APPROVED PLN BLD2023-0511+Building_or_Construction_Plan+4.25.2023_7.32.02_AM+3502776B
i�-4
ALL
a &t .INS
P
CODE
AF
Mobil ityPON
EXISTING 25'-7" STEALTH CUPOLA
AT&T SITE NAME:
HARRISON
AT&T FA NUMBER:
10037166
AT&T SITE ID:
WA6272
RFDS NAME / REVISION:
WASNU2605 / 2.02 / 10/15121
ADDRESS:
9617 FIRDALE AVE
EDMONDS, WA 98020
COUNTY:
SNOHOMISH
JURISDICTION:
CITY OF EDMONDS
TAXLOT NUMBER:
00449900000100
ZONING DESIGNATION:
FVMU
OCCUPANCY CLASSIFICATION:
U
TYPE OF CONSTRUCTION:
II-B
A.D.A. COMPLIANCE:
FACILITY IS UNMANNED AND
NOT FOR HUMAN HABITATION
PROPERTY OWNER:
FIRDALE ASSOCIATES LLC
9617 FIRDALE AVE
EDMONDS, WA 98115
LATITUDE / LONGITUDE:
N 47.7782222'
(NAD83)
W-122.3618639°
GROUND ELEVATION:
±422' AMSL
PACE #1:
MRWOR052781
PACE #2:
MRWOR052569
PACE #3:
MRWOR052583
PTN #1: 3801AOYG34
PTN #2: 3801AOYF4A
PTN #3: 3801AOYFZ2
PROJECT
SUMMARY
1
of
UI
K
d
Work
H
Address
A
=
r
oOn
Owner
M�
=I=
Approved Date
n � o
� Ia
F
Building Official
oa
Permit Number
g�
~gym
E��
maid
V
�e
_o2
UU�
3
RKSUBJECTI FIELD HARRISON
'.OMPLIANCE 2022 5G N R RADIO
FA#: 10037166 / SITE ID: WA6272
PROVED OBTAIN ELECTRICAI 9617 FIRDALE AVE
S MUST BE PERMIT FROM EDMONDS, WA 98020
JOB SITE STATE LABOR & INDUSTRIES SNOHOMISH COUNTY
FROM SEATTLE-TACOMA INTERNA PORT EXPRESSWAY (0.8 MI). KEEP RIGHT FOR EXIT TO WA-518 E/1-5/1-405/SEATTLE/TACOMA AND MERGE ONTO WA-51BE
(0.6 MI). MERGE ONTO WA-518 E (0.7 MI). TAKE THE EXIT ON THE LEFT ONTO I-5 N TOWARD SEATTLE (21.1 MI). TAKE EXIT 176 FOR NE 175TH ST TOWARD SHORELINE (0.7 MI). TURN LEFT ONTOP NE
175TH ST (0.8 MI). TURN RIGHT ONTO AURORA AVE N (1.0 MI). TURN LEFT ONTO N 195TH ST (0.7 MI). TURN RIGHT ONTO 3RD AVE NW (0.5 MI). CONTINUE STRAIGHT AHEAD INTO THE PARKING LOT, SITE
WILL BE ON BEHIND THE BUILDING ON THE RIGHT (NORTH) SIDE OF ROAD.
AT&T MOBILITY PROPOSES CHANGES TO THE EXISTING UNMANNED
TELECOMMUNICATIONS FACILITY WITH THE GENERAL SCOPE OF WORK
DESCRIBED BELOW:
TOWER SCOPE OF WORK:
• REMOVE ALL EXISTING MOUNTS
• INSTALL (3) NOKIA AEQK ANTENNAS
• INSTALL (6) KATHREIN 782 11288 DIPLEXERs
• INSTALL (3) NEW MOUNTS W/MOUNT PIPES
• INSTALL NEW FRP STEEPLE DESIGN BY TRYLON
GROUND SCOPE OF WORK:
• REMOVE (3) KAELUS DBC0135F3V92-1 DIPLEXERs
• REMOVE EXISTING ARGUS DC POWER PLANT & CABINET
• REMOVE (20) EXISTING 145AH BATTERY CELLS
• INSTALL (1) DC12-48-60-0-25E OVP
• INSTALL (1) ASIK & (1) ABIL IN EXISTING SUBRACK C2
• INSTALL (1) AMIA, (3) ABIA, & (1) ASIA IN EXISTING SUBRACK C1
• INSTALL NEW -48V VERTIV NETSURE 512 OUTDOOR DC POWER
PLANT CABINET W/ (11) RECTIFIERS & (2) CONVERTERS.
• REUSE EXISTING BATTERY CABINET & RECONFIGURE W/ (5)
STRINGS OF 180AH BATTERIES (20 TOTAL BATTERIES)
• PROPOSED (N) STEALTH CUPOLA AND MOUNTING FIXTURES
(DESIGNED BY OTHERS) TO BE INSTALLED
NOTE:
THE POWER DESIGN FOR ANY AC ELECTRICAL POWER CANGES IS TO
BE PERFORMED BY OTHERS AND IS SHOWN HERE FOR REFERENCE
PURPOSES ONLY. AT&T IS SOLELY RESPONSIBLE FOR THE
ELECTRICAL POWER DESIGN.
PROJECT DESCRIPTION
f Of Edmonds
Building Department
CELLULAR MODIFICATIONS
9617 FIRDALE AVE
AT&T
05/01 /2
Eri,,Scv -'�
BLD2023-0511
AERIAL
ALL WORK AND MATERIALS SHALL BE PERFORMED AND INSTALLED IN ACCORDANCE WITH THE
CURRENT EDITIONS OF THE FOLLOWING CODES AS ADOPTED BY THE LOCAL GOVERNING
AUTHORITIES. NOTHING IN THESE PLANS IS TO BE CONSTRUCTED TO PERMIT WORK NOT
CONFORMING TO THESE CODES.
BUILDING CODE 2018 WASHINGTON STATE BUILDING CODE (2018 IBC)
MECHANICAL CODE 2018 WASHINGTON STATE MECHANICAL CODE (2018 IMC)
ELECTRICAL CODE 2020 NATIONAL ELECTRICAL CODE (2020 NFPA 70)
FIRE CODE 2018 WASHINGTON STATE FIRE CODE (2018 IFC)
ACCESSIBILITY REQUIREMENTS:
FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION. HANDICAPPED ACCESS
REQUIREMENTS ARE NOT REQUIRED IN ACCORDANCE WITH THE 2018 IBC BUILDING CODE.
APPLICABLE CODES
APPLICANT ZONING MANAGER
AT&T MOBILITY THOMAS MCMULLIN
19801 SW 72 AVENUE, SUITE 200 THOMAS.MCMULLIN@MASTEC.COM
TUALATIN, OR 97062 PHONE: 630-228-6229 (EXT. 426229)
ADDRESS: 22263 68TH AVENUE SOUTH
PROJECT MANAGER KENT, WA 98032
ROBERT LEIGHTON
PHONE: 206-817-0733 ENGINEER
COMPANY: MASTEC NETWORK SOLUTIONS GPD GROUP
ADDRESS: 22263 68TH AVENUE SOUTH PROFESSIONAL CORPORATION
KENT, WA 98032 520 SOUTH MAIN STREET, SUITE 2531
CONSTRUCTION MANAGER AKRON, OH 44311
CONSTRUCTION
L TION MANAGER
CONTACT: CHAD BURTON, 330-572-2100
MICHAM ICHAEL.SUTH ERBY@MASTEC.COM
PHONE: 231-527-5269
PROJECT TEAM
SITE
SHEET NUMBER
DESCRIPTION
T-1
TITLE SHEET
N-1
GENERAL NOTES
N-2
ELECTRICAL NOTES
C-1
OVERALL SITE PLAN
C-2
COMPOUND PLAN
C-3
EXISTING & PROPOSED EQUIPMENT PLANS
C-4
EXISTING & PROPOSED TOWER ELEVATIONS
C-5
EXISTING & PROPOSED ANTENNA PLANS
C-6
EXISTING & PROPOSED EQUIPMENT SCHEDULES
C-7
EQUIPMENT SPECIFICATIONS
C-8
DC POWER PLANT SPECIFICATIONS
G-1
GROUNDING SCHEMATIC
G-2
GROUNDING DETAILS
RF-1
RF PLUMBING DIAGRAM
RF-2
RF PLUMBING DIAGRAM
RF-3
RF PLUMBING DIAGRAM
ATTACHMENTS
S-1
FRP STEEPLE DESIGN (BY TRYLON)
S-2
CONNECTION DETAILS (BY TRYLON)
SHEETINDEX
STRUCTURAL ANALYSIS BY: TRYLON
DATED: 02/28/2023
MOUNT ANALYSIS BY: BY OTHERS
DATED: PENDING
ALL DRAWINGS CONTAINED HEREIN ARE FORMATTED FOR 22"x34".
CONTRACTOR SHALL VERIFY ALL PLANS AND EXISTING DIMENSION AND
CONDITIONS ON THE JOB SITE AND SHALL IMMEDIATELY NOTIFY THE
ENGINEER IN WRITING OF ANY DISCREPANCIES BEFORE PROCEEDING
WITH THE WORK OR BE RESPONSIBLE FOR SAME.
REFERENCE DOCUMENTS
®CALL WASHINGTON ONE CALL
CALL 3 WORKING DAYS
BEFORE YOU DIG!
AO
GPD GROUP
Professional Corporation
5205o h Main StteIt, 5uite2531
Akron, OH 311
330.572.2100 Fox 330.572.2101
iV �t
7i Mobility
19801 SW 72ND AVENUE, STE. 200
TUALATIN, OR 97062
41asTec
Network Solutions
22263 68TH AVENUE SOUTH
KENT, WA 98032
w
z
w z W
dw
x 2 U
U o oLU
o
O a O
LL LL
w wn w
m w m
UJ
m � m
o a
ly a m U
RECEIVED
Apr 25 2023
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
TELECOM SEAL
o F—
Z > o
LLI
O ILI
w
N -j a
LU
Q �o J
2 a)o -
W i=
ISSUED FOR:
REVIEW
12/14/21
—
TION
L
DESIGNER
rMANAGER
B
MAS
GPD JOB NO.
2021723.06.74953.01
T=1
SITE ACTIVITY REQUIREMENTS:
1. NOTICE TO PROCEED- NO WORK SHALL COMMENCE PRIOR TO WRITTEN NOTICE TO PROCEED (NTP) AND THE
ISSUANCE OF A PURCHASE ORDER. PRIOR TO ACCESSING/ENTERING THE SITE YOU MUST CONTACT THE THE
CONSTRUCTION MANAGER.
2. PRIOR TO THE START OF CONSTRUCTION, ALL REQUIRED JURISDICTIONAL PERMITS SHALL BE OBTAINED. THIS
INCLUDES, BUT IS NOT LIMITED TO, BUILDING, ELECTRICAL, MECHANICAL, FIRE, FLOOD ZONE, ENVIRONMENTAL, AND
ZONING. AFTER ONSITE ACTIVITIES AND CONSTRUCTION ARE COMPLETED, ALL REQUIRED PERMITS SHALL BE
SATISFIED AND CLOSED OUT ACCORDING TO LOCAL JURISDICTIONAL REQUIREMENTS.
3. ALL CONSTRUCTION MEANS AND METHODS; INCLUDING BUT NOT LIMITED TO, ERECTION PLANS, RIGGING PLANS,
CLIMBING PLANS, AND RESCUE PLANS SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR RESPONSIBLE
FOR THE EXECUTION OF THE WORK CONTAINED HEREIN, AND SHALL MEET ANSI/ASSE A10.48 (LATEST EDITION);
FEDERAL, STATE, AND LOCAL REGULATIONS; AND ANY APPLICABLE INDUSTRY CONSENSUS STANDARDS RELATED TO
THE CONSTRUCTION ACTIVITIES BEING PERFORMED. ALL RIGGING PLANS SHALL ADHERE TO ANSI/ASSE A10.48 (LATEST
EDITION) AND STANDARD CED-STD-10253, INCLUDING THE REQUIRED INVOLVEMENT OF AQUALIFIED ENGINEER FOR
CLASS IV CONSTRUCTION, TO CERTIFY THE SUPPORTING STRUCTURE(S) IN ACCORDANCE WITH ANSI/TIA-322 (LATEST
EDITION).
4. ALL SITE WORK TO COMPLY WITH QAS-STD-10068 "INSTALLATION STANDARDS FOR CONSTRUCTION ACTIVITIES ON
TOWER SITE" AND LATEST VERSION OF ANSI/TIA-1019-A-2012 "STANDARD FOR INSTALLATION, ALTERATION, AND
MAINTENANCE OF ANTENNA SUPPORTING STRUCTURES AND ANTENNAS."
5. IF THE SPECIFIED EQUIPMENT CAN NOT BE INSTALLED AS SHOWN ON THESE DRAWINGS, THE CONTRACTOR SHALL
PROPOSE AN ALTERNATIVE INSTALLATION FOR APPROVAL BY PRIOR TO PROCEEDING WITH ANY SUCH CHANGE OF
INSTALLATION.
6. ALL MATERIALS FURNISHED AND INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES,
REGULATIONS AND ORDINANCES. CONTRACTOR SHALL ISSUE ALL APPROPRIATE NOTICES AND COMPLY WITH ALL
LAWS, ORDINANCES, RULES, REGULATIONS AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY REGARDING THE
PERFORMANCE OF THE WORK. ALL WORK CARRIED OUT SHALL COMPLY WITH ALL APPLICABLE MUNICIPAL AND UTILITY
COMPANY SPECIFICATIONS AND LOCAL JURISDICTIONAL CODES, ORDINANCES AND APPLICABLE REGULATIONS.
7. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURER'S
RECOMMENDATIONS UNLESS SPECIFICALLY STATED OTHERWISE.
8. THE CONTRACTOR SHALL CONTACT UTILITY LOCATING SERVICES PRIOR TO THE START OF CONSTRUCTION.
9. ALL EXISTING ACTIVE SEWER, WATER, GAS, ELECTRIC AND OTHER UTILITIES WHERE ENCOUNTERED IN THE WORK,
SHALL BE PROTECTED AT ALL TIMES AND WHERE REQUIRED FOR THE PROPER EXECUTION OF THE WORK, SHALL BE
RELOCATED AS DIRECTED BY CONTRACTOR. EXTREME CAUTION SHOULD BE USED BY THE CONTRACTOR WHEN
EXCAVATING OR DRILLING PIERS AROUND OR NEAR UTILITIES. CONTRACTOR SHALL PROVIDE SAFETY TRAINING FOR
THE WORKING CREW. THIS WILL INCLUDE BUT NOT BE LIMITED TO A) FALL PROTECTION B) CONFINED SPACE C)
ELECTRICAL SAFETY D) TRENCHING AND EXCAVATION E) CONSTRUCTION SAFETY PROCEDURES.
10. ALL SITE WORK SHALL BE AS INDICATED ON THE STAMPED CONSTRUCTION DRAWINGS AND PROJECT SPECIFICATIONS,
LATEST APPROVED REVISION.
11. CONTRACTOR SHALL KEEP THE SITE FREE FROM ACCUMULATING WASTE MATERIAL, DEBRIS, AND TRASH AT THE
COMPLETION OF THE WORK. IF NECESSARY, RUBBISH, STUMPS, DEBRIS, STICKS, STONES AND OTHER REFUSE SHALL
BE REMOVED FROM THE SITE AND DISPOSED OF LEGALLY.
12. ALL EXISTING INACTIVE SEWER, WATER, GAS, ELECTRIC AND OTHER UTILITIES, WHICH INTERFERE WITH THE
EXECUTION OF THE WORK, SHALL BE REMOVED AND/OR CAPPED, PLUGGED OR OTHERWISE DISCONTINUED AT POINTS
WHICH WILL NOT INTERFERE WITH THE EXECUTION OF THE WORK, SUBJECT TO THE APPROVAL OF CONTRACTOR,
TOWER OWNER, , AND/OR LOCAL UTILITIES.
13. THE CONTRACTOR SHALL PROVIDE SITE SIGNAGE IN ACCORDANCE WITH THE TECHNICAL SPECIFICATION FOR SITE
SIGNAGE REQUIRED BY LOCAL JURISDICTION AND SIGNAGE REQUIRED ON INDIVIDUAL PIECES OF EQUIPMENT, ROOMS,
AND SHELTERS.
14. THE SITE SHALL BE GRADED TO CAUSE SURFACE WATER TO FLOW AWAY FROM THE CARRIER'S EQUIPMENT AND
TOWER AREAS.
15. THE SUB GRADE SHALL BE COMPACTED AND BROUGHT TO A SMOOTH UNIFORM GRADE PRIOR TO FINISHED SURFACE
APPLICATION.
16. THE AREAS OF THE OWNERS PROPERTY DISTURBED BY THE WORK AND NOT COVERED BY THE TOWER, EQUIPMENT OR
DRIVEWAY, SHALL BE GRADED TO A UNIFORM SLOPE, AND STABILIZED TO PREVENT EROSION AS SPECIFIED ON THE
CONSTRUCTION DRAWINGS AND/OR PROJECT SPECIFICATIONS.
17. CONTRACTOR SHALL MINIMIZE DISTURBANCE TO EXISTING SITE DURING CONSTRUCTION. EROSION CONTROL
MEASURES, IF REQUIRED DURING CONSTRUCTION, SHALL BE IN CONFORMANCE WITH THE LOCAL GUIDELINES FOR
EROSION AND SEDIMENT CONTROL.
18. THE CONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS, PAVEMENTS, CURBS, LANDSCAPING AND STRUCTURES.
ANY DAMAGED PART SHALL BE REPAIRED AT CONTRACTOR'S EXPENSE TO THE SATISFACTION OF OWNER.
19. CONTRACTOR SHALL LEGALLY AND PROPERLY DISPOSE OF ALL SCRAP MATERIALS SUCH AS COAXIAL CABLES AND
OTHER ITEMS REMOVED FROM THE EXISTING FACILITY. ANTENNAS REMOVED SHALL BE RETURNED TO THE OWNER'S
DESIGNATED LOCATION.
20. CONTRACTOR SHALL LEAVE PREMISES IN CLEAN CONDITION. TRASH AND DEBRIS SHOULD BE REMOVED FROM SITE ON
A DAILY BASIS.
21. NO FILL OR EMBANKMENT MATERIAL SHALL BE PLACED ON FROZEN GROUND. FROZEN MATERIALS, SNOW OR ICE
SHALL NOT BE PLACED IN ANY FILL OR EMBANKMENT.
GENERAL NOTES:
1. FOR THE PURPOSE OF CONSTRUCTION DRAWING, THE FOLLOWING DEFINITIONS SHALL APPLY:
CONTRACTOR: GENERAL CONTRACTOR RESPONSIBLE FOR CONSTRUCTION
CARRIER: AT&T MOBILITY
TOWEROWNER: FIRDALE ASSOCIATES LLC
2. THESE DRAWINGS HAVE BEEN PREPARED USING STANDARDS OF PROFESSIONAL CARE AND COMPLETENESS NORMALLY EXERCISED
UNDER SIMILAR CIRCUMSTANCES BY REPUTABLE ENGINEERS IN THIS OR SIMILAR LOCALITIES. IT IS ASSUMED THAT THE WORK
DEPICTED WILL BE PERFORMED BY AN EXPERIENCED CONTRACTOR AND/OR WORKPEOPLE WHO HAVE A WORKING KNOWLEDGE OF
THE APPLICABLE CODE STANDARDS AND REQUIREMENTS AND OF INDUSTRY ACCEPTED STANDARD GOOD PRACTICE. AS NOT
EVERY CONDITION OR ELEMENT IS (OR CAN BE) EXPLICITLY SHOWN ON THESE DRAWINGS, THE CONTRACTOR SHALL USE INDUSTRY
ACCEPTED STANDARD GOOD PRACTICE FOR MISCELLANEOUS WORK NOT EXPLICITLY SHOWN.
3. THESE DRAWINGS REPRESENT THE FINISHED STRUCTURE. THEY DO NOT INDICATE THE MEANS OR METHODS OF CONSTRUCTION.
THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, AND
PROCEDURES. THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY FOR PROTECTION OF LIFE AND PROPERTY DURING
CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, BUT NOT BE LIMITED TO, BRACING, FORMWORK, SHORING, ETC. SITE VISITS BY
THE ENGINEER OR HIS REPRESENTATIVE WILL NOT INCLUDE INSPECTION OF THESE ITEMS AND IS FOR STRUCTURAL OBSERVATION
OF THE FINISHED STRUCTURE ONLY.
4. NOTES AND DETAILS IN THE CONSTRUCTION DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS.
WHERE NO DETAILS ARE SHOWN, CONSTRUCTION SHALL CONFORM TO SIMILAR WORK ON THE PROJECT, AND/OR AS PROVIDED FOR
IN THE CONTRACT DOCUMENTS. WHERE DISCREPANCIES OCCUR BETWEEN PLANS, DETAILS, GENERAL NOTES, AND
SPECIFICATIONS, THE GREATER, MORE STRICT REQUIREMENTS, SHALL GOVERN. IF FURTHER CLARIFICATION IS REQUIRED
CONTACT THE ENGINEER OF RECORD.
5. SUBSTANTIAL EFFORT HAS BEEN MADE TO PROVIDE ACCURATE DIMENSIONS AND MEASUREMENTS ON THE DRAWINGS TO ASSIST IN
THE FABRICATION AND/OR PLACEMENT OF CONSTRUCTION ELEMENTS BUT IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR
TO FIELD VERIFY THE DIMENSIONS, MEASUREMENTS, AND/OR CLEARANCES SHOWN IN THE CONSTRUCTION DRAWINGS PRIOR TO
FABRICATION OR CUTTING OF ANY NEW OR EXISTING CONSTRUCTION ELEMENTS. IF IT IS DETERMINED THAT THERE ARE
DISCREPANCIES AND/OR CONFLICTS WITH THE CONSTRUCTION DRAWINGS THE ENGINEER OF RECORD IS TO BE NOTIFIED AS SOON
AS POSSIBLE.
6. PRIOR TO THE SUBMISSION OF BIDS, THE BIDDING CONTRACTOR SHALL VISIT THE CELL SITE TO FAMILIARIZE WITH THE EXISTING
CONDITIONS AND TO CONFIRM THAT THE WORK CAN BE ACCOMPLISHED AS SHOWN ON THE CONSTRUCTION DRAWINGS. ANY
DISCREPANCY FOUND SHALL BE BROUGHT TO THE ATTENTION OF AT&T.
7. ALL MATERIALS FURNISHED AND INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES, REGULATIONS AND
ORDINANCES. CONTRACTOR SHALL ISSUE ALL APPROPRIATE NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, RULES,
REGULATIONS AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY REGARDING THE PERFORMANCE OF THE WORK. ALL WORK
CARRIED OUT SHALL COMPLY WITH ALL APPLICABLE MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS AND LOCAL
JURISDICTIONAL CODES, ORDINANCES AND APPLICABLE REGULATIONS.
8. UNLESS NOTED OTHERWISE, THE WORK SHALL INCLUDE FURNISHING MATERIALS, EQUIPMENT, APPURTENANCES AND LABOR
NECESSARY TO COMPLETE ALL INSTALLATIONS AS INDICATED ON THE DRAWINGS.
9. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS
UNLESS SPECIFICALLY STATED OTHERWISE.
10. IF THE SPECIFIED EQUIPMENT CAN NOT BE INSTALLED AS SHOWN ON THESE DRAWINGS, THE CONTRACTOR SHALL PROPOSE AN
ALTERNATIVE INSTALLATION FOR APPROVAL BY THE CARRIER AND AT&T PRIOR TO PROCEEDING WITH ANY SUCH CHANGE OF
INSTALLATION.
11. CONTRACTOR IS TO PERFORM A SITE INVESTIGATION AND IS TO DETERMINE THE BEST ROUTING OF ALL CONDUITS FOR POWER,
AND TELCO AND FOR GROUNDING CABLES AS SHOWN IN THE POWER, TELCO, AND GROUNDING PLAN DRAWINGS.
12. THE CONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS, PAVEMENTS, CURBS, LANDSCAPING AND STRUCTURES. ANY
DAMAGED PART SHALL BE REPAIRED AT CONTRACTOR'S EXPENSE TO THE SATISFACTION OF AT&T
13. CONTRACTOR SHALL LEGALLY AND PROPERLY DISPOSE OF ALL SCRAP MATERIALS SUCH AS COAXIAL CABLES AND OTHER ITEMS
REMOVED FROM THE EXISTING FACILITY. ANTENNAS REMOVED SHALL BE RETURNED TO THE OWNER'S DESIGNATED LOCATION.
14. CONTRACTOR SHALL LEAVE PREMISES IN CLEAN CONDITION. TRASH AND DEBRIS SHOULD BE REMOVED FROM SITE ON A DAILY
BASIS.
/O
GPD GROUP
Professional Corporation
5205o h Main StteIt, 5uite2531
Akron, OH"311
330.572.2100 Fox 330.572.2101
IL
WFMobility
19801 SW 72ND AVENUE, STE. 200
TUALATIN, OR 97062
41asTec
Network Solutions
22263 68TH AVENUE SOUTH
KENT, WA 98032
w
Z
O w z K
EL >w
K U
U o 00 0
O a O
LL O LL
w wn w
m w m
m � m
o a
IL Q m U
RECEIVED
Apr 25 2023
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
TELECOM SEAL
O F-
Z >O
0 w
N Q Z
a� J
a U) NQ
Li LL Z 1.6
Q O
2 a)o W
w Z
W
0
ISSUED FOR:
REVIEW
12/14/21
PERMIT
-
CONSTRUCTION
---
RECORD
DESIGNER
r77�
MAS
GPD JOB NO.
2021723.06.74953.01
N-1
ELECTRICAL INSTALLATION NOTES:
1. ALL ELECTRICAL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS, NEC AND ALL APPLICABLE FEDERAL,
STATE, AND LOCAL CODES/ORDINANCES.
2. CONDUIT ROUTINGS ARE SCHEMATIC. CONTRACTOR SHALL INSTALL CONDUITS SO THAT ACCESS TO EQUIPMENT IS NOT BLOCKED AND TRIP
HAZARDS ARE ELIMINATED.
3. WIRING, RACEWAY AND SUPPORT METHODS AND MATERIALS SHALL COMPLY WITH THE REQUIREMENTS OF THE NEC.
4. ALL CIRCUITS SHALL BE SEGREGATED AND MAINTAIN MINIMUM CABLE SEPARATION AS REQUIRED BY THE NEC.
4.1. ALL EQUIPMENT SHALL BEAR THE UNDERWRITERS LABORATORIES LABEL OF APPROVAL, AND SHALL CONFORM TO REQUIREMENT OF THE
NATIONAL ELECTRICAL CODE.
