH AVE BE, BELI"M WA 9S00B)•
ELY 417.42 FT OF WLY 1294.24 FT OF 0& 14 OF SE 114 LESS
SLY20&7
�,�4F. �
• GET ON I-90 W
• USE THE RIGHT2 LANES TO TAKE EXIT 10 FOR INTERSTATE 405 S
CO RD �" + it — D
CONSTRUCTION MANAGER
TOWARD RENTON
• MERGE ONTO 1405 S
TAKE INTERSTATE 5 S EXIT TOWARD PORTLAND
PROJECT DESCRIPTION-
MAY 2 3 2019
9
RF ENGINEER
THE SCOPE OF WORK INCLUDES:
REMOVE (6) ANTENNAS
• MERGE ONTO 1-5 S
• USE THE RIGHT LANE TO TAKE EXIT 143 FOR S 320TH ST TOWARD
WAY
CITY OF FEDERAL
REAL ESTATE
FEDERAL
REMOVE (6) RRUS12
WAY
• USE THE RIGHT 3 LANES TO TURN RIGHT ONTO S 320TH ST
. REMOVE (6) DIPLEXER
REMOVE (6) ANTENNA PIPE MOUNT & (1) RRU PIPE MOUNT
COMMUNITY ]DEVELOPMENT
SITE AQUISITION
• REMOVE (6) DIPLEXER @ GRADE
ADD(6)ANTENNAS
PROPERTY OWNER
ADD (6) RRUS32
. ADD (6) DIPLEXER @ GRADE
ADD (4) ANTENNA PIPE MOUNT
CONFIDENTIAL AND PROPRIETARY
TOWER OWNER
Not for disclosure outside Verizon Wireless
,C
O
N
.i
J4 SFTE SOLIF
Ph.renjoow Setrkes
1133 164TH STREET SW
SUITE 202
LYNNWOOD, WA WaO
OFFICE (425) 778-38M
JAYO-NEWWAVEARCH COM
DATE- 5-20-19
PREPARED BY- YML
APPROVED BY- JYS
SUBMITTALS
NO
DATE
DESCRIPTION
520-19
FlNALPERMIT
9-7-17
'FlNAL PERMIT
5 -23-17
REVISED PERMIT
5417
PRELIMINAR'f PERMIT
7887 REGISTERED
R OTECT
AY Y. 0
STA OF WASHNGTON
SEA -SW 320TH
1 MOD. SITE 1
2105 SW 320TH STREET
FEDERAL WAY, WA 98023
SHEET TITLE
TITLE SHEET
SHEET NUMBER
T1.0
CONTRACTOR NOTES:
THE ARCHITECTS/ENGINEERS HAVE MADE EVERY EFFORT TO SET FORTH IN THE CONSTRUCTION AND
CONTRACT DOCUMENTS THE COMPLETE SCOPE OF WORK. CONTRACTORS BIDDING THE JOB ARE
NEVERTHELESS CAUTIONED THAT MINOR OMISSIONS OR ERRORS IN THE DRAWINGS AND OR
SPECIFICATIONS SHALL NOT EXCUSE SAID CONTRACTOR FROM COMPLETING THE PROJECT AND
IMPROVEMENTS IN ACCORDANCE WITH THE INTENT OF THESE DOCUMENTS. THE BIDDER SHALL BEAR THE
RESPONSIBILITY OF NOTIFYING (IN WRITING) THE ARCHITECTIENGINEER OF ANY CONFLICTS, ERRORS, OR
OMISSIONS PRIOR TO THE SUBMISSION OF CONTRACTOR'S PROPOSAL. IN THE EVENT OF DISCREPANCIES
THE CONTRACTOR SHALL PRICE THE MORE COSTLY OR EXTENSIVE WORK, UNLESS DIRECTED
OTHERWISE.
GENERAL NOTES:
DRAWINGS ARE NOT TO BE SCALED, WRITTEN DIMENSIONS TAKE PRECEDENCE, AND THIS SET OF PLANS
IS INTENDED TO BE USED FOR DIAGRAMMATIC PURPOSES ONLY, UNLESS NOTED OTHERWISE. THE
GENERAL CONTRACTOR'S SCOPE OF WORK SHALL INCLUDE FURNISHING ALL MATERIALS, EQUIPMENT,
LABOR, AND ANYTHING ELSE DEEMED NECESSARY TO COMPLETE INSTALLATIONS AS DESCRIBED
HEREIN.
PRIOR TO THE SUBMISSION OF BIDS, THE CONTRACTORS INVOLVED SHALL VISIT THE JOB SITE AND
FAMILIARIZE THEMSELVES WITH ALL CONDITIONS AFFECTING THE NEW PROJECT, WITH THE
CONSTRUCTION AND CONTRACT DOCUMENTS, FIELD CONDITIONS AND CONFIRM THAT THE PROJECT MAY
BE ACCOMPLISHED AS SHOWN PRIOR TO PROCEEDING WITH CONSTRUCTION. ANY ERRORS, OMISSIONS,
OR DISCREPANCIES ARE TO BE BROUGHT TO THE ATTENTION OF THE ARCHITECT/ENGINEER IN WRITING.
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.
THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE PROJECT DESCRIBED HEREIN. THE CONTRACTOR
SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES
AND PROCEDURES AND FOR COORDINATING ALL PORTIONS OF THE WORK UNDER THE CONTRACT.
THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS ACCORDING TO MANUFACTURER'SI
VENDOR'S SPECIFICATIONS UNLESS NOTED OTHERWISE OR WHERE LOCAL CODES OR ORDINANCES TAKE
PRECEDENCE.
ALL WORK PERFORMED ON PROJECT AND MATERIALS INSTALLED SHALL BE IN STRICT ACCORDANCE WITH
ALL APPLICABLE CODES, REGULATIONS, AND ORDINANCES. CONTRACTOR SHALL GIVE ALL NOTICES AND
COMPLY WITH ALL LAWS, ORDINANCES, RULES, REGULATIONS AND LAWFUL ORDERS OF ANY PUBLIC
AUTHORITY, MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS, AND LOCAL AND STATE JURISDICTIONAL
CODES BEARING ON THE PERFORMANCE OF THE WORK.
THE STRUCTURAL COMPONENTS OF THIS PROJECT SITEIFACILITY ARE NOT TO BE ALTERED BY THIS
CONSTRUCTION PROJECT UNLESS NOTED OTHERWISE.
ANTENNA SUPPORTING POLE IS UNDER A SEPARATE CONTRACT. THE CONTRACTOR SHALL ASSIST
ANTENNA INSTALLATION SUB -CONTRACTOR IN TERMS OF COORDINATION AND SITE ACCESS. ERECTION
SUB -CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTION OF PERSONNEL AND PROPERTY FROM
HAZARDOUS EXPOSURE TO OVERHEAD DANGERS.
GENERAL CONTRACTOR SHALL PROVIDE AT THE PROJECT SITE A FULL SET OF CONSTRUCTION
DOCUMENTS UPDATED WITH THE LATEST REVISIONS AND ADDENDA OR CLARIFICATIONS FOR THE USE BY
ALL PERSONNEL INVOLVED WITH THE PROJECT.
DETAILS INCLUDED HEREIN ARE INTENDED TO SHOW END RESULT OF DESIGN. MINOR MODIFICATIONS
MAY BE REQUIRED TO SUIT JOB CONDITIONS OR SITUATIONS, AND SUCH MODIFICATIONS SHALL BE
INCLUDED AS PART OF THE SCOPE OF WORK
THE 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.
CONTRACTOR SHALL ENSURE THE GENERAL WORK AREA IS KEPT CLEAN AND HAZARD FREE DURING
CONSTRUCTION AND DISPOSE OF ALL DIRT, DEBRIS, RUBBISH AND REMOVE EQUIPMENT NOT SPECIFIED
AS REMAINING ON THE PROPERTY, PREMISES SHALL BE LEFT IN CLEAN CONDITION AND FREE FROM
PAINT SPOTS, DUST, OR SMUDGES OF ANY NATURE.
THE CONTRACTOR SHALL COMPLY WITH ALL LOCAL AND NATIONAL CODES, REGULATIONS AND SAFETY
REGULATIONS, ALL OSHA REGULATIONS, ALL PUBLIC AND MUNICIPAL AUTHORITIES, AND ANY UTILITY
COMPANIES' REGULATIONS AND DIRECTIVES.
