APPROVED PLN BLD ENG BLD2022-0178+Architectural_Plan+2.9.2022_2.05.29_PM+2671648ALL WORK SUBJECT
TO FIELD
INSPECTION FOR
CODE COMPLIANCE
City Of Edmonds
Building Department
AT&T SITE
AT&T SITE
NUMBER. --
NAME:
AT&T FA CODE:
AT&T PACE
SITE TYPE:
NUMBER:
SITE INFORMATION
CROWN CASTLE USA INC.
SITE NAME:
SITE ADDRESS:
COUNTY:
MAP/PARCEL#:
AREA OF CONSTRUCTION:
LATITUDE:
LONGITUDE:
LAT/LONG TYPE:
CURRENT ZONING:
JURISDICTION:
OCCUPANCY CLASSIFICATION:
TYPE OF CONSTRUCTION:
A.D.A. COMPLIANCE:
PROPERTY OWNER:
TOWER OWNER:
CARRIER APPLICANT:
LAKE BALLINGER
AL
•
WA6358
SAKE BALLINGER
10013429
MRWOR052984 / MRWOR052702
MONOPOLE
OBTAIN ELECTRICAL
PERMIT FROM
STATE LABOR &
INDUSTRIES
APPROVED
PLANS MUST BE
ON JOB SITE
BUSINESS UNIT #-
S ITE ADDRESS: .000�.,=no�o,..,.,,.,�
COUNTY:
JURISDICTION-.
Mar 02 2022
TWR/FAA APPROVED
PROJECT: 5G NR 1 SR n77/3BU Expansion
23931 HIGHWAY 99
EDMONDS, WA 98026
SNOHOMISH
004519-002-015-04
EXISTING
47° 46' 54.30" (47.7817)
—122° 20' 37.90" (-122.3439)
(NAD 83)
CG
CITY OF EDMONDS
U
IIB
FACILITY IS UNMANNED AND NOT FOR HUMAN
HABITATION
ARI HOLDINGS LLC
23931 HWY 99
EDMONDS,WA 98020
CROWN CASTLE USA Inc
2000 CORPORATE DRIVE
CANONSBURG, PA 15317
AT&T TOWER ASSET GROUP
19801 SW 72ND AVENUE
TUALATIN, OR 97062
PROJECT TEAM
A&E FIRM: P. MARSHALL & ASSOCIATES
1000 HOLCOMB WOODS PKWY STE. 210
ROSWELL, GA 30076
PATRICK W MARSHALL, P.E.
678-280-2325
CROWN CASTLE USA 1505 WESTLAKE AVENUE NORTH, SUITE 800
INC. DISTRICT: SEATTLE, WA 98109
CONTACTS: JASON GIBSON — PROJECT MANAGER
(615) 771-4313
CLINTON GRIFFETH — CONSTRUCTION MANAGER
ROBERT FOREST — A&E SPECIALIST
(917) 924-7092
AT&T CONTACT: TIM DOLLOWITCH
19801 SW 72ND AVENUE
TUALATIN, OR 97062
(503) 569-7818
tim.dollowitch@caerusconsulting.net
DRAWING INDEX
SHEET #
SHEET DESCRIPTION
T-1
TITLE SHEET & PROJECT INFORMATION
T-2
GENERAL NOTES
C-1.1
OVERALL SITE PLAN
C-1.2
EXISTING & FINAL EQUIPMENT PLANS
C-2
EXISTING & FINAL ELEVATIONS
C-3
EXISTING & FINAL ANTENNA PLANS
C-4
FINAL ANTENNA & CABLE SCHEDULE
C-5
ELECTRICAL WIRING DIAGRAM
C-6
EQUIPMENT DETAILS
C-7
EQUIPMENT DETAILS
C-8
EQUIPMENT DETAILS
G-1
GROUNDING SCHEMATIC
G-2
GROUNDING DETAILS
ATTACHED
PLUMBING DIAGRAM
PROJECT DESCRIPTION
THE PURPOSE OF THIS PROJECT IS TO PROPOSE AN ANTENNA
MODIFICATION ON AN EXISTING WIRELESS SITE.
TOWER SCOPE OF WORK
Both LTE & NR must be on the same CPRI Rate7. 1st LTE CPRI
should be SFP7 (NEQ.20022) on both Radio and ABIA sides for
AirScale RRH (AHLBA, AHLBBA, AHFIB, AHCA, AHNA) and SFP7
(CEQ.16446 or NEQ.20022) on both Radio and ABIA sides for
ALU radios (UHFA, UHIE). The 2nd 5G CPRI should be SFP7
(NEQ.20022/NEQ.53020) on both Radio and ABIL/ABIO sides for
Airscale and ALU radios. Add 2nd CPRI connection for all
bands/radio that is missing. n77 Band requires (2) CPRI
connections (CEQ.24407) on both Radio and ABIO sides.
Contractor to maintain RRH to back of antenna clearance and
1314/1329 & n77 antenna separation per latest AT&T guidelines.
• REMOVE (6) ANTENNAS
• REMOVE (6) TMAs
• INSTALL (3) ANTENNAS
• INSTALL (1) RAYCAP SQUIDs
• INSTALL (1) #6 AWG DC TRUNKS
• MODIFY MOUNT
• ISTALL SITE PRO 1 6CHMT COLLAR MOUNT FOR RRH
MOUNTED 18" BELOW AT&T MOUNT
GROUND SCOPE OF WORK
• REMOVE ARGUS PDU & BATTERY CABINET
• REMOVE POWER EQUIPMENT FROM EXISTING CONVERTER
SHELF, REMOVE CONVERTER SHELF; TRANSFER LOADS TO NEW
POWER PLANT
• RE —CONFIGURE (10) EXISTING +24V BATTERY STRINGS TO (5)
—48V BATTERY STRINGS FOR THE NEW PDU
• INSTALL EMERSON BATTERY CABINET
• INSTALL —48V EMERSON NETSURE 512 DC PLANT W/ (10)
RECTIFIERS & (2) CONVERTER MODULES
• UTILIZE EXISTING (1) ASIA AND (3) ABIA CARDS ON THE C1
SIDE FOR LTE. REMOVE EXISTING (1) ASIK AND (1) ABIL
CARDS ON THE C2 SIDE. ADD (1) ASIL AND (2) ABIO
CARDS TO THE C2 SIDE FOR 5G 850/1900/AWS, 5G C n77
---------------------- -----
Work CELLULAR MODIFICATIONS
----------------------------------------------------------------------
--------------------------------------------------•
Address 23931 HIGHWAY 99 - CELLULAR
Owner. AT&T
--------------- ------------------------
Approved Date 2/22/2022
---------------
---------------
Building Official DowaTrooL W. 1i
cofALaAL
-----------------------------------------------------------
Permit Number BLD2022-0178
23931 HIGHWAY 99
EDMONDS, WA 98026
SNOHOMISH
CITY OF EDMONDS
H GT-0 57.0'/64.0'
APPLICABLE CODES/REFERENCE DOCUMENTS
ALL WORK SHALL BE PERFORMED AND MATERIALS INSTALLED IN ACCORDANCE
WITH THE CURRENT EDITIONS OF THE FOLLOWING CODES AS ADOPTED BY THE
LOCAL GOVERNING AUTHORITIES. NOTHING IN THESE PLANS IS TO BE CONSTRUED
TO PERMIT WORK NOT CONFORMING TO THESE CODES:
CODE TYPE CODE
BUILDING 2018 IBC
MECHANICAL 2018 IMC ENGINEERING DIVISION
ELECTRICAL 2020 NEC
NOTE:
PRIOR TO ACCESSING/ENTERING THE SITE YOU MUST CONTACT THE CROWN
NOC AT (800) 788-7011 & CROWN CONSTRUCTION MANAGER
HF'F'KUVtU
W�� 02/09/2022
Protect storm drains from construction
detritius.
REFERENCE DOCUMENTS:
RFDS ID: 4323785
APPLICATION ID: 565149
MOUNT ANALYSIS BY: B + T Group
DATED: 06/28/21
CALL WASHINGTON ONE CALL
(800)424-5555
CALL 3 WORKING DAYS
BEFORE YOU DIG!
AT&T
QJ4CROWN
CASTLE
1505 WESTLAKE AVENUE NORTH, SUITE 800
SEATTLE, WA 98109
PD�
O
P. MARSHALL &ASSOCIATES
BU #: 840470
LAKE BALLINGER
23931 HIGHWAY 99
EDMONDS, WA 98026
REV DATE DESCRIPTION
A 7/16/21 PRELIMS
0 1/27/22 FOR CONSTRUCTION
2/10/2022
CITY OF EDMONDS
DEVELOPMENT
SERVICES DEPARTMENT
DESIGNED: JLB
G w"ofr
DRAWN: JLB
0� CHECKED: PWM
"a�po 901/27/2022
k�
+'
sG
UBI NUMBER: 604-106-184
JOB #:
21 CCA06M-0080
TITLE SHEET &
PROJECT
INFORMATION
u 0
zo: Tml
CROWN CASTLE USA INC. SITE ACTIVITY REQUIREMENTS:
GENERAL NOTES:
1.
FOR THE PURPOSE OF CONSTRUCTION DRAWING, THE FOLLOWING DEFINITIONS SHALL APPLY:
1.
NOTICE TO PROCEED- NO WORK SHALL COMMENCE PRIOR TO CROWN CASTLE USA INC. WRITTEN NOTICE TO PROCEED (NTP)
CONTRACTOR: GENERAL CONTRACTOR RESPONSIBLE FOR CONSTRUCTION
AND THE ISSUANCE OF A PURCHASE ORDER. PRIOR TO ACCESSING/ENTERING THE SITE YOU MUST CONTACT THE CROWN
CARRIER: AT&T
CASTLE USA INC. NOC AT 800-788-7011 & THE CROWN CASTLE USA INC. CONSTRUCTION MANAGER.
TOWER OWNER: CROWN CASTLE USA INC.
2.
"LOOK UP" - CROWN CASTLE USA INC. SAFETY CLIMB REQUIREMENT:
2.