4.2. ALL OVERCURRENT DEVICES SHALL HAVE AN INTERRUPTING CURRENT RATING THAT SHALL BE GREATER THAN THE SHORT CIRCUIT
CURRENT TO WHICH THEY ARE SUBJECTED, 22,000 AIC MINIMUM. VERYIFY AVAILABLE SHORT CIRCUIT CURRENT DOES NOT EXCEED THE
RATING OF ELECTRICAL EQUIPMENT IN ACCORDANCE WITH ARTICLE 110.24 NEC OR THE MOST CURRENT ADOPTED CODE PRE THE
GOVERNING JURISDICTION.
5. EACH END OF EVERY POWER PHASE CONDUCTOR, GROUNDING CONDUCTOR, AND TELCO CONDUCTOR OR CABLE SHALL BE LABELED WITH
COLOR -CODED INSULATION OR ELECTRICAL TAPE (3M BRAND, 1/2" PLASTIC ELECTRICAL TAPE WITH UV PROTECTION, OR EQUAL). THE
IDENTIFICATION METHOD SHALL CONFORM WITH NEC AND OSHA.
6. ALL ELECTRICAL COMPONENTS SHALL BE CLEARLY LABELED WITH LAMICOID TAGS SHOWING THEIR RATED VOLTAGE, PHASE CONFIGURATION,
WIRE CONFIGURATION, POWER OR AMPACITY RATING AND BRANCH CIRCUIT ID NUMBERS (i.e. PANEL BOARD AND CIRCUIT ID'S).
7. PANEL BOARDS (ID NUMBERS) SHALL BE CLEARLY LABELED WITH PLASTIC LABELS.
8. ALL TIE WRAPS SHALL BE CUT FLUSH WITH APPROVED CUTTING TOOL TO REMOVE SHARP EDGES.
9. ALL POWER AND EQUIPMENT GROUND WIRING IN TUBING OR CONDUIT SHALL BE SINGLE COPPER CONDUCTOR (#14 OR LARGER) WITH TYPE
THHW, THWN, THWN-2, XHHW, XHHW-2, THW, THW-2, RHW, OR RHW-2 INSULATION UNLESS OTHERWISE SPECIFIED.
10. SUPPLEMENTAL EQUIPMENT GROUND WIRING LOCATED INDOORS SHALL BE SINGLE COPPER CONDUCTOR (#6 OR LARGER) WITH TYPE THHW,
THWN, THWN-2, XHHW, XHHW-2, THW, THW-2, RHW, OR RHW-2 INSULATION UNLESS OTHERWISE SPECIFIED.
11. POWER AND CONTROL WIRING IN FLEXIBLE CORD SHALL BE MULTI -CONDUCTOR, TYPE SOOW CORD (#14 OR LARGER) UNLESS OTHERWISE
SPECIFIED.
12. POWER AND CONTROL WIRING FOR USE IN CABLE TRAY SHALL BE MULTI -CONDUCTOR, TYPE TC CABLE (#14 OR LARGER), WITH TYPE THHW,
THWN, THWN-2, XHHW, XHHW-2, THW, THW-2, RHW, OR RHW-2 INSULATION UNLESS OTHERWISE SPECIFIED.
13. ALL POWER AND GROUNDING CONNECTIONS SHALL BE CRIMP -STYLE, COMPRESSION WIRE LUGS AND WIRE NUTS BY THOMAS AND BETTS (OR
EQUAL). LUGS AND WIRE NUTS SHALL BE RATED FOR OPERATION NOT LESS THAN 75° C (90° C IF AVAILABLE).
14. RACEWAY AND CABLE TRAY SHALL BE LISTED OR LABELED FOR ELECTRICAL USE IN ACCORDANCE WITH NEMA, UL, ANSI/IEEE AND NEC.
15. ELECTRICAL METALLIC TUBING (EMT), INTERMEDIATE METAL CONDUIT (IMC), OR RIGID METAL CONDUIT (RMC) SHALL BE USED FOR EXPOSED
INDOOR LOCATIONS.
16. ELECTRICAL METALLIC TUBING (EMT) OR METAL -CLAD CABLE (MC) SHALL BE USED FOR CONCEALED INDOOR LOCATIONS.
17. SCHEDULE 40 PVC UNDERGROUND ON STRAIGHTS AND SCHEDULE 80 PVC FOR ALL ELBOWS/90s AND ALL APPROVED ABOVE GRADE PVC
CONDUIT,
18. LIQUID -TIGHT FLEXIBLE METALLIC CONDUIT (LIQUID-TITE FLEX) SHALL BE USED INDOORS AND OUTDOORS, WHERE VIBRATION OCCURS OR
FLEXIBILITY IS NEEDED.
19. CONDUIT AND TUBING FITTINGS SHALL BE THREADED OR COMPRESSION -TYPE AND APPROVED FOR THE LOCATION USED. SET SCREW FITTINGS
ARE NOT ACCEPTABLE.
20. CABINETS, BOXES AND WIRE WAYS SHALL BE LABELED FOR ELECTRICAL USE IN ACCORDANCE WITH NEMA, UL, ANSI/IEEE AND THE NEC.
21. WIREWAYS SHALL BE METAL WITH AN ENAMEL FINISH AND INCLUDE A HINGED COVER, DESIGNED TO SWING OPEN DOWNWARDS (WIREMOLD
SPECMATE WIREWAY).
22. SLOTTED WIRING DUCT SHALL BE PVC AND INCLUDE COVER (PANDUIT TYPE E OR EQUAL).
23. CONDUITS SHALL BE FASTENED SECURELY IN PLACE WITH APPROVED NON -PERFORATED STRAPS AND HANGERS. EXPLOSIVE DEVICES (i.e.
POWDER -ACTUATED) FOR ATTACHING HANGERS TO STRUCTURE WILL NOT BE PERMITTED. CLOSELY FOLLOW THE LINES OF THE STRUCTURE,
MAINTAIN CLOSE PROXIMITY TO THE STRUCTURE AND KEEP CONDUITS IN TIGHT ENVELOPES. CHANGES IN DIRECTION TO ROUTE AROUND
OBSTACLES SHALL BE MADE WITH CONDUIT OUTLET BODIES. CONDUIT SHALL BE INSTALLED IN A NEAT AND WORKMANLIKE MANNER. PARALLEL
AND PERPENDICULAR TO STRUCTURE WALL AND CEILING LINES. ALL CONDUIT SHALL BE FISHED TO CLEAR OBSTRUCTIONS. ENDS OF CONDUITS
SHALL BE TEMPORARILY CAPPED FLUSH TO FINISH GRADE TO PREVENT CONCRETE, PLASTER OR DIRT FROM ENTERING. CONDUITS SHALL BE
RIGIDLY CLAMPED TO BOXES BY GALVANIZED MALLEABLE IRON BUSHING ON INSIDE AND GALVANIZED MALLEABLE IRON LOCKNUT ON OUTSIDE
AND INSIDE.
24. EQUIPMENT CABINETS, TERMINAL BOXES, JUNCTION BOXES AND PULL BOXES SHALL BE GALVANIZED OR EPDXY -COATED SHEET STEEL. SHALL
MEET OR EXCEED UL 50 AND BE RATED NEMA 1 (OR BETTER) FOR INTERIOR LOCATIONS AND NEMA 3R (OR BETTER) FOR EXTERIOR LOCATIONS.
25. METAL RECEPTACLE, SWITCH AND DEVICE BOXES SHALL BE GALVANIZED, EPDXY -COATED OR NON -CORRODING; SHALL MEET OR EXCEED UL
514A AND NEMA OS 1 AND BE RATED NEMA 1 (OR BETTER) FOR INTERIOR LOCATIONS AND WEATHER PROTECTED (WP OR BETTER) FOR
EXTERIOR LOCATIONS.
26. NONMETALLIC RECEPTACLE, SWITCH AND DEVICE BOXES SHALL MEET OR EXCEED NEMA OS 2 (NEWEST REVISION) AND BE RATED NEMA 1 (OR
BETTER) FOR INTERIOR LOCATIONS AND WEATHER PROTECTED (WP OR BETTER) FOR EXTERIOR LOCATIONS.
27. THE CONTRACTOR SHALL NOTIFY AND OBTAIN NECESSARY AUTHORIZATION FROM THE CARRIER AND/OR AT&T BEFORE COMMENCING WORK
ON THE AC POWER DISTRIBUTION PANELS.
28. THE CONTRACTOR SHALL PROVIDE NECESSARY TAGGING ON THE BREAKERS, CABLES AND DISTRIBUTION PANELS IN ACCORDANCE WITH THE
APPLICABLE CODES AND STANDARDS TO SAFEGUARD LIFE AND PROPERTY.
29. INSTALL LAMICOID LABEL ON THE METER CENTER TO SHOW "AT&T'.
30. ALL EMPTY/SPARE CONDUITS THAT ARE INSTALLED ARE TO HAVE A METERED MULE TAPE PULL CORD INSTALLED.
CONDUCTOR COLOR CODE
SYSTEM
CONDUCTOR
COLOR
120/240V, 10
A PHASE
BLACK
B PHASE
RED
NEUTRAL
WHITE
GROUND
GREEN
120/208V, 30
A PHASE
BLACK
B PHASE
RED
C PHASE
BLUE
NEUTRAL
WHITE
GROUND
GREEN
277/480V, 30
A PHASE
BROWN
B PHASE
ORANGE OR PURPLE
C PHASE
YELLOW
NEUTRAL
GREY
GROUND
GREEN
DC VOLTAGE
POS (+)
RED"`
NEG (-)
BLACK`•
SEE NEC 210.5(C)(1) AND (2)
POLARITY MARKED AT TERMINATION
ABBREVIATIONS:
ANT ANTENNA
(E) EXISTING
FIF FACILITY INTERFACE FRAME
GEN GENERATOR
GPS GLOBAL POSITIONING SYSTEM
GSM GLOBAL SYSTEM FOR MOBILE
LTE LONG TERM EVOLUTION
MGB MASTER GROUND BAR
MW MICROWAVE
(N) NEW
NEC NATIONAL ELECTRIC CODE
(P) PROPOSED
PP POWER PLANT
QTY QUANTITY
RECT RECTIFIER
RBS RADIO BASE STATION
RET REMOTE ELECTRIC TILT
RFDS RADIO FREQUENCY DATA SHEET
RRH REMOTE RADIO HEAD
RRU REMOTE RADIO UNIT
SIAD SMART INTEGRATED DEVICE
TMA TOWER MOUNTED AMPLIFIER
TYP TYPICAL
UMTS UNIVERSAL MOBILE TELECOMMUNICATIONS SYSTEM
W.P. WORK POINT
APWA UNIFORM COLOR CODE:
WHITE PROPOSED EXCAVATION
PINK TEMPORARY SURVEY MARKINGS
RED ELECTRIC POWER LINES, CABLES,
CONDUIT, AND LIGHTING CABLES
YELLOW GAS, OIL, STEAM, PETROLEUM, OR
GASEOUS MATERIALS
ORACOMMUNICATION, ALARM OR SIGNAL LINES,
NGE
CABLES, OR CONDUIT AND TRAFFIC LOOPS
- POTABLE WATER
RECLAIMED WATER, IRRIGATION, AND
SLURRY LINES
- SEWERS AND DRAIN LINES
GREENFIELD GROUNDING NOTES:
1. ALL GROUND ELECTRODE SYSTEMS (INCLUDING TELECOMMUNICATION, RADIO, LIGHTNING PROTECTION AND AC POWER GES-S) SHALL BE BONDED TOGETHER AT OR BELOW GRADE, BY TWO OR MORE COPPER BONDING CONDUCTORS IN
ACCORDANCE WITH THE NEC.
2. THE CONTRACTOR SHALL PERFORM IEEE FALL-OF-POTENTAL RESISTANCE TO EARTH TESTING (PER IEEE 1100 AND 81) FOR GROUND ELECTRODE SYSTEMS, THE CONTRACTOR SHALL FURNISH AND INSTALL SUPPLEMENTAL GROUND
ELECTRODES AS NEEDED TO ACHIEVE A TEST RESULT OF 5 OHMS OR LESS.
3. 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 AND
PROVIDE TESTING RESULTS.
4. METAL CONDUIT AND TRAY SHALL BE GROUNDED AND MADE ELECTRICALLY CONTINUOUS WITH LISTED BONDING FITTINGS OR BY BONDING ACROSS THE DISCONTINUITY WITH #6 COPPER WIRE UL APPROVED GROUNDING TYPE CONDUIT
CLAMPS.
5. METAL RACEWAY SHALL NOT BE USED AS THE NEC REQUIRED EQUIPMENT GROUND CONDUCTOR. STRANDED COPPER CONDUCTORS WITH GREEN INSULATION, SIZED IN ACCORDANCE WITH THE NEC, SHALL BE FURNISHED AND INSTALLED
WITH THE POWER CIRCUITS TO BTS EQUIPMENT.
6. EACH CABINET FRAME SHALL BE DIRECTLY CONNECTED TO THE MASTER GROUND BAR WITH GREEN INSULATED SUPPLEMENTAL EQUIPMENT GROUND WIRES, #6 STRANDED COPPER OR LARGER FOR INDOOR BTS; #2 BARE SOLID TINNED
COPPER FOR OUTDOOR BTS.
7. CONNECTIONS TO THE GROUND BUS SHALL NOT BE DOUBLED UP OR STACKED BACK TO BACK CONNECTIONS ON OPPOSITE SIDE OF THE GROUND BUS ARE PERMITTED.