THE DRAWINGS AND SPECIFICATIONS ARE A GENERAL DIRECTIVE FOR THE SCOPE OF WORK EXACT
DIMENSIONS AND LOCATIONS MAY CHANGE IN THE FIELD. THE CONTRACTOR IS TO VERIFY THE
DIMENSIONS AND LOCATIONS AND REPORT ANY AND ALL DISCREPANCIES TO REPRESENTATIVE. ANY
MINOR ERRORS AND OMISSIONS IN THE DRAWINGS AND SPECIFICATIONS DOES NOT EXCUSE THE
CONTRACTOR FROM COMPLETING THE PROJECT AND IMPROVEMENTS IN ACCORDANCE WITH THE INTENT
OF THESE DOCUMENTS.
CONTRACTOR IS RESPONSIBLE FOR FIELD MEASUREMENTS TO CONFIRM LENGTHS OF CABLE TRAYS AND
ELECTRICAL LINES AND ANTENNA MOUNTING.
VERIFICATION THAT EXISTING TOWER/POLEISTRUCTURE CAN SUPPORT THE PROPOSED ANTENNA, COAX
B ADDITIONAL EQUIPMENT LOADING IS TO BE DONE BY OTHERS.
GENERAL NOTES
METAL NOTES:
PART 1-GENERAL
1. SECTION INCLUDES!
STRUCTURAL STEEL FRAMING MEMBERS, BASE PLATES, PLATES, BARS AND
GROUTING UNDER BASE PLATES.
2. SUBMITTALS:
SHOP DRAWINGS: INDICATE SIZES, SPACING, AND LOCATIONS OF STRUCTURAL
MEMBERS, OPENINGS, CONNECTIONS, CAMBERS, LOADS, AND WELDED SECTIONS.
3. QUALITY ASSURANCE
A. FABRICATE STRUCTURAL STEEL MEMBERS IN ACCORDANCE WITH AISC
SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF
STRUCTURAL STEEL FOR BUILDINGS.
S. PERFORM DESIGN UNDER DIRECT SUPERVISION OF A PROFESSIONAL
STRUCTURAL ENGINEER LICENSED IN THE STATE.
PART2-PRODUCTS
1. MATERIALS:
A.
STRUCTURAL STEEL MEMBERS:
B.
STRUCTURAL TUBING:
C.
PIPE:
D.
BOLTS, NUTS, AND WASHERS:
E.
ANCHOR BOLTS:
F. WELDING MATERIALS:
G. GROUT:
H. SHOP AND TOUCH-UP PRIMER:
1. TOUCH-UP PRIMER
FOR GALV. SURFACES:
ASTM A572, GRADE 50
ASTM A500, GRADE B
ASTM A53, TYPE E OR S, GRADE B
ASTM A325
ASTM A307
AW5 D1.1, TYPE REQUIRED FOR
MATERIALS BEING WELDED
NONSHR[NK TYPE, PREMIXED COMPOUND
CONSISTING OF NONMETALLIC AGGREGATE,
CEMENT, WATER REDUCING AND PLASTICIZING
ADDITIVES, CAPABLE OF DEVELOPING
A MINIMUM COMPRESSIVE STRENGTH
OF 7000 psi AT 28 DAYS.
SSPC 15, TYPE 1, RED OXIDE
ZINC RICH TYPE
2, FABRICATION:
CONTINUOUSLY SEAL JOINTED MEMBERS BY CONTINUOUS WELDS. GRIND EXPOSED
WELDS SMOOTH.
3, FINISH:
A. PREPARE STRUCTURAL COMPONENT SURFACES IN ACCORDANCE WITH SSPC
SP-1 TO SP-10 PROCEDURES.
B. STRUCTURAL STEEL MEMBERS SHALL BE HOT DIPPED GALVANIZED.
PART 3-EXECUTION
1. EXAMINATION AND PREPARATION:
VERIFY THAT THE FIELD CONDITIONS ARE ACCEPTABLE.
2. ERECTION:
A. ALLOW FOR ERECTION LOADS. PROVIDE TEMPORARY BRACING TO MAINTAIN
FRAMING IN ALIGNMENT UNTIL COMPLETION OF ERECTION AND INSTALLATION
OF PERMANENT BRIDGING AND BRACING.
B. FIELD WELD COMPONENTS INDICATED ON SHOP DRAWINGS.
C. DO NOT FIELD CUT OR ALTER STRUCTURAL MEMBERS WITHOUT APPROVAL
OF THE ARCHITECT/ENGINEER.
D. AFTER ERECTION, TOUCH-UP WELDS, ABRASIONS, AND SURFACES NOT SHOP
PRIMED OR GALV, WITH TOUCH-UP PRIMERS AS SPECIFIED UNDER SECT.
05000,-METALS, PART 2-PRODUCTS, H & I. SURFACES TO BE IN CONTACT
WITH CONCRETE NOT INCLUDED.
3. FIELD QUALITY CONTROL:
FIELD INSPECTION OF MEMBERS, CONNECTIONS, WELDS AND TORQUING.
J9 SITE SOLUTIONS
���***'::a PnMmlenvlfeM�e,
IIn i$M STREET SW
SUITE 202
LYNNWOOD, WA 9W87
OFFICE (425) T78.3800
JAYGNEW A AVEARCHCOM
DATE- 5-20-19
PREPARED BY, YML
APPROVED BY, JYS
SUBMITTALS
HO
DATE
DESCRIPTION
5-20-19
19NAL PERMIT
9-7-11
IFINAL PERMIT
8-2"7
(REVISED PERMIT
B-4-17
1PREUIAPARY PERMIT
7887 REGISTERED
HlTECT
AY Y. O
STA OF WASIi3NOTON
SITE
SEA -SW 320TH
I MOD. SrM I
2105 SW 320TH STREET
FEDERAL WAY, WA 99023
SHEET TITLE
GENERAL NOTES
SHEET NUMBER
SP-1
TELECOMMUNICATIONS WIRING COMPONENTS
(COAXIAL ANTENNA CABLE)
1 GENERAL
A. ALL MATERIALS, PRODUCTS OR PROCEDURES INCORPORATED INTO
WORK SHALL BE NEW AND OF STANDARD COMMERCIAL QUAUTY.
B. CERTAIN MATERIALS AND PRODUCTS WILL BE SUPPLIED BY THE OWNER (REFER
TO GENERAL CONDITIONS FOR THE LIST OF OWNER FURNISHED EQUIPMENT,
MATERIALS AND SUPPLIES FOR THESE ITEMS). THE CONTRACTOR IS RESPONSIBLE
FOR PICKUP AND DELIVERY OF ALL SUCH MATERIALS
C. ALL OTHER MATERIALS AND PRODUCTS SPECIFIED IN THE CONTRACT
DOCUMENTS SHALL BE SUPPLIED BY THE CONTRACTOR.
2. MATERIALS:
A. COAXIALCABLE:
1. INSTALL COAXIAL CABLE AND TERMINATIONS BETWEEN ANTENNAS
AND EQUIPMENT PER MANUFACTURER'S RECOMMENDATIONS
WITH COAXIAL CABLES SUPPORTED AT NO MORE THAN T-0" O.C.
WEATHERPROOF ALL CONNECTORS BETWEEN THE ANTENNA AND
EQUIPMENT PER MANUFACTURERS' REQUIREMENTS. TERMINATE
ALL COAXIAL CABLE THREE (3) FEET IN EXCESS OF EQUIPMENT
LOCATION UNLESS OTHERWISE STATED.
2. ALL COAX RUN LENGTHS GREATER THAN 143 FEET SHALL BE 1-5/8"
AND IN LENGTH LESS THAN OR EQUAL TO 143 FEET SHALL BE 719.
3 ANTENNA AND COAXIAL CABLE GROUNDING
A. ALL COAXIAL CABLE GROUNDING KITS ARE TO BE INSTALLED ON
STRAIGHT RUNS OF COAXIAL CABLE (NOT WITHIN BENDS)
4. COAXIAL CABLE IDENTIFICATION
A. TO PROVIDE EASY IDENTIFICATION AND UNIFORM MARKING OF
ANTENNA CABLING, PLASTIC TAGS SHALL BE USED AT THE
FOLLOWING LOCATIONS:
1. FIRST LOCATION IS AT THE END OF THE COAX NEAREST
THE ANTENNA (WHERE THE COAXIAL CABLE AND JUMPER
ARE CONNECTED).
2. SECOND LOCATION IS INSIDE THE EQUIPMENT SHELTER
NEAR THE WAVEGUIDE ENTRY PORT.
