17-100448 (2)SHEET INDEX
*70' CONFIDENTIAL AND PROPRIETARY
g& ARARCHITECTURAL
.5'x Not for disclosure outside VERIZON WIRELESS
T-1 TITLE SHEET without permission.
— GENERAL NOTES without erm�ssion.
S P 1
A-1 OVERALL SITE PLAN
A-1 .1 ENLARGED SITE PLAN
A-2 ANTENNA PLAN 0
A-3 ELEVATION
A-4 ANTENNA DETAILS
A-4.1 ANTENNA MOUNT DETAILS
A-5 RE PLUMBING DIAGRAM
ELECTRICAL
E-1 EQUIPMENT GROUNDING AND DETAILS
r15
GTON STATE CODE COMPLIANCE:
TERNATIONAL BUILDING CODE (IBC) ATC SITE # 82935
SEA CEEJAY
TERNATIONAL RESIDENTIAL CODE (IRC)
TERNATIONAL MECHANICAL CODE (IMC)
2015 WASHINGTON STATE ENERGY CODE COMMERCIAL (WSEC)
2015 WASHINGTON STATE ENERGY CODE APPENDIX (WSEC) SEA — C E E J A i
2015 UNIFORM PLUMBING CODE (UPC) AWS-3 MOD)
2014 WASHINGTON CITYIES ELECTRICAL CODE (WCEC)
2014 NATIONAL ELECTRICAL CODE (NFPA 70)
ENVIRONMENTALLY CRITICAL AREAS REGULATIONS (ECA) 2101 S 324TH ST t AWS-3 MOD )
PROJECT SUMMARY 2101 S 324TH ST
FEDERAL WAY, WA 98003
APPLICANT-
CityVERIZON WIRELESS of
3245 158TH AVE SE, MS231
BELLEVUE, WA 98008
1 11
APPLICANT AGENT- LAT:
470 18,8N
Date--_ 'A C
CAMP & ASSOCIATES INC.
19401 40TH AVE W SUITE 304 Q
LYNNWOOD WA, 98036 � � i� O � �
18'80441,
CAMP+
. 12.�
CONTACT: MADELINE CHANEY T -
PHONE: 425-346-0128 ±394'AMSL
C�� ����Ck t ASSOCIATES
ELEV:
ARCHITECT/ELECTRICAL ENGINEER 19401 40TH AVE. W., SUITE 304
LYNNWOOD, WA 98036
CAMP & ASSOCIATES INC.
19401 40TH AVE W SUITE 304 PHONE- 4 5 74 - 2
FAX: (425) 224-1614
LYNNWOOD WA, 98036 WWW.CAMPASSOC.COM
CONTACT: ERIC CAMP
PHONE: 425-740-6392
PROJECT MANAGER- EJC
LEGAL DESCRIPTION -
SE 1 /4 OF NW 1 /4 & PORS OF SW 1 /4 OF NE 1 /4 &
OF NW 1 /4 OF SE 1 /4 LY WLY OF PRIM ST HWY NO 1 PREPARED BY- WJA
LESS POR TO KING COUNTY SC 533169 SUBJ TO TRAN SIGNATURE BLOCK VICINITY MAP
LN ESMT LESS CO RD APPROVED BY- EJC
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WJA
1/30/17
ISSUED
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WJA
1/24/17
ISSUED
FOR
PRELIM
REVIEW
WJA
1/4/17
ISSUED
FOR
PRELIM
REVIEW
WJA
12/8/16
ISSUED
FOR
PRELIM
REVIEW
WJA
1 1 /21 /1 6
ISSUED
FOR
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REVIEW
LAND OWNER- BELMOR MOBILE HOME PARK PL Az S tea,
RF ENGINEER �� �� -�
r ,� -� a t8 4th St 7727 REGISTERED
STRUCTURE OWNER: VERIZON ''' �'�'°
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SITE 82935 � � 9_
ATC � Federal W - -�`
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JURISDICTION- FEDERAL WAY TATE OF _( ASHINGTON
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REAL ESTATE jStv
PARCEL NUMBER- 1621049037 r y # '' s
•4th S# �,�� ;.c Uy �' 142$ rbb 4th 51ttyit w
ZONING- RM3600
S 348thNORTH SHEET NAME
OCCUPAN Y= U UNOCCUPIED SITE v� - ° 1 -
ACQUISITION r Im an TITLE SHEET
CONSTRUCTION TYPE-- C DRIVING DIRECTIONS FROM VERIZON WIRELESS (3245 158TH AVE. SE., BELLEVUE WA):
DEPART 3245 158TH AVE SE, BELLEVUE, WA 98008 [3245 158TH AVE SE, BELLEVUE, WA 98008] ON 158TH AVE SE (SOUTH—WEST)
PROJECT DESCRIPTION- TURN RIGHT (WEST) ONTO SE EASTGATE WAY
TURN LEFT (WEST) ONTO RAMP
SCOPE OF WORK: PROPERTY TAKE RAMP (LEFT) ONTO 1-90 [MOUNTAINS TO SOUND GREENWAY-1-90]
REMOVE (E) PLATFORM OWNER TAKE0
AT XIRAMP (LEFT) ONTO T 10, TURN RIGHT ONTO RAMP SHEET NUMBER
'� i,,
INSTALL (N) VZW FRAME MOUNTS ROAD NAME CHANGES TO WA-518
3 EXISTING ANTENNAS TAKE RAMP (RIGHT) ONTO 1-5
RELOCATE
( ) AT EXIT 143, TURN RIGHT ONTO RAMP` Q�
REMOVE (9) EXISTING ANTENNAS TURN RIGHT (WEST) ONTO S 320TH ST �
ADD (9) NEW ANTENNAS TOWER
TURN LEFT (SOUTH) ONTO 23RD AVE S � ���` - k1w
6 RRUS ROAD NAME CHANGES TO S 324TH ST PROJECT NUMBER
REMOVE
() OWNER ARRIVE 2101 S 324TH ST, FEDERAL WAY, WA 98003 [2101 S 324TH ST, FEDERAL WAY, WA 98003] 20161498405
ADD (3) NEW RRUS 1 1 /B 13 W/A-2
ADD (3) NEW RRUS 2212+2212/B66A
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
ARCHITECT/ENGINEER 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'S/ 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 SITE/FACILITY 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.
A. GROUT: NON -SHRINK TYPE, PREMIXED
CONDUIT USED INDOORS SHALL BE E.M.T., AND RIGID GALVANIZED STEEL FOR OUTDOORS.
COMPOUND CONSISTING OF
COUPLINGS SHALL BE RIGID STEEL AND COMPRESSION TYPE FOR E.M.T. SET SCREW
NONMETALLIC AGGREGATE, CEMENT,
FITTINGS ARE NOT PERMITTED. FOR ALL STUBS -UPS, USE RIGID GALVANIZED STEEL
I
WATER REDUCING AND PLASTICIZING
CONDUIT.
rm
ADDITIVES, CAPABLE OF DEVELOPING
A MINIMUM COMPRESSIVE STRENGTH
WIRE AND CABLE SHALL BE OF THE TYPE AND SIZE AS REQUIRED BY NEC. THERE WILL BE
OF 7000 PSI AT 28 DAYS.
B. SHOP AND TOUCH-UP PRIMER: SSPC 15, TYPE 1, RED OXIDE
NO SPLICES ALLOWED. PROVIDE HDPE PULLING HAND HOLES AS NEEDED.
C. TOUCH-UP PRIMER FOR GALV.
CONTRACTOR SHALL PROVIDE TEST OF THE GROUNDING SYSTEM BY CERTIFIED TESTING
0
SURFACES: ZINC RICH TYPE
AGENT. PROVIDE INDEPENDENT TEST RESULTS TO THE PROJECT MANAGER FOR REVIEW.
2. FABRICATION
GROUNDING SYSTEM RESISTANCE TO GROUND SHALL NOT EXCEED 5 OHMS. ALL ABOVE
GRADE INTERIOR GROUNDING CONNECTORS SHALL BE DOUBLE -LUG COMPRESSION TYPE.
CONTINUOUSLY SEAL JOINTED MEMBERS BY CONTINUOUS WELDS. GRIND
ALL BELOW GRADE AND EXPOSED EXTERIOR GROUNDING CONNECTIONS TO PERMANENT
EXPOSED WELDS SMOOTH.
EQUIPMENT AND FIXED BUILDING ELEMENTS SHALL BE CADWELD TYPE. CARE SHALL BE
TAKEN TO REVIEW CONNECTION LOCATIONS AND MATERIAL TYPES TO AVOID POSSIBLE
3. FINISH
GALVANIC CORROSION. ALL EXPOSED GROUNDING CONNECTIONS TO BE COATED WITH
ANTI -CORROSIVE AGENT SUCH AS "NO-OXY", "NOAOLX" OR "PENETROX". VERIFY PRODUCT
A. PREPARE STRUCTURAL COMPONENT SURFACES IN ACCORDANCE WITH SSPC
WITH PROJECT MANAGER. ALL BOLTS, WASHERS AND NUTS USED ON GROUNDING
SP-1 TO SP-10 PROCEDURES.