8. ALL EXTERIOR GROUND CONDUCTORS BETWEEN EQUIPMENT/GROUND BARS AND THE GROUND RING SHALL BE #2 SOLID TINNED COPPER UNLESS OTHERWISE INDICATED.
9. ALUMINUM CONDUCTOR OR COPPER CLAD STEEL CONDUCTOR SHALL NOT BE USED FOR GROUNDING CONNECTIONS.
10. USE OF 90" BENDS IN THE PROTECTION GROUNDING CONDUCTORS SHALL BE AVOIDED WHEN 45" BENDS CAN BE ADEQUATELY SUPPORTED.
11. EXOTHERMIC WELDS SHALL BE USED FOR ALL GROUNDING CONNECTIONS BELOW GRADE.
12. ALL GROUND CONNECTIONS ABOVE GRADE (INTERIOR AND EXTERIOR) SHALL BE FORMED USING HIGH PRESS CRIMPS.
13. COMPRESSION GROUND CONNECTIONS MAY BE REPLACED BY EXOTHERMIC WELD CONNECTIONS.
14. ICE BRIDGE BONDING CONDUCTORS SHALL BE EXOTHERMICALLY BONDED OR BOLTED TO THE BRIDGE AND THE TOWER GROUND BAR.
15. APPROVED ANTIOXIDANT COATINGS (i.e. CONDUCTIVE GEL OR PASTE) SHALL BE USED ON ALL COMPRESSION AND BOLTED GROUND CONNECTIONS.
16. ALL EXTERIOR GROUND CONNECTIONS SHALL BE COATED WITH A CORROSION RESISTANT MATERIAL.
17. MISCELLANEOUS ELECTRICAL AND NON -ELECTRICAL METAL BOXES, FRAMES AND SUPPORTS SHALL BE BONDED TO THE GROUND RING, IN ACCORDANCE WITH THE NEC.
18. BOND ALL METALLIC OBJECTS WITHIN 6 ft OF MAIN GROUND RING WITH (1) #2 BARE SOLID TINNED COPPER GROUND CONDUCTOR.
19. GROUND CONDUCTORS USED FOR THE FACILITY GROUNDING AND LIGHTNING PROTECTION SYSTEMS SHALL NOT BE ROUTED THROUGH METALLIC OBJECTS THAT FORM A RING AROUND THE CONDUCTOR, SUCH AS METALLIC CONDUITS,
METAL SUPPORT CLIPS OR SLEEVES THROUGH WALLS OR FLOORS. WHEN IT IS REQUIRED TO BE HOUSED IN CONDUIT TO MEET CODE REQUIREMENTS OR LOCAL CONDITIONS, NON-METALLIC MATERIAL SUCH AS PVC CONDUIT SHALL BE
USED. WHERE USE OF METAL CONDUIT IS UNAVOIDABLE (i.e., NONMETALLIC CONDUIT PROHIBITED BY LOCAL CODE) THE GROUND CONDUCTOR SHALL BE BONDED TO EACH END OF THE METAL CONDUIT.
20. ALL GROUNDS THAT TRANSITION FROM BELOW GRADE TO ABOVE GRADE MUST BE #2 BARE SOLID TINNED COPPER IN 3/4" NON-METALLIC, FLEXIBLE CONDUIT FROM 24" BELOW GRADE TO WITHIN 3" TO 6" OF CAD -WELD TERMINATION POINT.
THE EXPOSED END OF THE CONDUIT MUST BE SEALED WITH SILICONE CAULK. (ADD TRANSITIONING GROUND STANDARD DETAIL AS WELL).
21. BUILDINGS WHERE THE MAIN GROUNDING CONDUCTORS ARE REQUIRED TO BE ROUTED TO GRADE, THE CONTRACTOR SHALL ROUTE TWO GROUNDING CONDUCTORS FROM THE ROOFTOP, TOWERS, AND WATER TOWERS GROUNDING RING,
TO THE EXISTING GROUNDING SYSTEM, THE GROUNDING CONDUCTORS SHALL NOT BE SMALLER THAN 210 COPPER. ROOFTOP GROUNDING RING SHALL BE BONDED TO THE EXISTING GROUNDING SYSTEM, THE BUILDING STEEL COLUMNS,
LIGHTNING PROTECTION SYSTEM, AND BUILDING MAIN WATER LINE (FERROUS OR NONFERROUS METAL PIPING ONLY).
/O
GPD GROUP
Professional Corporation
5205o h Main Sheet, Suite 2531
Akron, OH4 311
330.572.21 oo Fox 330.572.2101
m
Mobility
19801 SW 72ND AVENUE, STE. 200
TUALATIN, OR 97062
ti
Network Solutions
22263 68TH AVENUE SOUTH
KENT, WA 98032
Z
w
O w z K
[L > W
W 2 U
o) o 0 o
O a O
LL LL
W W W
w � w
Lu
m w m
m � m
Lu
o a
W Q m U
0_
RECEIVED
Apr 25 2023
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
ELECTRICAL SEAL
U)
LW
r
O O
Z >o
p a1. Z
_
N j J
a� Q
�' o �U
2 aa)) �p
LU U
W
J
W
ISSUED FOR:
REVIEW
12/14/21
PERMIT
-
CONSTRUCTION
---
RECORD
PROJECTMANAGER
CB
IMA:NER
GPD JOB NO.
2021723.06.74953.01
N .2
APPROVED BY PLANNING
May 02 2023
Pursuant to ECDC 20.50.80(G), antennas and
equipment shall maintain the appearance
intended by the original facility, including, but
not limited to, color, screening, landscaping,
camouflage, concealment techniques, mounting
configuration, or architectural treatment.
a
Ik
— (E) 15'-7" PEAKED
ROOF HEIGHT
u (E) WOOD FENCE
OVERALL SITE PLAN SITE PLAN DISCLAIMER:
t SCALE. 1"=20'-0" (FULL SIZE) Z PROPERTY LINES AND STRUCTURES HAVE BEEN DIGITIZED
zo• 1a o zo• 1"�0•-0" (11x17) FROM PREVIOUS PLAN SETS OR FROM ASSESSORS MAPS.
GPD GROUP HAS NOT COMPLETED A SITE SURVEY AND
THEREFORE MAKES NO CLAIMS AS TO THE ACCURACY OF
INFORMATION DEPICTED ON THIS SHEET.
AO
GPD GROUP
Professional Corporation
5205o h Main 5t:eet, Suite 2531
Akron, OH"311
330.572.2100 Fax 330.572.2101
Mobility
19801 SW 72ND AVENUE, STE. 200
TUALATIN, OR 97062
41asTec
Network Solutions
2226368TH AVENUE SOUTH
KENT, WA 98032
Z
w
Ct w z K
EL>W
W U
U o OO o
O a O
LL O LL
W W W
W f/1 W
m W m
LU
m � m
LU \
o a
W Q m U
RECEIVED
Apr 25 2023
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
TELECOM SEAL
I
r
0i
z
a
O a; W
WQ H
0' UL z J
Q �o Q
2
°' w
W
O
ISSUED FOR:
REVIEW
12/14/21
PERMIT
—
CONSTRUCTION
---
RECORD
DESIGNER
r77�
MAS
GPD JOB NO.
2021723.06.74953.01
C-1
/Ak
GPD GROUP
Professional Corporation
5205o h Main StteIt, 5uite2531
Akron, OH4 311
330.572.2100 Fax 330.572.2101
APPARENT PROPERTY LINE (TYP)
(E)WOOD FENCE Mobility
19801 SW 72ND AVENUE, STE. 200
TUALATIN, OR 97062
x (E) AT&T EQUIPMENT PAD
I -SEE SHEET C-3 FOR
DETAILED EQUIPMENT PLAN
1 41 a sTe c
® ® ®INetwork Solutions
g 22263 68TH AVENUE SOUTH
KENT, WA 98032
I I
w
C110
oo
W w�
I I o a o
II11 owo
I j ; LU
a
O I
N 11 I I a s
o I
*W II11 I o 0
LL �J
Z
w I1 m w<mU
LU
(E) 38'-0' STEALTH CUPOLA I I I s
w/AT&T ANTENNAS I %
(E)DOUBLE /+ /
ACCESS
SS GATE J I RECEIVED
Apr 25 2023
(E)UNDERGROUND /// /�// -I CITY OF EDMONDS
CONDUIT PATH TO / r DEVELOPMENT SERVICES
STEALTH CUPOLA DEPARTMENT
(FIELD VERIFY) / / / / I TELECOM SEAL
0
0
0
0 z
'> "go
----- Lm m I Q a a,
Z
/ QLLZ O
0
(E) ON BUILDING PATH
TO STEALTH CUPOLA / / / W
(FIELD VERIFY) FENCED COMPOUND 'O
COMPOUND PLAN
t SCALE. ' 1/2"=1'-O'(FULL SIZE) Z
21' 0 2' 1/4'-0"(11.17)
ISSUED FOR:
REVIEW
12/14/21
PERMIT
—
CONSTRUCTION
---
RECORD
DESIGNER
r77�
MAS
GPD JOB NO.
2021723.06.74953.01
C-2
C
(E) WOOD FENCE
(E) 4"0 CONDUIT (TYP.;
(E) (3) NOKIA 4T4R BE
16OW AHCA RRF
(E) FLEX16 CABINET
I (E) FIBER SLACK BOX
(E)GPS ANTENNA
(E) 8' DOUBLE ACCESS
GATE
(E) W(
(E) GE
If
(PI MAIN
n■
1 1 2
(E) HORIZONTAL CABLE
TRAY
(E) (3) KAELUS
DBC0135F3V92.1 TO BE
REMOVED
(E) H-FRAME (TYP.)
(E)(1)RAYCAP
DC1248-80-0-25E SURGE
SUPPRESSION
DISTRIBUTION UNIT
(E) ARGUS POWER
CABINET W/ RECTIFIERS
AND (4) 145AH BATTERY
CELLS TO BE REMOVED
(E) BATTERY CABINET W/
(16) 145AH BATTERY
CELLS
-BATTERIES TO BE
REMOVED, CABINET TO
REMAIN & BE REUSED
(E) 6"0 CONDUIT (TYP.)
(E) ICE BRIDGE
(E) UMTS CABINET
(E) TELCO CABINET
3 1 4
NOTE:
THE POWER DESIGN FOR ANY AC ELECTRICAL POWER CANGES IS TO
BE PERFORMED BY OTHERS AND IS SHOWN HERE FOR REFERENCE
PURPOSES ONLY. AT&T IS SOLELY RESPONSIBLE FOR THE
ELECTRICAL POWER DESIGN.
(E) WOOD FENCE
(E)4"0 CONDUIT (TYP.)
(E) (3) NOKIA 4T4R BE
16OW AHCA RRH
(E) FLEX16 CABINET
(E) FIBER SLACK BOX
(E) GPS ANTENNA
(E) 8' DOUBLE ACCESS
GATE
(E) WC
(E) GE
IP
IPl MAIN
5
INSTALLATION NOTES:
1. CONTRACTOR SHALL COMPLY WITH CLEARANCE SET BY AT&T STANDARDS.
G n D G R O U P
2. 8" MINIMUM SIDE -TO -SIDE CLEARANCE FROM EXISTING & PROPOSED RRHs.
Professional Corporation
3. 16" MINIMUM VERTICAL CLEARANCE FROM BOTTOM OF RRH TO TOP OF LOWER RRH, WHEN STACKED.
5205e h Me meet, sere 2531
Akron, OH 44311
330.572.2100 Fax 330.512.2101
EXISTING EQUIPMENT PLAN F �� PROPOSED EQUIPMENT PLAN
t SCALE. 1/2"=1'-O'(FULL SIZE) L SCALE. 1--1'-D'(FULLSIZE)
2• 1' 0 2• 114"=1'-0"(11x17) Z 2' 1' 0 2' 114•=1'-0"(11.17)
(E) HORIZONTAL CABLE
TRAY
IN) (1) RAYCAP
DC12-48-60-0-25E SURGE
SUPPRESSION
DISTRIBUTION UNIT
TO BEINSTALLED
(E) H-FRAME (TYP.)
(E) (1) RAYCAP
DC1248-80-0-25E SURGE
SUPPRESSION
DISTRIBUTION UNIT
IN)-48V VERTIV NETSURE 512
OUTDOOR DC POWER PLANT
CABINET W/ (11) RECTIFIERS
&(2)CONVERTERS
(E) BATTERY CABINET TO
BE REUSED &
RECONFIGURED W/ (5)
STRINGS OF 180AH
BATTERIES
(20 TOTAL BATTERIES)
(E) 6"0 CONDUIT (TYP.)
(E) ICE BRIDGE
(E)UMTS CABINET
(E) TELCO CABINET
Mobility
19801 SW 72ND AVENUE, STE. 200
7UALATIN, OR 97062
41 a ISENetwo
22263 68TH AVENUE SOUTH
KENT, WA 98032
Z
w
O w z
EL> W
w U
U o 00 0
O a O
LL O 0
w W w
w � w
LU
m w m
m � m
LU
o a
w Q m U
0_
RECEIVED
Apr 25 2023
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
TELECOM SEAL
0
�Lu� /A
OQ
z
0
;o
<
a
O d
Na3
LU
d~
zz
o
Q
r O
G
=
a)
z a
DJ
Cy
Lu
Lu
ISSUED FOR:
REVIEW
12/14/21
PERMIT
—
CONSTRUCTION
---
RECORD
DESIGNER
r77�
MSG
GPD JOB NO.