B. USE ANDREW CABLE TIES (PTAI27290) TO SECURE IDENTIFICATION TAGS.
5. TESTING
VERIZON WIRELESS SHALL PROVIDE AN INDEPENDENT TESTING AGENCY TO PERFORM THE
COAXIAL SWEEP TEST & REPORT. THE CONTRACTOR IS TO PROVIDE CUMBER I QUALIFIED
PERSONNEL TO ASSIST IN ANY REPAIRS AND WEATHERPROOFING ONCE THE TEST IS
COMPLETE. THE CONTRACTOR IS TO PROVIDE VERIZON WIRELESS A MINIMIM OF 48 HOURS
NOTICE PRIOR TO THE TIME OF THE SWEEP TEST.
GENERAL NOTES
ELECTRICAL NOTES
INSTALLATION OF SECONDARY POWER AND CONNECTION TO METER SHALL BE COMPLETED IN COMPLIANCE
WITH NATIONAL ELECTRIC CODE, NFPA 70, AND THE STATE LAWS, RULES AND REGULATIONS FOR INSTALLING
ELECTRIC WIRES & EQUIPMENT, ALL LATEST ISSUE, AND WITH SPECIFICATIONS PER A.S.T.M. B 231, B 400, I.C.E.A.
S651401, I.C.E A. P81-570, & LOCAL PUD.
PROVIDE A METER BASE PER LOCAL UTILITY STANDARDS. MOUNT ON SIDE OF OWNER FURNISHED BACK
BOARD.
UNDERGROUND CONDUIT SHALL BE RIGID POLYVINYL CHLORIDE CONDUIT: SCHEDULE 40, TYPE 1, CONFORMING
TO UL ARTICLE 651: WESTERN PLASTICS OR CARLON MANUFACTURER. COUPLINGS SHALL BE SLIP-ON, SOLVENT
SEALED T PIPE: SOLVENT, WESTERN TYPE COMPATIBLE WITH PVC DUCT. ALL BENDS SHALL BE "WIDE SWEEP"
TYPE WITH A 24" MINIMUM RADIUS. ALL CONDUIT UNDER ROADS SHALL BE RGS, (OR PVC ENCASED IN 8'SHB" RED
CONCRETE DUCTBANK).
CONDUIT USED INDOORS SHALL BE E.M.T., AND RIGID GALVANIZED STEEL FOR OUTDOORS. COUPLINGS SHALL BE
RIGID STEEL AND COMPRESSION TYPE FOR EM.T. SET SCREW FITTINGS ARE NOT PERMITTED. FOR ALL
STUBS -UPS, USE RIGID GALVANIZED STEEL CONDUIT.
WIRE AND CABLE SHALL BE OF THE TYPE AND SIZE AS REQUIRED BY NEC. THERE WILL BE NO SPLICES ALLOWED.
PROVIDE HDPE PULLING HAND HOLES AS NEEDED.
CONTRACTOR SHALL PROVIDE TEST OF THE GROUNDING SYSTEM BY CERTIFIED TESTING AGENT. PROVIDE
INDEPENDENT TEST RESULTS TO THE PROJECT MANAGER FOR REVIEW. GROUNDING SYSTEM RESISTANCE TO
GROUND SHALL NOT EXCEED S OHMS. ALL ABOVE GRADE INTERIOR GROUNDING CONNECTORS SHALL BE
DOUBLE -LUG COMPRESSION TYPE. ALL BELOW GRADE AND EXPOSED EXTERIOR GROUNDING CONNECTIONS TO
PERMANENT EQUIPMENT AND FIXED BUILDING ELEMENTS SHALL BE CADWELD TYPE. CARE SHALL BE TAKEN TO
REVIEW CONNECTION LOCATIONS AND MATERIAL TYPES TO AVOID POSSIBLE GALVANIC CORROSION. ALL
EXPOSED GROUNDING CONNECTIONS TO BE COATED WITH ANTI -CORROSIVE AGENT SUCH AS "NO-OXY",
"NOAOLX" OR "PENETROX". VERIFY PRODUCT WITH PROJECT MANAGER. ALL BOLTS, WASHERS AND NUTS USED
ON GROUNDING CONNECTIONS SHALL BE STAINLESS STEEL
ALL EXTERIOR GROUND BARS SHALL BE COATED WITH ANTI -CORROSIVE AGENT SUCH AS LPS3 OR AS PER NOTE
6 ABOVE
ALL JUNCTION AND OUTLET BOXES TO BE LABELED WITH KROY TAPE, OR EQUAL, DESIGNATING ALL CIRCUIT
NUMBERS CONTAINED IN EACH BOX.
CONTRACTOR TO ENSURE ILC PROVIDED WITH (2) INTERNAL TVSS.
CONTRACTOR SHALL COORDINATE WITH SITE SURVEY TO LOCATE EXISTING UNDERGROUND UTILITIES.
WHEREVER POTENTIAL CONFLICTS/ INTERFERENCES EXIST, HAND EXCAVATE TO AVOID DAMAGE. CONTACT ALL
UTILITIES TO LOCATE UNDERGROUND PIPING IN PUBLIC ROW.
VERIFY THAT A.I.C. OF THE UTILITY DOES NOT EXCEED THE A.I.C. RATING OF THE PROVIDED EQUIPMENT
SHELTER PACKAGE. IF OVER 10KAIC, PROVIDE FUSIBLE SERVICE ENTRANCE SWITCH AND CONFIRM LOWERING
OF AIC TO ACCEPTABLE LEVELS.
UTILITY POINTS OF SERVICE AND WORK I MATERIALS SHOWN ARE BASED UPON PRELIMINARY INFORMATION
PROVIDED BY THE UTILITY COMPANIES AND ARE FOR BID PURPOSES ONLY.
CONTRACTOR SHALL COORDINATE WITH UTILITY COMPANY FOR FINAL AND EXACT WORK I MATERIALS
REQUIREMENTS AND CONSTRUCTTO 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
GROUNDING NOTES:
1. ALL ELECTRICAL WORK SHALLBE PERFORMED IN ACCORDANCE WITH THE DESIGN AND CONSTRUCTION
SPECIFICATIONS AND ALL APPLICABLE LOCAL CODES.
2. CONDUIT ROUTINGS ARE SCHEMATIC. CONTRACTOR SHALL INSTALL CONDUITS SO THAT ACCESS TO
EQUIPMENT IS NOT BLOCKED.
3. THE CONTRACTOR IS RESPONSIBLE FOR PROPERLY SEQUENCING GROUNDING AND UNDERGROUND
CONDUIT INSTALLATION AS TO PREVENTANY LOSS OF CONTINUITY IN THE GROUNDING SYSTEM OR
DAMAGE TO THE CONDUIT.
4. ALL GROUND CONNECTIONS BELOW GRADE SHALL BE EXOTHERMIC (CADWELD).
5. ALL GROUND CONNECTIONS ABOVE GRADE (INTERIOR & EXTERIOR) SHALL BE FORMED USING TWO (2)
HIGH PRESS CRIMPS.
6. ALL EXOTHERMIC CONNECTIONS TO THE GROUND RODS SHALL START AT THE TOP S HAVE A VERTICAL
SEPARATION OF 6" FOR EVERY ADDITIONAL CONNECTION.
7. ALL EXTERIOR GROUND CONNECTIONS SHALL BE COATED WITH A CORROSION RESISTANT MATERIAL
S. ALL EXTERIOR GROUND CONDUCTORS SHALL BE#2 AWG TIN PLATED COPPER UNLESS OTHERWISE
INDICATED.
9. GROUND RODS SHALL BE STAINLESS STEEL OR COPPER CLAD STEEL, 518"- 10•FT. LONG (OR NOTED
OTHERWISE ON PLANS), AND SHALL BE DRIVEN VERTICALLY WITH THEIR TOPS 1S- BELOW FINAL GRADE
OR 6" BELOW FROST UNE FOR MAXIMUM DEPTH.
10. CONNECTIONS TO THE GROUND BUS SHALL NOT BE DOUBLED UP OR STACKED. BACK TO BACK
CONNECTIONS ON OPPOSITE SIDES OF THE GROUND BUS ARE PERMITTED.
11. USE OF 90" BENDS IN THE PROTECTION GROUNDING CONDUCTORS SHALL BE AVOIDED WHEN 45" BENDS
CAN BE ADEQUATELY SUPPORTED.
12. GROUND RING SHALL BE LOCATED A MINIMUM OF 24" BELOW GRADE OR 6" MINIMUM BELOW THE FROST
LINE.