CONNECTIONS SHALL BE STAINLESS STEEL
B. STRUCTURAL STEEL MEMBERS SHALL BE HOT DIPPED GALVANIZED.
ALL EXTERIOR GROUND BARS SHALL BE COATED WITH ANTI -CORROSIVE AGENT SUCH AS
LPS-3 OR AS PER NOTE 6 ABOVE.
PART 3 - EXECUTION
ALL JUNCTION AND OUTLET BOXES TO BE LABELED WITH KROY TAPE, OR EQUAL,
1. EXAMINATION AND PREPARATION: VERIFY THAT THE FIELD CONDITIONS ARE
DESIGNATING ALL CIRCUIT NUMBERS CONTAINED IN EACH BOX.
ACCEPTABLE.
2. ERECTION:
CONTRACTOR TO ENSURE ILC PROVIDED WITH (2) INTERNAL TVSS.
A. ALLOW FOR ERECTION LOADS. PROVIDE TEMPORARY BRACING TO MAINTAIN
CONTRACTOR SHALL COORDINATE WITH SITE SURVEY TO LOCATE EXISTING UNDERGROUND
FRAMING IN ALIGNMENT UNTIL COMPLETION OF ERECTION AND
UTILITIES. WHEREVER POTENTIAL CONFLICTS/ INTERFERENCES EXIST, HAND EXCAVATE TO
INSTALLATION OF PERMANENT BRIDGING AND BRACING.
AVOID DAMAGE. CONTACT ALL UTILITIES TO LOCATE UNDERGROUND PIPING IN PUBLIC ROW.
SEA-CEEJAYB.
FIELD WELD COMPONENTS INDICATED ON SHOP DRAWINGS.
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
C. DO NOT FIELD CUT OR ALTER STRUCTURAL MEMBERS WITHOUT APPROVAL
SWITCH AND CONFIRM LOWERING OF AIC TO ACCEPTABLE LEVELS.
OF THE ARCHITECT/ENGINEER.
UTILITY POINTS OF SERVICE AND WORK / MATERIALS SHOWN ARE BASED UPON
D. AFTER ERECTION, TOUCH-UP WELDS, ABRASIONS, AND SURFACES NOT SHOP
PRELIMINARY INFORMATION PROVIDED BY THE UTILITY COMPANIES AND ARE FOR BID
( AWS-3 MOD )
PRIMED OR GALVANIZED WITH TOUCH-UP PRIMERS AS SPECIFIED UNDER
PURPOSES ONLY.
SECTION 05000,-METALS, PART 2 - PRODUCTS, H & I. SURFACES TO BE IN
2101 S 324TH ST
CONTACT WITH CONCRETE NOT INCLUDED.
CONTRACTOR SHALL COORDINATE WITH UTILITY COMPANY FOR FINAL AND EXACT WORK /
FEDERAL WAY, WA 98003
3. FIELD QUALITY CONTROL:
MATERIALS REQUIREMENTS AND. CONSTRUCT TO UTILITY COMPANY ENGINEERING PLANS AND
FIELD INSPECTION OF MEMBERS, CONNECTIONS, WELDS AND TORQUING.
SPECIFICATIONS ONLY. CONTRACTOR SHALL FURNISH AND INSTALL ALL CONDUIT, PULL
ROPES, CABLES, PULL BOXES.,. CONCRETE ENCASEMENT OF CONDUIT (IF REQUIRED),
TELECOMMUNICATIONS WIRING COMPONENTS
TRANSFORMER PAD, BARRIERS, POLE RISERS, TRENCHING, BACKFILL, PAY ALL UTILITY
(COAXIAL ANTENNA CABLE)
COMPANY FEES AND INCLUDE ALL REQUIREMENTS IN SCOPE OF WORK.
GROUNDING NOTES-
1. GENERAL
A. ALL MATERIALS, PRODUCTS OR PROCEDURES INCORPORATED INTO WORK SHALL
1. 1ALL ELECTRICAL WORK SHALL BE PERFORMED IN ACCORDANCE DESIGN
CE WITH THE
BE NEW AND OF STANDARD COMMERCIAL QUALITY.
AND CONSTRUCTION SPECIFICATIONS AND ALL APPLICABLE LOCAL CODES.
B. CERTAIN MATERIALS AND PRODUCTS WILL BE SUPPLIED BY THE OWNER (REFER
2. CONDUIT ROUTINGS ARE SCHEMATIC. CONTRACTOR SHALL INSTALL CONDUITS SO
TO GENERAL CONDITIONS FOR THE LIST OF OWNER FURNISHED EQUIPMENT,
THAT ACCESS TO EQUIPMENT IS NOT BLOCKED.
����
MATERIALS AND SUPPLIES FOR ESE ITEMS). THE CONTRACTOR IS
ASSOCIATES
RESPONSIBLE FOR PICKUP AND D
DELIVERY OF ALL SUCH MATERIALS
3. THE CONTRACTOR IS RESPONSIBLE FOR PROPERLY SEQUENCING GROUNDING AND
UNDERGROUND CONDUIT INSTALLATION AS TO PREVENT ANY LOSS OF CONTINUITY IN
C. ALL OTHER MATERIALS AND PRODUCTS SPECIFIED IN THE CONTRACT
THE GROUNDING SYSTEM OR DAMAGE TO THE CONDUIT.
19401 40TH AVE. W., SUITE 304
DOCUMENTS SHALL BE SUPPLIED BY THE CONTRACTOR.
LYNNWOOD, WA 98036
4. 4ALL GROUND CONNECTIONS BELOW GRADE SHALL BE EXOTHERMIC (CADWELD).
PHONE: (425) 740-6392
2. MATERIALS:
FAX: (425) 224-1614
5. ALL GROUND CONNECTIONS ABOVE GRADE (INTERIOR & EXTERIOR) SHALL BE FORMED
WWW.CAMPASSOC.COM
A. COAXIAL CABLE:
USING TWO (2) HIGH PRESS CRIMPS
THE CONTRACTOR SHALL MAKE NECESSARY PROVISIONS TO PROTECT EXISTING
a. INSTALL COAXIAL CABLE AND TERMINATIONS BETWEEN ANTENNAS AND
IMPROVEMENTS, EASEMENTS, PAVING, CURBING, ETC. DURING CONSTRUCTION UPON
EQUIPMENT PER MANUFACTURER'S RECOMMENDATIONS WITH COAXIAL
6. ALL EXOTHERMIC CONNECTIONS TO THE
GROUND RODS SHALL START AT THE TOP &
COMPLETION OF WORK. CONTRACTOR SHALL REPAIR ANY DAMAGE THAT MAY HAVE
.
CABLES SUPPORTED AT NO MORE THAN 3'-0" O.C. WEATHERPROOF ALL
HAVE A VERTICAL SEPARATION OF 6"
FOR EVERY- ADDITIONAL CONNECTION.
OCCURRED DUE TO CONSTRUCTION ON OR ABOUT THE PROPERTY.
CONNECTORS BETWEEN THE ANTENNA AND EQUIPMENT PER
7. ALL EXTERIOR GROUND CONNECTIONS
SHALL BE COATED WITH A CORROSION
CONTRACTOR SHALL ENSURE THE GENERAL WORK AREA IS KEPT CLEAN AND HAZARD FREE
MANUFACTURERS' REQUIREMENTS. TERMINATE ALL COAXIAL CABLE THREE
RESISTANT MATERIAL.
DURING CONSTRUCTION AND DISPOSE OF ALL DIRT, DEBRIS, RUBBISH AND REMOVE
(3) FEET iN EXCESS OF EQUIPMENT LOCATION UNLESS OTHERWISE
EQUIPMENT NOT SPECIFIED AS REMAINING ON THE PROPERTY, PREMISES SHALL BE LEFT IN
STATED.
8. ALL EXTERIOR GROUND CONDUCTORS
SHALL BE #2 AWG TIN PLATED COPPER UNLESS
CLEAN CONDITION AND FREE FROM PAINT SPOTS, DUST, OR SMUDGES OF ANY NATURE.
OTHERWISE INDICATED.
b. 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 7/8"
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 METAL NOTES -
REPRESENTATIVE. ANY MINOR ERRORS AND OMISSIONS IN THE DRAWINGS AND
SPECIFICATIONS DOES NOT EXCUSE THE CONTRACTOR FROM COMPLETING THE PROJECT AND PART I -GENERAL
IMPROVEMENTS IN ACCORDANCE WITH THE INTENT OF THESE DOCUMENTS.