THESE DRAWINGS HAVE BEEN PREPARED USING STANDARDS OF PROFESSIONAL CARE AND COMPLETENESS NORMALLY EXERCISED UNDER
THE INTEGRITY OF THE SAFETY CLIMB AND ALL COMPONENTS OF THE CLIMBING FACILITY SHALL BE CONSIDERED DURING ALL
SIMILAR CIRCUMSTANCES BY REPUTABLE ENGINEERS IN THIS OR SIMILAR LOCALITIES. IT IS ASSUMED THAT THE WORK DEPICTED WILL BE
STAGES OF DESIGN, INSTALLATION, AND INSPECTION. TOWER MODIFICATION, MOUNT REINFORCEMENTS, AND/OR EQUIPMENT
PERFORMED BY AN EXPERIENCED CONTRACTOR AND/OR WORKPEOPLE WHO HAVE A WORKING KNOWLEDGE OF THE APPLICABLE CODE
INSTALLATIONS SHALL NOT COMPROMISE THE INTEGRITY OR FUNCTIONAL USE OF THE SAFETY CLIMB OR ANY COMPONENTS OF
STANDARDS AND REQUIREMENTS AND OF INDUSTRY ACCEPTED STANDARD GOOD PRACTICE. AS NOT EVERY CONDITION OR ELEMENT IS (OR
THE CLIMBING FACILITY ON THE STRUCTURE. THIS SHALL INCLUDE, BUT NOT BE LIMITED TO: PINCHING OF THE WIRE ROPE,
CAN BE) EXPLICITLY SHOWN ON THESE DRAWINGS, THE CONTRACTOR SHALL USE INDUSTRY ACCEPTED STANDARD GOOD PRACTICE FOR
BENDING OF THE WIRE ROPE FROM ITS SUPPORTS, DIRECT CONTACT OR CLOSE PROXIMITY TO THE WIRE ROPE WHICH MAY
MISCELLANEOUS WORK NOT EXPLICITLY SHOWN.
CAUSE FRICTIONAL WEAR, IMPACT TO THE ANCHORAGE POINTS IN ANY WAY, OR TO IMPEDE/BLOCK ITS INTENDED USE. ANY
3.
THESE DRAWINGS REPRESENT THE FINISHED STRUCTURE. THEY DO NOT INDICATE THE MEANS OR METHODS OF CONSTRUCTION. THE
COMPROMISED SAFETY CLIMB, INCLUDING EXISTING CONDITIONS MUST BE TAGGED OUT AND REPORTED TO YOUR CROWN
CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE CONSTRUCTION MEANS METHODS TECHNIQUES,
Q SEQUENCES,AND PROCEDURES.
CASTLE USA INC. POC OR CALL THE NOC TO GENERATE A SAFETY CLIMB MAINTENANCE AND CONTRACTOR NOTICE TICKET.
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
3.
PRIOR TO THE START OF CONSTRUCTION ALL REQUIRED JURISDICTIONAL PERMITS SHALL BE OBTAINED. THIS INCLUDES BUT
Q
REPRESENTATIVE WILL NOT INCLUDE INSPECTION OF THESE ITEMS AND IS FOR STRUCTURAL OBSERVATION OF THE FINISHED STRUCTURE
IS NOT LIMITED TO, BUILDING, ELECTRICAL, MECHANICAL, FIRE, FLOOD ZONE, ENVIRONMENTAL, AND ZONING. AFTER ONSITE
ONLY.
ACTIVITIES AND CONSTRUCTION ARE COMPLETED, ALL REQUIRED PERMITS SHALL BE SATISFIED AND CLOSED OUT ACCORDING
4.
NOTES AND DETAILS IN THE CONSTRUCTION DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS. WHERE NO
TO LOCAL JURISDICTIONAL REQUIREMENTS.
DETAILS ARE SHOWN, CONSTRUCTION SHALL CONFORM TO SIMILAR WORK ON THE PROJECT, AND/OR AS PROVIDED FOR IN THE CONTRACT
4.
ALL CONSTRUCTION MEANS AND METHODS; INCLUDING BUT NOT LIMITED TO, ERECTION PLANS, RIGGING PLANS, CLIMBING
DOCUMENTS. WHERE DISCREPANCIES OCCUR BETWEEN PLANS, DETAILS, GENERAL NOTES, AND SPECIFICATIONS, THE GREATER, MORE STRICT
PLANS, AND RESCUE PLANS SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR RESPONSIBLE FOR THE EXECUTION
REQUIREMENTS, SHALL GOVERN. IF FURTHER CLARIFICATION IS REQUIRED CONTACT THE ENGINEER OF RECORD.
OF THE WORK CONTAINED HEREIN, AND SHALL MEET ANSI/ASSE A10.48 (LATEST EDITION); FEDERAL, STATE, AND LOCAL
5.
SUBSTANTIAL EFFORT HAS BEEN MADE TO PROVIDE ACCURATE DIMENSIONS AND MEASUREMENTS ON THE DRAWINGS TO ASSIST IN THE
REGULATIONS; AND ANY APPLICABLE INDUSTRY CONSENSUS STANDARDS RELATED TO THE CONSTRUCTION ACTIVITIES BEING
FABRICATION AND/OR PLACEMENT OF CONSTRUCTION ELEMENTS BUT IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO FIELD
PERFORMED. ALL RIGGING PLANS SHALL ADHERE TO ANSI/ASSE A10.48 (LATEST EDITION) AND CROWN CASTLE USA INC.
VERIFY THE DIMENSIONS, MEASUREMENTS, AND/OR CLEARANCES SHOWN IN THE CONSTRUCTION DRAWINGS PRIOR TO FABRICATION OR
STANDARD CED-STD-10253 INCLUDING THE REQUIRED INVOLVEMENT OF A QUALIFIED ENGINEER FOR CLASS IV
Q
CUTTING OF ANY NEW OR EXISTING CONSTRUCTION ELEMENTS. IF IT IS DETERMINED THAT THERE ARE DISCREPANCIES AND/OR CONFLICTS
CONSTRUCTION, TO CERTIFY THE SUPPORTING STRUCTURE(S) IN ACCORDANCE WITH ANSI/TIA-322 (LATEST EDITION).
WITH THE CONSTRUCTION DRAWINGS THE ENGINEER OF RECORD IS TO BE NOTIFIED AS SOON AS POSSIBLE.
5.
ALL SITE WORK TO COMPLY WITH QAS-STD-10068 "INSTALLATION STANDARDS FOR CONSTRUCTION ACTIVITIES ON CROWN
6.
PRIOR TO THE SUBMISSION OF BIDS, THE BIDDING CONTRACTOR SHALL VISIT THE CELL SITE TO FAMILIARIZE WITH THE EXISTING CONDITIONS
CASTLE USA INC. TOWER SITE" AND LATEST VERSION OF ANSI/TIA-1019-A-2012 "STANDARD FOR INSTALLATION, ALTERATION,
AND TO CONFIRM THAT THE WORK CAN BE ACCOMPLISHED AS SHOWN ON THE CONSTRUCTION DRAWINGS. ANY DISCREPANCY FOUND SHALL
AND MAINTENANCE OF ANTENNA SUPPORTING STRUCTURES AND ANTENNAS."
BE BROUGHT TO THE ATTENTION OF CROWN CASTLE.
6.
IF THE SPECIFIED EQUIPMENT CAN NOT BE INSTALLED AS SHOWN ON THESE DRAWINGS, THE CONTRACTOR SHALL PROPOSE
7.
ALL MATERIALS FURNISHED AND INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES, REGULATIONS AND
AN ALTERNATIVE INSTALLATION FOR APPROVAL BY CROWN CASTLE USA INC. PRIOR TO PROCEEDING WITH ANY SUCH CHANGE
ORDINANCES. CONTRACTOR SHALL ISSUE ALL APPROPRIATE NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, RULES, REGULATIONS AND
OF INSTALLATION.
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
7.
ALL MATERIALS FURNISHED AND INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES, REGULATIONS
REGULATIONS.
AND ORDINANCES. CONTRACTOR SHALL ISSUE ALL APPROPRIATE NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, RULES,
8.
UNLESS NOTED OTHERWISE, THE WORK SHALL INCLUDE FURNISHING MATERIALS, EQUIPMENT, APPURTENANCES AND LABOR NECESSARY TO
REGULATIONS AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY REGARDING THE PERFORMANCE OF THE WORK. ALL WORK
COMPLETE ALL INSTALLATIONS AS INDICATED ON THE DRAWINGS.
CARRIED OUT SHALL COMPLY WITH ALL APPLICABLE MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS AND LOCAL
9.
THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS UNLESS
JURISDICTIONAL CODES, ORDINANCES AND APPLICABLE REGULATIONS.
SPECIFICALLY STATED OTHERWISE.
8.
THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS
10.
IF THE SPECIFIED EQUIPMENT CAN NOT BE INSTALLED AS SHOWN ON THESE DRAWINGS, THE CONTRACTOR SHALL PROPOSE AN
UNLESS SPECIFICALLY STATED OTHERWISE.
ALTERNATIVE INSTALLATION FOR APPROVAL BY THE CARRIER AND CROWN CASTLE PRIOR TO PROCEEDING WITH ANY SUCH CHANGE OF
9.
THE CONTRACTOR SHALL CONTACT UTILITY LOCATING SERVICES PRIOR TO THE START OF CONSTRUCTION.
INSTALLATION.
10.
ALL EXISTING ACTIVE SEWER, WATER, GAS, ELECTRIC AND OTHER UTILITIES WHERE ENCOUNTERED IN THE WORK, SHALL BE
11.
CONTRACTOR IS TO PERFORM A SITE INVESTIGATION AND IS TO DETERMINE THE BEST ROUTING OF ALL CONDUITS FOR POWER, AND TELCO
PROTECTED AT ALL TIMES AND WHERE REQUIRED FOR THE PROPER EXECUTION OF THE WORK, SHALL BE RELOCATED AS
AND FOR GROUNDING CABLES AS SHOWN IN THE POWER, TELCO, AND GROUNDING PLAN DRAWINGS.
DIRECTED BY CONTRACTOR. EXTREME CAUTION SHOULD BE USED BY THE CONTRACTOR WHEN EXCAVATING OR DRILLING PIERS
12.