13. INSTALL GROUND CONDUCTORS AND GROUND ROD MINIMUM OF T-O" FROM EQUIPMENT CONCRETE PAD,
SPREAD FOOTING, OR FENCE
14. EXOTHERMIC WELD GROUND CONNECTION TO FENCE POST: TREAT WITH A COLD GALVANIZED SPRAY.
15. OBSERVE N.E.C. AND LOCAL UTILITY REQUIREMENTS FOR ELECTRICAL SERVICE GROUNDING
16. GROUNDING ATTACHMENT TO TOWER SHALL BE AS PER MANUFACTURER'S RECOMMENDATIONS OR AT
GROUNDING POINTS PROVIDED (2 MINIMUM)
17. MAXIMUM RESISTANCE OF THE COMPLETED GROUND SYSTEM SHALL NOT EXCEED 5 OHMS.
18. CONTRACTOR TO VERIFY CURRENT GROUNDING STANDARDS PRIOR TO CONSTRUCTION.
J4 SITE SOLUTIONS
PrelenimW Semke
AV
R C H
1133 164TH STREET SW
SUITE202
LYNNWOOD, WA 98087
OFFICE (425) 776-3600
JAY@NEWWAVEARCH.COM
DATE 5-2 "19
PREPARED BY- YML
APPROVED BY- JYS
SUBMITTALS
NO
DATE
DESCRIPTION
5-20.19
,FINAL PERMIT
117-17
'FINAL PERMIT
8-23-17
•REVISED PERMIT
6417
11PRELIMINARY PERMIT
,*REGISTEREDECT}?�GTON
SITE
SEA -SW 320TH
I MOD. SITE I
2105 SW 320TH STREET
FEDERAL WAY, WA 98023
SHEET TITLE
GENERAL NOTES
SHEET NUMBER
SP-2
1
NOTE:
SITE PLAN DERIVED FROM EXISTING DRAWINGS, GIS,
j
AERIAL IMAGES, AND SITE PHOTOS. NOT SUITABLE
FOR ACCURATE MEASUREMENT
I
PARCEL NUMBER
1.121059051
I
1
I
I
(E) V7WCHAIrIUI4i'
FENCED
TEI_ECOM'•rIUMCA,TION
CO'APOUND
. ^}�j y
���•^!E1
CONCRETE
sIDE•KALK
IE) VZVVEMERGENCY
GEhi OR
`loITHP4{N VVWOOD FEPiCE
ti
PARCEL NUMBER
1221039030
_ -312' TO ANTEtn"
(E) 60'-0" r%IGH
WOOD LAMINATED
UTILITY POLE
(E) TREE,
TV P_------\
��J
r
�E) CONCRETE
SIDEA'ALI<
-- C) �'J) 0, PROPERTY LINE
OVERALL SITE PLAN
SCALE- 1- - 20'-0- (22x34), r - 4a-01 (nx17)
IE) :.SPHALT P;,VED
-IRKING LaT— —•—
r
r- IE) rREE TYP.�
PARCEL NUMBER PARCEL NUMBER
1321039091 1321039036
Y
I�
y PARCEL NUMBEP
p„ N 0561100000
I�
I�
II� .
(E) TRAFFIC POLE
I
°APCEI NUMBER
0
N
J4 SITE SOLU770NS I
h PMIeONwal4JNltl
1133 164TH STREET SW
SUITE 202
LYNNWOOD, WA 96087
OFFICE (425) 778-3800
JAYONEW WAVEARCHCOM
DATE- 5-20-19
PREPARED BY- YML
APPROVED BY. JYS
SUBMITTALS
NO
DATE
DESCRIPTION
520-19
11NAL PERMIT
0-7-17
119NALPERMIT
0-23-17
11MVISED PERM
5.4-17
PRELIMINARY PERMIT
7997 REGISTERED
R 41TECT
JAY Y -O
STA OFSVASHNOTON
SEA -SW 320TH
i 3i 1039101 SHEET TITLE
OVERALL
SITE PLAN
t
NORTH SHEET NUMBER
A-1
!F) TPEES T'
(E) VZW DIPELXERS TO BE
REMOVED (TOTAL OF 6)
EARtFD'AIRES A- CP.SCUND
?'VALL, AND GREEN
;E) VZ W GPS M."'T ED
Ice BRIDGE POST
r
F) W A, ICE BRIDGE—
;E) GPAVE!
(F1 V=W UTILITY
--------------
!E) VZW E- 1ERGE"',
GENERAT)R .1ITh'i;PAO0D FENCE
C) TREES TY P,
4
(E) L3 P H LT PANYE D
PARKING LOT
iE) VZ.,',' HYERID C,','-LE
ROUTED IN j-G P
CONDUITS (TC, TAL OF 1)
(E) VZiJ 1-5'8`0 CC 4x
CABLE ROUTED IN U,G
CONDUITS JGTAI, OF 114—�
v (E C,1,3LESHROUD
0;!l POLE
(E) TREE. TYP OUTLINE OFANTENNA AND �(E) TREES
ANTENNA PIPE MOUNT ON (Ei 60'-0' HIGH
Po . LE, ASOVE 1,1,100D LAAIINATED
PROPERT(uNE-
uk-0
7
(E),?✓7�,ry I-YER
ID CABLE
-7L -s'-- ji
A
k SIDEA.AL":7
A
3 2 0 2 cr
JENLARGED SITE PLAN
I SCALE- 1/4* - l'-O' (22x34), 1/81 - 11-0' (11x17)
!-Cl;DlJI TE JOTAL OF 1)
CAt;LF4-C�T-=-lDCk(l)U G
CONDUITS (TOTAL OF IS) JJJ
I El VZr".' OVP!S',;RC-E
FRO TECTOR MOUNTED ON
ICE BRIDGE POST
(TOTAL OF 1)
(Ej 9 - 5"0 LIG CONDUITS
SW II NEW VZW DIPELXERS
MOUNTED ON EXISTING
H-FRAME (TOTAL OF 6)
PROVIDE CHANNELS AND
HARDWARE IF REQUIRED.
IJI
(E) CONCP,ETE
S I DE'AAl- '<7
�f
(L) SICNAGE ON POST
(E) lf7 ' ".1 EQUJP%!ENT
S %,lOU.'-JTED C4 I
CONC -'-,,;D
r.
0
N
�L
J4 SITE sow
S.111—
ARCH ITECTURE
1133 IOMSTREET SW
SURE 202
LYNNWDOD 'WA G6087 OFFICE (425) 778-38DO
JAY@NEWWAVEARCKCOM
DATE, 5-20-19
PREPARED BY- YML
APPROVED BY- JYS
SUBMITTALS
NO
DATE
DESCRIPTION
5-20-10
IFINALPERMIT
9-7-17
IFINAL PERMIT
8-23-17
REVISED PERMIT
j B-4-17
1PRELIMINARY PERMIT
7887 REGISTERED T
R HTE]OT
AY Y- 0
, "S'M"
S$TA OF WASHMTON
SEA -SW 320TH
I MOD. SITE )
2105 SW 320TH STREET
FEDERAL WAY, WA 98023
SHEET TITLE
ENLARGED
SITE PLAN
NORTH SHEET NUMBER
A-2
gFJ4Emi, NOTES
I. VERIFY EACH COAXIAL CABLE LENGTH, DIAMETER, ROUTING, AND ALL MOUNTING APPURTENANCES WITH OWNER PRIOR TO ORDER.
2. THE MAXIMUM COAXIAL CABLE LENGTH HAS BEEN ESTIMATED WITH CORRESPONDING CABLE DIAMETER ON THE TABLE ABOVE. THIS
CABLE LENGTH IS APPROXIMATE AND IS TO BE USED FOR CONSTRUCTION. ACTUAL ANTENNA CABLE LENGTHS MAY VARY FROM
ESTIMATED MAXIMUM LENGTH AND MUST BE VERIFIED.
3. TAG ALL MAIN CABLES AT TWO (2) LOCATIONS:
A - AT ANTENNAS
B - INSIDE EQUIPMENT SHELTER / CABINET NEAR THE WAVEGUIDE ENTRY PORT.
