APPROVED BLD ENG PLN_RESUB 2-Architectural & Site Plan 12.10.2021APPROVED BY PLANNING
4l •-"`" 4 yL
Dec 15 2021
T-MOBILE SITE NUMBER:
T-MOBILE SITE NAME:
T-MOBILE PROJECT:
SITE INFORMATION
CROWN CASTLE USA INC.
SITE NAME:
ED LARGE/CARNELL MP
SE01626B
FIVE CORNERS FIRESTATION
ANCHOR ALL WORK SUBJECT APPROVED
TO FIELD PLANSINSPECTION FOR MUST BE
CODE COMPLIANCE I ON JOB SITE
SITE ADDRESS:
8505 BOWDOIN WAY
EDMONDS, WA 98026
COUNTY:
SNOHOMISH
MAP/PARCEL #:
0373600501802
AREA OF CONSTRUCTION:
EXISTING
LATITUDE:
47.80682800
LONGITUDE:
-122.34876800
LAT/LONG TYPE:
NAD83
GROUND ELEVATION:
440.0'
CURRENT ZONING:
483
JURISDICTION:
SNOHOMISH COUNTY
OCCUPANCY CLASSIFICATION:
U
TYPE OF CONSTRUCTION:
IIB
A.D.A. COMPLIANCE:
FACILITY IS UNMANNED AND NOT FOR
HUMAN HABITATION
PROPERTY OWNER:
CITY OF EDMONDS
250 5TH AVE N.
EDMONDS, WA 98020
TOWER OWNER:
CROWN CASTLE USA, INC.
2000 CORPORATE DRIVE
CANONSBURG, PA 15317
CARRIER/APPLICANT:
T-MOBILE
8960 ALDERWOOD ROAD
PORTLAND, OR 97220
ELECTRIC PROVIDER:
SNOHOMISH PUD
TELCO PROVIDER:
VERZION TELECOM
PROJECT TEAM
A&E FIRM: P. MARSHALL & ASSOCIATES, LLC
6801 PORTWEST DR. STE 100
HOUSTON, TX 77024
(713) 677-0964
CROWN CASTLE 1505 WESTLAKE AVENUE NORTH, SUITE 800
USA INC. DISTRICT SEATTLE, WA 98109
CONTACTS:
ALICIA POWERS - PROJECT MANAGER
(206) 336-3218
PAUL LONG - CONSTRUCTION MANAGER
(206) 388-9090
NOTE:
PRIOR TO ACCESSING/ENTERING THE SITE YOU MUST CONTACT THE CROWN
NOC AT (800) 788-7011 & CROWN CONSTRUCTION MANAGER.
CALL WASHINGTON ONE CALL
(800) 424-5555 p
CALL 3 WORKING DAYS
BEFORE YOU DIG!
DRAWING INDEX
SHEET #
SHEET DESCRIPTION
T-1
TITLE SHEET
T-2
GENERAL NOTES
C-1.1
OVERALL SITE PLAN
C-1.2
EXISTING SITE PLAN
C-1.3
FINAL SITE PLAN
C-2
EXISTING & FINAL ELEVATIONS
C-3
ANTENNA SCHEDULES & PLANS
C-4
EXISTING & FINAL PLUMBING DIAGRAMS
C-5 - C-10
EQUIPMENT SPECS
E-1
PANEL SCHEDULE AND ONE LINE DIAGRAM
E-2
INTERSECT 200 AMP PPC W/ BUILT-IN CAM LOK BOX
G-1
ANTENNA GROUNDING DIAGRAM
G-2
GROUNDING DETAILS
G-3
GROUNDING DETAILS
ALL DRAWINGS CONTAINED HEREIN ARE FORMATTED FOR FULL SIZE.
CONTRACTOR SHALL VERIFY ALL PLANS AND EXISTING DIMENSIONS 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.