THE CONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS, PAVEMENTS, CURBS, LANDSCAPING AND STRUCTURES. ANY DAMAGED PART
AROUND OR NEAR UTILITIES. CONTRACTOR SHALL PROVIDE SAFETY TRAINING FOR THE WORKING CREW. THIS WILL INCLUDE
SHALL BE REPAIRED AT CONTRACTOR'S EXPENSE TO THE SATISFACTION OF CROWN CASTLE USA INC.
BUT NOT BE LIMITED TO A) FALL PROTECTION B) CONFINED SPACE C) ELECTRICAL SAFETY D) TRENCHING AND EXCAVATION E)
13.
CONTRACTOR SHALL LEGALLY AND PROPERLY DISPOSE OF ALL SCRAP MATERIALS SUCH AS COAXIAL CABLES AND OTHER ITEMS REMOVED
CONSTRUCTION SAFETY PROCEDURES.
FROM THE EXISTING FACILITY. ANTENNAS REMOVED SHALL BE RETURNED TO THE OWNER'S DESIGNATED LOCATION.
11.
ALL SITE WORK SHALL BE AS INDICATED ON THE STAMPED CONSTRUCTION DRAWINGS AND PROJECT SPECIFICATIONS, LATEST
14.
CONTRACTOR SHALL LEAVE PREMISES IN CLEAN CONDITION. TRASH AND DEBRIS SHOULD BE REMOVED FROM SITE ON A DAILY BASIS.
APPROVED REVISION.
12.
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.
13.
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, CROWN CASTLE USA INC.,
AND/OR LOCAL UTILITIES.
14.
THE CONTRACTOR SHALL PROVIDE SITE SIGNAGE IN ACCORDANCE WITH THE TECHNICAL SPECIFICATION FOR SITE SIGNAGE
CONCRETE, FOUNDATIONS, AND REINFORCING STEEL:
REQUIRED BY LOCAL JURISDICTION AND SIGNAGE REQUIRED ON INDIVIDUAL PIECES OF EQUIPMENT, ROOMS, AND SHELTERS.
15.
THE SITE SHALL BE GRADED TO CAUSE SURFACE WATER TO FLOW AWAY FROM THE CARRIER'S EQUIPMENT AND TOWER
AREAS.
1.
ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE ACI 301, ACI 318, ACI 336, ASTM A184, ASTM A185 AND THE DESIGN AND
16.
THE SUB GRADE SHALL BE COMPACTED AND BROUGHT TO A SMOOTH UNIFORM GRADE PRIOR TO FINISHED SURFACE
CONSTRUCTION SPECIFICATION FOR CAST -IN -PLACE CONCRETE.
APPLICATION.
2.
UNLESS NOTED OTHERWISE, SOIL BEARING PRESSURE USED FOR DESIGN OF SLABS AND FOUNDATIONS IS ASSUMED TO BE 1000 psf.
17.
THE AREAS OF THE OWNERS PROPERTY DISTURBED BY THE WORK AND NOT COVERED BY THE TOWER, EQUIPMENT OR
3.
ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH (f'c) OF 3000 psi AT 28 DAYS, UNLESS NOTED OTHERWISE. NO MORE
DRIVEWAY, SHALL BE GRADED TO A UNIFORM SLOPE, AND STABILIZED TO PREVENT EROSION AS SPECIFIED ON THE
THAN 90 MINUTES SHALL ELAPSE FROM BATCH TIME TO TIME OF PLACEMENT UNLESS APPROVED BY THE ENGINEER OF RECORD.
CONSTRUCTION DRAWINGS AND/OR PROJECT SPECIFICATIONS.
TEMPERATURE OF CONCRETE SHALL NOT EXCEED 90°f AT TIME OF PLACEMENT.
18.
CONTRACTOR SHALL MINIMIZE DISTURBANCE TO EXISTING SITE DURING CONSTRUCTION. EROSION CONTROL MEASURES, IF
4.
CONCRETE EXPOSED TO FREEZE -THAW CYCLES SHALL CONTAIN AIR ENTRAINING ADMIXTURES. AMOUNT OF AIR ENTRAINMENT TO BE BASED
REQUIRED DURING CONSTRUCTION, SHALL BE IN CONFORMANCE WITH THE LOCAL GUIDELINES FOR EROSION AND SEDIMENT
ON SIZE OF AGGREGATE AND F3 CLASS EXPOSURE (VERY SEVERE). CEMENT USED TO BE TYPE II PORTLAND CEMENT WITH A MAXIMUM
CONTROL.
WATER -TO -CEMENT RATIO (W/C) OF 0.45.
19.
THE CONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS, PAVEMENTS, CURBS, LANDSCAPING AND STRUCTURES. ANY
5.
ALL STEEL REINFORCING SHALL CONFORM TO ASTM A615. ALL WELDED WIRE FABRIC (WWF) SHALL CONFORM TO ASTM A185. ALL SPLICES
DAMAGED PART SHALL BE REPAIRED AT CONTRACTOR'S EXPENSE TO THE SATISFACTION OF OWNER.
SHALL BE CLASS "B" TENSION SPLICES, UNLESS NOTED OTHERWISE. ALL HOOKS SHALL BE STANDARD 90 DEGREE HOOKS, UNLESS NOTED
20.
CONTRACTOR SHALL LEGALLY AND PROPERLY DISPOSE OF ALL SCRAP MATERIALS SUCH AS COAXIAL CABLES AND OTHER
OTHERWISE. YIELD STRENGTH (Fy) OF STANDARD DEFORMED BARS ARE AS FOLLOWS:
ITEMS REMOVED FROM THE EXISTING FACILITY. ANTENNAS REMOVED SHALL BE RETURNED TO THE OWNER'S DESIGNATED
#4 BARS AND SMALLER 40 ksi
LOCATION.
#5 BARS AND LARGER 60 ksi
21.
CONTRACTOR SHALL LEAVE PREMISES IN CLEAN CONDITION. TRASH AND DEBRIS SHOULD BE REMOVED FROM SITE ON A DAILY
6.
THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCING STEEL UNLESS SHOWN OTHERWISE ON DRAWINGS:
BASIS.
CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3"
22.
NO FILL OR EMBANKMENT MATERIAL SHALL BE PLACED ON FROZEN GROUND. FROZEN MATERIALS, SNOW OR ICE SHALL NOT
CONCRETE EXPOSED TO EARTH OR WEATHER:
BE PLACED IN ANY FILL OR EMBANKMENT.
#6 BARS AND LARGER 2"
#5 BARS AND SMALLER 1-1/2"
CONCRETE NOT EXPOSED TO EARTH OR WEATHER:
SLAB AND WALLS 3/4"
BEAMS AND COLUMNS 1-1 /2"
7.
A TOOLED EDGE OR A 3/4" CHAMFER SHALL BE PROVIDED AT ALL EXPOSED EDGES OF CONCRETE, UNLESS NOTED OTHERWISE, IN
ACCORDANCE WITH ACI 301 SECTION 4.2.4.
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 2/0 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).
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 TIC 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 CROWN CASTLE USA INC. 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
TEMPORARY SURVEY MARKINGS
ELECTRIC POWER LINES, CABLES, CONDUIT,
AND LIGHTING CABLES
YELLOW GAS OIL, STEAM, PETROLEUM, OR GASEOUS
MATERIALS
COMMUNICATION, ALARM OR SIGNAL LINES, CABLES,
OR CONDUIT AND TRAFFIC LOOPS
POTABLE WATER
RECLAIMED WATER, IRRIGATION, AND SLURRY
LINES
SEWERS AND DRAIN LINES
AT&T
QjCROWN
%. CASTLE
1505 WESTLAKE AVENUE NORTH, SUITE 800
SEATTLE, WA 98109
D 0
O
P. MARSHALL &ASSOCIATES
BU �: 840470
LAKE BALLINGER
23931 HIGHWAY 99
EDMONDS, WA 98026
REV I DATE I DESCRIPTION
A 1 7/16/21 I PRELIMS
0 1 1/27/22 I FOR CONSTRUCTION
2/10/2022
CITY OF EDMONDS
DEVELOPMENT
SERVICES DEPARTMENT
DESIGNED: JLB
G w"o;,4%
ovw' _ I DRAWN: JLB
wd�� jj�#4�0
s`sj�NAL�G
01 /27/2022
UBI NUMBER: 604-106-184
CHECKED: PWM
JOB #:
21 CCA06M-0080
GENERAL NOTES
Tm2
W
LEGAL DESCRIPTION:
FRUITLAND ACRES TO LAKE BALLINGER BLK 002 D-04 — BEG AT
INT E LN ST RD 1 AS PREVIOUSLY DEEDED & S LN LOT 15 SD
PLAT TH E 200 FT TH NLY AT R/A 100 FT TH WLY & PLT S LN
LOTS 15 & 16 TO ST RD 1 AS PREVIOUS— LY DEEDED TH SWLY
ALG SD RD TO POBLESS S/HY
N
S
E
u
0
f 131 TOWER SETBACK
APPROXIMATE LOCATION OF PROPERTY LINE
EXISTING SITE LOCATION
— SEE SHEET C-1.2 FOR
DETAILS
SUBJECT PARCEL:
00451900201504
ZONING:
GC
EXISTING
Fill
EXISTING
BUILDING
BUILDING
EXISTING -
BUILDING /
r\/IC`TIAin -rm rr �T\/fl
AT&T
CROWN
wo�, CASTLE
1505 WESTLAKE AVENUE NORTH, SUITE 800
SEATTLE, WA 98109
p
0
O
P. MARSHALL &ASSOCIATES
EXISTING EXISTING % EXISTING
BUILDING BUILDING xx BUILDING '- /''�/ �\ Oki
WA6358
±30' TOWER
i SETBACK i
-"'� APPROXIMATE LOCATION OF PROPERTY LINE
0. l0ril
1 �
`din
EXISTING
BUILDING
VmV
OVERALL SITE PLAN
T
1 1
1 1 1 .1 1
-RS PROPERTY
IYP.)
SITE PLAN DISCLAIMER:
PROPERTY LINES AND STRUCTURES HAVE BEEN
DIGITIZED FROM JURISDICTIONAL GIS. CROWN
CASTLE USA INC. HAS NOT COMPLETED A SITE
SURVEY AND THEREFORE MAKES NO CLAIMS AS
TO THE ACCURACY OF INFORMATION DEPICTED
ON THIS SHEET.