4. EACH COAX SHALL BE SUPPORTED WITH COLUMN GRIP (CHINESE FINGER GRIP) HUNG FROM A J-HOOK AT TOP OF TOWER.
5. EACH COAX SHALL BE GROUNDED AT (3) THREE LOCATIONS; ANTENNA PLATFORM, TOWER BASE AND EQUIPMENT CABINET.
(E) VZW ANTENNA PIPE
MOUNT TO BE
REMOVED (2 PER
SECTOR, TOTAL OF 6)
(E) VZW ANTENNAS TO
BE REMOVED (2 PER
SECTOR, TOTAL OF 6)
I
a
J_.. I
i 4±2-
(E) VZW RRUS12 TO BE i
REMOVED (2 PER I (E) RRUS PIPE MOUNT
SECTOR, TOTAL OF 5) , TO BE REMOVED
(TOTAL OF 1)
EXISTING ANTENNA PLAN AT 60.0' A.G.L. (ANTENNA TIP HEIGHT)
PANEL ANTENNA AND ANTEN, _ - CABLE SCHEDULE
ANTENNA
ANTENNA
ANTENNA
ANTENNA
NUMBER OF CABLE
ANTENNA CABLE
ANTENNA CABLE
SECTOR
QUANTITY
MODEL NUMBER I MANUFACTURER
SIZE
TIP HEIGHT
AZIMUTH
DOWNTILT
RRUS
OVP
RUNS PER ANTENNA
SIZE
LENGTH
I
1NEW -7001850 LTE/AWS
HEX456CWD000G I AMPHENOL
5'-10"
64.0'
345°
0°
2-RRUS32
;- GVP
EXISTING - H'(BPIL
'EXIST IIdG -COA?;
NOT IN USE)
I -I .v BRIC -
�.X 12(1,C911.-
1
A/
1NEW -700/850CDMPCSLTE
HEXaWVt0000GIAMPHENOL
W-3"
57.7'
0°
0°
2
1NEW -700I850 LTEIAWS
HEX456CWD000G I AMPHENOL
5'-10-
64.0'
12D°
0°
2-RRUS32
2
1NEW -700/850 CDMAIPCS LTE
HEK856CWDODOG I AMPHENOL
6'-3"
57.T
120°
0°
3
1NEW -700/850 LTE/AWS
HEX4567ZOOG I AMPHENOL
V-10"
64.0'
240-
0°
2-RRUS32
3
1NEW -700/850 CDMA/PCS LTE
H EXUWCV60MG I AMPHENOL
6'-3"
57.7'
240°
0°
TOTAL
--- .- - - `
- -.l
-
1 - HYBRID
- -
QUANTITY
6 - ANTENNAS
- _ - . _ _
<-.
S. RRUS
16 -COAX
PAINT NOTE:
ANTENNAS AND TOWER
MOU14TED AUXILIARY TO BE
PAINTED TO MATCH EXISTING
COLOR SCHEME (BROWN)
(Ei 60'-0" HIGH',"30D
LA'/JNATED UTILITY FOLE
2 NEW VZW ANTE
MOUNTED ON A
A-0 MOUNTING PIPE
SECTOR,TOTAL
NEW VZW RRUS
S MOUNTED ON A
A� MOUNTING PIPE
SECTOR, TOTAL
VVZW ANTENNA ETT PIPE
UNi BRACKET THRU A�
TED ON THE POLE
ER SECTOR, TOTAL OF 4)
EXISTING ANTENNA PLAN AT 64.0' A.G.L. (ANTENNA TIP HEIGHT)
(E) VZW DIPLEXERS TO
BE REMOVED (2 PER lm
SECTOR, TOTAL OF 6)
130'-0" HIGH''nOOD
L;'4;INATED U T II_ITY FGLt
(E) VZW ANTENNA PIPE �' 1
MOUNT TO BE
REMOVED (2 PER
SECTOR, TOTAL OF 6)
(E) VZW ANTENNAS TO J NEW VZW ANTENNAS
BE REMOVED (2 PER 4 i MOUNTED ON ANTENNA
SECTOR, TOTAL OF B) MOUNTING PIPE (2 PER
F ', SECTOR, TOTAL OF 6)
Lc
-1 1..•• r•r_-'ram__-
(E) RRUS PIPE MOUNT
TO BE REMOVED
NEW VZW RRUS32
(E) VZW RRUS12 TO 9E i (TOTAL OF 1) 3 MOUNTED ON ANTENNA
REMOVED (2 PER - A-0 MOUNTING PIPE (2 PER
SECTOR, TOTAL OF 6)
' SECTOR, TOTAL OF 6j—
L (E) VZW OVP/SURGE
PROTECTOR TO BE
RELOCATED (TOTAL OF 1)
EXISTING ANTENNA PLAN AT 54.0' A.G.L. (ANTENNA TIP HEIGHT)
ANTENNA PLAN
SCALE- r - r-0. 122x34►, 1/2- - r-o- (T(xm
e
T
It
OIL
IT
rae �G ihY
,I
NEW VZW ANTENNA PIPE 5
MOUNT BRACKET THRU A
BOLTED ON THE POLE
(1 PER SECTOR, TOTAL OF 4)
RELOCATED EXISTING VZW
OVP(SURGE PROTECTOR
MOUNTED BELOW RRUS
(TOTAL OF 1)
EXISTING ANTENNA PLAN AT 57.7' A.G.L. (ANTENNA TIP HEIGHT)
0
N
.i
1fit ) J4 SITE SOLUTIOINS I
Preftnl. a1 S— te.
1133 164TH STREET SW
SUITE 202
LYNNWOOD, WA 98087
OFFICE: (425) 7783800
JAYONEWWAVEARCH.COM
DATE, 5-20-19
PREPARED BY- YML
APPROVED BY- JYS
SUBMITTALS
NO
DATE
DESCRIPTION
5.20.10
FINALPERMIT
9-7-17
HNALPERMIT
9-23-17
IiEN9ED PERMR
94-17
111REUMINARY PERMIT
7887 REGISTERED
R HITECT
AY Y. 0
STA OF WA6$ MT%
SEA -SW 320TH
1 MOD. SITE )
2105 SW 320TH STREET
FEDERAL WAY, WA 98023
SHEET TITLE
ANTENNA PLAN,
SCHEDULE,
_l AND NOTES
� J
NO TH SHEET NUMBER
A-2.1
NOTE:
ANTENNAS AND TOWER
MOUNTED AUXILIARY SHOWN
FROM DIRECTION OF
SECTORIZATION FOR CLARITY
(E) VZW RRUS12 TO BE
REMOVED (2 PER
SECTOR, TOTAL OF 5)
(E) RRUS PIPE MOUNT
TO BE REMOVED
TCP OF EXISTING VZVvV� Iq FEtINA,S
(rOTALOF 1)
_
(E) VZW CVPfSURGIE
I' R it
(E) VZW ANTENNAS TO
BE REMOVED (2 PER
PROTECTOR TO BE
} u U
SECTOR, TOTAL OF 6)
OF EXISTING VZoi S
•--_--- -"-- - - - _---"-"y,u
RELOCATED (TOTAL OF
1) L.
(E) VZW DIPLEXERSTO
BE REMOVED (2 PER
��.
I)v'il
Ln „
SECTOR, TOTAL OF 6)
c
I.
_ c'105TING OVER HELD PONC_R LINE
Ira
(E) Gif-0' hIGH
'JdCOD 1-;JAINA T ED
UTILITY POLE
(EI7PF_E.
,E) CONCRETE
SIC-AALK —
I EXISTING EAST ELEVATION
SCALE- 1/8• - T-0• (22x34), 1/161 - 1'-01 (11x17)
(E) VZW ANTENNA PIPE
MOUNT TO BE
REMOVED (2 PER
SECTOR, TOTAL OF 6)
E. CROSS:
—(EI C.AELE 5
ON POLE
(-) VZN' EM-RGENC'Y
GENERATOR
•A'ITHI'! YJOOD FEN_;E
;,= VZ,,' CH.4INUNK
FLLNCE';VITH B-•PSED
VJIP,ES ATOP,SOUND
1NA_LAND GRFEIJ
.'RIVAC ( SLATS
'_) VZ'A' EQJIPA,ENT
CABINETS MOUNTED ON
CONC PAD
,E)TELCC PEDESTAL
(E! vzbV ICE BRIDGE
(Ej VZ4V' GPS MOUk [ED ON
ICE BRIDGE POST
•(E) VZW DIPELXERS TO BE
REMOVED (TOTAL OF 6)
(E) VZ';%' OVPI�UK E
PROTECTOR idCUNTED ON
ICE BRIDGE POST
(TOTAL OF 1)
r (E) TREE TfP
\N
y
0c-CO.yl7UI.T5
(-9.vz3vHvaqIrCABLE
ROUTED IN kC Cg1:AUITS
(TarAL CF 1)
--- IS[ v1 r 1-a's D cw
wSBLE RourrD IN UIG
CONDO* ; :T:.-; :...