IN
APPROVALS
APPROVAL SIGNATURE DATE
PROJECT MGR
T-MOBILE RF ENGINEER
SITE ACQUISITION
CONSTRUCTION MGR
SITE OWNER
T-MOBILE DEVELOPMENT MGR
T-MOBILE CONSTRUCTION MGR
T-MOBILE OPS MGR
T-MOBILE REGULATORY REVIEW
T-MOBILE PROJECT MGR
T-MOBILE PERMITTING
THE PARTIES ABOVE HEREBY APPROVE AND ACCEPT THESE DOCUMENTS
AND AUTHORIZE THE CONTRACTOR TO PROCEED WITH THE
CONSTRUCTION DESCRIBED HEREIN. ALL CONSTRUCTION DOCUMENTS
ARE SUBJECT TO REVIEW BY THE LOCAL BUILDING DEPARTMENT AND ANY
CHANGES AND MODIFICATIONS THEY MAY IMPOSE.
BUSINESS UNIT #:
SITE ADDRESS:
COUNTY:
SITE TYPE:
TOWER HEIGHT:
824070
8505 BOWDOIN WAY
EDMONDS, WA 98026
SNOHOMISH
MONOPOLE
109' -2"
LOCATION MAP
City Of Edmonds
Building Department
Work CELLULAR ALTERATIONS
--------------------------------------------------
Address 8505 BOWDOIN WAY
---------------------------------------------------
Owner T-MOBILE
-------------
Approved Date 12/17/2021
Building Official ; Eric. Carte-r
Permit Number' - -- -- - BLD2021-1226
Nothing in the permit approval process shall be
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interpreted as allowing or permitting the maintenanceerral
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of any currently existing illegal, nonconforming or
Edmonds
Veterinary Hospital
unpermitted building, structure or site condition which
9
is outside the scope of the permit application, regardless
of whether such building, structure or condition is
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shown on the site plan or drawing. Such building,
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structure or condition may be the subject of a separate
enforcement action.
824070
Bin Cain and
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Assoclales, Inc
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rakeout Delivery
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ENGINEERING DIVISION
_ _—
NO SCALE
DRIVING DIRECTIONS:
M i
THE PURPOSE OF THIS PROJECT IS TO ENHANCE
BROADBAND CONNECTIVITY AND CAPACITY TO THE
EXISTING ELIGIBLE WIRELESS FACILITY.
TOWER SCOPE OF WORK:
• REMOVE (3) ANTENNAS
• REMOVE (3) RRU'S
• REMOVE (1) COVP
• REMOVE (1) HYBRID CABLE
• INSTALL (3) ANTENNAS
• INSTALL (3) AHFIG RRU'S
• INSTALL (2) HCS 2.0 J-BOX W/ BREAKOUT PENDANTS
• INSTALL (2) 1-1/2" HYBRID CABLES
GROUND SCOPE OF WORK:
• REMOVE (1) EXISTING CABINET: (1) SSC CABINET
• REMOVE (1) EXISTING H-FRAME MOUNTED RACK
• REMOVE (2) AMOB UNITS
• REMOVE (1) CSR 7210 SAS-MXP ROUTER
• REMOVE (1) EXISTING 100A PPC
• REMOVE (1) EXISTING 100A DISCONNECT
• INSTALL (1) PURCELL HPL3 CABINET W/: (2) AMIA'S, (2) PSU 4813
VOLTAGE BOOSTER W/ (6) AMPLIFIERS & (1) CSR IXRE V2
ROUTER
• INSTALL (1) PURCELL LB3 BATTERY CABINET W/ (4) BATTERY
STRINGS
• INSTALL EXTENDED 5'-0" UTILITY H-FRAME
• INSTALL (1) TECH LIGHT
• INSTALL (1) 200A DISCONNECT
• INSTALL ICE BRIDGE W/ HEIGHT OF 12'-0" & 12" DIVING BOARD
• REPLACE EXISTING 100A PPC W/ NEW 200 AMP PPC W/BUILT-IN
CAM LOK BOX
• RETAIN EXISTING FCOA CABINET W/ (3) FRIA's, (1) ESMB, & (1)
FSME
W�V'_'_At12/17/2021
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
MECHANICAL
ELECTRICAL
2018 INTERNATIONAL BUILDING CODE
2018 INTERNATIONAL MECHANICAL CODE
2020 NATIONAL ELECTRICAL CODE
REFERENCE DOCUMENTS:
STRUCTURAL ANALYSIS: TOWER ENGINEERING PROFESSIONALS
DATED:
06/09/21
MOUNT ANALYSIS:
VERTICAL STRUCTURES, INC.