2021723.06.74953.01
z C-3
1
C
B
(E) TOP OF CUPOLA
ELEV. = 38'-0" AGL
(E) BUILDING ROOF PEAK
ELEV. = 25'-7" AGL
(E) BUILDING ROOF PEAK
ELEV. = 15'-7" AGL
(E) PATIO ROOFTOP
ELEV. = 12'-7" AGL
(E) GRADE
ELEV. = 0'-0" AGL
(N) TOP OF CUPOLA
ELEV. = 41'-0" AGL
(E) BUILDING ROOF PEAK
ELEV. = 25'-7" AGL
40 (E) BUILDING ROOF PEAK
ELEV. 115'-7" AGL
�(E) PATIO ROOFTOP
ELEV. = 12'-7" AGL
�(E) GRADEGRADE
ELEV. =11%" AGL
2 3
(E) CUPOLA TO BE REMOVED (E) EQUIPMENT 54 REMAIN
(3) ACE XXQLH-EQUIPMENT
TO REMAIN ANTENNAS
,T (3) NOKIA 4T4R B12M4 320W AHLBA RRHS
(3) NOKIA 4T4R B25/66 320W AHFIB RRHS
(3) ALU RRH4X25-WCS4R RRHS
0 r (2) DC6 OVPs
16�
(N) TOWER MOUNTED EQUIPMENT TO BE INSTALLED
(3) NOKIA AEQK ANTENNAS
(6) KATHREIN 782 11288 DIPLEXERS
MOUNTING PIPES AND EXTENDED CUPOLA DESIGNED BY
TRYLON, REFER TO STRUCTURAL SHEETS ATTACHED
1
EXISTING BUILDING ELEVATION
�SCALE: N.T.S.
(E) EQUIPMENT TO REMAIN
(3) ACE XXQLH-654L8H6-IVT ANTENNAS
(3) NOKIA 4T4R B12114 320W AHLBA RRHS
(3) NOKIA 4-R B25/66 320W AHFIB RRHS
(3) NOKIA 4T4R B5 160W AHCA RRHS
(3) ALU RRH4X25-WCS4R RRHS
(2) DC6 OVPS
n
PROPOSED BUILDING ELEVATION
2 SCALE: N.T.S.
4
(E) TIP OF ANTENNA
ELEV. = 34'-1"AGL
(E) AT&T ANTENNAs RAD L
ELEV. = 31'-0" AGL
ALL EXISTING AT&T FEEDLINES TO REMAIN
(12)1-5/8" COAX
(2) 3/8" FIBER
(4) 3/4" DC CABLES
(ROUTED ON EXISTING CABLE BRACKETS)
(N) TOP OF HIGHEST APPURTENANCE
ELEV. = 38'-9" AGL
(N) AT&T ANTENNAS RAD(N )AT&T RAD 4� ELEV. = 37'-6" AGL
(E) TIP OF ANTENNA
ELEV. = 34'-1"AGL
E AT&T ANTENNAS RAD 4
ELEV. = 31'-0" AGL
ALL EXISTING AT&T FEEDLINES TO REMAIN
(12)1-5/8" COAX
(2) 3/8" FIBER
(4) 3/4" DC CABLES
(ROUTED ON EXISTING CABLE BRACKETS)
AO
GPD GROUP
Professional Corporation
5205o h Main StteIt, 5uite2531
Akron, OH4 311
330.572.2100 Fax 330.572.2101
am
Mobility
19801 SW 72ND AVENUE, STE. 200
TUALATIN, OR 97062
41asTec
Network Solutions
22263 68TH AVENUE SOUTH
KENT, WA 98032
w
Z
O
w
z
EL>W
W
U
U
o
00
0
O
a
O
LL
W
O
W
LL
W
W
m
f/1
W
W
m
m
�
m
a
o
W
Q
m
U
RECEIVED
Apr 25 2023
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
TELECOM SEAL
0
N
'W
V! Z
00
z ; 0
tea/
N `
N J Q
/
W
Q LLz
a
_ a)
ZZ_ W
o
r
N 0
X H
W
ISSUED FOR:
REVIEW
12/14/21
PERMIT
—
CONSTRUCTION
---
RECORD
DESIGNER
r77�
MAS
GPD JOB NO.
2021723.06.74953.01
C-4
C
FEM
A
1 2
EXISTING RRH
NOKIA 4T4R 312/14 320W AHLBA EXISTING ANTENNA
(3 TOTAL, 1 PER SECTOR) ACE XXQLH-654LBH6-IVT
(3 TOTAL, 1 PER SECTOR)
ALPHA
GAMMA O Al 60°
300" 00
C1 O
(E) 38'-l" STEALTH CUPOLA
TO BE REMOVED
0
O
O
EXISTING RRH
ALU RRH4X25-WCS-4R
EXISTING RRH
(3 TOTAL, 1 PER SECTOR)
NOKIA 4T4R B25/66 320W AHFIB
(3 TOTAL, 1 PER SECTOR)
0000
\
EXISTING OVP
RAYCAP DC6
(2 TOTAL)
EXISTING CABLE ENTRY PORTS
B1
BETA
200'
EXISTING ANTENNA PLAN
1 SCALE: N.T.S.
3
4
E
1
EXISTING RRH
NOKIA 4T4R B12/14 320W AHLBA EXISTING ANTENNA
(3 TOTAL, 1 PER SECTOR) ACE XXQLH-654L8H6-IVT
(3 TOTAL, 1 PER SECTOR)
ALPHA
GAMMA A6 60,
300` 0
0
C6
(N) 41'-0" STEALTH CUPOLA .
AND MOUNTING FIXTURES 2 NEW DIPLEXERS TO BE INSTALLED
(DESIGNED BY TRYLON, , ■■ KATHREIN 782 11288
REFER TO STRUCTURAL (6 TOTAL, 2 PER SECTOR)
SHEETS ATTACHED) �♦
O
O
O EXISTING RRH
O ALU RRH4X25-WCS-4R
EXISTING RRH (3 TOTAL, 1 PER SECTOR)
NOKIA 4T4R B25/66 320W AHFIB
(3 TOTAL, 1 PER SECTOR) ■
0000 AN
EXISTING OVP
RAYCAP DC6
(2 TOTAL)
EXISTING CABLE ENTRY PORTS
B6
BETA
200'
PROPOSED ANTENNA PLAN 31'-0" RAD
2SCALE: N.T.S=
.
0
z
GENERAL NOTES:
1. CONTRACTOR SHALL FIELD VERIFY MOUNTING OF
EXISTING & PROPOSED EQUIPMENT MEETS AT&T MINIMUM
SPACING REQUIREMENTS AS DESCRIBED IN AT&T ANTENNA
COLLOCATION GUIDELINES (ATT-002-290-105), GENERALLY
SUMMARIZED BY:
- T-0"MINIMUM DISTANCE REQUIRED BETWEEN LTE
ANTENNAS ON SAME SECTOR.
-6'-0" MINIMUM DISTANCE REQUIRED BETWEEN 70OBC &
700DE ANTENNAS ON SAME SECTOR.
-4'-0" MINIMUM DISTANCE REQUIRED BETWEEN LTE 700
ANTENNAS ON OPPOSING SECTORS.
-3'-0" MINIMUM DISTANCE REQUIRED BETWEEN 5G
CBAND ANTENNAS AND OTHER TECHNOLOGIES.
2. CONSTRUCTION MANAGER/ GENERAL CONTRACTOR
= SHALL REVIEW THE MOUNT ANALYSIS FOR ANY
CONDITIONS PRIOR TO INSTALLATION.
O
Z 3. ANY REQUIRED MOUNT MODIFICATIONS DESIGN OR
MOUNT REPLACEMENT SHALL BE APPROVED BY EOR.
AND MOUNTING F
(DESIGNED BY
REFER TO STRI
SHEETSAT
GAMMA
300'
B5
BETA
200'
PROPOSED ANTENNA PLAN 37'-6" RAD
3 SCALE: N.T.S.
ALPHA
60,
NEW ANTENNA TO BE INSTALLED
NOKIA AEQK
(3 TOTAL, 1 PER SECTOR)
AO
GPD GROUP
Professional Corporation
5205o h Main StteIt, 5uite2531
Akron, OH"311
330.572.2100 Fax 330.572.2101
Mobility
19801 SW 72ND AVENUE, STE. 200
TUALATIN, OR 97062
41 asTec
Network Solutions
22263 68TH AVENUE SOUTH
KENT, WA 98032
Z
w
0 w z K
O_ w
w U
c o 00 0
O a O
w w w
Lu
m w m
m � m
Lu \
o a
UJ Q m U
RECEIVED
Apr 25 2023
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
TELECOM SEAL
a
W
Oz
aQ
z''c" O
p a1. J
Nab aQ
06z
ILL Z
0 Z
T W LU
� H/� Z
cn Q
X
LU
ISSUED FOR:
REVIEW
12/14/21
PERMIT
-
CONSTRUCTION
---
RECORD
DESIGNER
r77�
MSG
GPD JOB NO.
2021723.06.74953.01
z C-50
EXISTING EQUIPMENT SCHEDULE (VERIFY WITH CURRENT RFDS)
ALPHA
ANTENNA
RADIO
DIPLEXER
TMA
SQUID
CABLES
POSITION
TECH.
STATUS/MANUFACTURER MODEL
AZIMUTH
CENTER
TILT
TILT
QTY.
STATUS/MODEL
LOCATION
QTY.
STATUS
LOCATION
QTY.
STATUS
QTY.
STATUS
QTY.
STATUS/TYPE
SIZE
LENGTH
UMTS 850
1
(E) NOKIA 4T4R B12/14 320W AHLBA
TOWER
2
(E)FIBER
3/8"
200'
LTE700
1
(E) NOKIA 4T4R B25/66 320W AHFIB
TOWER
4
(E) DC
3/4"
±200'
A7
5G 850
(E) ACE XXQLH-654L8H6-IVT
60°
31.11.
0°
0°/2°
1
(E) KAELUS
GROUND
-
-
2
(E) RAYCAP DC6
1
(E) NOKIA 4T4R B516OW AHCA
GROUND
LTE1900
DBC0135F3V92-1
LTE AWS
4
(E) COAX
1-5/8"
200'
1
(E)ALU RRH4X25-WCSAR
TOWER
LTE WCS
BETA
UMTS 850
1
(E) NOKIA 4T4R B12/14 320W AHLBA
TOWER
LTE700
1
(E) NOKIA 4T4R B25/66 320W AHFIB
TOWER
61
5G 850
(E) ACE XXQLH-654L8H6-IVT
200°
31'-0"
00
00/2°
1
(E) KAELUS
GROUND
-
-
-
-
4
(E) COAX
1-5I8"
200'
1
(E) NOKIA 4T4R B516OW AHCA
GROUND
LTE1900
DBC0135F3V92-1
LTE AWS
1
(E)ALU RRH4X25-WCSAR
TOWER
LTE WCS
GAMMA
UMTS 850
1
(E) NOKIA 4T4R B12/14 320W AHLBA
TOWER
LTE700
1
(E) NOKIA 4T4R B25/66 320W AHFIB
TOWER
C1
5G 850
(E)ACE XXQLH-654L8H6-IVT
300°
31'-0"
00
2°
1
(E)KAELUS
GROUND
-
-
-
-
4
(E)COAX
1-5/81,
200'
1
(E) NOKIA 4T4R B516OW AHCA
GROUND
LTE1900
DBC0135F3V92-1
LTE AWS
1
(E)ALU RRH4X25-WCSAR
TOWER
LTE WCS
FINAL EQUIPMENT SCHEDULE (VERIFY WITH CURRENT RFDS)
ALPHA
ANTENNA
RADIO
DIPLEXER
TMA
SQUID
CABLES
POSITION
TECH.
STATUS/MANUFACTURER MODEL
AZIMUTH
CENTER
TILT
TILT
QTY.
STATUS/MODEL
LOCATION
QTY.
STATUS
LOCATION
QTY.
STATUS
QTY.
STATUS
QTY.