PAINT NOTE:
ANTENNAS AND TOWER
MOUNTED AUXILIARY TO BE
PAINTED TO MATCH EXISTING
COLOR SCHEME (BROWN)
NOTE:
ANTENNAS AND TOWER
MOUNTED AUXILIARY SHOWN
FROM DIRECTION OF
SECTORIZATION FOR CLARITY
�7OP OF NEW VZW ANTENNAS _
64.0' #
TOP CF EXISTING L41,iINATED U iILITY POLE
0 TOP OF NEW VZW ANTENNAS
� s7.r t
IS+_I I.IG' CIUF.Rt4EJ.0
fl 60'-0' HIGH
'.'COD LAI.^.INATED
UrILITY POLE
.E) TREE,
T !P. --�
(E) CONCRETE
SIDEY':4LK—
�,F�Y15TT:4G G.RADF
ac
2 NEW EAST ELEVATION
SCALE- 1/8• - 1-0• (22x34), V181 - Y-0. 111x17)
NEW VZW RRUS32
r8 MOUNTED FN
A•4 ANTENNA
MOUNTING PIPE (2
PER SECTOR,
TOTAL OF 6) —
RELOCATED
EXISTING VZW
OVP/SURGE
PROTECTOR
MOUNTEDBELOW r
RRUS (TOTAL OF 1),J
rj
NEW VZW ANTENNA $
PIPE MOUNTBRACKET
THRU BOLTED ONTHE A�
POLE (1 PER SECTOR,
TOTAL OF 4)
� q NEW VZW ANTENNAS 2
ti MOUNTED ON
ANTENNA MOUNTING A-4
PIPE (2 PE --------
TOTAL OF 6)
r 1
E)60-0"HIGFI''AOOD
L,IAINATED UTILH'Y POLE
s�
SCALE 3/81 - 1'-0• (22x34), 3/18• - T-0• (11x17)
NOTE:
HEIGHT INCREASE: 4'-(r
HEIGHT INCREASE PERCENTAGE: 6.6 %
I I (E) VZA' EriERGEI•JC(
` GENER—TO''.
WITHIN 14'00D FENCE
``—(E) CROSS MEMBER (eT v�SN(.FV Af1.}NY
(E) C:.BLE SHROUD / PENCE WTIl1 9APS4
ON POLE I
WIRES ATOP S{WND
Ir PRIYA4'ti' SV•.TS
E} ViV.'EOVIFhtEiiT
C SJNM WGu(T-ED oN
, PAD
. — jE) E) T TEELCO PEDESTAL
r — (E) V%W ICE BRIDSE
�f— ;E) VZA'GPS IACUNTED ON
A 1 ICE BRIDGE POSI
NEW VZW DIPELXERS
MOUNTED ON EXISTING 4
i HFFRAME (TOTAL OF 6)
PROVIDE CHANNELS AND A�1
HARDWARE IF REQUIRED.
(E)V_A'OVP-UPCE
PROTECT OR MOUNI ED ON
.- ICE BRIDGE POSI
(TOTAL OF I)
�—---(E) TREE TYP.
IE) S! - 6"0 UeG CONDUITS
(E) VZVV HYBPID C.-�SLE
ROUTED IN I hG CONDUITS
(TOTAL OF 1)
(E) VZW I= °'CI COf X
CABLE POUTED IN U•G
J4 SITE SOLUTIONS
11w))
Prorel bealfervke
WIIV
R C H I T R C T U R
1133 164TH STREET SW
SUITE 202
LYNNWOOD, WA 98087
OFFICE (425) 7783800
JAYGNEWWAVEARCHCOM
DATE' 5-20-19
PREPARED BY' YML
APPROVED BY. JYS
SUBMITTALS
NO
DATE
DESCRIPTION
526-18
I-INAL PERMIT
9.7-17
i-INAL PERMIT
8-23-17
REVISED PERMIT
04.17
JIPREUMINARYPERMrr
7887 REGISTERED
R ITECT
AY Y. 0
3TA OF WASHINGTON
SITE
SEA -SW 320TH
( MOD. SITE )
2105 SW 320TH STREET
FEDERAL WAY, WA 98023
SHEET TITLE
ELEVATIONS
SHEET NUMBER
A-3
GENERAL NOTES
1. THE CONTRACTOR SHALL COMPLY WITH ALL LOCAL AND NATIONAL CODES,
REGULATIONS AND SAFETY REGULATIONS, ALL OSHA REGULATIONS, ALL PUBLIC
AND MUNICIPAL AUTHORITIES, AND ANY UTILITY COMPANIES' REGULATIONS AND
DIRECTIVES.
2. THE DRAWINGS AND SPECIFICATIONS AREA GENERAL DIRECTIVE FOR THE
SCOPE OF WORK EXACT DIMENSIONS AND LOCATIONS MAY CHANGE IN THE FIELD.
THE CONTRACTOR IS TO VERIFY THE DIMENSIONS AND LOCATIONS AND REPORT
ANY AND ALL
DISCREPANCIES TO REPRESENTATIVE. ANY MINOR ERRORS AND OMISSIONS IN THE
DRAWINGS AND SPECIFICATIONS DOES NOT EXCUSE THE CONTRACTOR FROM
COMPLETING THE PROJECT AND IMPROVEMENTS IN ACCORDANCE WITH THE
INTENT OF THESE DOCUMENTS.
3. CONTRACTOR IS RESPONSIBLE FOR FIELD MEASUREMENTS TO CONFIRM
LENGTHS OF CABLE TRAYS AND ELECTRICAL LINES AND ANTENNA MOUNTING.
4. VERIFICATION THAT EXISTING TOWER/POLE CAN SUPPORT THE PROPOSED
ANTENNA, COAX & ADDITIONAL EQUIPMENT LOADING IS TO BE DONE BY OTHERS.
1 NOTTO RAL
NOT TO SCALE
NOTE:
1.DIPLEXER
MOUNTED AT GROUND LEVEL
2.
CONTRACTOR TO VERIFY WITH
MANUFACTURER SPECS FOR MOUNTING
DETAILS.
3.
DIPLEXERDETAIL AS SHOWN AS A REFERENCE
AND IS SUBJECT TO CHANGE.
4.
FRAME SHOWN AS TYPICAL VERIFY
ACTUAL CONDITIONS IN FIELD.
UNISTRUT
EXISTING
ICE
BRIDGE
NOTES:
1. INSERT SCISSOR BRACKETS BETWEEN THE
UPPER ANTENNA MOUNTING BRACKET AND THE
UPPER POLE ADAPTER BRACKET. SECURE 1351071.
1121NCH HARDWARE PROVIDED.
2. TO SET THE DEGREE OF DOWNTILT, ALIGN THE
DESIRED HOLES ON THE SCISSOR BRACKETS
AND SECURE USING 5116 INCH HARDWARE
PROVIDED.
3. THE NUMBER OF CONNECTORS WILL VARY
BASED ON ANTENNA TYPE.
OPTIONAL DOWNTILT BRACKET
PIPE MOUNT (TYP)
VALMONT MICROFLECT PART #81001
OR APPROVED EQUAL
PARTS:
ITEM I QTY DESCRIPTION
3
I 1
I BRACKET. DOWN nLT, ANTENNA
4
6
V2 X 1 HEX HEAD BOLT
6
112 SPLIT WASHER
6
2
5l16X1HEX HEADBOLT
7
1B
2
5718 SPLIT WASHER
4
12• THREADED ROD
2 JANTENNA MOUNTING HARDWARE
NOT TO SCALE
.-q
DIPELXER
MOUNTED
ON
y
UNISTRUT
EXISTING t
LAMINATED
VJ00D
POLE
ISOMETRIC VIEW
CJ`
4 DIPLEXER MOUNTING DETAIL
NOT TO SCALE
5 I ANTENNA MOUNT DETAIL
NOT TO SCALE
5/8"0 GALV. STEEL THRU
BOLTS W/ NUTS,
FLATWASHER AND SQUARE
WASHER (TOTAL OF 6)
TRIPLE SLIDER BRACKET
WALL MOUNT, SITEPR01
PART# SBVMA-CW OR
APPROVED EQUAL.