DATED:
05/17/21
RFDS REVISION:
10
DATED:
04/01 /21
ORDER ID:
558188
REVISION:
0
IT • • Mob ile• • •I
8960 ALDERWOOD ROAD
PORTLAND, OR 97220
CROWN
CC CASTLE
1505 WESTLAKE AVENUE NORTH, SUITE 800
SEATTLE, WA 98109
D 0
0
P. MARSHALL & ASSOCIATES
6801 PORTWEST DR., SUITE 100
HOUSTON, TX 77024
T-MOBILE SITE NUMBER:
SE01626B
BU #: 824070
ED LARGE / CARNELL MP
8505 BOWDOIN WAY
EDMONDS, WA 98026
EXISTING 109'-2" MONOPOLE
ISSUED FOR:
REV
DATE
DRWN
DESCRIPTION
DES./ Q
A
06/14/21
JAH
PRELIMINARY
HS
0
07/09/21
CS
FINAL CD
HS
1
08/30/21
PA
FINAL REVISION
HS
2
09/13/21
CS
FINAL REVISION
HS
3
10/11/21
CS
JDX REVISION
VT
4
12/02/21
CS
JDX REVISION
VT
55949
WV-"-12/06/2021
UBI NUMBER: 604-106-184
RESUB
Dec 10 2021
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
IT IS A VIOLATION OF LAW FOR ANY PERSON,
UNLESS THEY ARE ACTING UNDER THE DIRECTION
OF A LICENSED PROFESSIONAL ENGINEER,
TO ALTER THIS DOCUMENT.
PM&A JOB #:
21CCT7M-082
SHEET NUMBER: REVISION:
CROWN CASTLE USA INC. SITE ACTIVITY REQUIREMENTS: I GENERAL NOTES: I ELECTRICAL INSTALLATION NOTES:
2.
3.
4.
5.
e
ri
LO
11
12
13
14
15
16
17
18
19
20
21
22
NOTICE TO PROCEED- NO WORK SHALL COMMENCE PRIOR TO CROWN CASTLE USA INC. WRITTEN NOTICE TO PROCEED (NIP)
AND THE ISSUANCE OF A PURCHASE ORDER. PRIOR TO ACCESSING/ENTERING THE SITE YOU MUST CONTACT THE CROWN
CASTLE USA INC. NOC AT 800-788-701 1 & THE CROWN CASTLE USA INC. CONSTRUCTION MANAGER.
"LOOK UP" - CROWN CASTLE USA INC. SAFETY CLIMB REQUIREMENT:
THE INTEGRITY OF THE SAFETY CLIMB AND ALL COMPONENTS OF THE CLIMBING FACILITY SHALL BE CONSIDERED DURING ALL
STAGES OF DESIGN, INSTALLATION, AND INSPECTION. TOWER MODIFICATION, MOUNT REINFORCEMENTS, AND/OR EQUIPMENT
INSTALLATIONS SHALL NOT COMPROMISE THE INTEGRITY OR FUNCTIONAL USE OF THE SAFETY CLIMB OR ANY COMPONENTS OF
THE CLIMBING FACILITY ON THE STRUCTURE. THIS SHALL INCLUDE, BUT NOT BE LIMITED TO: PINCHING OF THE WIRE ROPE,
BENDING OF THE WIRE ROPE FROM ITS SUPPORTS, DIRECT CONTACT OR CLOSE PROXIMITY TO THE WIRE ROPE WHICH MAY
CAUSE FRICTIONAL WEAR, IMPACT TO THE ANCHORAGE POINTS IN ANY WAY, OR TO IMPEDE/BLOCK ITS INTENDED USE. ANY
COMPROMISED SAFETY CLIMB, INCLUDING EXISTING CONDITIONS MUST BE TAGGED OUT AND REPORTED TO YOUR CROWN
CASTLE USA INC. POC OR CALL THE NOC TO GENERATE A SAFETY CLIMB MAINTENANCE AND CONTRACTOR NOTICE TICKET.