1. SECTION INCLUDES:
CONTRACTOR IS RESPONSIBLE FOR FIELD MEASUREMENTS TO CONFIRM LENGTHS OF CABLE STRUCTURAL STEEL FRAMING MEMBERS, BASE PLATES, PLATES, BARS AND GROUTING
TRAYS AND ELECTRICAL LINES AND ANTENNA MOUNTING. UNDER BASE PLATES.
9. GROUND RODS SHALL BE STAINLESS STEEL OR COPPER CLAD STEEL, 5/8 0 10-FT.
3. ANTENNA AND COAXIAL CABLE GROUNDING LONG (OR NOTED OTHERWISE ON PLANS), AND SHALL BE DRIVEN VERTICALLY WITH
THEIR TOPS 18" BELOW FINAL GRADE OR 6" BELOW FROST LINE FOR MAXIMUM
A. ALL COAXIAL CABLE GROUNDING KITS ARE TO BE INSTALLED ON STRAIGHT DEPTH.
RUNS OF COAXIAL CABLE (NOT WITHIN BENDS) 10. CONNECTIONS TO THE GROUND BUS SHALL NOT BE DOUBLED UP OR STACKED. BACK
4. COAXIAL CABLE IDENTIFICATION TO BACK CONNECTIONS ON OPPOSITE SIDES OF THE GROUND BUS ARE PERMITTED.
A. TO PROVIDE EASY IDENTIFICATION AND UNIFORM MARKING OF ANTENNA CABLING, 11. USE OF 90° BENDS IN THE PROTECTION GROUNDING CONDUCTORS SHALL BE AVOIDED
PLASTIC TAGS SHALL BE USED AT THE FOLLOWING LOCATIONS: WHEN 45° BENDS CAN BE ADEQUATELY SUPPORTED.
a. FIRST LOCATION IS AT THE END OF THE COAX NEAREST THE ANTENNA 12. GROUND RING SHALL BE LOCATED A MINIMUM OF 24" BELOW GRADE OR 6" MINIMUM
(WHERE THE COAXIAL CABLE AND JUMPER ARE CONNECTED). BELOW THE FROST LINE.
VERIFICATION THAT EXISTING TOWER/POLE/STRUCTURE CAN SUPPORT THE PROPOSED 2. SUBMITTALS: b. SECOND LOCATION IS INSIDE THE EQUIPMENT SHELTER NEAR THE 13 INSTALL GROUND CONDUCTORS AND GROUND ROD MINIMUM OF 1'-0" FROM
ANTENNA, COAX & ADDITIONAL EQUIPMENT LOADING IS TO BE DONE BY OTHERS SHOP DRAWINGS: INDICATE SIZES, SPACING, AND LOCATIONS OF STRUCTURAL
MEMBERS, OPENINGS, CONNECTIONS, CAMBERS, LOADS, AND WELDED SECTIONS.
SPECIAL INSPECTIONS- 3. QUALITY ASSURANCE
SPECIAL INSPECTIONS IN ACCORDANCE WITH IBC 110 AND 1704 SHALL BE PERFORMED (AS A. FABRICATE STRUCTURAL STEEL MEMBERS IN ACCORDANCE WITH AISC
BY A QUALIFIED TESTING AGENCY APPROVED BY THE ARCHITECT ENGINEER. SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL
REQUIRED
/ STEEL FOR BUILDINGS.
INSPECTION AGENCY SHALL BE RETAINED BY THE PROJECT OWNER OR THEIR RESPONSIBLE
CHARGE. THE ARCHITECT, ENGINEER OF RECORD, AND BUILDING DEPARTMENT SHALL B. PERFORM DESIGN UNDER DIRECT SUPERVISION OF A PROFESSIONAL
RECEIVE COPIES OF ALL INSPECTION AND TEST RESULTS. REFER TO DOCUMENTS FOR STRUCTURAL ENGINEER LICENSED IN THE STATE.
SPECIFIC INFORMATION.
PART 2 - PRODUCTS
WAVEGUIDE ENTRY PORT.
EQUIPMENT CONCRETE PAD, SPREAD FOOTING, OR FENCE.
B. USE ANDREW CABLE
TIES (PT.#
27290) TO SECURE IDENTIFICATION
TAGS.
14.
EXOTHERMIC WELD GROUND CONNECTION TO FENCE POST: TREAT WITH A COLD
GALVANIZED SPRAY.
5. TESTING
15.
OBSERVE N.E.C. AND LOCAL UTILITY REQUIREMENTS FOR ELECTRICAL SERVICE
VERIZON WIRELESS SHALL
PROVIDE AN
INDEPENDENT TESTING AGENCY TO
PERFORM
GROUNDING
THE COAXIAL SWEEP TEST
& REPORT.
THE CONTRACTOR IS TO PROVIDE
CLIMBER /
QUALIFIED PERSONNEL TO
ASSIST IN ANY
REPAIRS AND WEATHERPROOFING
ONCE THE
16.
GROUNDING ATTACHMENT TO TOWER SHALL BE AS PER MANUFACTURER'S
TEST IS COMPLETE. THE
CONTRACTOR
IS TO PROVIDE VERIZON WIRELESS
A MINIMUM
RECOMMENDATIONS OR AT GROUNDING POINTS PROVIDED (2 MINIMUM)
OF 48 HOURS NOTICE PRIOR TO THE
TIME OF THE SWEEP TEST.
17.
MAXIMUM RESISTANCE OF THE COMPLETED GROUND SYSTEM SHALL NOT EXCEED 5
ITEMS TO BE INSPECTED: ELECTRICAL NOTES. OHMS
1. MATERIAL
1. SPECIAL INSPECTION IS REQUIRED FOR HIGH STRENGTH BOLTS TYPE A325.
A. STRUCTURAL STEEL MEMBERS: ASTM A572 GRADE 50
B. STRUCTURAL TUBING: ASTM A500, GRADE B
C. PIPE: ASTM A53, TYPE E OR S, GRADE B
D. BOLTS, NUTS, AND WASHERS: ASTM A325
E. ANCHOR BOLTS: ASTM A307
F. WELDING MATERIALS: AWS D1.1, TYPE REQUIRED FOR
MATERIALS BEING WELDED
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
MINIMUM RADIUS. ALL
DUCT. ALL BENDS SHALL BE "WIDE SWEEP" TYPE WITH A 24"
CONDUIT UNDER ROADS SHALL BE RGS, (OR PVC ENCASED IN
DIN
ih��✓�,
PROJECT MANAGER- EJC
PREPARED BY- WJA
APPROVED BY- EJC
WJA
1/30/17
ISSUED
FOR
FINAL PERMIT
WJA
1/24/17
ISSUED
FOR
PRELIM
REVIEW
WJA
1/4/17
ISSUED
FOR
PRELIM
REVIEW
WJA
12/8/16
ISSUED
FOR
PRELIM
REVIEW
WJA
11/21/16
ISSUED
FOR
PRELIM
REVIEW
7727,REGISTERED
t ARCHI ECT
UL NI
TATE OF ASHINGTON
01/30/2017
I
SHEET NAME
GENERAL
NOTES
SHEET NUMBER
S P-1.0
8 X18 RED CONCRETE. DUCTBANK).
PROJECT NUMBER
1 20161498405
INSTALLATION OF
SECONDARY
POWER AND CONNECTION TO METER SHALL BE COMPLETED IN
18. 1 CONTRACTOR TO VERIFY CURRENT GROUNDING STANDARDS PRIOR TO CONSTRUCTION.
COMPLIANCE WITH
NATIONAL ELECTRIC CODE, NFPA 70, AND THE STATE LAWS, RULES AND
REGULATIONS FOR
INSTALLING
ELECTRIC WIRES & EQUIPMENT, ALL LATEST ISSUE, AND WITH
AD RcNE0
SPECIFICATIONS PER A.S.T.M.
B 231, B 400, I.C.E.A. S651-401, I.C.E.A. P81-570, &
LOCAL PUD.
KMINING
PROVIDE A METER
BASE PER
LOCAL UTILITY STANDARDS. MOUNT ON SIDE OF OWNER
it # �
f.ar
FLn
LOVERALL SITE PLAN
1
SCALE- 40' = 1'-0" (22x34), 20' = 1'-0" (11x17)
PARCEL NUMBER
7978800581
By
PARCEL NUMBER
7978800682
PARCEL NUMBER
7978800680
PARCEL NUMBER
7978800679
PARCEL NUMBER
7978800681
i
(E) PROPERTY LINE
f 72'-8"
LEGAL DESCRIPTION -
SE 1 /4 OF NW 1 /4 & PORS OF SW 1 /4 OF NE 1 /4 8c
OF NW 1 /4 OF SE 1 /4 LY WLY OF PRIM ST HWY NO 1
LESS POR TO KING COUNTY SC 533169 SUBJ TO TRAM
LN ESMT LESS CO RD
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VICINITY
MAP
3
LEGEND
EXISTING
- SANITARY SEWER
-- - - STORM SEWER
- WATER MAIN
SANITARY MANHOLE ELEVATIONS
STORM STRUCTURE ELEVATIONS
-- -- - PROPERTY LINE & R.O.W.