PROVIDE27/8"OX 14-0"
LONG PIPE (EXTRA STRONG
PIPE)
POLE MOUNTED
RRU
PIPE MOUNT
ADAPTER
MOUNTING PIPE
(fYP)
3 RRUS 32
NOT TO SCALE
ISOMETRIC VIEW
DETAIL
..RUS NOTE:
1. RRUS MOUNTED NEAR ANTENNAS.
2. CONTRACTOR TO VERIFY WITH
MANUFACTURER SPEC's FOR
MOUNTING DETAILS.
3. RRUS DETAIL AS SHOWN AS A
REFERENCE AND IS SUBJECT TO
CHANGE.
4. PLATFORM SHOWN AS TYPICAL
VERIFY ACTUAL CONDITIONS IN FIELD.
NOTE:
RRUS CAN ONLY BE PAINTED ON SUNSCREEN
MFR'S STANDARD
MOUNTING
FRONT
RRU WITH
SUNSHIELD
SIDE
c
0
N
S
J41 SITE SOLI!
reMrafewal SeMep
lly-lJ
1133 164TH STREET SW
SUITE 202
LYNNWOOD, WA 98007
OFFICE: (425) 778-3800
JAY@NEWWAVEARCH.COM
DATE- 5-20-19
PREPARED BY- YML
APPROVED BY- JYS
SUBMITTALS
NO
DATE
DESCRIPTION
5.2o-1B
IFlNAL PERMIT
0-7-17
IFlNAL PERMIT
tl-23.17
(REVISED PERMIT
8- -17
11PRELIMINARY PERMIT
USTEREDRHITECTY. 0
WASHT�MON
J
SITE
SEA -SW 320TH
l MOD. SrtE )
2105 SW 320TH STREET
FEDERAL WAY, WA 98023
SHEET TITLE
DETAILS
SHEET NUMBER
A-4
31(•POL
x x x H EX45
x x x
x x x
RRU532
886+
DIPLEXER DIP LEXER DIPLEXER CIPLECER
I I^
RF PLUMBING CONFIGURATION
OVP-6 I
SW 320 IT DIAGRAM - HQ CONFIG
SECTOR 2
Df•POL SM•P-
HEX85 Fxxx
xxx x x HExxx x x x x x x x
DIPLEX
RRus32 Bs
E�j DLE!Ei
�l r
DIPLEXER DIPLEXF.R
s 4c
«I
SECTOR 3
. 1
�(•.a I H EX45
x x x
x x x
x x x
CIPLEXEP, I DIPLEXER
Iff
TOWER
EQUIPMENT
0
N
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J4 SITE SOLUTIONS
P10FOU W44 kWk&-
WAV E
R C H I T E C T U R E
1133 184TH STREET SW
SUITE 202
LYNNWOOD, WA 98087
OFFICE (425) 778-3800
JAYONEWWAVEARCH COM
DATE- 6-20-19
PREPARED BY, YML
APPROVED BY- JYS
SUBMITTALS
NO
DATE
DESCRIPTION
5.20-18
19NAL PERMIT
9-7-17
1-INAL PERMIT
8-23-17
REVISED PERMIT
e4-17
JPREUMINARY PERMIT
J78870ISTEREORKTECTY. 0
WASHINGTON
SITE
SEA -SW 320TH
I MOD. SITE 1
2105 SW 320TH STREET
FEDERAL WAY, WA 98023
SHEET TITLE
RF PLUMBING
CONFIGURATION
SHEET NUMBER
A-5
KEY NOTES,
C�9�) EXISTING LAMINATED POLE
ANTENNA PIPE MOUNT
VERIZON WIRELESS ANTENNAS
EXISTING MASTER GROUND BAR AT BASE OF POLE, NEAR EXIT PORT.
r ■ EXISTING MASTER GROUND BAR FINAL GROUND LEAD TO EXISTING
/��� POLE GROUND RING
(q) ANTENNA GROUNDING. 02 AM STPANOS D GREEN INSULATED
`J COPPER CONDUCTOR CADWELDTO BOTTOM OF ANTENNA PIPE TO
EXISTING COLLECTION GROUND BAR AT ANTENNA LEVEL OF POLE
DENERAL NO
1. ALL CADWELD CONNECTIONS ON GALVANIZED
SURFACES SHALL BE CLEANED THORCLK HLY
AND COVERED WITH TWO (2) COATS OF SHERW9N
WILLIAMS GALVANITE PAINT S350W3 OR EQUAL.
2- ALL ELECTRICAL C 3WELOAND MECHANICAL
GROUND CONNECTIONS WILL HAVE
NON-OXIOATION C40MPOUND APPLIED TO
CONNECTION.
3• ANY METAL OBJECTS WITHIN S FEET OF THE
EXTERNAL GRCKRID RING SHALL BE GROUNDED.
4, ALL GROUNDING MATERIALS ANO CADWELD
MOLDS, SHOTS, ETC., SHALL BE FURNISHED AND
INSTALLED By CONTRACTOR, UNLESS
OTHERWISE NOTED,
5, THE ELECTRICAL CONTRACTOR SHALL FOLLOW
GROUNDING SYSTEM INSTALLED AND TESTING
PROCEDURES AS DESCRIBED IN THE GENERAL
ELECTRICAL PROVISIONS.
LEGEND
rfEm DESC.RpTIpN
® WS- DIAMETER x 10'-0" LONG COPPER CLADGROUND D. MINIMUM 42" BELOW GRADE.
AT MINIM 10'f O,C. IHARGER SSB10).
NEW MECHANICAL CONNECTION
EXISTING MECHANICAL CONNECTION
EXISTING COLLECTION GROUND BAR FINAL GROUND LEAD AWG
STRANDED GREEN INSULATED COPPER CONDUCTOR TO DXISTING
MASTER GROUND SAR AT BASE CF POLE. NEAR EXIT PORT
( g ] EQLBPMENTGROUNDING, #2 AM STRANDED GREEN INSULATED
f COPPER CONDUCTOR TO EXISTING COLLECTION GROUND BAR
B 4
TYP.
5
2 •i p a
TYR
TYP. _ \
ool
1
s
TYP. 8
TYP
GROUNDING PLANS AND NOTES
SCALE, r - V-0• (22X34), V2• • 1'-0• (11X17)
NOR iF1
a NOT USED
1. ALL ELECTRICAL WORK SHALL B£ PERFORMED IN ACCOR CONSTRUCTION SPECIFICATIONS AND ALL APPUCABLEDANCE WITH THE DESIGNAND
LOCAL CODES.
2. ALL GROUNDING SHALL CONFORM TO THE CURRENT
3. CONDUIT
13' CONNECTIONS TO THE GROUND BUS SHALL NOT BE
BACK
V
ROUTINGS ARE SCHEMATIC. CONTRACTORS fZDN WIRELESS STANDARDS.
ACCESS TO EQUIPMENT IS NOT BLOCKED. HALL INSTALL CONDUITS SO THAT
DOUBLED UP OR STACKED.
TO BACK CONNECTIONS ON OPPOSITE SIDES OP
PERMITTED• THE GROUND BUS ARE
STRANDED CU WIRE WITH
GREEN, 600V THHWTHWN
4, THE CONTRACTOR IS RESPONSIBLE FOR PROPERLY S
UNDERGROUND CONDUIT INSTALLATION AS TO PREVENT ANY GPOUNOING, AND
THE GROUNDING SYSTEM CON7
14, USE OF 90' BENDS IN THE PROTECTION GROUNDING CONDLrCTCRS SHALL BE
AVOIDED LV}iEN 45' BENDS CAN BE ADEQUATELY SUPPORTED,
15- GROUND RING SHALL BE LOCATED
INSULATION. SIZE AS
SPECIFIED
NUTTY IN
OR DAMAGE To THE CONDUIT.
5. PREFABRICATED SHELTER N7LL BE PROVIDED WITH INTERNAL WIRING AND EQUIPMENT
INSTALLED, FOR COMPLETE INTERNAL
A MINIMUM OF24' BELOW GRADE OR r MINIMUM
BELOW THE FROST LIMB.
W. INSTALL GROUND CONDUCTORS
WIRING AND ARRANGEMENT REFER TO DRAWINGS
PROVIDED BY SHELTER MANUFACTURER
S. FOR INTERIOR EQUIPMENT
AND GROUND ROD MINIM
EQUIPMENT CONCRETE PAD, SPREAD FOOTING, OR FENCE 4 OF 1-0' FROM
17• EXOTHERMIC WELD
TWO -MOLE µJG• BOLTED TO
LAYOUT AND L OCATON, SEE SHELTER MANUFACTiRER'S
DRAWINGS AND SPECIFICATION, IN CASE OF CONFLICT THE DRAWINGS
7, ALL GROUND CONNECTIONS
GROUND CONNECTION TO FENCE POST: TREAT WITH A COLD
GALVANIZED SPRAY.