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
Q
TO LOCAL JURISDICTIONAL REQUIREMENTS.
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 Al0.48 (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 Al0.48 (LATEST EDITION) AND CROWN CASTLE USA INC.
STANDARD CED-STD-10253, INCLUDING THE REQUIRED INVOLVEMENT OF A QUALIFIED ENGINEER FOR CLASS IV
CONSTRUCTION, TO CERTIFY THE SUPPORTING STRUCTURE(S) IN ACCORDANCE WITH ANSI/TIA-322 (LATEST EDITION).
ALL SITE WORK TO COMPLY WITH QAS-STD-10068 "INSTALLATION STANDARDS FOR CONSTRUCTION ACTIVITIES ON CROWN
CASTLE USA INC. TOWER SITE," CED-STD-10294 "STANDARD FOR INSTALLATION OF MOUNTS AND APPURTENANCES," AND LATEST
VERSION OF ANSI/TIA-1 01 9-A-2012 "STANDARD FOR INSTALLATION, ALTERATION, AND MAINTENANCE OF ANTENNA
SUPPORTING STRUCTURES AND ANTENNAS."
IF THE SPECIFIED EQUIPMENT CAN NOT BE INSTALLED AS SHOWN ON THESE DRAWINGS, THE CONTRACTOR SHALL PROPOSE AN
ALTERNATIVE INSTALLATION FOR APPROVAL BY CROWN CASTLE USA INC. PRIOR TO PROCEEDING WITH ANY SUCH CHANGE
OF INSTALLATION.
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.
THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURER'S
RECOMMENDATIONS UNLESS SPECIFICALLY STATED OTHERWISE.
THE CONTRACTOR SHALL CONTACT UTILITY LOCATING SERVICES PRIOR TO THE START OF CONSTRUCTION.
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.
ALL SITE WORK SHALL BE AS INDICATED ON THE STAMPED CONSTRUCTION DRAWINGS AND PROJECT SPECIFICATIONS, LATEST
APPROVED REVISION.
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.
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.
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.
THE SITE SHALL BE GRADED TO CAUSE SURFACE WATER TO FLOW AWAY FROM THE CARRIER'S EQUIPMENT AND TOWER AREAS.
THE SUB GRADE SHALL BE COMPACTED AND BROUGHT TO A SMOOTH UNIFORM GRADE PRIOR TO FINISHED SURFACE
APPLICATION.
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.
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.
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.
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.
CONTRACTOR SHALL LEAVE PREMISES IN CLEAN CONDITION. TRASH AND DEBRIS SHOULD BE REMOVED FROM SITE ON A DAILY
BASIS.
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.
GREENFIELD GROUNDING NOTES:
1
2
3
4
5
6.
7.
8.
9.
10.
11.
12.
13.
14.
15.
16.
17.
18.
19.
20.
21
1. FOR THE PURPOSE OF CONSTRUCTION DRAWING, THE FOLLOWING DEFINITIONS SHALL APPLY:
CONTRACTOR: GENERAL CONTRACTOR RESPONSIBLE FOR CONSTRUCTION
CARRIER: T-MOBILE
TOWER OWNER: CROWN CASTLE USA INC.
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 CROWN CASTLE.