BU #: 840470
LAKE BALLINGER
23931 HIGHWAY 99
EDMONDS, WA 98026
REVI DATE
A 1 7/16/21
0 1 1 /27/22
DESCRIPTION
PRELIMS
FOR CONSTRUCTION
2/10/2022
CITY OF EDMONDS
DEVELOPMENT
SERVICES DEPARTMENT
DESIGNED: JLB
G w �"
w'°� DRAWN: JLB
coC t-- CHECKED: PWM
1.6 55499 k�
ssj�NALE�Cs
01 /27/2022
UBI NUMBER: 604-106-184
JOB #:
21 CCA06M-0080
OVERALL SITE PLAN
CA A
NOTE:
EQUIPMENT LAYOUT SHOWN IS BASED ON THE PREVIOUS
CONSTRUCTION DRAWINGS DONE BY CROWN CASTLE
DATED 4/8/20 AS WELL AS MOST RECENT AUDIT
PHOTOS AND MEASUREMENTS. IF EQUIPMENT LAYOUT
DIFFERS FROM WHAT IS SHOWN, CONTRACTOR TO
CONTACT THE CONSTRUCTION MANAGER.
EXISTING AT&T ICE BRIDGE
(+/-10'-0")
EXISTING
CARRIER
EQUIPMENT
PAD
EXISTING
MONOPOLE
EXISTING AT&T ICE
BRIDGE (+/-12'-0")
EXISTING AT&T FEEDLINES
(18) 7/8" COAX CABLES
(4) #8 AWG DC TRUNKS
- (2) FIBER TRUNK
- (1) RET
/
EXISTING AT&T ICE BRIDGE
(+/-10'-0")
EXISTING
CARRIER
EQUIPMENT
PAD
EXISTING RAYCAP
DC 12 (LTE)
EXISTING
MONOPOLE
EXISTING AT&T ICE
BRIDGE (+/-12'-0")
EXISTING AT&T FEEDLINES
(18) 7/8" COAX CABLES
(4) #8 AWG DC TRUNKS
- (2) FIBER TRUNK
- (1) RET
PROPOSED AT&T (1)
#6 AWG DC TRUNK(S)
EXISTING
CABLE
TRAY
EXISTING MINI-PURCELL FLX16 W/ vvr.ih
FSM4 FSM4(AMIA)
EXISTING RAYCAP DC12 (LTE)
EXISTING AT&T POWER METER
PANEL
EXISTING
GENERATOR
INTERFACE
ENCLOSURE
SUB
PANEL
1
EXISTING
NOKIA
GSM
CABINET
1 � 1
EXISTING
CABLE
TRAY
EXISTING MINI-PURCELL FLX16 W/ ivvr.ir
FSM4 FSM4(AMIA)
ASI
T PAI
PANEL
EXISTING
GENERATOR
INTERFACE
ENCLOSURE
EWME/00/0. 1
1 � 1
EXISTING
ARGUS TE21
+24V DC
POWER
PLANT &
BATTERIES
T
J/
i
REMOVE POWER EQUIPMENT FROM EXISTING CONVERTER SHELF, REMOVE
CONVERTER SHELF; TRANSFER LOADS TO NEW POWER PLANT
EXISTING ARGUS TE43 CABINET W/ RAYCAP DC6 (LTE), RAYCAP DC12
(LTE), -48V CONVERTER SHELF, SAID, CCU, & FIBER SLACK TRAY
EXISTING
ARGUS TE40
BATTERY
CABINET TO
BE REMOVED
\L
EXISTING
UMTS
CABINET
EXISTING
DIPLEXERS
EXISTING AT&T 14'-6"
x 16'-0" PAD
EXISTING
JUNCTION BOXES
EXISTING +24v DC POWER PLANT TO BE REMOVED
- BATTERIES TO REMAIN
EXISTING ARGUS TE43 CABINET W/ RAYCAP DC6 (LTE),
RAYCAP DC12 (LTE). CCU. & FIBER SLACK TRAY
PROPOSED
EMERSON
BATTERY
CABINET
EXISTING
UMTS
CABINET
EXISTING
DIPLEXERS
W
BATTERY NOTE: s
RECONFIGURE (10) +24V STRINGS
AS (5) -48V STRINGS AT FINAL.
EXISTING FSM4 (AMIA) - UTILIZE EXISTING (1) ASIA AND (3) ABIA
CARDS ON THE Cl SIDE FOR LTE. REMOVE EXISTING (1) ASIK AND (1)
ABIL CARDS ON THE C2 SIDE. ADD (1) ASIL AND (2) ABIO CARDS TO
THE C2 SIDE FOR 5G 850/1900/AWS, 5G C n77
EXISTING
JUNCTION BOXES
EXISTING AT&T 14'-6"
x 16'-0" PAD
PROPOSED -48V EMERSON NETSURE
512 DC PLANT W/ (10) RECTIFIERS
& (2) CONVERTER MODULES
INSTALLER NOTE:
QjCROWN
t4ow CASTLE
1505 WESTLAKE AVENUE NORTH, SUITE 800
SEATTLE, WA 98109
[ppm
P. MARSHALL &ASSOCIATES
BU #: 840470
LAKE BALLINGER
23931 HIGHWAY 99
EDMONDS, WA 98026
REV I DATE DESCRIPTION
E A 7/16/21 PRELIMS
CROWN CASTLE HAS BEEN INFORMED BY THE CARRIER THAT THE REMOVAL OF THE
EXISTING EQUIPMENT AND REPLACEMENT WITH NEW EQUIPMENT WILL NOT INVOLVE ANY
MODIFICATION OR UPGRADES TO THE EXISTING AC ELECTRICAL SYSTEM AND THAT THE
PROPOSED EQUIPMENT WILL UTILIZE THE SAME BREAKER, WIRE, AND CONDUIT THAT
WAS USED FOR THE EQUIPMENT BEING REPLACED. THE CONTRACTOR IS TO NOTIFY
THE ENGINEER OF RECORD IF ANY ELECTRICAL MODIFICATIONS TO THE EXISTING AC
ELECTRICAL SYSTEM ARE NECESSARY FOR THE REQUESTED WORK TO BE PERFORMED.
0 1/27/22 FOR CONSTRUCTION
w7T" - 01 /27/2022
UBI NUMBER: 604-106-184
2/10/2022
CITY OF EDMONDS
DEVELOPMENT
SERVICES DEPARTMENT
DESIGNED: JLB
DRAWN: JLB
CHECKED: PWM
JOB #:
21 CCA06M-0080
EXISTING &FINAL
EQUIPMENT PLANS
CA m2
CVICTIKI(` AT9,.T F:-nl IIDKA1 -NIT Tn REMAIN
NinTF-c-
1. CONTRACTOR TO VERIFY ALL ANTENNA TIP HEIGHTS DO
NOT EXCEED BEACON BASE HEIGHT.
MOUNT ANALYSIS NOTES:
,YCAP SQUID 1. THE DESIGN DEPICTED IN THESE DRAWINGS IS VALID
WHEN ACCOMPANIED BY A CORRESPONDING PASSING
BE REMOVED MOUNT ANALYSIS.
I-ENNAS 2. CONSTRUCTION MANAGER / GENERAL CONTRACTOR SHALL
)65C ANTENNAS REVIEW THE MOUNT ANALYSIS FOR ANY CONDITIONS PRIOR
TMA's TO INSTALLATION.
3. ANY REQUIRED MOUNT MODIFICATION DESIGN OR MOUNT
REPLACEMENT SHALL BE APPROVED BY EOR.
EXISTING SOUTH ELEVATION
NOT TO SCALE
J
CD J
Q Q
0
0
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F-
2
C� Of
W �J
2 �
O
F—
c�
z z
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0
Lo
06
Lo
CO
Lo
0
e
0
0
0
0
0
0
0
0
0
e
0
0
0
0
EXISTING AT&T EQUIPMENT TO REMAIN
- (6) ANTENNAS
- (12) RRH
- (2) DC6-48-60-18-8F RAYCAP SQUID
AT&T EQUIPMENT TO BE INSTALLED
— (3) NOKIA AEQK ANTENNAS
— (1) DC9-48-60-24-8C—EV RAYCAP SQUID
EXISTING AT&T PLATFORM MOUNT TO BE UPGRADED/MODIFIED PER THE
MOUNT ANALYSIS
• INSTALL (2) STANDOFF MOUNTS (SITEPRO1 #WWM02 — HSS4X4X4 —
2'-0" LONG), ATTACHED TO THE EXISTING PLATFORM FACE
HORIZONTAL CHANNEL AND THE REINFORCING FACE HORIZONTAL PIPE
WITH NEW ANTENNA MOUNTING PIPE 2" STD X 6'-0" ATTACHED TO
THE NEW STANDOFF MOUNTS, NEAR POSITION #3 AT GAMMA SECTOR.
• MOVE EXISTING ANTENNA MOUNTING PIPE OF POSITION #3 AT ALPHA
SECTOR, 1 '-9 " TOWARDS POSITION #4.
PROPOSED SITE PRO 1 6CHMT COLLAR MOUNT FOR
RRH MOUNTED 18" BELOW AT&T MOUNT
PROPOSED AT&T (1) #6 AWG DC TRUNK(S)
EXISTING AT&T FEEDLINES
— (18) 7/8" COAX CABLES
— (4) #8 AWG DC TRUNKS
— (2) FIBER TRUNK
— (1) RET
EXISTING MONOPOLE
FINAL SOUTH ELEVATION
NOT TO SCALE
AT&T
CROWN
CASTLE
1505 WESTLAKE AVENUE NORTH, SUITE 800
SEATTLE, WA 98109
D 0
O
P. MARSHALL &ASSOCIATES
BU #: 840470
LAKE BALLINGER
23931 HIGHWAY 99
EDMONDS, WA 98026
REVI DATE
A 1 7/16/21
0 1 1 /27/22
DESCRIPTION
PRELIMS
FOR CONSTRUCTION
W7T" - 01 /27/2022
UBI NUMBER: 604-106-184
2/10/2022
CITY OF EDMONDS
DEVELOPMENT
SERVICES DEPARTMENT
DESIGNED: JLB
DRAWN: JLB
CHECKED: PWM
JOB #:
21 CCA06M-0080
EXISTING & FINAL
ELEVATIONS
Cm2
NOTE:
EQUIPMENT LAYOUT SHOWN IS BASED ON THE PREVIOUS
CONSTRUCTION DRAWINGS DONE BY CROWN CASTLE
DATED 4/8/20 AS WELL AS MOST RECENT AUDIT
PHOTOS AND MEASUREMENTS. IF EQUIPMENT LAYOUT
DIFFERS FROM WHAT IS SHOWN, CONTRACTOR TO
CONTACT THE CONSTRUCTION MANAGER.