STATUS/TYPE
SIZE
LENGTH
AS
5G CBAND
(N) NOKIA AEQK
60°
37'-6"
0°
00
-
-
-
-
-
-
-
-
-
-
-
-
-
-
LTE 700
1
(E) NOKIA 4T4R B12/14 320W AHLBA
TOWER
2
(E) FIBER
3/8"
3200'
5G 850
1
(E) NOKIA 4T4R B25/66 320W AHFIB
TOWER
4
(E) DC
3/4"
200'
LTE1900
(N) KATHREIN 782
A6
LTE AWS
(E)ACE XXQLH-654L8H6-IVT
60°
31'-0"
0°
0°/2°
2
11288
TOWER
-
-
2
(E) RAYCAP DC6
1
(E) NOKIA 4T4R B5 160W AHCA
GROUND
5G 1900
4
(E) COAX
1-5/8"
200'
1
(E)ALU RRH4X25-WCS-4R
TOWER
LTE WCS
BETA
B5
5G CBAND
(N) NOKIA AEQK
200°
37'-6"
0°
0°
-
-
-
-
-
-
-
-
-
-
-
-
-
-
LTE 700
1
(E) NOKIA 4T4R B12/14 320W AHLBA
TOWER
5G 850
1
(E) NOKIA 4T4R B25/66 320W AHFIB
TOWER
LTE1900
(N)KATHREIN 782
B6
LTE AWS
(E)ACE XXQLH-654L8H6-IVT
200°
31'-0"
0°
0°/2°
2
11288
TOWER
-
-
-
-
4
(E)COAX
1-5/8"
200'
1
(E) NOKIA 4T4R B5160W AHCA
GROUND
5G 1900
1
(E)ALU RRH4X25-WCS-4R
TOWER
LTE WCS
GAMMA
C5
5G CBAND
(N) NOKIA AEQK
300°
37'-6"
0°
0°
-
-
-
-
-
-
-
-
-
-
-
-
-
-
LTE 700
1
(E) NOKIA 4T4R B12/14 320W AHLBA
TOWER
5G 850
1
(E) NOKIA 4T4R B25/66 320W AHFIB
TOWER
LTE1900
(N)KATHREIN 782
C6
LTE AWS
(E)ACE XXQLH-654L8H6-IVT
300°
31'1"
0°
0°/2°
2
11288
TOWER
-
-
-
-
4
(E)COAX
1-518"
200'
1
(E) NOKIA 4T4R B5 160W AHCA
GROUND
5G 1900
1
(E)ALU RRH4X25-WCS-4R
TOWER
LTE WCS
/Ak
GPD GROUP
Professional Corporation
5205o h Main StteIt, 5uite2531
Akron, OH"311
330.572.2100 Fax 330.572.2101
Mobility
19801 SW 72ND AVENUE, STE. 200
TUALATIN, OR 97062
41 asTec
Network Solutions
22263 68TH AVENUE SOUTH
KENT, WA 98032
Z
w
O w z
iL>W
W U
U o 00 0
O a O
LL O LL
W W W
W f/1 W
m W m
Lu
m � m
Lu \
o a
W Q m U
D_
RECEIVED
Apr 25 2023
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
TELECOM SEAL
Z
>o
~ LU
ZJ
paw
w Q
W
Li
W
Q
LL Z
r O
T
/x y
°' w
W U)
ISSUED FOR:
REVIEW
12/14/21
PERMIT
-
CONSTRUCTION
---
RECORD
PR-E--AGER
DESIGNER
CB
MAS:j
GPD JOB NO.
2021723.06.74953.01
C-6
THIS DETAIL HAS NOT BEEN REVIEWED BY THE STAMPING PARTY. THEREFORE, THE
STAMPING PARTY MAKES NO REPRESENTATION(S) WITH RESPECT TO ITS CONTENTS, AND
SHALL NOT BE LIABLE FOR SUCH. THIS DETAIL IS FOR REFERENCE ONLY. ANY RELIANCE ON
THIS DETAIL SHALL BE AT THE RELYING PARTY(IES)'S OWN RISK AND HEREBY WAIVES ANY
AND ALL CLAIM(S) RELATED TO THE EXISTENCE OF THE STAMP OR OTHERWISE.
NOKIA - AEQK
WEIGHT (WITHOUT MOUNTING HARDWARE): 99.2 LBS
SIZE (HxWxD): 29.5x17.7x9.5 IN.
MOUNTING HARDWARE: MANUF. SUPPLIED PIPE MOUNT HARDWARE
1 NOKIA - AEQK
t SCALE: NOT TO SCALE
MOUNTING BRACKET
(SUPPLIED W/ ANTENNA)
ANTENNA
MOUNTING PIPE
INSTALLER OTE:
1. �PEN%%.KETS, AND MISCELLANEOUS
BE GALVANIZED UNLESS NOTED
5 ANTENNA MOUNTING DETAIL
SCALE: NOT TO SCALE
THIS DETAIL HAS NOT BEEN REVIEWED BY THE STAMPING PARTY.
THEREFORE, THE STAMPING PARTY MAKES NO REPRESENTATION(S)
WITH RESPECT TO ITS CONTENTS, AND SHALL NOT BE LIABLE FOR
SUCH. THIS DETAIL IS FOR REFERENCE ONLY. ANY RELIANCE ON THIS
DETAIL SHALL BE AT THE RELYING PARTY(IES)'S OWN RISK AND
HEREBY WAIVES ANY AND ALL CLAIM(S) RELATED TO THE EXISTENCE
OF THE STAMP OR OTHERWISE.
NEW
ANTENNA
2ACKET
'ANTENNA)
i
Itl
Its
KATHREIN - 782 11288
WEIGHT (WITHOUT MOUNTING HARDWARE): 11.02 LBS
SIZE (HxWxD): 6.02x6.714.52 IN.
2 KATHREIN - 782 11320
SCALE: NOT TO SCALE
DETAIL NOT USED
3 SCALE: NOT TO SCALE
DETAIL NOT USED I DETAIL NOT USED
6 SCALE: NOT TO SCALE 7 SCALE: NOT TO SCALE
DETAIL NOT USED
4
SCALE: NOT TO SCALE
THIS DETAIL HAS NOT BEEN REVIEWED BY THE STAMPING PARTY.
THEREFORE, THE STAMPING PARTY MAKES NO REPRESENTATION(S)
WITH RESPECT TO ITS CONTENTS, AND SHALL NOT BE LIABLE FOR
SUCH. THIS DETAIL IS FOR REFERENCE ONLY. ANY RELIANCE ON THIS
DETAIL SHALL BE AT THE RELYING PARTY(IES)'S OWN RISK AND
HEREBY WAIVES ANY AND ALL CLAIM(S) RELATED TO THE EXISTENCE
OF THE STAMP OR OTHERWISE.
.. 0X , X
N
�I
RAYCAP - DC12-48-60-0-25E
WEIGHT: 56.3 LBS
SIZE (LxWxD): 18.17x20.064.37 IN.
OPERATING TEMPERATURE: -40° C TO +100* C
NOMINAL OPERATING DC VOLTAGE: 48V DC
VOLTAGE PROTECTION RATING (VRP): 700V
ENCLOSURE TYPE: OUTDOOR -NEMA4 RATED
C�RRAYCAP - DC12 48-60-0-25E
SCALNOT TO SCALE
/O
GPD GROUP
Professional Corporation
5205o hMain Stteet, 5-' 2531
Akron, OH4 311
330.572.2100 Fax 330.572.2101
m
Mobility
19801 SW 72ND AVENUE, STE. 200
TUALATIN, OR 97062
%%M a sTe c
Network Solutions
22263 68TH AVENUE SOUTH
KENT, WA 98032
Z
w
O w z
EL W
W 2 U
O a O
LL LL
W W W
w � w
Lu
m w m
m � m
Lu \
o a
Iy Q m U
RECEIVED
Apr 25 2023
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
TELECOM SEAL
v!
Z
C`
>o
1.Q
Z
r O
Z
O
W
LU
Q
LL z
aU
LL
2
Wo
au
LULU
W
ISSUED FOR:
REVIEW
12/14/21
PERMIT
-
CONSTRUCTION
---
RECORD
PR.E--,IGER
DESIGNER
CB
MAS
GPD JOB NO.
2021723.06.74953.01
C-7
2i
w
21
(O
A
()
q�
�oeD 0
0 00
I I
AC OSP
UIr'IV Cables
Rear View
25.6
;Rap Mwrll
A A
LED LD's^1"
nu.lann s♦dcn
GFC omw
ECI
'ad [ollaai IEOwnW amn,: 251
O�nmgl I IS RU Redd
MTERNAL VIEW OF ROAt-IWNO WALL
el 1
.B." Clemam
Left Side View
A r-�-- A
FRONT VIEW
➢OoRS RE1AaVEDI
LED urim
Singe
S.-V era
slam libel
Nbid.
3S I
E1attV Rack
/svmg
t ee AmpHr
I+neler pea
'gPlInU5181
Lxalnr
NetSure 7100 DC Power System
System Application Guide
Rectlflsrs
RrmeaMr Metlub. p/N 1Rf6ifi00 i
'adPmvb.one(1)MadaIR48-3500e3,Sp..No.1R483500e.}
3W0 wen /-48 vaN rec[Mar module.
Refer to the RetlHler InatruRlons (UM1R483500e3) for more Informahon.
Reambebna
For use In Spec. No. SBB]05400 module moun[Ing assembly.
Orderine Notr
1) Order by P/N 1R4835UOe3 ae requlrad Each Spec Na. 588705400 madole -
mounting eurmbly holds up roMx (8) reNlfls moduee.
R.011. Module, P/N iR482000a3
Fsetur.
• PravM. one n)Model R48-2000e3, Spec. No.1R482000e3, -
2000 wmt / -48 volt racdfier module.
Refer to the RectHbr lnsRuctlons (UM1R482000e3) for more lnformanoo.
R.trblbm
Fur use m Spec. Na. 588705300 module mounting assembly. �.,.
Ord.blp Not.
1) Order by PIN 1R482000e3 as required. Each Spec No. 588705300 modub
....
ou ting.sambly holds up to IN (6)ract'rfier modules.
THIS DETAIL HAS NOT BEEN REVIEWED BY THE STAMPING PARTY.
RECTIFIER SPECIFICATION THEREFORE, THE STAMPING PARTY MAKES NO REPRESENTATION(S)WITH
2 RESPECT TO ITS CONTENTS, AND SHALL NOT BE LIABLE FOR SUCH. THIS
SCALE: NOT TO SCALE DETAIL IS FOR REFERENCE ONLY. ANY RELIANCE ON THIS DETAIL SHALL BE
AT THE RELYING PARTY(IES)'S OWN RISK AND HEREBY WAIVES ANY AND
ALL CLAIM(S) RELATED TO THE EXISTENCE OF THE STAMP OR OTHERWISE.
NetSure7 7100 DC Power System
System Application Guide
Converters
oo-oc cenl.rt.r Mmab. a/N u•�a+No.
Feet=♦ Pr.1d.one(1)MadeIC400/48-3500e.5pec.No1C400483500e,
—I.. V ID -48 V a -DC converter madub.
• Itemrmtne wnverter manaatbna(uMlc4co4aasooe)mr more lnrormetan. 9 p
Reetrictle.
For use In Spec. Na588105000 modub maun[Ing euembty Lists 40, 41, 42. 1
Orderlro Not
1) Order by PIN iC400483W0e u required. Each Spec No.5e87OW00 module
mountlnB ammbly home up m elx (8)converter maduba
DGOC Convener Medub. p/N 1C4a241600
- 31.81 [stuns
♦ Provid.—(1)Model C48/24-1500, Spec. No. 1C4824IWO,
1WO watt / -48 V to ♦24V converter module.
Front View ♦ RMertotheCan,arterinstructlm,(UM1C48241500)formorelnfonnatlom
)t.clgeloR.
For use In Sp.. N..58VO5WO —dule moumirg assembly. ®�
Converters can be insmlled in mein by only.
Must be used with List 60.
ordermp Not.
1) Order by P/N1C48241500asrequired. Each Spec Nn588705300moduiemoun8ngessemblyhold...t hree(3)
converter modules (far right three mouming pasttians es viewed from the fronO.
INTERNAL VIEW OF LEFT4UNG WALL
THIS DETAIL HAS NOT BEEN REVIEWED BY THE STAMPING PARTY.
CONVERTER SPECIFICATION THEREFORE, THE STAMPING PARTY MAKES NO REPRESENTATION(S) WITH
' RESPECT TO ITS CONTENTS, AND SHALL NOT BE LIABLE FOR SUCH. THIS
SCALE: NOT TO SCALE DETAIL IS FOR REFERENCE ONLY. ANY RELIANCE ON THIS DETAIL SHALL BE
AT THE RELYING PARTY(IES)'S OWN RISK AND HEREBY WAIVES ANY AND
ALL CLAIM(S) RELATED TO THE EXISTENCE OF THE STAMP OR OTHERWISE.
Suva SupP�
) NN15ue 51I
n sy tam
2.5 Enclosure Dimensions, Weights, and Physical Specifications
Nnar Gmalnd R.
• Illustrations:
I ppoatlm)
— Fig. 3 and Fig.4 provide enclosure dimensional illustrations.
— Fig. 5 provides an enclosure base plate dimensional illustration.
— Fig. 6 illustrates the pad mounting rubber harrier.
— Fig. 7 illustrates the optional re -usable pad mounting template.
lamer
— Fig. 8 illustrates the optional pour -in- lace ad mounting template.
8� P� P P P 8 P
urlbm�l
Height: 72.06" (183.03 cm).
• Width: 31.81"(80.80 cm).
• Depth: 39.02" (99.11 cm).
• Equipment and Battery Compartments Dimensions: Refer to Fig. 4.
• Typical Weights:
Shipping weight: 884 lb (401 kg).
— Lift weight: 752 lb (341 kg).
— On pad, with rectifiers and converters installed but without batteries: 778 lb (353 kg),
not including customer equipment and cabling.
— On pad with rectifiers, converters, and batteries installed: 2206 It, (1001 kg).
Note: The enclosure is not to be lifted with batteries, rectifiers, or conveners in
place. All batteries, rectifiers, and converters are to be installed once the
enclosure is secured to the pad BATTERIES CANNOT BE LIFTED
WITH THE ENCLOSURE!
Note: Battery weight is based on Northstar NSB I SOFT 180Ah Batteries weigh 129
lb (58.5 kg) each. A complete set of SAFT Batteries (10 units per shelf)
weighs 357 lbs (162 kg).
Note: Pad weight excludes incoming OSP cables.
• Color. Off-white.
• Finish: Finished in multistage dry powder polyester paint for maximum durability and
performance against corrosion.
• Lifting: The enclosure has four lifting eyebolts on the top that allows it to be lifted and
lowered into position.
THIS DETAIL HAS NOT BEEN REVIEWED BY THE STAMPING PARTY.