IS. OBSERVE N,EC. AND LOCALUTILfTT'
GROUND BRR USFNG 3I8•-1$
z i T7UND BARUS O 31a,
GOVERN.
BELOW GRADE SHALL 135 EXOTHERMIC (CADWELO).
8. ALL GROUND CONNECTIONS ABOVE GRADE [INTERIOR 6 EXTERIOR) SHALL BE FORMED
TWO (2) HIGH PRESSIP.
GROUNDING REQUIREMENTS FOR
I GROUNDING ATTACHMENT TO TOWER SHALL
HEX
HEX HEAD BOLTS AND
HARDWARE.—
9, ALL EXOTHERMIC CONNECTIONS TO THE GROUND RODS S(.LgL, START AT THE TpP S
10. ALL HAVE A VERTICALSEPARATION 61 FOR EVERY ADDITIONAL
BE AS PER MANUFACTURERS
RECOMMENDATIONS OR A7 GROUND POINTS PR ANIMUM)R'S
20_ MAXIMUM RESISTANCE OF THE COMPLETED GROUNSYSTEM {2 MINIMUM)
OHMS,SMALL
GROUND BARON WALL,
OF BE CLEAN AND OF AIN CONNECTION,
CCTIO MATTrNCi
SURFACES AND INSTALL PER MANUFACTURER'S RECOMMENDAT{ONS
GROUND
NOT EXCEED 5
21. MINIMUM BENDING RADIUS FOR GROUNDING CONDUCTOq
NECESSARY.
FLOOR OR ON ANTENNA
TOWER
CONNECTIONS SHALL BE COATED ALL EXTERIOR
OSION RESIISTANT
II. ALL EXTERIOR GROUND CONDUCTORS SHALL 1 BEy2 AM
V WHF BENDING
GROUND CONDUCTORS ARE 7o BE AS STRAIGHT AS POSSFBLE.
23. SPLICES PERMITTED IN GROUND CONDUCTORS.
23•
OTHERWISE INDICATED. TIN PEAT i UNLESS
12. GROUND RODS SHALL BE STAINLESS
STEELS 1• LONG. DRIVEN
ENSURE ALL MECHANICAL CONNECTORS ARE TOR 7o THE MANUFACTURER'S
SPECIFIED VALUES.
24' GROUND BARS SHALL NOT
CAD WELD WITH *y0 AWG
SOLID TINNED SAKE Cu
WIRE
AND SHALL 8E VERTICgyD
TOPS IV BELOW FINAL GRADE OR is BELOW FROST LINE FOR VMH THEIR
R
BE FIELD MODIFIED.
25• ALL HORIZONTAL FENCE SECTIONS TO BE GROUNDED
GROUND STRAPS. WTI
OR STRANDED CU
WIRE WITH GREEN, SOON,
TH•
VSINGLE BARREL
28- USE PANI SCHEME FOR LOADING ON MGB AS DISCUSSED
THHWTHWN INSULATION
TO ANTENNA STRUCTURE.
IN NSTD 11S, 33 & 36.
BUILDING, RING GROUND
OR MGA
2
0
NOT TO SCALE
RXO
JUMPER REQUIRED
ONLY FOR 1 &WO COAX
OR FOR EASE OF
CONNECTION (TYP.)
CONNECTOR
WEATHERPROOFING
KIT (TYP.)
REFER To NOTE 2
FROM ANTENNA FRAME 46 AWG
SUPPORT
FROM ANTENNA MAST
AIR TERMINALS (WHEN
REQUIRED
3 �?7��XIAL CABLE GR
E
DO@pOOwT�Q
0
0 "I
GROUND BARS AT 13O1TOM OF
TOWERS OR MONOPOLES SHALL
USE EXOTHERMIC CONNECTION,
TX0 WEATHERPROOFING
OUND
ANTENNA CABLE
1
RX7
KIT (TYP.)
WEATHERPROOFINGKIT
STANDARD GROUND
(SEE NOTES)p MAX.
KIT (TYP-)
CABLE GROUND KIT
r
REFER TO NOTE.
4'S AWG STRANDED
COPPER GROUND WIRE
ANTENNA CABLE IN
(GROUNDED TO GROUND
CABLE TRAY TO
BAR) (SEE NOTE 1 & 2)
EQUIPMENT LOCATION
(TYP.)
CONNECTION OF COAX GROUND
COLLECTION GROUND
BAR
KIT
TO ANTENNA CABLE
MOUNTED
NEARIBELOW
ANTENNA.
REFER TO DETAIL 5,
NOTES:
THIS SHT.
1. DONOT INSTALL CABLE 13ROUNDKIT ATASEND AND ALWAYS
DIRECT GROUND WIRE DOWN TO
+ A +STRAHCED, 02 IS RANCED,
INSULATED COPPER INSULATED COPPER
GROUND BAR.
2 GROUNDING KIT SHALL BE ANDREW SUREGROUND TYPE KIT WITH
TWO -HOLE LUG.
CONDUCTOR- CONDUCTOR BONDED
TO E
ALONG ABLET
ALONG CABLE TRAY
3 WEATHER PROOFING SHALL BE TWO-PART TAPE KIT, COLD SHRINK
SHALL NOT. BE USED.
EXTERIOR GROUND BAR.
A
WIRE TO GROUND BAR
ComNp1^.rim,
;r Eff
00 0 O
oOO r1
m•
5 COLLECTION GR(
NOT TO SCALE
• 92 AM STRANDED JUMPER WI
SHORT BAREL COMPESS(ON LUGS
(T&B R54205 OR R5407) USE STAR
WASHERS, LOCK WASHERS, AND
SHE Et METAL SCREWS To SECURE
TO EXTERNAL GROUND B-AR BY
CONTRACTOR,
COAXIAL GROUND KITS W LONG
BARREL COMPRESSION LUGS W!
T (22)) S "0 BOLTS AND LOCK
WAS(TVP.) SUPPLY AND
INSTALLED BY CONTRACTOR-
-tl1S' DIA. (TYP.)
- 4• x 1UT•x 114" THK, COPPER GROUND
BAR VVII' INSULATED STAND OFF,
(HANGER RG8I-14410) SUPPLY AND
INSTALL SY CONTRACTOR
"AWG INSULATED STRANDED
COPPER CONDUCTOR DOWNLEAD
TO MASTER GROUND BAR OR
OTHER FINAL GROUNDING POINT
PANT SCHEME SPECIFiCATIO Sc
PROS pUC� ER f 1
ESS SO
PMENT CABINETS,
E ENTRANCE
"UNO SAR (CkG�ONIECTS TO EDISTRIBUTIONI MAIN FRAME GROUND SA.R
(MOPE), AND STANDBY ENGINE -GENERATOR SET FRAME AND OTHER
NOISE PRODUCING EQUIPMENT
ASSL Al
R CONNECTS TO THE EARTH ELECTRODE SYSTEM
OPFFICE GROUND GRID. BUILDING STRUCTURAL GROUND. METALLIC4 L
WATER PIPE SYSTEM, ANTENNA SUPPORTING STRUCTURE GROUND
SYSTEM. AND ELECTRICAL SERVICE ENTRANCE GROUND
NONdS�D 4
CONNECTS TO EQUIPMENT NOT IN AN ISOLATED GROUND ZONE (IGZ)
SUCH AS CON EQUIPMENT FRAME GROUNDS AND DC GROUND
CONDUCTORS FOR DC POWER SYSTEMS THAT SERVE CON OR BOTH
CBN AND IBN EQUIPMENT
O
7ED R
C-11 ITS( TO THE SINGLE POINT CONNECTION BAR (SPCB), FOR IBN
EQUIPMENT
0
N
0
@( }J J49 ME SOLLMC)NS
l- Pirl�ny YQM[u
_ 4WAV
Cii ITErOTUR
1133 164TH STREET SW
SUITE 202
LYNNWOOD. WA 96087
OFFICE (425) 773.3900
JAY@NEMVAVEARCH.COM
DATE- 5-20-19
PREPARED BY- YML
APPROVED BY. JYS
SUBMITTALS
Ro DATE I.TTALprroH
'7887 REGISTERED
WTECT
^•?; -! y
STA OF WASHNYiTDR
SEA -SW 320TH
1 MOD. SfTE )
2105 SW 320TH STREET
FEDERAL WAY, WA 98023