SURFACE DRAINAGE
LIGHT STANDARD
STREET LIGHT
Z- 75 SPOT ELEVATION
CONTOUR
- AS — GAS MAIN
MANHOLE
- WATER MAIN
FIRE HYDRANT
-- -- EASEMENT LINE
-- - FENCE
BURIED UTILITY
UTILITY POLE
}- -- - OVERHEAD UTILITY LINE
_ , ''''.�: 7 BUILDING
NORTH
0 40 80 120 4 LEGEND
NEW
SAS —
STS —
W
o��
- GAS GAS -
-W W-
- - UE///UT- -
—OE/OT—
( AWS-3 MOD )
2101 S 324TH ST
FEDERAL WAY, WA 98003
(((I::
CAMP+
ASSOCIATES
19401 40TH AVE. W., SUITE 304
LYNNWOOD, WA 98036
PHONE: (425) 740-6392
FAX: (425) 224-1614
WWW.CAMPASSOC.COM
PROJECT MANAGER- EJC
PREPARED BY- WJA
APPROVED BY: EJC
WJA
1/30/17
ISSUED
FOR
FINAL PERMIT
WJA
1/24/17
ISSUED
FOR
PRELIM
REVIEW
WJA
1/4/17
ISSUED
FOR
PRELIM
REVIEW
WJA
12/8/16
ISSUED
FOR
PRELIM
REVIEW
WJA
1 1 /21 /1 6
ISSUED
FOR
PRELIM
REVIEW
,7��727 REGISTERED
ARCHI ECT
UL NI
TATE OF ASHINGTON
O1/30/2017
SHEET NAME
OVERALL
SITE PLAN
SHEET NUMBER
A-1-u
PROJECT NUMBER
20161498405
(E) AMERICAN TOWER
GENERATOR MOUNTED
ON CONCRETE SLAB
(E) WOOD FENCE
/ (E) SERVICE
/ METERS (4)�
(E) T-MOBLE EQUIPMENT
ON CONCRETE SLAB
n
SEA-CEEJAY
( AWS-3 MOD )
2101 S 324TH ST
FEDERAL WAY, WA 98003
ASSOCIATES
19401 40TH AVE. W. SUITE 304
LYNNWOOD, WA 98036
PHONE: (425) 740-6392
FAX: (425) 224-1614
WWW.CAM PASSOC.COM
PROJECT MANAGER- EJC
PREPARED BY- WJA
APPROVED BY: EJC
r / (E) EXISTING
\+ / EQUIPMENT
\ ` SHELTER
,(E) GENERATOR
x 4-/
WJA
17 30
1 / /
ISSUED FOR FINAL PERMIT
WJA
1/24/17
ISSUED FOR PRELIM REVIEW
WJA
1/4/17
ISSUED FOR PRELIM REVIEW
WJA
12/8/16
ISSUED FOR PRELIM REVIEW
WJA
11/21/16
ISSUED FOR PRELIM REVIEW
ENLARGED SITE PLAN
1
SCALE 1/4" = 1'-0" (22x34), 1/8" = T-0" (11X17)
,7727,EGISTERED
ARCHI ECT
V
�UL NI -
TATE OF ASHINGTON
01/30/2017
\x `x
SHEET NAME
x \
x \
(E) CHAIN -LINK X \ x \ APM �,r ENLARGED
FENCE X PLANNING SITE PLAN
\ City.-of'F
Dept., of C
onmnky Development
-_- Permit # -
SHEET NUMBER
By
Date
NORTH
0 $ s 1 2 PROJECT NUMBER
20161498405
TOP OF (E) MONOPOLE & TIP
HEIGHT OF VERIZON WIRELESS
ANTENNAS
ELEVATION ± 120'-0"
RAID CENTER OF (N) VERIZON
WIRELESS ANTENNAS
ELEVATION ± 116'-0"
EXISTING GRADE
± 0'-01,
(E) VERIZON (N) VERIZON WIRELESS
WIRELESS SURGE 2 2
PROTECTOR/OVP ANTENNA (3 PER A-2 A-4
TO REMAIN SECTOR, 9 TOTAL)
(N) VERIZON WIRELESS 2 3
RRUS-11-1313 W/A2 (1 PER
SECTOR, TOTAL OF 3)
(N) VERIZON WIRELESS RRUS 2 4
q 32 TYP. (1 PER SECTOR, A-2 A-4
TOTAL OF 3)
I
(E) VERIZON WIRELESS
ANTENNA TO TO BE
RELOCATED AND REUSED
(1 PER SECTOR, 3 TOTAL)
m1=
I (2) (N) VERIZON WIRELESS
MONOPOLE (3) SECTOR
RING MOUNTS & ANTENNA
SECTOR MOUNTS
E
` (2) (E) VERIZON
1 WIRELESS DIPLEXERS TO
BE RELOCATED LOCATED
(SECTOR 3 ONLY) BEHIND
ANTENNA
(E) VERIZON
WIRELESS COAX
(18) TOTAL
EXISTING SOUTH ELEVATION 0 8 16 24 PROPOSED SOUTH ELEVATION
1 1
SCALE 1/8" = 1'-0" (22x34), 1/16" = 1'-O" (11x17) SCALE 1/8' = 1'-0' (22x34), 1/16' = 1'-0' (11x17)
(E) ANTENNAS BY OTHERS
(E) VERIZON WIRELESS
HYBRID TRUNK
'PROVED
�..ANNiNG
*« way
apt• woommunry o.,,ph,,,m,
,.;Up
(E) VERIZON WIRELESS
EQUIPMENT SHELTER
(E) VERIZON WIRELESS GPS
ANTENNA
(E) VERIZON WIRELESS
GENERATOR
(E) 7' CHAIN -LINK FENCE
SEA-CEEJAY
( AWS-3 MOD )
2101 S 324TH ST
FEDERAL WAY, WA 98003
(((coo
ASSOCIATES
19401 40TH AVE. W., SUITE 304
LYNNWOOD, WA 98036
PHONE: (425) 740-6392
FAX: (425) 224-1614
WWW.CAMPASSOC.COM
PROJECT MANAGER- EJC
PREPARED BY- WJA
APPROVED BY- EJC
WJA
1/30/17
ISSUED
FOR
FINAL PERMIT
WJA
1/24/17
ISSUED
FOR
PRELIM
REVIEW
WJA
1 /4/17
ISSUED
FOR
PRELIM
REVIEW
WJA
12/8/16
ISSUED
FOR
PRELIM
REVIEW
WJA
1 1 /21 /1 6
ISSUED
FOR
PRELIM
REVIEW
�27 REGISTERED -
ARCHITECT
' �UL NI f
L TATE OF ASHINGTON
01/30/2017
SHEET NAME
ELEVATIONS
SHEET NUMBER
A-6mu
0 8 16 24 PROJECT NUMBER
20161498405
GENERAL NOTES
1. 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 TO THE RIGHT.
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 ROOM / CABINET NEAR THE WAVEGUIDE ENTRY PORT.
4. EACH COAX SHALL BE SUPPORTED USING EXISTING ROUTE.
5. EACH COAX SHALL BE GROUNDED AT (3) THREE LOCATIONS; ANTENNA, ENTRY PORT AND SHELTER ENTRY PORT.
(E) VERIZON
WIRELESS DIPLEXERS
TO BE RELOCATED
(TOTAL OF 2)
o
BETA
J
ti
SECTOR
'
EXISTING ANTENNA PLAN
1
SCALE- 1/2" = T-0" (22x34), 1/4" = 1'-0" (11x17)
(E) PLATFORM TO BE
REMOVED
(E) VERIZON WIRELESS ANTENNA
RELOCATED, TYP. (1 PER
SECTOR, 3 TOTAL)
CDMA
JTH 90O
ALPHA
SECTOR
VS-LTE
1UTH 90°
(E) VERIZON WIRELESS RRUS TO
BE REMOVED (2 PER SECTOR, 6
TOTAL)
CS -DO
AUTH 90'
(E) VERIZON WIRELESS ANTENNA
TO BE REMOVED, TYP. (3 PER
SECTOR, 9 TOTAL)
0 LTE ->
UTH 90°
0 2
ANTENNA / COAX SCHEDULE
SECTOR
POSITION
ANTENNA QUANTITY
ANTENNA RAID
CENTER
ANTENNA
SIZE
AZIMUTH
MECHANICAL
DOWNTILT
NUMBER OF
COAX RUNS
COAX SIZE
COAX
LENGTH
ALPHA
1
1 (N) 700/850/PSC-LTE
117'-3"
6'-0"
50°
0°
(E) HYBRID
ALPHA
2
1 (N) 700/850/PSC-LTE
116'-3"
8'-0"
50°
0°
4 (E)
7/8"0
±120'
ALPHA
3
1 (N) AWS-LTE
116'-3"
8'-0"
50'
0°
(E) HYBRID
ALPHA
4
1 (E) 850 CDMA
1 16'-0"
8'-0"
90'
0°
2 (E)
1 -5/8"0
±120'
BETA
1
1 (N) AWS-LTE
117'-3"
6'-0"
165°
0°
(E) HYBRID
BETA
2
1 (N) 700/850/PSC-LTE
116'-3"
8'-0"
165'
0°
4 (E)
7/8"0
±120'
BETA
3
1 (N) 700/850/PSC-LTE
116'-3"
8'-0"
165'
0°
(E) HYBRID
BETA
4
1 (E) 850 CDMA
1 16'-0"
8'-0"
195'
0°
2 (E)
1-5/8"0
±120'
GAMMA
1
1 (N) AWS-LTE
117'-3"
6'-0"
305°
0`
(E) HYBRID
GAMMA
2
1 (N) 700/850/PSC-LTE
116'-3"
8'-0"
305'
0°
(E) HYBRID
GAMMA
3
1 (N) 700/850/PSC-LTE
116'-3"
8'-0"
305°
0°
4 (E)
7/8"0
±120'
GAMMA
4
1 (E) 850 CDMA
1 16'-0"
8'-0"
330'
6°
2 (2)
1-5/8" 0
±120'
REUSE (1) (E) RUN
OF EXISTING HYBRID TRUNK CABLE FROM VERIZON WIRELESS
SHELTER TO ANTENNAS.