EXISTING AT&T ANTENNAS TO BE REMOVED
COMMSCOPE SBNHH-lD65C
(TOTAL OF 3, 1 PER SECTOR)
LTE
---
270°
EXISTING AT&T RRH TO REMAIN
NOKIA RRH4X25-WCS-4R
(TOTAL OF 3, 1 PER SECTOR)
U MTS
g---
EXISTING AT&T RRH TO REMAIN 270°
NOKIA 4T4R B12/14 AHLBA
(TOTAL OF 3, 1 PER SECTOR)
EXISTING AT&T RRH TO REMAIN
NOKIA 4T4R B25/66 AHFIB
(TOTAL OF 3, 1 PER SECTOR)
5G
270°
EXISTING PLATFORM MOUNT TO REMAIN
EXISTING AT&T RRH TO REMAIN
NOKIA RRH4X25—WCS-4R
(TOTAL OF 3, 1 PER SECTOR)
LTE
270°
o
EXISTING AT&T ANTENNAS TO REMAIN
COMMSCOPE NNH4-65C—R6
(TOTAL OF 6, 2 PER SECTOR)
— GAMMA POSITION 2, RELOCATE TO POSITION 4
— BETA POSITION 1, RELOCATE TO POSITION 4
EXISTING AT&T RAYCAP DC6-48-60-18-8F TO REMAIN
(TOTAL OF 2, 1 PER ALPHA & GAMMA SECTOR)
EXISTING AT&T TMAs TO BE REMOVED
POWERWAVE LGP21401
(TOTAL OF 6, 2 PER SECTOR)
A�'
EXISTING AT&T RRH TO REMAIN
NOKIA 4T4R B5 AHCA
(TOTAL OF 3, 1 PER SECTOR)
EXISTING AT&T ANTENNAS TO BE REMOVED
KATHREIN 742-265
(TOTAL OF 3, 1 PER SECTOR)
lorfildKolm
1. CONTRACTOR TO VERIFY ALL ANTENNA TIP HEIGHTS DO
NOT EXCEED BEACON BASE HEIGHT.
MOUNT ANALYSIS NOTES:
1. THE DESIGN DEPICTED IN THESE DRAWINGS IS VALID
WHEN ACCOMPANIED BY A CORRESPONDING PASSING
N MOUNT ANALYSIS.
EXISTING ANTENNA PLAN 2. CONSTRUCTION MANAGER / GENERAL CONTRACTOR SHALL
1 "=3'—O" (FULL SIZE) REVIEW THE MOUNT ANALYSIS FOR ANY CONDITIONS PRIOR
KL7TO INSTALLATION.
3' 1.5' 0 3' 1 "=6'-0" (l l xl7) 3. ANY REQUIRED MOUNT MODIFICATION DESIGN OR MOUNT
REPLACEMENT SHALL BE APPROVED BY EOR.
PROPOSED AT&T ANTENNAS
NOKIA AEQK
(TOTAL OF 3, 1 PER SECTOR)
hC�
/6\/^�
G1
LTE/5G
270°
PROPOSED AT&T RAYCAP DC9-48-60-24-8C-EV
(TOTAL OF 1, BETA SECTOR)
LTE
-06-----
270°
EXISTING AT&T RRH TO REMAIN
NOKIA 4T4R B12/14 AHLBA
(TOTAL OF 3, 1 PER SECTOR)
EXISTING AT&T RRH TO REMAIN
NOKIA 4T4R B25/66 AHFIB
(TOTAL OF 3, 1 PER SECTOR)
513
270°
64
U
82 0
A4
o°
h�i O
G2
A2
\
�r
EXISTING AT&T PLATFORM MOUNT TO BE UPGRADED/MODIFIED PER THE
MOUNT ANALYSIS
• INSTALL (2) STANDOFF MOUNTS (SITEPR01 #WWM02 - HSS4X4X4 -
2'-0" LONG), ATTACHED TO THE EXISTING PLATFORM FACE
HORIZONTAL CHANNEL AND THE REINFORCING FACE HORIZONTAL PIPE
WITH NEW ANTENNA MOUNTING PIPE 2" STD X 6'-0" ATTACHED TO
THE NEW STANDOFF MOUNTS, NEAR POSITION #3 AT GAMMA SECTOR.
• MOVE EXISTING ANTENNA MOUNTING PIPE OF POSITION #3 AT ALPHA
SECTOR, 1 '-9 " TOWARDS POSITION #4.
EXISTING AT&T RAYCAP DC6-48-60-18-8F TO REMAIN
(TOTAL OF 2, 1 PER ALPHA & GAMMA SECTOR)
lc�/ /
e
G4
EXISTING AT&T ANTENNAS TO REMAIN
COMMSCOPE NNH4-65C—R6
(TOTAL OF 6, 2 PER SECTOR)
GAMMA POSITION 2, RELOCATE TO POSITION 4
— BETA POSITION 1, RELOCATE TO POSITION 4
EXISTING AT&T RRH TO REMAIN
NOKIA 4T4R B5 AHCA
(TOTAL OF 3, 1 PER SECTOR)
PROPOSED SITE PRO 1 6CHMT COLLAR MOUNT FOR
RRH MOUNTED 18" BELOW AT&T MOUNT
AT&T
CROWN
CASTLE
1505 WESTLAKE AVENUE NORTH, SUITE 800
SEATTLE, WA 98109
D 0
O
P. MARSHALL &ASSOCIATES
BU #: 840470
LAKE BALLINGER
23931 HIGHWAY 99
EDMONDS, WA 98026
REVI DATE
A 1 7/16/21
0 1 1 /27/22
DESCRIPTION
PRELIMS
FOR CONSTRUCTION
W7T" - 01 /27/2022
UBI NUMBER: 604-106-184
2/10/2022
CITY OF EDMONDS
DEVELOPMENT
SERVICES DEPARTMENT
DESIGNED: JLB
DRAWN: JLB
CHECKED: PWM
JOB #:
21 CCA06M-0080
EXISTING &FINAL
ANTENNA PLANS
Cm3
NOTES:
1. REFER TO FINAL RFDS FOR FINAL
RF CONFIGURATION.
ALPHA FINAL EQUIPMENT SCHEDULE (VERIFY WITH CURRENT RFDS)
ANTENNA
RADIO
DIPLEXER
TMA
SURGE PROTECTION
CABLES
POSITION
TECH.
STATUS/MANUFACTURER MODEL
AZIMUTH
RAD CENTER
QTY.
STATUS/MODEL
LOCATION
QTY.
STATUS
LOCATION
QTY.
STATUS/MODEL
QTY.
STATUS/MODEL
QTY.
STATUS/TYPE
LENGTH
Al
LTE/5G
(E) COMMSCOPE
NNHH-65C-R4
160'
56'
1
(E) 4T4R B5 AHCA
TOWER
-
-
-
-
-
-
-
-
-
-
1
(E) RRH4X25-WCS-4R
TOWER
A2
LTE
(E) COMMSCOPE
NNH4-65C-R6
160°
56'
1
(E) 4T4R B12/14 AHLBA
TOWER
-
-
-
-
-
1
(E) DC6-48-60-18-8F
2
(E) #8 AWG DC
80'-0"
1
(E) 4T4R B25/66 AHFIB
TOWER
1
(E) FIBER
80'-0"
A3
-
-
-
-
-
-
-
-
-
-
-
-
-
-
6
(E) 7/8" COAX
80'-0"
1
(E) RET
80'-0"
A4
5G
(P) NOKIA AEQK
160'
58.75'
-
-
-
-
-
-
-
-
-
-
-
-
-
BETA
B1
5G
(P) NOKIA AEQK
270'
58.75'
-
-
-
-
-
-
-
-
-
-
-
-
-
B2
LTE
(E) COMMSCOPE
NNH4-65C-R6
270°
56'
1
(E) 4T4R B12/14 AHLBA
TOWER
1
(P) DC9-48-60-24-8C-EV
1
(P) #6 AWG DC
80'-0"
1
(E) 4T4R B25/66 AHFIB
TOWER
B3
-
-
-
-
-
-
-
-
-
-
-
-
-
-
6
(E) 7/8" COAX
80'-0"
B4
LTE/5G
(E) COMMSCOPE
NNHH-65C-R4
270°
56'
1
(E) 4T4R B5 AHCA
TOWER
-
-
-
-
-
-
-
-
-
-
1
(E) RRH4X25-WCS-4R
TOWER
GAMMA
G1
LTE/5G
(E) COMMSCOPE
NNHH-65C-R4
30'
56'
1
(E) 4T4R B5 AHCA
TOWER
-
-
-
-
-
-
-
-
-
-
1
(E) RRH4X25-WCS-4R
TOWER
G2
5G
(P) NOKIA AEQK
30'
58.75'
-
-
-
-
-
-
-
-
1
(E) DC6-48-60-18-8F
2
(E) #8 AWG DC
80'-0"
1
(E) FIBER
80'-0"
G3
-
-
-
-
-
-
-
-
-
-
-
-
-
-
6
(E) 7/8" COAX
80'-0"
G4
LTE
(E) COMMSCOPE
NNH4-65C-R6
30°
56'
1
(E) 4T4R B12/14 AHLBA
TOWER
-
-
-
-
-
-
-
-
-
-
1
(E) 4T4R B25/66 AHFIB
TOWER
NOTE:
(E) — EXISTING
(P) — PROPOSED
Voltage Drop Calculations
Voltage (V) =
48
Amperage (A) =
10.00
1 Temperature (°C) =
75
Power Plant to DC-6 (Jumper)
DC-6 to Squid (Trunk)
Squid to RRH (Jumper)
Final Voltage
Total Voltage
Sector
Wire Size
Wire Length (ft)
R (S2/kft)
Voltage Drop
I Wire Size
Wire Length (ft)
R (S2/kft)
Voltage Drop
Wire Size
Wire Length (ft)
R (S2/kft)
Voltage Drop
M
Drop ( )
Alpha
8
15
0.7780
0.2334
6
80
0.4910
0.7856
8
15
0.7780
0.2334
46.75
2.61
Beta
8
15
0.7780
0.2334
6
80
0.4910
0.7856
8
15
0.7780
0.2334
46.75
2.61
Gamma
8
15
0.7780
0.2334
6
80
0.4910
0.7856
8
15
0.7780
0.2334
46.75
2.61
NOTES:
1. CALCULATIONS ARE BASED ON STRANDED, COPPER CONDUCTORS.
2. RESISTANCE VALUES FOR CONDUCTORS ARE BASED ON TABLE 8 OF THE NEC, DIRECT -CURRENT RESISTANCE FOR CONDUCTORS.
3. LENGTH SHOWN IS THE LENGTH ONE-WAY TO DEVICE.
FINAL ANTENNA & CABLE SCHEDULE
CABLE TOTALS
18
COAX
7/8"
80'-0"
1
DC
#6 AWG
80'-0"
4
DC
#8 AWG
80'-0"
2
FIBER
3/8"
80'-0"
1
RET
3/8"
80'-0"
v
u
AT&T
CCCROWN
CASTLE
1505 WESTLAKE AVENUE NORTH, SUITE 800
SEATTLE, WA 98109
D 0
O
P. MARSHALL &ASSOCIATES
WA6358
BU #: 840470
LAKE BALLINGER
23931 HIGHWAY 99
EDMONDS, WA 98026
REVI DATE
A 1 7/16/21
0 1 1 /27/22
DESCRIPTION
PRELIMS
FOR CONSTRUCTION
W7Tv - 01/27/2022
UBI NUMBER: 604-106-184
2/10/2022
CITY OF EDMONDS
DEVELOPMENT
SERVICES DEPARTMENT
DESIGNED: JLB
DRAWN: JLB
CHECKED: PWM
JOB #:
21 CCA06M-0080
FINAL ANTENNA &
CABLE SCHEDULE
Cm4
JUMPERS
(TYP)
(2) FIBER JUMPER PAIR
(TYF
TO ANTENNAS
(PER SECTOR)
i I F
'011 L — — — — — — — — — —
ALARM CABLE I P P
(TYP) L-- F-----F-----F---
P P P
DC CONDUCTOR BUNDLE
(TYP)
48VDC BUS INSIDE
EXISTING POWER PLANT
SET OF (2) DC
CONDUCTOR BUNDLES
(TYP)
POWER PLANT
P -Ti
F F �
P -- ----- P P ----- — --J
F F F
FIBER TRUNK
DC POWER TRUNKS
— P
P
AT&T
QjCROWN
%. CASTLE
1505 WESTLAKE AVENUE NORTH, SUITE 800
SEATTLE, WA 98109
p
0
O
P. MARSHALL &ASSOCIATES
BU #: 840470
LAKE BALLINGER
23931 HIGHWAY 99
EDMONDS, WA 98026
REV DATE DESCRIPTION
A 7/16/21 PRELIMS
0 1/27/22 FOR CONSTRUCTION
2/10/2022
CITY OF EDMONDS
DEVELOPMENT
SERVICES DEPARTMENT
DC 6 or 12
TOWER MOUNTED RRH SCENARIO - NOT SITE SPECIFIC
DC WIRING DIAGRAM (PROVIDED BY OTHERS)
SCALE: NOT TO SCALE
NOTES:
1. REFER TO CHART FOR CABLE QUANTITIES, SIZES,
AND LENGTHS.
W7T" - 01 /27/2022
UBI NUMBER: 604-106-184
DESIGNED: JLB
DRAWN: JLB
CHECKED: PWM
JOB #:
21 CCA06M-0080
ELECTRICAL WIRING
DIAGRAM
Cm5
10.24"
PROPOSED RAYCAP DC "SQUID"
OVERVOLTAGE
PROTECTION UNIT (TYP.)
PROPOSED RAYCAP MOUNTING
BRACKET (TYP.)
PROPOSED RAYCAP
BASE PORTS (TYP.)
PROPOSED RAYCAP CABLE
SUPPORT HARNESS (TYP.;
RAYCAP SQUID MOUNT DETAIL
NOT TO SCALE
NOT USED
NOT TO SCALE
-8C-EV
LBS. +MOUNT 10.2 LBS.) 11
EXISTING MONOPOLE TOWER
(TYP.)
SECURE RAYCAP MOUNTING BRACKET
TO MONOPOLE FACE WITH VALMONT
STAINLESS STEEL BANDING STRAP
(PART #61769) AND TENSION
BUCKLES (PART #131770) OR
STRUCTURAL EQUIVALENT (TYP.)
NOT USED
NOT TO SCALE
ANTENNA DETAI L
NOT TO SCALE
NOT USED
NOT TO SCALE
ANTENNA
MOUNT PIPE
ANTENNA
DOWNTILT BRACKET
(SUPPLIED WITH ANTENNA)
MOUNTING BRACKET
(SUPPLIED WITH ANTENNA)
AT&T
CROWN
CASTLE
1505 WESTLAKE AVENUE NORTH, SUITE 800
SEATTLE, WA 98109
p
0
-.0&
P. MARSHALL &ASSOCIATES
BU #: 840470
LAKE BALLINGER
23931 HIGHWAY 99
EDMONDS, WA 98026
REV DATE DESCRIPTION
A 7/16/21 PRELIMS
0 1/27/22 FOR CONSTRUCTION
W7T" - 01 /27/2022
UBI NUMBER: 604-106-184
2/10/2022
CITY OF EDMONDS
DEVELOPMENT
SERVICES DEPARTMENT
DESIGNED: JLB
DRAWN: JLB
CHECKED: PWM
JOB #:
21 CCA06M-0080
EQUIPMENT
DETAILS
Cm6
MANUFACTURER: Site Pro 1
MANUFACTURER: Nokia
MANUFACTURER: Nokia
MODEL:
Airscale AEQK MAA n77
MODEL:
474293A, 19US806081A20A
MODEL: DCP12K
HEIGHT:
29.5" (750 mm)
MAX FPKA SUPPORTED WEIGHT:
352.7 Ibs (160 kg)
WEIGHT: 27.01 Ibs (12.3kg)
WIDTH:
17.7 450 mm
DEPTH:
9.5" 242 mmAT&T
WEIGHT:
99.2 Ibs (45 kg)
O
ANTENNA
SIDE (TYP.) �-
CROWN
FA
Al
CASTLE
o
RRH
AZ:7-
MIDDLE RRH
p p p0
MOUNT LOCATION
1505 WESTLAKE AVENUE NORTH, SUITE 800
0
(SEE NOTE 1)
6j"
SEATTLE, WA 98109
FPKA (TYP)
°
D 0
=
UPC1
w
AMFDf
I
°
(TYP.)
r
O
ANTENNA/RRH
0
RRH MOUNTING PIPE
P. MARSHALL & ASSOCIATES
MAST PIPE
0
2-3/8" MIN.
ANTENNA
o
®
MOUNT PIPE 04
RRH
ANTENNA
RF CONNECTIONS
� p (TYP)
�
SIDE
°
WA6358
WIDTH
o
0 O
0
TOP VIEW
p o 0
000
°
PIPE TO PIPE CLAMP
BU #: 840470
ADDITIONAL MOUNT
NOTES:
ACCOMMODATES 1Y4"
TOP VIEW
LAKE BALLINGER
LOCATIONS (TYP)
1. INSTALLING THIRD
RRH ON MIDDLE MOUNT
TO 4Y2" O PIPE
=
LOCATION REQUIRES
CAST LEGACY SPACERS.
23931 HIGHWAY 99
o SECTION A -A
2. ADDITIONAL RRHs
NOT SHOWN IN ISO VIEW
EDMONDS, WA 98026
FOR CLARITY.
Nokia Airscale AEQK
MAA n77
r2NOKIA FPKA —
AMFD AirScale 2 FPKx
Fixing Adapter
Site Pro 1 DCP12K
— Pipe To Pipe
Clamp
3
-
NOT TO SCALE
- NOT TO SCALE
- NOT TO SCALE
REV
DATE
DESCRIPTION
A
7/16/21
PRELIMS
MANUFACTURER: SITEPRO
MODEL: 6CHMT
0
1/27/22
FOR CONSTRUCTION
PROPOSED
RRU WITH MOUNTING
WEIGHT: 272LBS
HARDWARE
AT FPKA MOUNT (TYP.)
PROPOSED 2-3/8" 0 OD
MOUNTING PIPE
RECEIVED
2/10/2022
CITY OF EDMONDS
DEVELOPMENT
SERVICES DEPARTMENT
PROPOSED
2-3/8"0 OD PROPOSED SITE PR01 DCP12K
MOUNTING PIPE
PIPE TO PIPE MOUNT (TYP.)
DESIGNED: JLB
wultpjT
DRAWN: JLB
CHECKED: PWM
55949
JOB #:
EXISTING MOUNT FRAME
NAL
o�i2�i2o22
21 CCA06M-0080
(TYP.)