THEREFORE, THE STAMPING PARTY MAKES NO REPRESENTATION(S) WITH
DC POWER PLANT SPECIFICATION
,I RESPECT TO ITS CONTENTS, AND SHALL NOT BE LIABLE FOR SUCH. THIS
SCALE: NOT TO SCALE DETAIL IS FOR REFERENCE ONLY. ANY RELIANCE ON THIS DETAIL SHALL BE
AT THE RELYING PARTY(IES)'S OWN RISK AND HEREBY WAIVES ANY AND
ALL CLAIM(S) RELATED TO THE EXISTENCE OF THE STAMP OR OTHERWISE.
THIS DETAIL HAS NOT BEEN REVIEWED BY THE STAMPING PARTY.
DIMENSION &WEIGHTS THEREFORE, THE STAMPING PARTY MAKES NO REPRESENTATION(S) WITH
RESPECT TO ITS CONTENTS, AND SHALL NOT BE LIABLE FOR SUCH. THIS
` DETAIL IS FOR REFERENCE ONLY. ANY RELIANCE ON THIS DETAIL SHALL BE
\� SCALE: NOT TO SCALE AT THE RELYING PARTY(IES)'S OWN RISK AND HEREBY WAIVES ANY AND
ALL CLAIM(S) RELATED TO THE EXISTENCE OF THE STAMP OR OTHERWISE.
/O
GPD GROUP
Professional Corporation
5205o 1, Main Street, 5-12531
Akron, OH 44311
330.572.2100 Fax 330.572.2101
Mobility
19801 SW 72ND AVENUE, STE. 200
TUALATIN, OR 97062
%%M asTec
Network Solutions
22263 68TH AVENUE SOUTH
KENT, WA 98032
w
Z
O w z
EL Of
W
W U
U o 00 0
Of
O c- O
LL O LL
W W W
Ob Lu
N W N
o a
>L Q In U
RECEIVED
Apr 25 2023
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
TELECOM SEAL
r '^
Z Z
a0
Z
0<0
jo
J
aH
N
J a
Q
LL Z
WV
LL
_
o
O CU
as
W
U
ISSUED FOR:
REVIEW
12/14/21
PERMIT
—
CONSTRUCTION
---
RECORD
DESIGNER
r77�
MSG
GPD JOB NO.
2021723.06.74953.01
C=8
GROUNDING PLAN LEGEND:
GROUND BUSS BAR NOTE:
--- EXISTING GROUND WIRE
--- NEW GROUND WIRE
(�
COPPER
GROUND ROD
1. BURNDY GROUNDING CLAMP REQUIRED BOND BUSS BAR TOWER
STEEL. ATTACH BURNDY CLAMP (GAR3903T3TC, TESSCO#542362) 2)TO
ROUND MEMBER BELOW BUSS BAR OR PARALLEL TO GROUND BUSS BAR.
■ EXOTHERMIC WELD
BURNDY CLAMP SHALL NOT BE INSTALLED ABOVE BUSS BAR.
GROUND ROD
2_ IF EXISTING BUSS BAR IS TO BE RE -USED, INSTALL BURNDY BONDING
• MECHANICAL CONNECTION
W/ TEST WELL
STRAP FROM BUSS BAR TO TOWER STEEL AS NOTED ABOVE.
GENERAL NOTES:
1. CONTRACTOR SHALL HAVE A COMPLETE
UNDERSTANDING OF THE CONTENTS OF AT&T
STANDARD TP-76416.
2. ALL GROUNDING CONDUCTORS SHALL PROVIDE A
STRAIGHT DOWNWARD PATH TO GROUND WITH
GRADUAL BEND AS REQUIRED. GROUND WIRES SHALL
NOT BE LOOPED OR SHARPLY BENT.
3. KOPR-SHIELD ANTI -OXIDATION COMPOUND SHALL BE
USED ON ALL COMPRESSION GROUNDING
CONNECTIONS.
4. ALL EXOTHERMIC CONNECTIONS SHALL BE INSTALLED
UTILIZING THE PROPER CONNECTION/MOLD AND
MATERIALS FOR THE PARTICULAR APPLICATION.
5. ALL BOLTED GROUNDING CONNECTIONS SHALL BE
INSTALLED WITH AN EXTERNAL TOOTHED LOCK
WASHER. GROUNDING BUS BARS MAY HAVE
PRE -PUNCHED HOLES OR TAPPED HOLES. ALL
HARDWARE SHALL BE SECURITY TORQUE HARDWARE
31
8.. STAINLESS STEEL.
6. EXTERNAL GROUNDING CONDUCTOR SHALL NOT BE
INSTALLED OR ROUTED THROUGH HOLES IN ANY
METAL OBJECTS, CONDUITS, OR SUPPORTS TO
PRECLUDE ESTABLISHING A MAGNETIC CHOKE POINT.
7. PLASTIC CLIPS SHALL BE USED TO FASTEN AND
SUPPORT GROUNDING CONDUCTORS. FERROUS
METAL CLIPS WHICH COMPLETELY SURROUND THE
GROUNDING CONDUCTOR SHALL NOT BE USED.
8. CONTRACTOR SHALL REPAIR/PLACE EXISTING
GROUNDING SYSTEM COMPONENTS DAMAGED DURING
CONSTRUCTION AT THE CONTRACTORS EXPENSE.
9. ALL DETAILS ARE SHOWN IN GENERAL TERMS. ACTUAL
INSTALLATION AND CONSTRUCTION MAY VARY DUE TO
SITE SPECIFIC CONDITIONS.
10. GROUND ALL ANTENNA BASES, FRAMES, CABLE RUNS,
AND OTHER METALLIC COMPONENTS USING GROUND
WIRES AND CONNECT TO SURFACE MOUNTED BUS
BARS. FOLLOW ANTENNA AND BTS MANUFACTURER'S
PRACTICES FOR GROUNDING REQUIREMENTS.
GROUND COAX SHIELD AT BOTH ENDS AND EXIT FROM
TOWER OR POLE USING MANUFACTURERS PRACTICES.
11. ALL WIRES SHALL BE COPPER THHN/THWN. ALL
GROUND WIRE SHALL BE GREEN INSULATED WIRE
ABOVE GROUND.
12. CONTRACTOR TO VERIFY AND TEST GROUND SOURCE,
GROUNDING AND OTHER OPERATIONAL TESTING WILL
BE WITNESSED BY WIRELESS REPRESENTATIVE.
13. REFER TO DIVISION 16 GENERAL ELECTRIC; GENERAL
ELECTRICAL PROVISION AND COMPLY WITH ALL
REQUIREMENTS OF GROUNDING STANDARDS.
14. ELECTRICAL CONTRACTOR TO PROVIDE DETAILED
DESIGN OF GROUNDING SYSTEM, AND RECEIVE
APPROVAL OF DESIGN BY AUTHORIZED WIRELESS
REPRESENTATIVE, PRIOR TO INSTALLATION OF
GROUNDING SYSTEM. PHOTO DOCUMENT ALL
CADWELDS AND GROUND RINGS.
15. NOTIFY CONSTRUCTION MANAGER IF THERE ARE ANY
DIFFICULTIES INSTALLING GROUNDING SYSTEM DUE
TO SITE SOIL CONDITIONS.
16. USE PANI SCHEME FOR LOADING GROUNDS ON MGB
AS DISCUSSED IN NSTD 119, 33 & 36.
GROUND ROD NOTES:
1. ELECTRICAL CONTRACTOR SHALL ORDER GROUND
RESISTANCE TESTING ONCE THE GROUND SYSTEM
HAS BEEN INSTALLED; A QUALIFIED INDIVIDUAL,
UTILIZING THE FALL OF POTENTIAL METHOD, SHOULD
PERFORM THE TEST. THE REPORT WILL SHOW THE
LOCATION OF THE TEST AND CONTAIN NO LESS THAN 9
TEST POINTS ALONG THE TESTING LINE, GRAPHED OUT
TO SHOW THE PLATEAU.
2. POINT GROUND TEST OR 3 POINT 62 % TESTS WILL NOT
BE ACCEPTED AS ALTERNATIVES TO THE AFORE
MENTIONED GROUND TESTS. TEST SHALL BE
PERFORMED WHILE THE COUNTERPOISE IS ISOLATED
FROM THE A/C SYSTEM GRIDS AND EXISTING
COMMUNICATIONS FACILITY.
CELL REFERENCE GROUND BAR: POINT OF GROUND
REFERENCE FOR ALL COMMUNICATIONS EQUIPMENT
FRAMES. ALL BONDS ARE MADE WITH #2 STRANDED GREEN
INSULATED COPPER CONDUCTORS. BOND TO GROUND
RING WITH (2) #2 SOLID TINNED COPPER CONDUITS
(ATT-TP-76416 7.6.7).
HATCH PLATE GROUND BAR: BOND TO THE INTERIOR
GROUND RING WITH (2) #2 STRANDED GREEN INSULATED
COPPER CONDUCTORS. WHEN A HATCH -PLATE AND A CELL
REFERENCE GROUND BAR ARE BOTH PRESENT, THE CELL
SITE REFERENCE GROUND BAR MUST BE CONNECTED TO
THE HATCH -PLATE AND TO THE INTERIOR GROUND RING
USING (2) #2 STRANDED GREEN NSULATED COPPER
CONDUCTORS.
EXTERIOR CABLE ENTRY PORT GROUND BARS: LOCATED
AT THE ENTRANCE TO THE CELL SITE BUILDING. BOND TO
GROUND RING WITH A #2 SOLID TINNED COPPER
CONDUCTORS WITH AN EXOTHERMIC WELD AND
INSPECTION SLEEVE (ATT-TP-76416 7.6.7.2).
DURING ALL DC POWER SYSTEM CHANGES INCLUDING DC
SYSTEM CHANGE OUTS, RECTIFIER REPLACEMENTS OR
ADDITIONS, BREAKER DISTRIBUTION CHANGES, BATTERY
ADDITIONS, BATTERY REPLACEMENTS AND INSTALLATIONS
OR CHANGES TO DC CONVERTER SYSTEMS IT SHALL BE
REQUIRED THAT SERVICES CONTRACTORS VERIFY ALL DC
POWER SYSTEMS ARE EQUIPPED WITH MASTER DC
SYSTEM RETURN GROUND CONDUCTOR FROM THE DC
POWER SYSTEM COMMON RETURN BUS DIRECTLY
CONNECTED TO THE CELL SITE REFERENCE GROUND BAR
PER TP76300 SECTION H 6 AND TP76416 FIGURE 7-11
REQUIREMENTS.
GAMMA
300,
EXISTING SECTOR GROUND BAR
LOCATED AT EACH SECTOR
(FIELD VERIFY LOCATION)
-SEE DETAIL 5 ON SHEET G-2
GAMMA
300'
MECHANICAL LUG CONNECTION (TYP.)
-SEE DETAIL 6 ON SHEET G-2
AW j
3 #2 AWG GROUND LEAD FROM SECTOR
I BAR TO TOWER TOP COLLECTOR
I BAR (FIELD VERIFY)
EXISTING TOWER TOP
COLLECTOR GROUND BAR
(FIELD VERIFY LOCATION)
!XISTING #2 AWG GROUND
TOWN LEAD (FIELD VERIFY)
kD FROM
NEW DIPLEXERS TO EXISTING
SECTOR GROUND BAR (TYP.)
-SEE DETAIL 3 ON SHEET G-2
BETA
200'
PROPOSED ANTENNA PLAN 31'-0" RAD x
SCALE: N.T.S. p
Z
BETA
200'
PROPOSED ANTENNA PLAN 38'-6" RAD
2 SCALE: N.T.S.
ALPHA
60,
WG GROUND LEAD
FROM NEW NOKIA AEQK
ANTENNA TO EXISTING
SECTOR GROUND BAR (TYP.)
-SEE DETAIL 3 ON SHEET G-2
/O
GPD GROUP
Professional Corporation
5205o h Main 5tteIt, 5uite2531
Akron, OH"311
330.572.2100 Fax 330.572.2101
Mobility
19801 SW 72ND AVENUE, STE. 200
TUALATIN, OR 97062
41 asTec
Network Solutions
22263 68TH AVENUE SOUTH
KENT, WA 98032
Z
w
w z
EL >w
K U
cUU
o o
O a O
LL O o w 0
w w
Lu
m w m
m � m
Lu
o a
W Q m U
D_
RECEIVED
Apr 25 2023
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
ELECTRICAL SEAL
Z
c
>o
0 U
Z
OQ
Na3
00 a1
�Q
0
Z�
QLL0
O=
=moo
W
wU
C� cn
ISSUED FOR:
REVIEW
12/14/21
PERMIT
—
CONSTRUCTION
---
RECORD
PROJECTMANAGER
D!MA.NER
CB
GPD JOB NO.
2021723.06.74953.01
G-1
B
n■
0
■
-i�& c'm 1�4
TYPE HS TYPE 2-YA-2 TYPE XA TYPE YA-2 TYPE GY
TYPE W TVPE VN TYPE NC TYPE SS TYPE GR
TYPE VS TYPE VB TYPE PT TYPE GT'
NOTE:
1. ERICO EXOTHERMIC "MOLD TYPES" SHOWN HERE ARE EXAMPLES. CONSULT WITH CONSTRUCTION
MANAGER FOR SPECIFIC MOLDS TO BE USED FOR THIS PROJECT.
2. MOLD TYPE ONLY TO BE USED BELOW GRADE WHEN CONNECTING GROUND RING TO GROUND ROD.
2
TO ANTENNAS
COAX JUMPER (TYP.)