REUSE (2) (E) RACAP DC-3315 SURGE PROTECTOR/OVP. (1) AT SHELTER, (1) AT ANTENNAS.
PROVIDE (3) (N) RRUS 32 TYP. (1) PER SECTOR
PROVIDE (3) (N) RRUS-1 1 -B13 W/A2 AT EACH 700-LTE ANTENNA
REUSE (2) (E) DIPLEXER FOR 850-CDMA (TOWER SECTOR 3)
REUSE (2) (E) DIPLEXER FOR 850-CDMA (INSIDE SHELTER)
RELOCATE AND REUSE (3) (E) ANTENNAS FROM (E) POSITION #1 TO (N) POSITION #4 IN EACH SECTOR
RELOCATE (E) VERIZON
WIRELESS ANTENNA, TYP. (1
PER SECTOR, 3 TOTAL)
GAMMA
SECTOR
J �tiJ
�O
ti\So
2 (N) VERIZON WIRELESS
ANTENNA, TYP. (3 ALPHA
A-4 SECTOR, 9 TOTAL)
(E) VERIZON
WIRELESS RAYCAP
DC-3315 SURGE
PROTECTOR/OVP
`o
J Tye �q
O
(N) VERIZON WIRELESS
3 SECTOR RING MOUNTS
(STACKED 2 TOTAL)
(N) VERIZON WIRELESS
SECTOR FRAME MOUNTS
(3 TOTAL)
01
PROPOSED ANTENNA PLAN
2
SCALE 1/2' = 1'-0' (22x34), 1/4' = 1'-0' (11x17)
RELOCATE (E) VERIZON
WIRELESS DIPLEXERS
(2) @ SECTOR 3
ALPHA
SECTOR
(E) 850 CDMA
AZIMUTH 90°�
(N) VERIZON WIRELESS
RRUS 32 TYP. (1 PER
SECTOR, 3 TOTAL)
(N) VERIZON WIRELESS
RRUS 1 1-B13 W/A2,
TYP. (1 PER SECTOR, 3
TOTAL)
SEA-CEEJAY
( AWS-3 MOD )
2101 S 324TH ST
FEDERAL WAY; WA 98003
(((I:
CAMP+
ASSOCIATES
19401 40TH AVE. W., SUITE 304
LYNNWOOD, WA 98036
PHONE: (425) 740-6392
FAX: (425) 224-1614
WWW.CAM PASSOC.COM
PROJECT MANAGER- EJC
PREPARED BY- WJA
APPROVED BY- EJC
WJA
1/30/17
ISSUED
FOR
FINAL PERMIT
WJA
1/24/17
ISSUED
FOR
PRELIM
REVIEW
WJA
1/4/17
ISSUED
FOR
PRELIM
REVIEW
WJA
12/8/16
ISSUED
FOR
PRELIM
REVIEW
WJA
1 1 /21 /1 6
ISSUED
FOR
PRELIM
REVIEW
7727 REGISTERED
' ARCHI ECT
Z
U (LN I
Z� N 'APPROV�D TATE OF ASHINGTON
� 'MINE 0
1/30r2017
Z vZ� ✓� � ZJ Z
o' �0 6' o .Gf ftIlleral Way
z c3° 0+munity Develo ment
G G z
`o -T rn,o SHEET
NAME
0) Daft
' { ��� b ANTENNA
cd PLAN
y
BETA
SECTOR
SHEET NUMBER
or
A-2.0
NORTH
0 2 4 6 PROJECT NUMBER
20161498405
1-1
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 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.
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.
5. RET CONTROL FROM AWS/RRU (EA) SECTOR AND DAISY CHAIN WITHIN SECTOR
o11 �'' 1 1 q 11111 ii
il I '01119w
REMOTE RADIO
UNIT (RRU-32)
NOTES:
1. INSERT SCISSOR BRACKETS BETWEEN THE UPPER
ANTENNA MOUNTING BRACKET AND THE UPPER
POLE ADAPTER BRACKET. SECURE USING 1 /2 INCH
HARDWARE PROVIDED.
2. TO SET THE DEGREE OF DOWNTILT, ALIGN THE
DESIRED HOLES ON THE SCISSOR BRACKETS AND
SECURE USING 5/16 INCH HARDWARE PROVIDED.
3. THE NUMBER OF CONNECTORS WILL VARY BASED
ON ANTENNA TYPE.
OPTIONAL DOWNTILT
BRACKET
2%2" 0 STD. STEEL PIPE
OR LARGER (TYP.)
PANEL ANTENNA (TYP)
PARTS:
ITEM
QTY
DESCRIPTION
01
1
ADAPTER, POLE, LOWER
02
1
BRACKET, DOWNTILT, POLE
�3
1
BRACKET, DOWNTILT, ANTENNA
®
6
1/2 X 1 HEX HEAD BOLT
(5
6
1 /2 SPLIT WASHER
(0
2
5/16 X 1 HEX HEAD BOLT
(
2
5/16 SPLIT WASHER
®
4
1 /2" THREADED ROD
09
8
1 /2" SPLIT WASHER
10
12
1 /2" NUT
2 ANTENNA MOUNTING HARDWAR
NOT TO SCALE
NOTES:
1) MOUNTING HARDWARE INCLUDED WITH UNIT
(REUSE FROM SXK 125 0245/1)
2) EQUIPMENT INFORMATION OBTAINED FROM
MANUFACTURERS PRODUCT DATA SHEET, SUBJECT
TO CHANGE. CONTRACTOR TO VERIFY.
n"
NOTE: WEIGHT OF UNIT
IS 51 LBS (VERIFY)
MOUNTING PIPE
MOUNTING HARDWARE
INCLUDED
REMOTE RADIO
UNIT (RRUS-32)
NOTES:
1) MOUNTING HARDWARE INCLUDED WITH UNIT
(REUSE FROM SXK 125 0245/1)
2) EQUIPMENT INFORMATION OBTAINED FROM
MANUFACTURERS PRODUCT DATA SHEET,
SUBJECT TO CHANGE. CONTRACTOR TO
VERIFY.
NOTE: WEIGHT OF UNIT
IS 71 LBS (VERIFY)
i n F„
REMOTE RADIO
UNIT
(RRUS-1 1 /B 13)
MOUNTING PIPE
MOUNTING HARDWARE
INCLUDED
A-2 BACK —PACK
UNIT
SIDE
E 3 RRUS-11/B13 WITH A-2
NOT TO SCALE
RRUS NOTE:
1. RRU MOUNTED NEAR ANTENNAS.
2. CONTRACTOR TO VERIFY WITH
MANUFACTURER SPEC's FOR MOUNTING
DETAILS.
3. RRU DETAIL AS SHOWN AS A REFERENCE
AND IS SUBJECT TO CHANGE.
4. MOUNTING SHOWN AS TYPICAL. VERIFY
ACTUAL CONDITIONS IN FIELD.
i -) or,"
5 NOT USED
NOT TO SCALE
PIPE MOUNT
POLE MOUNT BRACKET
PER EQUIPMENT MFR.
SPEC.
A-2 BACK —PACK
UNIT BELOW
REMOTE RADIO
UNIT (RRUS-11/1313)
REMOTE RADIO
UNIT (RRUS-11/1313)
��INltll I��Iifl�llllll
IUIIIII�IIIIII0BIIII�i�Il I
18.5"
PLAN
FRONT
UNIT MOUNTING DETAIL
* APPROVED
PLAN
SIDE FRONT c'Iltybf Fedml May
Dept. of Community Deveiopm
Permit # 1a -I 00 0 9 - 0
RRUS-32 MOUNTING DETAIL
4 NOT TO SCALE
RRUS NOTE:
1. RRU MOUNTED NEAR ANTENNAS.
2. CONTRACTOR TO VERIFY WITH
MANUFACTURER SPEC's FOR MOUNTING
DETAILS.