,J
UBI NUMBER: 604-106-184
EQUIPMENT
DETAILS
PROPOSED SITE PR01 P/N:
BBPM-K1 PIPE MOUNT KIT
RRH MOUNTING AT MOUNT FRAME
4
5 Site Pro 1 6CHMT
— Collar Mount
Cm7
- NOT TO SCALE
AT&T No. NEQ.15917
TECHNICAL SPECIFICATIONS
DC POWER SYSTEM FEATURES
NOMINAL SYSTEM VOLTAGE —48VDC OR +24VDC
CONTROL MICROPROCESSOR (ACU+)
RATED OUTPUT CAPACITY — MAXIMUM CONFIGURATION
SYSTEM 550 AMPS AT —48VDC PLUS REDUNDANCY
400 AMPS AT +24VDC PLUS REDUNDANCY
RECTIFIER 2000 WATTS (41.7A)
CONVERTER 1200 WATTS (50A), —48VDC TO +24VDC
DISTRIBUTION PANEL (TOP) WIRED FOR (16) +24V AND (13) —48V BULLET POSITIONS
(BOTTOM) (30) —48V BULLET POSITIONS
ENVIRONMENTAL
OPERATING TEMPERATURE —407 TO 1157 (-40°C TO 46°C) CONTINUOUS OPERATION
HUMIDITY 0% TO 95% RELATIVE HUMIDITY, NON —CONDENSING
NEMA ENCLOSURE 3R
II:I1:4NAI_1t.`111to] IItI l
POWER CHAMBER 2500 WATT DOOR —MOUNTED HEAT EXCHANGER,
2RU AVAILABLE SPACE FOR SURGE PROTECTION
BATTERY CHAMBER FAN COOLED, FRESH AIR VENTILATION,
HOLDS UP TO (3) BATTERY STRINGS
EQUIPMENT
GROUND BAR 10 POSITIONS
TERMINAL BLOCK 12—POSITION PHOENIX ALARM BLOCK,
32—POSITION PHOENIX ALARM BUNCHING BLOCK
SAFETY
DC POWER SYSTEM UL 1801 LISTED (US & CANADA), NEBS LEVEL 3
ENCLOSURE GR-487, UL 60950, AND SEISMIC ZONE 4 COMPLIANT
WEIGHT
OUTDOOR NetSureTM 512 816lbs (W/O BATTERIES)
2400lbs (W/ MARATHON 180 AH BATTERIES)
PLINTH TBD
CLEARANCES
FRONT 36"
LEFT AND RIGHT 0"
REAR 12"
62.90"
1[�l��/lad►►I
39.0q'°
LEFT SIDE VIEW
* POWER CABINET TO INCLUDE EMERSON SM—TEMP
TEMPERATURE CONCENTRATOR PIN 547490 OR
EQUIVALENT AND BE CONNECTED TO BATTERY
STRINGS BY TEMPERATURE PROBES
(PN 556155 OR PIN 552992)
31.81"
FRONT VIEW
EMERSON OUTDOOR NETSURE 512 DC POWER SYSTEM
SCALE: NOT TO SCALE
MANUFACTURER:
MODEL:
HEIGHT:
WIDTH:
DEPTH:
WEIGHT:
EMERSON
72013065
36"
37"
1080 Ibs (w/o BATTERIES OR EQUIPMENT)
3>»
COMPONENT ISO VIEW
EMERSON F2013065
NOT TO SCALE
17.50"
3.0" 0 (6 TYP)
1.0" 0 (6 TYP)
OPTIONAL PLINTH
CABINET MOUNTING TEMPLATE
SCALE: NOT TO SCALE
H EAT
EXCHANGER
c
c
c
I1 A -7 7 19
rmuru3tu I / z ui/-\IvIETER, SIMPSON STRONG —TIE
STRONG —BOLT 2 STAINLESS STEEL WEDGE ANCHOR WITH
3-3/4" NOMINAL EMBEDMENT (ICC ESR-3037). TO BE
INSTALLED IN EACH CORNER OF CABINET (4 TOTAL)
WITH MINIMUM 6.5" EDGE DISTANCE.
BASE BOLT PATTERN
COMPARTMENT w/5 BATTERY
SHELVES, 10—POSITION GROUND
BAR, 8c 12—PAIR PHOENIX BLOCK
I�VIVI�I\LIL JL/",U
MAX CAPACITY:
(6) —48V BATTERY STRINGS
(VLRA BATTERIES)
THERMOELECTRIC
COOLING/HEATING
CABINET ANCHOR DETAIL
SCALE: NOT TO SCALE
—_— LNG —BOLT 2
aL EMBEDMENT (ICC
8INET (4 TOTAL)
IIPMEW
E FRAME
Z_
z.
cn
w
z
U_
2
ii
T
AT&T
CROWN
Qj%w
CASTLE
1505 WESTLAKE AVENUE NORTH, SUITE 800
SEATTLE, WA 98109
D 0
O
P. MARSHALL &ASSOCIATES
BU #: 840470
LAKE BALLINGER
23931 HIGHWAY 99
EDMONDS, WA 98026
REVI DATE
A 1 7/16/21
0 1 1 /27/22
DESCRIPTION
PRELIMS
FOR CONSTRUCTION
W7T" — 01 /27/2022
UBI NUMBER: 604-106-184
2/10/2022
CITY OF EDMONDS
DEVELOPMENT
SERVICES DEPARTMENT
DESIGNED: JLB
DRAWN: JLB
CHECKED: PWM
JOB #:
21 CCA06M-0080
EQUIPMENT
DETAILS
CM8
NEW ANTENNA
AND/OR RADIO
EQUIPMENT (SEE
SHEET C-3 FOR
MODEL AND
QUANTITY)
SECTOR GROUND BAR
L__
TOWER GROUND RING
NEW ANTENNA
AND/OR RADIO
EQUIPMENT (SEE
SHEET C-3 FOR
MODEL AND
QUANTITY)
SECTOR GROUND BAR
TOWER TOP COLLECTOR GROUND BAR
MIDPOINT GROUND BAR
(AS NEEDED)
TOWER EXIT GROUND BAR
EXISTING EQUIPMENT AREA
NEW ANTENNA
AND/OR RADIO
EQUIPMENT (SEE
SHEET C-3 FOR
MODEL AND
QUANTITY)
SECTOR GROUND BAR
J
EQUIPMENT GROUND RING _ --I
NEW GROUND
EQUIPMENT (SEE
SHEET C-1.2
FOR MODEL AND
QUANTITY)
SURGE
SUPPRESSION
DEVICE
J
0-
GROUNDING PLAN LEGEND:
GROUND WIRE
C��(�lWa:��l[�L►Ia�17
• MECHANICAL CONNECTION
00 COPPER GROUND ROD
GROUND ROD
W/ TEST WELL
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
INSULATED 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.
u
u
AT&T
QjCROWN
q,,, CASTLE
1505 WESTLAKE AVENUE NORTH, SUITE 800
SEATTLE, WA 98109
p
0
O
P. MARSHALL &ASSOCIATES
BU #: 840470
LAKE BALLINGER
23931 HIGHWAY 99
EDMONDS, WA 98026
REVI DATE
A 1 7/16/21
0 1 1 /27/22
DESCRIPTION
PRELIMS
FOR CONSTRUCTION
W7T" - 01 /27/2022
UBI NUMBER: 604-106-184
2/10/2022
CITY OF EDMONDS
DEVELOPMENT
SERVICES DEPARTMENT
DESIGNED: JLB
DRAWN: JLB
CHECKED: PWM
JOB #:
21 CCA06M-0080
CELL REFERENCE GROUND BAR
T T
GROUNDING
� T
SCHEMATIC
GROUNDING SCHEMATIC
Gml
TO ANTENNA COAX
COPPER/GALVANIZED GROUND BAR
O jo O 0 0 0 0 0 0 0 0 0 0 0 0 0 0
O- O, O O O O O O O O O O O O O O O
@ 0 0 0 00000000000000000
TWO HOLE LONG BARREL COMPRESSION
LUG (TYP)
NOTES:
1. DOUBLING UP "OR STACKING" OF CONNECTIONS IS NOT PERMITTED.
2. EXTERIOR ANTIOXIDANT JOINT COMPOUND TO BE USED ON ALL EXTERIOR CONNECTIONS.
3. GROUND BAR SHALL NOT BE ISOLATED FROM TOWER. MOUNT DIRECTLY TO TOWER STEEL.
ANTENNA GROUND BAR DETAIL
SCALE: NOT TO SCALE
#6 MIN. FROM ANTENNA
CABLE GROUND KIT
77:�,,,
GROUND BAR ON SHELTER. ICE
BRIDGE, OR ON ANTENNA TOWER
°lo
TWO HOLE LUG, OR EXOTHERMIC
WELD TO BE USED WITH #2 BARE
CONDUCTOR WIRE TO BUILDING
SERVICE GROUND OR GROUND RING
GROUNDWIRE INSTALLATION
GROUNDING SHALL BE ELIMINATED
WHEN GROUND BAR IS
ELECTRICALLY BONDED TO METAL
TOWER
010
TO ANTENNA COAX
COPPER/GALVANIZED GROUND BAR
O J0 0 0 0 0 0 0 0 0 0 0 0 0 0
0,, O O O O O O O O O O O O O
O O O O O O O O O O O O O O O O O
,O
TWO HOLE LONG BARREL COMPRESSION LUG (TYP)
#2 SOLID TINNED COPPER CONDUCTOR
TO TOWER/SHELTER GROUND RING (2
TYP. FOR BOTTOM GROUND BAR ONLY)
NOTES:
1. EXTERIOR ANTIOXIDANT JOINT COMPOUND TO BE USED ON ALL EXTERIOR CONNECTIONS.
2. GROUND BAR SHALL NOT BE ISOLATED FROM TOWER. MOUNT DIRECTLY TO TOWER STEEL (TOWER ONLY).
3. GROUND BAR SHALL BE ISOLATED FROM BUILDING OR SHELTER.
TOWER/SHELTER GROUND BAR DETAIL
SCALE: NOT TO SCALE
WIRE SIZE
BURNDY LUG
BOLT SIZE
#6 GREEN INSULATED
YA6C-2TC38
3/8"
- 16
NC
SS
2
BOLT
#2 SOLID TINNED
YA3C-2TC38
3/8"
- 16
NC
SS
2
BOLT
#2 STRANDED
YA2C-2TC38
3/8"
- 16
NC
SS
2
BOLT
#2/0 STRANDED
YA26-2TC38
3/8"
- 16
NC
SS
2
BOLT
#4/0 STRANDED
YA28-2N
1/2" -
16
NC
SS
2
BOLT
BURNDY GROUND LUG W/ LONG BARREL
(SEE CHART)
NUT (TYP)
LOCK WASHER (TYP)
HEAT SHRINK
(CLEAR)
GROUND
FR CONDUCTOR
GROUND BAR
BOLT (SEE CHART)
BURNDY TWO HOLE LUG W/
(TYP)
LONG BARREL
(SEE CHART)
BARE WIRE TO BE TREATED WITH
NO-OX AT BOTH ENDS
NOTE:
AT&T
QJ4CROWN
CASTLE
1505 WESTLAKE AVENUE NORTH, SUITE 800
SEATTLE, WA 98109
D 0
O
P. MARSHALL &ASSOCIATES
STRANDED
ALL GROUNDING LUGS ARE TO BE
(SEE CHART)
INSTALLED PER MANUFACTURER'S
SPECIFICATIONS. ALL HARDWARE BOLTS,
3/8-11x1" TAMPER
NUTS, LOCK WASHERS SHALL BE STAINLESS
RESISTANT BOLT
STEEL. ALL HARDWARE ARE TO BE AS
(TYP)
FOLLOWS: BOLT, FLAT WASHER, GROUND
WA6358
BAR, GROUND LUG, FLAT WASHER AND
INSULATORS
NUT.