CONNEC
WEATHERPROOFING
(TYP. SEE NOl
ANTENNA CA
TO BTS EQUIPMENT (T
3
WEATHERPROOFING
KIT
(TYP)
3ROUND KIT (TYP)
AWG
DPPER/GALVANIZED COAX
ROUND BAR BONDED
RECTLY TOWER
NOTES:
1. DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS DIRECT GROUND WIRE DOWN
TO ANTENNA GROUND BAR.
2. WEATHERPROOFING SHALL BE TWO-PART TAPE KIT. COLD SHRINK SHALL NOT BE USED.
CADWELD GROUNDING CONNECTIONS
�� GROUND CABLE CONNECTION
(^�
t
SCALE: NOT TO SCALE
SCALE: NOT TO SCALE
NOTE: MINIMUM OF
S/S NUT
3 THREADS TO BE
(TYP)
VISIBLE
(TYP)
S/S SPLIT
WASHER
2 HOLE LONG
(TYP)
BARREL TINNED
SOLID COPPER
LUG
S/S FLAT
WIRE SIZE BURNDY LUG BOLT SIZE
(TYP)
WASHER
(TYP)
#6 AWG GREEN INSULATED YA6C-2TC38 3/8" - 16 NC S 2 BOLT
TIN COATED SOLID
COPPER BUS BAR
S/S FLAT
WASHER
(TYP)
CHERRY INSULATOR
INSTALLED IF REQUIRED
S/S BOLT
(TYP)
��� GROUND CABLE CONNECTION
`f SCALE: NOT TO SCALE
#6 AWG MIN. FROM ANTENNA CABLE
GROUND KIT
GROUND BAR ON SHELTER. ICE
BRIDGE, OR ON ANTENNA TOWER
'TWO HOLE LUG, OR EXOTHERMIC
WELD TO BE USED WITH #2 AWG
BARE CONDUCTOR WIRE TO
BUILDING SERVICE GROUND OR
GROUND RING
ROUNDING SHALL
E ELIMINATED
'HEN GROUND
AR IS
_LECTRICALLY
BONDED TO METAL
TOWER
�GROUNDWIRE INSTALLATION INSTALLATION
SCALE: NOT TO SCALE
#2 AWG SOLID TINNED YA3C-2TC38 3/8" - 16 NC S 2 BOLT
#2 AWG STRANDED YA2C-2TC38 3/8" -16 NC S 2 BOLT
#210 AWG STRANDED YA26-2TC38 3/8" - 16 NC S 2 BOLT
#4/0 AWG STRANDED YA28-2N 1/2" - 16 INC S 2 BOLT
BURNDY GROUND LUG W/
LONG BARREL
HEAT SHRINK
(SEE CHART)
(CLEAR)
NUT
GROUNDING
(TYP)
CONDUCTOR
LOCK WAS
(TYP)
GROUNDBAR BOLT
(SEE CHART)
(TYP)
HOLE LUGLTO
BE
OTH ENDS
ED(GREEN INSULATED) ONLY FOR#6
I
AWG
ART)
NOTES:
1. ALL GROUNDING LUGS ARE TO BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS. ALL
HARDWARE BOLTS, NUTS, LOCK WASHERS SHALL BE STAINLESS STEEL. ALL HARDWARE ARE
TO BE AS FOLLOWS: BOLT, FLAT WASHER,GROUND BAR, GROUND LUG, FLAT WASHER AND NUT.
MECHANICAL LUG CONNECTION
SCALE: NOT TO SCALE
4
(N) COPPER GROUND J (N)1/2" COAX JUMPER J
BUS BAR.
GROUNDING DETAIL
�SCALE: NOT TO SCALE
E
■
STAINLESS STEEL BOLT
(TYP)
STAINLESS STEEL
FLAT WASHER
HOLE CRIMP/ (TYP)C
COMPRESSION
CONNECTOR ,
u GROUND
BAR
STAINLESS STEEL
FLAT WASHER
STAINLESS STEEL (TYP)
BELLVILLE WASHER STAINLESS STEEL NUT
(TYP) (TYP)
SINGLE CONNECTOR AT GROUND BARS
STAINLESS STEEL BOLT
STAINLESS STEEL
FLAT WASHER
DRAGON TOOTH WASHER
(TYP)
STEEL
2-HOLE CRIMP/
COMPRESSION
STEEL
CONNECTOR
J��F1'WASHERAINLESS
YP)
STAINLESS STEEL STAINLESS STEEL NUT
BELLVILLE
WASHER (TYP)
(TYP)
SINGLE CONNECTOR AT STEEL OBJECTS
STAINLESS STEEL
SELF -DRILLING STAINLESS STEEL
METAL SCREW FLAT WASHER
(TYP) (TYP)
2-HOLE CRIMP/
COMPRESSION
CONNECTOR
DRAGON TOOTH METALLIC OBJECT
WASHER
(TYP)
SINGLE CONNECTOR AT METALLIC/STEEL OBJECTS
(D
HARDWARE DETAIL FOR EXTERIOR CONNECTIONS
SCALE: NOT TO SCALE
AO
GPD GROUP
Professional Corporation
5205o hMain 5tteet, 5-12531
Akron, OH4 311
330.51.21 oo Fox 330.52.2101
SURGE f�
SUPPRESSION11 Mobility
19801 SW 72ND AVENUE, STE. 200
7UALATIN, OR 97062
41 asTe
Network Solutions
22263 68TH AVENUE SOUTH
KENT, WA 98032
Z
w
w z
EL >W
W U
U o 00 0
O a O
LL O LL
W W W
W f/1 W
m W m
m � m
o a
W Q m U
!r
RECEIVED
Apr 25 2023
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
ELECTRICAL SEAL
Z
O
>o
Z
N
JQ
J
a�
z
Z
:3
Q
H
=a)o
W
W
,��
V
ISSUED FOR:
REVIEW
12/14/21
PERMIT
-
CONSTRUCTION
---
RECORD
DESIGNER
r77�
MAS
GPD JOB NO.
2021723.06.74953.01
G=2
1
C
B
A
2
3
TOP RC (On Cupola Extension)
Ant Pos 5
AroK
Sector A
Ant Pos 6
— — — — — — — Hatch Plate_ — — — — —
4
5
&L
GPD GROUP
Professional Corporation
5205—h Main Street, Suite 2531
Akron, OH 44311
330.572.2100 Fax 330.572.2101
41�c1
Mobility
19801 SW 72ND AVENUE, STE. 200
TUALATIN, OR 97062
Network Solutions
22263 68TH AVENUE SOUTH
KENT, WA 98032
RECEIVE
Apr 25 2023
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
ELECTRICAL SEAL
O
V
Zwo
Z�
OW
N
Q �
Q
�
LLz
J Q
a
ro
a
=°W
�o
ISSUED FOR:
REVIEW
12/14/21
PERMIT
—
CONSTRUCTION
—
RECORD
—
DESIGNER
r77�
MAS
GPD JOB NO.
2021723.06.74953.01
RF-1
1
C
B
A
2
3
TOP RC (On Cupola Extension)
Ant Pos 5
AroK
Sector B
Ant Pos 6
— — — — — — — Hatch Plate_ — — — — —
4
5
&L
GPD GROUP
Professional Corporation
5205—h Main Street, Suite 2531
Akron, OH 44311
330.572.2100 Fax 330.572.2101
41�c1
Mobility
19801 SW 72ND AVENUE, STE. 200
TUALATIN, OR 97062
Network Solutions
22263 68TH AVENUE SOUTH
KENT, WA 98032
RECEIVE
Apr 25 2023
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
ELECTRICAL SEAL
O
V
Zwo
Z�
OW
N
Q �
Q
�
LLz
J Q
a
ro
a
=°W
�o
ISSUED FOR:
REVIEW
12/14/21
PERMIT
—
CONSTRUCTION
—
RECORD
—
DESIGNER
r77�
MAS
GPD JOB NO.
2021723.06.74953.01
RF-2
2
CI
BI
AI
3
Sector C
TOP RC (On Cupola Extension)
Ant Pas 5 Ant.Pos 6
BauEand Unit
IWALd 6051
[WseWM Unk Power Pldnt
OYAwNaoibo5)
4
5
&L
GPD GROUP
Professional Corporation
5205—h Main Street, Suite 2531
Akron, OH"311
330.572.2100 Fax 330.572.2101
41�c1
Mobility
19801 SW 72ND AVENUE, STE. 200
TUALATIN, OR 97062
Network Solutions
2226368TH AVENUE SOUTH
KENT, WA 98032
RECEIVE
Apr 25 2023
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
ISSUED FOR:
REVIEW
12/14/21
PERMIT
—
CONSTRUCTION
—
RECORD
—
DESIGNER
r77�
MAS
GPD JOB NO.
2021723.06.74953.01
RF-3
60"± LONG, 4"x4"x3/8"
4ft�— vo
FRP SINGLE ANGLE.
��
COPE AS REQUIRED FOR
FIT.
-H
.r°
t&t
co
00
2
3
S-2
■ ■
a
S-2
■ im
Network Solutions
22263 68TH AVENUE SOUTH
l
KENT, WA 98032
144" LONG, 4"x4"x3/8"
RE
LIVED
00
FRP SQUARE TUBE Ar
r252023
CI
DEVEL
Y OF EDMONDS
OPMENT SERVICES
EPARTMENT
• • • `
• • l
ry on
00
1825 W. WALNUT HILL LANE, SUITE 120
IRVING, TEXAS 75038
co
1-855-669-5421
32" LONG, 4"x4"x3/8"
L 00
FRP SQUARE TUBE
RECEIVED
Apr 25 2023
N
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
STEEPLE FRAMING_ ISOMETRIC
VIEW
SCALE: NTS
1
STEEPLE FRAMING FRONT ELEVAT ON
SCALE: NTS
2
DRAWING SCALES ARE INTENDED FOR 24"x36" SIZE
PRINTED MEDIA ONLY. ALL OTHER PRINTED SIZES
"NOT
ARE DEEMED TO SCALE".
44"± LONG,
4"x4"x3/8"
SUBMITTALS
FRP SINGLE
ANGLE.
REV
DATE
DESCRIPTION
BY
CONNECT TO
HZ. FRP
60"± LONG, 4"x4"x3/8"
0
03/01/23
FOR CONSTRUCTION
KJT
144" LONG, 4"x4"x3/8"
SQUARE TUBE
w/ (3)
FRP SINGLE ANGLE.
„
i 36 TYP.
FRP SQUARE TUBE
1 /2 RESIN
BOLTS SPACED
COPE AS REQUIRED FOR
IN owl
12" O.C. FIT.
--
a
�O
O
32" LONG, 4"x4"x3/8"
FRP SQUARE TUBE
20"± LONG, 4"x4"x3/8" FRP
SINGLE ANGLE. CONNECT TO
S 2
FRP SINGLE ANGLE w/ (2)
1 /2" RESIN BOLTS.
SITE INFORMATION
SITE NAME:
O H
O
HARRISON
o O
N
0)
O
SITE ID:
�
WA6272
32" LONG, 4"x4"x3/8"
FRP SQUARE TUBE
SITE ADDRESS:
9617 FIRDALE AVE.,
EDMONDS, WA 98020
SHEET DESCRIPTION
O
O
l
1
FRP STEEPLE DESIGN
SHEET No.
S-1
COLUMN LAYOUT -PLAN VIEW
SCALE: NTS
3
CUPOLA PLAN V EW
SCALE: NTS
4
4"x4"x3/8" FRP
SINGLE ANGLE.
3/8" FRP PLATE
t&t
2"
//-
EPDXY
4"xCX3/8"
/A\
FRP PLATE TO
FRP CORNER
ANGLE
r'�,
mm
■ 11 a sTe c
Network Solutions
22263 68TH AVENUE SOUTH
N
KENT, WA 98032
RE
EIVED
Apr
25 2023
CIF
DEVEL
Y OF EDMONDS
OPMENT SERVICES
DEPARTMENT
,
y
•
• • •�
rylon
D
1825 W. WALNUT HILL LANE, SUITE 120
IRVING, TEXAS 75038
1-855-669-5421
i�
10 1 /4"
MIN
1 1 /1 6" HOLE TO
3/8" FRP BENT PLATE
11/16" HOLE FOR
5/8 RESIN BOLT
4"x4"x3/8" FRP BENT
ANGLE
ACCOMMODATE
5/8" RESIN BOLT
RECEIVED
Apr 252023
CITY EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
ROOF ANGLE ATTACHMENT
SCALE: N TS
1
COLUMN ATTACHMENT CLIP
2
DRAWING SCALES ARE INTENDED FOR 24"x36" SIZE
PRINTED MEDIA ONLY. ALL OTHER PRINTED SIZES
"NOT
ARE DEEMED TO SCALE".
SUBMITTALS
REV
DATE
DESCRIPTION
BY
0
03/01 /23
FOR CONSTRUCTION
KJT
4"x4"x3/8" FRP
SINGLE ANGLE.
2"
2"
1 1 /1 6" HOLE TO
ACCOMMODATE
5/8" RESIN BOLT
SITE INFORMATION
SITE NAME:
N
HARRISON
SITE ID:
WA6272
N
SITE ADDRESS:
9 617 FIR DALE AVE.,
EDMONDS, WA 98020
SHEET DESCRIPTION
CONNECTION DETAILS
SHEET No.
S-2
CLIP ANGLE DETAIL
SCALE: NTS
3
NOT USED
4