3. RRU DETAIL AS SHOWN AS A REFERENCE
AND IS SUBJECT TO CHANGE.
4. PLATFORM SHOWN AS TYPICAL. VERIFY
ACTUAL CONDITIONS IN FIELD.
RRU MOUNTED TO
MOUNTING PIPE WITH
A-2 BACK —PACK
BEHIND
MOUNTING PIPE
ISOMETRIC VIEW
SEA-CEEJAY
( AWS-3 MOD )
2101 S 324TH ST
FEDERAL WAY, WA 98003
C
CAMP+
ASSOCIATES
19401 40TH AVE. W., SUITE 304
LYNNWOOD, WA 98036
PHONE: (425) 740-6392
FAX: (425) 224-1614
WWW.CAMPASSOC.COM
PROJECT MANAGER- EJC
PREPARED BY- WJA
APPROVED BY- EJC
WJA
1/30/17
ISSUED
FOR
FINAL PERMIT
WJA
1/24/17
ISSUED
FOR
PRELIM
REVIEW
WJA
1/4/17
ISSUED
FOR
PRELIM
REVIEW
WJA
12/8/16
ISSUED
FOR
PRELIM
REVIEW
WJA
11/21/16
ISSUED
FOR
PRELIM
REVIEW
7727 REGISTERED
ARCHI ECT
�UL NI '
TATE OF ASHINGTON
01/30/2017
SHEET NAME
ANTENNA
DETAILS
SHEET NUMBER
A - 4. 0
NOT USED � � A �� ����� � �
PROJECT NUMBER
6
NOT TO SCALE 20161498405
PARTS LIST I PARTS LIST I PARTS I 1ST
ITEM
QTY
PART NO.
PART DESCRIPTION
LENGTH
UNIT WT.
NET WT.
1
3
X-LWRM
RING MOUNT WELDMENT
68.16
204.48
2
9
G58R-48
5/8" x 48 THREADED ROD (HDG.)
48 IN
0.35
3.16
3
9
G58R-24
5/8" x 24" THREADED ROD (HDG.)
24 IN
0.35
3.16
4
18
A58FW
5/8" HDG A325 FLATWASHER
0.03
0.61
5
18
G58LW
5/8" HDG LOCKWASHER
0.03
0.47
6
18
A58NUT
5/8" HDG A325 HEX NUT
0.13
2.34
TOTAL WT.
264.35
ITEM
QTY
PART NO.
PART DESCRIPTION
LENGTH
UNIT WT.
NET WT.
ITEM
QTY
PART NO.
PART DESCRIPTION
LENGTH
UNIT WT.
NET WT.
1
1
SCX4
CROSSOVER PLATE
23/8" x 23/8" x 3/8"
8%"
6.02
6.02
1
1
X-192043
UPPER MOUNTING BRACKET FOR V-FRAME
8.73
8.73
2
1
X-192044
LOWER MOUNTING BRACKET FOR V-FRAME
8.73
8.73
2
2
X-UB1212
y"x2Y"x4y"x2" U-BOLT HDG.
0.63
1 1.25
3
2
X-159999
BACKING PLATE
6 9/16
5.73
11.46
4
2
X-197544
SUPPORT ARM, BC -FRAME
43.48
86.96
3
8
G12FW
y" HDG USS FLATWASHER
0.03
0.27
5
3
P2126
2-3/8" OD X 126" SCH 40 GALVANIZED PIPE
126"
40.75
122.26
4
8
G12LW
R" HDG LOCKWASHER
0.01
0.11
6
2
X-127594
FLAT DISK CLAMP PLATE 4" CENTERS (GALV.)
2.48
4.97
5
2
X-UB1358
y"x35/"x5y"x3" U-BOLT HDG.
0.66
1.31
7
4
X-100064
CLAMP (4" V-CLAMP) GALVANIZED
0.91
3.65
6
8
G12NUT
y" HDG HEAVY 2H HEX NUT
0.07
0.57
8
8
SCX1
CROSSOVER PLATE 2-3/8" X 2-3/8"
6
3 71
29 67
TOTAL WT. 9.77 9 10 G12065 1/2" x 6-1/2" HDG HEX BOLT GR5 FULL THREAD 0.41 4.09
(E) TOWER LEG 2"0 STD PIPE 10 6 G1204 1/2" x 4" HDG HEX BOLT GR5 FULL THREAD 4 0.27 1.62
11 2 G 12212 1/2" x 2-1/2" HDG HEX BOLT GR5 2.5 0.20 0.41
12 36 X-UB1212 1/2" X 2-1/2" X 4-1/2" X 2" GALV. U-BOLT 0.66 2.63
'I 13 92 G12FW 1/2" HDG USS FLATWASHER 0.03 3.14
5 3 4 6 14 90 G12LW 1/2" HDG LOCKWASHER 0.01 1.25
2 3 I I 15 1 6 90 1 A34234 3/4"-10 X 2-3/4" A3 5 BOLT WITH /2" HDG HEAVY 2H HEX 11U3/8" THREAD 2.75 0.54 1.07
3"0 STD PIPE
17 2 G34LW 3/4" HDG LOCKWASHER 0.04 0.09
18 2 G34NUT 3/4" HDG HEAVY 2H HEX NUT 0.21 0.42
REQUIRED ROD
24" OR 48" LENGTH IS EQUAL TO
STANDARD THE POLE DIAMETER.
(CUT AS F----------------I v
THREADED ROD MAY a 6 5 4
BE CUT TO LENGTH
REQUIRED) 6" ' L x2 x2 x2 7LLJ AS REQUIRED 10 13 14 15
--- _
4" 1 15 14 13 10 / \� 7 18 17 16 -� 3
e o o
0 0 ° 1
° ° o ao o a o a. ° 0 (61 7 . 15 14 13 11
® SEA-CEEJAY
4 6 \ / 9 13�15 7 \ 6
9 13 14 15
SITEPRO LWRM UNIVERSAL RING MOUNT ASSEMBLY SITE PRO SCX-43K PIPE MOUNT KIT DETAIL DETAIL DETAIL 10 13 14 15 /
NOT TO SCALE NOT TO SCALE 1 DETAIL C (AWS_ 3 MOD )
PARTS LIST 2101 S 324TH ST
ITEM QTY PART NO. PART DESCRIPTION LENGTH UNIT WT. NET WT. 18 17 16 FEDERAL WAY, WA 98003
1 1 SCX 1 CROSSOVER PLATE 3.71 3.71
2%"x23/8"0/8" SECTION LEG 1-1/4" MIN. - 15 14 13 11
2 4 X-UB1212 y"x2Y"x4,Y"x2" U-BOLT HDG. -0.63 2.5 4-1/2" O.D. MAX. (REFERENCE
3 8 G12FW y" HDG USS FLATWASHER 0.03 0.27 ONLY)
4 8 G12LW y" HDG LOCKWASHER 0.01 0.11
5 8 G12NUT I y" HDG HEAVY 2H HEX NUT 0.07 0.57
I '
TOTAL WT. 7.16 5
2 + 9 13� 14 15
5 4 A /
DETAIL D CAMP+
2"0 STD PIPE B ASSOCIATES
C A14
X2
K`\ ' /� X2 19401 40TH AVE. W., SUITE 304
/ I 13 X2 LYNNWOOD, WA 98036
PHONE: (425) 740-6392
12 FAX: (425) 224-1614
WWW.CAMPASSOC.COM
X2 X2 X2
> i PROJECT MANAGER- EJC
12 _ 8
5 4 3 2 E X2 13 DETAIL E PREPARED BY- WJA
X2 x2 x2 D L X2 14
l 2"0 STD PIPE X2 15
APPROVED BY- EJC
APPROVE
NOT USED SITE PRO SCX1-K CROSSOVER PLATE F PUNNING
2 5 C4..of Federal Wa
NOT TO SCALE NOT TO SCALE
2-3/8" O.D. ANTENNA MOUNTING PIPE Dept. of Communfty ne DIM -
PARTS LIST (LENGTH VARIES) MUST BE CENTERED Pefmt 'I AIL'
PARTS LIST VERTICALLY ON V-FRAME. PIPES MUST WJA 1/30/17 ISSUED FOR FINAL PERMIT
ITEM QTY PART NO. PART DESCRIPTION LENGTH UNIT WT. NET WT. BE EQUALLY DISTRIBUTED ACROSS THE By WJA 1
ITEM QTY PART N0. PART DESCRIPTION LENGTH UNIT WT. NET WT. Date-
1 � /24/17 ISSUED FOR PRELIM REVIEW
�- 1 1 SCX7-K CROSSOVER PLATE 8" 7.55 7.55 FACE OF THE V-FRAME
1 4 X-214130 BENT PLATE V-CLAMP 12-5/8 IN 11.43 45.72 WJA 1/4/17 ISSUED FOR PRELIM REVIEW
3y2" x 4y2„ Xy2"
2 24 G58LW 5/8" HDG LOCKWASHER 0.03 0.63 2 2 X-UB1458 WJA 12/8/16 ISSUED FOR PRELIM REVIEW
3 24 G58NUT 5/8" HDG HEAVY 2H HEX NUT 0.13 3.12 Y"x45/"x7"x3" U-BOLT HDG. 0.66 1.31
EQ. EQ. EQ. WJA 11/21/16 ISSUED FOR PRELIM REVIEW
A A 4 8 G58R-14 5/8" x 14" THREADED ROD (HDG) 0.35 2.81 3 2 X-UB1358 y"x35/"x5 "x3" U-BOLT HDG. 0.66 1.31 _
\�
TOTAL WT. 1 57.05 4 1 8 1 G12FW y" HDG USS FLATWASHER 0.03 0.27 y
5 16 G12LW y" HDG LOCKWASHER 0.01 0.11
3 2 6 8 G12NUT y" HDG HEAVY 2H HEX NUT 0.07 0.57 7727 REGISTERED
TOTAL WT. 11.98 I I COLLAR MOUNT ARCHITECT
SEE DETAILS 1,
3" STD UL NI
PIPEx8'-0", I m (E) MONOPOLE I ® ® o ( 2 & 3
TYPICAL OF 3 3" O STD PIPE
it-o - TATE OF ASHINGTON
A dim 01/30/2017
Li
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i 2 4 5 6 I SHEET NAME
LWRM UNIVERSAL RING cy
\ MOUNT WITH RM-ADK U - 0 ® / I . o = ANTENNA
LARGE DIAMETER / -
ADAPTOR ASSEMBLY I �/ - -
(ORDERED SEPARATELY) -� MOUNT
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DETAILS
4 i 3"� STD PIPE SHEET NUMBER
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SECTION A -A 1 DETAIL B 1
SITEPRO FMA2 FLUSH MOUNT ADAPTER DUAL LEVEL ASSEMBLY SITE PRO SCX7-K CROSSOVER PLATE SITE PRO VFA10 10' TOWER PIPE FRAME (E) MONOPOLE PROJECT NUMBER
3 NOT TO SCALE 6 NOT TO SCALE 7 20161498405
NOT TO SCALE
X-POL
X
X
x
f.