SEE NOTE 2.
(TYP)
T
BU #: 840470
®
WALL BRACKET
0
MECHANICAL
LUG CONNECTION
LAKE BALLINGER
(TYP)
0
0
3
Y�
®
0
SCALE: NOT
TO SCALE
23931 HIGHWAY 99
® 0
�
EDMONDS, WA 98026
®
UNIVERSAL COPPER
0
GROUND BAR (4" x20")
STAINLESS STEEL BOLT
LOCK WASHER
�
(TYP)P/N
M 10
(TYP)
STAINLESS STEEL
REV
DATE
DESCRIPTION
TWO -HOLE
FLAT WASHER
A
7/16/21
PRELIMS
COMPRESSION LUG
2-HOLE CRIMP/ (TYP)
COMPRESSION
CONNECTOR
T I
0
1/27/22
FOR CONSTRUCTION
1. DOWN LEAD (HOME RUN) CONDUCTORS ARE NOT TO BE INSTALLED ON CROWN CASTLE USA INC.
TOWER, PER THE GROUNDING DOWN CONDUCTOR POLICY QAS-STD-10091. NO MODIFICATION OR DRILLING
TO TOWER STEEL IS ALLOWED IN ANY FORM OR FASHION, CAD -WELDING ON THE TOWER AND/OR IN THE
AIR ARE NOT PERMITTED.
2. OMIT INSULATOR WHEN MOUNTING TO TOWER STEEL OR PLATFORM STEEL
USE INSULATORS WHEN ATTACHING TO BUILDING OR SHELTERS.
GROUND BAR DETAIL
SCALE: NOT TO SCALE �JSCALE: NOT TO SCALE
GROUND
BAR
STAINLESS STEEL
FLAT WASHER
STAINLESS STEEL (TYP)
BELLVILLE WASHER STAINLESS STEEL NUT
(TYP) (TYP)
SINGLE CONNECTOR AT GROUND BARS
DRAGC
STAINLESS STEEL BOLT
STAINLESS STEEL RECEIVED
FLAT WASHER 2/10/2022
CITY OF EDMONDS
DEVELOPMENT
SERVICES DEPARTMENT
STEEL
2-HOLE CRIMP/
J
COMPRESSION
STAINLESS STEEL
N o
WEATHERPROOFING KIT
CONNECTOR
FLAT WASHER
(TYPICALLY)
12" TO 24"
(SEE NOTE 3)
(TYP)
ANTENNA CABLE
120" MAX.
COAX JUMPER
NOTE: MINIMUM OF
S/S NUT
STAINLESS
STEEL
STAINLESS STEEL NUT
(TYP)
3 THREADS TO BE
(TYP)
BELLVILLE
WASHER
DESIGNED:
JLB
VISIBLE
(TYP)
wipj�
TO ANTENNA
TYP
(TYP)
SINGLE CONNECTOR
AT STEEL OBJECTS
° w DRAWN:
JLB
S/S SPLIT
WASHER
CHECKED:
PWM
CABLE
2 HOLE LONG
BARREL TINNED
(nP )
STAINLESS STEEL
CONNECTOR
SOLID COPPER
SELF -DRILLING
STAINLESS STEEL
"d
�p J3949"
WEATHERPROOFING KIT
LUG
S/S FLAT
METAL SCREW
FLAT WASHER
'�s G
`SjpNAL
JOB #:
#6 STRANDED COPPER GROUND
(SEE NOTE 3)
(TYP)
WASHER
(TYP)
(TYP)
(TYP)
01/27/2022
21 CCA06M-0080
WIRE
UBI NUMBER: 604-106-184
(GROUND TO GROUND BAR) SEE
CABLE GROUND KIT
2-HOLE CRIMP/
NOTES 1 & 2
COMPRESSION
TIN COATED SOLID
CONNECTOR
COPPER BUS BAR
S/S FLAT
NOTES:
WASHER
DRAGON TOOTH WASHER:_GROUNDING
METALLIC OBJECT
(TYP)
1. DO NOT INSTALL CABLE
GROUND KIT AT A
BEND AND ALWAYS DIRECT
GROUND WIRE DOWN TO
CHERRY INSULATOR
GROUND BAR.
INSTALLED IF REQUIRED
BOLT
SINGLE CONNECTOR AT
METALLIC/STEEL OBJECTS
DETAILS
2. GROUNDING KIT SHALL
BE TYPE AND PART
NUMBER AS SUPPLIED
OR RECOMMENDED BY CABLE
(nP)
(TYP)
MANUFACTURER.
3. WEATHER PROOFING SHALL BE TWO-PART
TAPE KIT, COLD SHRINK
SHALL NOT BE USED.
CABLE GROUND KIT CONNECTION
SCALE: NOT TO SCALE
LUG DETAIL
SCALE: NOT TO SCALE
HARDWARE DETAIL FOR EXTERIOR CONNECTIONS
SCALE: NOT TO SCALE
Gm2
Ant Pos 1
NNHH-65C-R4
x x x x x x x x
x x x x x x x x
x x x x x x x x
x x x x x x x x
x x x x x x x x
REF
1 2 3 4 5 6 7 8
AirScale RRH 4T4R B5
160WAHCA
(850 )
LTE 5G
D C6-48-60-18-8F
(Site Squid)
Fi be r Tru nk
RRH4x25-WCS-4R
(WCS)
LTE _ 5G
DC Demarcation
Power Plant
Sector A
Ant Pos 2
N N H4-65C-R6
x x x x x x x x x x x x
x x x x x x x x x x x x
x x x x x x x x x x x x
x x x x x x x x x x x x
x x x x x x x x x x x x
REF
1 2 3 4 5 6 7 8 9 10 11 12
AirScale Dual RRH 4T4R AirScale Dual RRH 4T4R
B12/14320W AHLBA B25/66320W AHFIB
(700) (190 0/210 0)
LTE 5G LTE 5G
D C6-48-60-18-8F
(Site Squid)
I
Hatch Plate
Baseband Unit
5G
Ant Pos 4
DC9-48-60-24-8C-EV
(Site Squid)
I
RECEIVED
2/10/2022
CITY OF EDMONDS
DEVELOPMENT
SERVICES DEPARTMENT
•10 VITIA1• i • • .
Sector B
Ant Pos 1 Ant Pos 2 Ant Pos 4
AEQK NNH4-65C-R6 NNHH-65C-R4
xxxxxxxx
xxxxxxxx x x x x x x x x
xxxxxxxx x x x x x x x x x x x x
xxxxxxxx x x x x x x x x x x x x x x x x x x x x
xxxxxxxx x x x x x x x x x x x x x x x x x x x x
xxxxxxxx x x x x x x x x
xxxxxxxx x x x x x x x x x x x x
x x x x x x x x x x x x x x x x x x x x
RET REf RET
17 2 3 1 2 3 4 5 6 7 8 9 10 11 12 1 2 3 4 5 6 7 8
L L-
AirScale Dual RRH 4T4R AirScale Dual RRH 4T4R AirScale RRH 4T4R B5
B12/14320W AHLBA B25/66320W AHFIB 160WAHCA RRH4x25-WCS-4R
(700) (190 0/210 0) (850) (WCS )
LTE 5G LTE 5G LTE 5G LTE 5G
M
DC9-48-60-24-8C-EV DC6-48-60-18-8F DC6-48-60-18-8F
(Site Squid) (Site Squid) (Site Squid)
RECEIVED
2/10/2022
CITY OF EDMONDS
DEVELOPMENT
SERVICES DEPARTMENT
Hatch Plate
DC Demarcation
Fi be r Tru nk Fi be r Tru nk
Baseband Unit Baseban d Unit
Power Plant
5G LTE
IWAIj
Sector C
Ant Pos 1
Ant Pos 2
Ant Pos 4
NNHH-65C-R4
AEQK
NNH4-65C-R6
x x x x x x
x x x x x x
x x x x x x
x x x x x x
x x x x x x
x x
x x
x x
x x
x x
xxxxxxxx
xxxxxxxx
xxxxxxxx
xxxxxxxx
xxxxxxxx
xxxxxxxx
xxxxxxxx
x x x x
x x x x
x x x x
x x x x
x x x x
x x x x x x
x x x x x x
x x x x x x
x x x x x x
x x x x x x
x x
x x
x x
x x
x x
RET
1 2 3 4 5 6
7 8
REF
1 2
1 2 3 4
RET
5 6 7 8 9 10
11 12
AirScale RRH 4T4R B5
160WAHCA RRH4x25-WCS-4R
(WCS)
AirScale Dual RRH 4T4R AirScale Dual RRH 4T4R
B12/14320W AHLBA B25/66320W AHFIB
(850)
LTE 5G LTE
5G
(700)
LTE
(190 0/210 0)
5G LTE
5G
1
DC6-48-60-18-8F
DC9-48-60-24-8C-EV
DC6-48-60-18-8F
(Site Squid)
(Site Squid)
(Site Squid)
RECEIVED
2/10/2022
CITY OF EDMONDS
DEVELOPMENT
SERVICES DEPARTMENT
Hatch Plate
-
-
DC Demarcation
Fi be r Tru nk
Fi be r Tru nk
Baseband Unit
FL
Baseband Unit
Power Plant
LT E
5G