SECTOR 1
4X-POL
X
x x
X
x
X x
x
X
x X
x
I
4X-POL
x x x
x
x x X
x
X X X
X
R
2X-POL
x X
X X
X X
R
R
RRUS32 B4
X-POL 4
x
x
x
SECTOR 2
4X-POL
X
x X
X
X
X X
x
X
X X
X
RRUS U
B13 A2
y
coax
4X-POL
i
X
x X
x
x
X x
x
X
X X
X
coax
OVP-6
�i
OVP-6
hybrid
X-POL
X
x
X
SECTOR 3
4X-POL
X X X X
X X X X
X X X X
DIPLEXER DIPLEXER l 0 f-R]
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U U U I J I I
U Li U U R
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RRUS32 134
Tower
Coax Equipment
APPROVEu
PLANNING
Dept. of Comrrmunky ae
Permit L
SEA-CEEJAY
( AWS-3 MOD )
2101 S 324TH ST
FEDERAL WAY, WA 98003
19401 40TH AVE. W., SUITE 304
LYNNWOOD, WA 98036
PHONE: (425) 740-6392
FAX: (425) 224-1614
WWW.CAMPASSOC.COM
PROJECT MANAGER- EJC
PREPARED BY- WJA
APPROVED BY- EJC
WJA
1/30/17
ISSUED
FOR
FINAL PERMIT
WJA
1/24/17
ISSUED
FOR
PRELIM
REVIEW
WJA
1/4/17
ISSUED
FOR
PRELIM
REVIEW
WJA
12/8/16
ISSUED
FOR
PRELIM
REVIEW
WJA
11 /21 /16
ISSUED
FOR
PRELIM
REVIEW
7727 REGISTERED
ARCHITECT
' �UL NI
l��
L TATE OF ASHINGTON
01/30/2017
SHEET NAME
RF PLUMBING
DIAGRAM
SHEET NUMBER
A-5-00'
PROJECT NUMBER
20161498405
1. ALL ELECTRICAL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE DESIGN AND
CONSTRUCTION SPECIFICATIONS AND ALL APPLICABLE LOCAL CODES.
2. ALL GROUNDING SHALL CONFORM TO THE CURRENT VERIZON WIRELESS STANDARDS.
3. CONDUIT ROUTINGS ARE SCHEMATIC. CONTRACTOR SHALL INSTALL CONDUITS SO THAT
ACCESS TO EQUIPMENT IS NOT BLOCKED.
4. THE CONTRACTOR IS RESPONSIBLE FOR PROPERLY SEQUENCING GROUNDING AND
UNDERGROUND CONDUIT INSTALLATION AS TO PREVENT ANY LOSS OF CONTINUITY IN THE
GROUNDING SYSTEM OR DAMAGE TO THE CONDUIT.
5. PREFABRICATED SHELTER WILL BE PROVIDED WITH INTERNAL WIRING AND EQUIPMENT
INSTALLED. FOR COMPLETE INTERNAL WIRING AND ARRANGEMENT REFER TO DRAWINGS
PROVIDED BY SHELTER MANUFACTURER.
6. FOR INTERIOR EQUIPMENT LAYOUT AND LOCATION, SEE SHELTER MANUFACTURER'S DRAWINGS
AND SPECIFICATION. IN CASE OF CONFLICT THE DRAWINGS GOVERN.
7. ALL GROUND CONNECTIONS BELOW GRADE SHALL BE EXOTHERMIC (CADWELD).
8. ALL GROUND CONNECTIONS ABOVE GRADE (INTERIOR & EXTERIOR) SHALL BE FORMED USING
TWO (2) HIGH PRESS CRIMPS.
9. ALL EXOTHERMIC CONNECTIONS TO THE GROUND RODS SHALL START AT THE TOP & HAVE A
VERTICAL SEPARATION OF 6" FOR EVERY ADDITIONAL CONNECTION.
10. ALL GROUNDING CONNECTORS TO BE CLEAN AND FREE OF PAINT AT THEIR MATING
SURFACES AND INSTALL PER MANUFACTURER'S RECOMMENDATIONS. ALL EXTERIOR GROUND
CONNECTIONS SHALL BE COATED WITH A CORROSION RESISTANT MATERIAL.
11. ALL EXTERIOR GROUND CONDUCTORS SHALL BE #2 AWG TIN PLATED COPPER UNLESS
OTHERWISE INDICATED.
12. GROUND RODS SHALL BE STAINLESS STEEL OR COPPER CLAD STEEL, 3/4"O 10-FT. LONG,
AND SHALL BE DRIVEN VERTICALLY WITH THEIR TOPS 30" BELOW FINAL GRADE OR 6" BELOW
FROST LINE FOR MAXIMUM DEPTH.
13. 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.
1 GENERAL NOTES
KEY NOTES.
OEXISTING STEEL MONO POLE
2O NEW VERIZON WIRELESS ANTENNA MOUNT
3O NEW VERIZON WIRELESS ANTENNA, TYP.
4O EXISTING MASTER GROUND BAR
14. USE OF 90° BENDS IN THE PROTECTION GROUNDING CONDUCTORS SHALL BE AVOIDED WHEN
45°BENDS CAN BE ADEQUATELY SUPPORTED.
15. GROUND RING SHALL BE LOCATED A MINIMUM OF 30" BELOW GRADE OR 6" MINIMUM BELOW
THE FROST LINE.
16. INSTALL GROUND CONDUCTORS AND GROUND ROD MINIMUM OF 1'-O" FROM EQUIPMENT
CONCRETE PAD, SPREAD FOOTING, OR FENCE.
17. EXOTHERMIC WELD GROUND CONNECTION TO FENCE POST: TREAT WITH A COLD GALVANIZED
SPRAY.
18. OBSERVE N.E.C. AND LOCAL UTILITY REQUIREMENTS FOR ELECTRICAL SERVICE GROUNDING
19. GROUNDING ATTACHMENT TO TOWER SHALL BE AS PER MANUFACTURER'S RECOMMENDATIONS
OR AT GROUNDING POINTS PROVIDED (2 MINIMUM)
20. MAXIMUM RESISTANCE OF THE COMPLETED GROUND SYSTEM SHALL NOT EXCEED 5 OHMS.
21. MINIMUM BENDING RADIUS FOR GROUNDING CONDUCTORS IS 8" WHEN BENDING IS
NECESSARY. GROUND CONDUCTORS ARE TO BE AS STRAIGHT AS POSSIBLE.
22. NO SPLICES PERMITTED IN GROUND CONDUCTORS.
23. ENSURE ALL MECHANICAL CONNECTORS ARE TORQUED TO THE MANUFACTURER'S SPECIFIED
VALUES.
24. GROUND BARS SHALL NOT BE FIELD MODIFIED.
25. ALL HORIZONTAL FENCE SECTIONS TO BE GROUNDED WITH 8" SINGLE BARREL GROUND
STRAPS.
26. USE PANI SCHEME FOR LOADING ON MGB AS DISCUSSED IN NSTD 119, 33 & 36.
OEXISTING MASTER GROUND BAR FINAL GROUND LEAD
ANTENNA GROUNDING, #2 AWG STRANDED GREEN
OINSULATED COPPER CONDUCTOR TO COLLECTION
GROUND BAR AT ANTENNA LEVEL OF TOWER
EXISTING COLLECTION GROUND BAR FINAL GROUND
O7 LEAD, #2 AWG STRANDED GREEN INSULATED COPPER
CONDUCTOR TO MASTER GROUND BAR AT BASE OF
TOWER
3 ANTENNA GROUNDING PLANS
SCALE- 1/2" = 1'-0" (22x34), 1/4" = 1'-0" (11x17)
0
NOT USED
ONOT USED
G
NOT USED
11 EXISTING COLLECTION GROUND BAR AT ANTENNA LEVEL
TO ANTENNAS
ANTENNA CABLE 12" TO 24"
RXO TXO RX 1 WEATHERPROOFING KIT
(TYP.) WEATHERPROOFING KIT TF-2-1 /2" O MAX.
JUMPER REQUIRED (SEE NOTE 3
ONLY FOR 1%"0 COAX STANDARD GROUND KIT
OR FOR EASE OF (TYP.) CABLE GROUND KIT
CONNECTION (TYP.) REFER TO NOTE. #6 AWG STRANDED
COPPER GROUND WIRE
CONNECTOR ANTENNA CABLE IN GROUND BAR O
WEATHERPROOFING CABLE TRAY TO ) (SEE
EQUIPMENT LOCATION NOTE 1 & 2)
KIT (TYP.)
REFER TO NOTE 2 (TYP.) CONNECTION OF COAX CABLE GROUND
COLLECTION GROUND KIT TO ANTENNA CABLE
BAR MOUNTED
FROM ANTENNA FRAME #6 AWG NEAR/BELOW ANTENNA.
SUPPORT REFER TO DETAIL 5,
THIS SHT. NOTES:
1. DO NOT INSTALL CABLE GROUND KIT AT A BEND AND
ALWAYS DIRECT GROUND WIRE DOWN TO GROUND BAR.
2. GROUNDING KIT SHALL BE ANDREW SUREGROUND TYPE KIT
FROM ANTENNA MAST #2 AWG STRANDED, WITH TWO -HOLE LUG.
#2 AWG STRANDED, INSULATED COPPER
AIR TERMINALS (WHEN INSULATED COPPER CONDUCTOR BONDED 3. WEATHER PROOFING SHALL BE TWO-PART TAPE KIT, COLD
REQUIRED) CONDUCTOR. TO GROUND WIRE SHRINK SHALL NOT BE USED.
ALONG CABLE TRAY TO
EXTERIOR GROUND BAR.
2 COAXIAL CABLE GROUND WIRE TO GROUND BAR CONNECTION
NOT TO SCALE
STRANDED CU WIRE
WITH GREEN, 60OV,
THHN/THWN
INSULATION. SIZE AS
SPECIFIED PANI SCHEME SPECIFICATIONS:
PRODUCER (P)
TWO -HOLE LUG, CONNECTS TO WIRELESS EQUIPMENT CABINETS, CABLE ENTRANCE
BOLTED TO GROUND GROUND BAR (CEGB), MAIN DISTRIBUTION FRAME GROUND BAR
BAR USING 3/8"-16 x (MDFB) AND STANDBY ENGINE -GENERATOR SET FRAME AND OTHER
1Y4" STAINLESS STEEL NOISE PRODUCING EQUIPMENT
HEX HEAD BOLTS AND HARDWARE. ABSORBER (A)
CONNECTS TO THE EARTH ELECTRODE SYSTEM INCLUDING CENTRAL
P N I OFFICE GROUND GRID, BUILDING STRUCTURAL GROUND, METALLIC
GROUND BAR ON WALL, FLOOR OR ON O O O O O 00
O WATER PIPE SYSTEM, ANTENNA SUPPORTING STRUCTURE GROUND ANTENNA TOWER O SYSTEM, AND ELECTRICAL SERVICE ENTRANCE GROUND
O O O� 0 OO O S
NON-ISOLATED (N)
CONNECTS TO EQUIPMENT NOT IN AN ISOLATED GROUND ZONE (IGZ)
CAD WELD WITH #2 O O O O O O O SUCH AS CBN EQUIPMENT FRAME GROUNDS AND DC GROUND
AWG SOLID TINNED CONDUCTORS FOR DC POWER SYSTEMS THAT SERVE CBN OR BOTH
BARE CU WIRE OR CBN AND IBN EQUIPMENT
STRANDED CU WIRE
WITH GREEN, 60OV, ISOLATED (1)
THHN/THWN INSULATION CONNECTS TO THE SINGLE POINT CONNAMO URR C Fo60IBN
TO ANTENNA GROUND BAR @ BOTTOM OF EQUIPMENT PN1 G
STRUCTURE, BUILDING, TOWERS OR MONOPOLES SHALL RING GROUND OR MGB USE EXOTHERMIC CONNECTION. �+�V
:40 Way
Dept. of t munity DeVelo,> entR W
Permit #
By
Date
4
GROUND BAR CONNECTION DETAIL AND NOTES ro��f
NOT TO SCALE
GENERAL NOTES-
1. ALL CADWELD CONNECTIONS ON GALVANIZED
SURFACES SHALL BE CLEANED THOROUGHLY
AND COVERED WITH TWO (2) COATS OF
SHERWIN WILLIAMS GALVANITE PAINT B35OW3
OR EQUAL.
2. ALL ELECTRICAL CADWELD AND MECHANICAL
GROUND CONNECTIONS WILL HAVE
NON -OXIDATION COMPOUND APPLIED TO
CONNECTION.
3. ANY METAL OBJECTS WITHIN 6 FEET OF THE
EXTERNAL GROUND RING SHALL BE GROUNDED.
4. ALL GROUNDING MATERIALS AND 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
PROCEDUR
F.
#2 AWG STRANDED JUMPER W/
SHORT BAREL COMPESSION LUGS
(T&B #54205 OR #5407), USE
STAR WASHERS, LOCK WASHERS,
AND SHEET METAL SCREWS TO
SECURE TO EXTERNAL GROUND BAR
BY CONTRACTOR.
COAXIAL GROUND KITS W/ LONG
BARREL COMPRESSION LUGS W/
TWO (2) 3/8" BOLTS AND LOCK
WASHERS (TYP.) SUPPLY AND
INSTALLED BY CONTRACTOR.
7/6" DIA. (TYP.)
4" x 10" x Y4" THK.
COPPER
GROUND BAR W/ 4"
INSULATED
STAND OFF. (HANGER
#GBI-14410)
SUPPLY AND INSTALL
BY
CONTRACTOR
#2 AWG INSULATED STRANDED
COPPER CONDUCTOR
DOWNLEAD TO
MASTER GROUND BAR
OR OTHER
FINAL GROUNDING POINT
NOTE:
REFER TO GROUND BAR CONNECTION
DETAIL & NOTE, DETAIL 4 THIS SHEET.
5 COLLECTION GROUND BAR
NOT TO SCALE
SEA-CEEJAY
( AWS-3 MOD )
2101 S 324TH ST
FEDERAL WAY, WA 98003
(((I::
CAMP+
ASSOCIATES
19401 40TH AVE. W., SUITE 304
LYNNWOOD, WA 98036
PHONE: (425) 740-6392
FAX: (425) 224-1614
WWW.CAMPASSOC.COM
[PROJECT MANAGER- EJC
PREPARED BY- WJA
APPROVED BY- EJC
WJA
1/30/17
ISSUED
FOR
FINAL PERMIT
WJA
1/24/17
ISSUED
FOR
PRELIM
REVIEW
WJA
1/4/17
ISSUED
FOR
PRELIM
REVIEW
WJA
12/8/16
ISSUED
FOR
PRELIM
REVIEW
WJA
11/21/16
ISSUED
FOR
PRELIM
REVIEW
�27 REGISTERED
' ARCHI ECT
��UL NI w
TATE OF ASHINGTON
01(30/2017
SHEET NAME
ANTENNA
GROUNDING
AND DETAILS
SHEET NUMBER
-1.0
PROJECT NUMBER
20161498405