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 CROWN CASTLE 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 CROWN CASTLE USA INC.
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.
CONCRETE, FOUNDATIONS, AND REINFORCING STEEL:
1. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE ACI 301, ACI 318, ACI 336, ASTM Al84, ASTM Al85 AND THE DESIGN AND
CONSTRUCTION SPECIFICATION FOR CAST -IN -PLACE CONCRETE.
2. UNLESS NOTED OTHERWISE, SOIL BEARING PRESSURE USED FOR DESIGN OF SLABS AND FOUNDATIONS IS ASSUMED TO BE 1000 psf.
3. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH (fc) OF 3000 psi AT 28 DAYS, UNLESS NOTED OTHERWISE. NO MORE THAN
90 MINUTES SHALL ELAPSE FROM BATCH TIME TO TIME OF PLACEMENT UNLESS APPROVED BY THE ENGINEER OF RECORD. TEMPERATURE OF
CONCRETE SHALL NOT EXCEED 900f AT TIME OF PLACEMENT.
4. CONCRETE EXPOSED TO FREEZE -THAW CYCLES SHALL CONTAIN AIR ENTRAINING ADMIXTURES. AMOUNT OF AIR ENTRAINMENT TO BE BASED
ON SIZE OF AGGREGATE AND F3 CLASS EXPOSURE (VERY SEVERE). CEMENT USED TO BE TYPE II PORTLAND CEMENT WITH A MAXIMUM
WATER -TO -CEMENT RATIO (W/C) OF 0.45.
5. ALL STEEL REINFORCING SHALL CONFORM TO ASTM A615. ALL WELDED WIRE FABRIC (WWF) SHALL CONFORM TO ASTM Al85. ALL SPLICES
SHALL BE CLASS "B" TENSION SPLICES, UNLESS NOTED OTHERWISE. ALL HOOKS SHALL BE STANDARD 90 DEGREE HOOKS, UNLESS NOTED
OTHERWISE. YIELD STRENGTH (Fy) OF STANDARD DEFORMED BARS ARE AS FOLLOWS:
#4 BARS AND SMALLER.................................................................................... 40 ksi
#5 BARS AND LARGER...................................................................................... 60 ksi
6. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCING STEEL UNLESS SHOWN OTHERWISE ON DRAWINGS:
CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH ....................... 3"
CONCRETE EXPOSED TO EARTH OR WEATHER:
#6 BARS AND LARGER.....................................................................................21,
#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.
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.
THE CONTRACTOR SHALL PERFORM IEEE FALL-OF-POTENTAL RESISTANCE TO EARTH TESTING (PER IEEE 1 100 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.
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.
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.
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.
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.
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.
ALL EXTERIOR GROUND CONDUCTORS BETWEEN EQUIPMENT/GROUND BARS AND THE GROUND RING SHALL BE #2 SOLID TINNED COPPER UNLESS OTHERWISE INDICATED.
ALUMINUM CONDUCTOR OR COPPER CLAD STEEL CONDUCTOR SHALL NOT BE USED FOR GROUNDING CONNECTIONS.
USE OF 900 BENDS IN THE PROTECTION GROUNDING CONDUCTORS SHALL BE AVOIDED WHEN 450 BENDS CAN BE ADEQUATELY SUPPORTED.
EXOTHERMIC WELDS SHALL BE USED FOR ALL GROUNDING CONNECTIONS BELOW GRADE.
ALL GROUND CONNECTIONS ABOVE GRADE (INTERIOR AND EXTERIOR) SHALL BE FORMED USING HIGH PRESS CRIMPS.
COMPRESSION GROUND CONNECTIONS MAY BE REPLACED BY EXOTHERMIC WELD CONNECTIONS.
ICE BRIDGE BONDING CONDUCTORS SHALL BE EXOTHERMICALLY BONDED OR BOLTED TO THE BRIDGE AND THE TOWER GROUND BAR.
APPROVED ANTIOXIDANT COATINGS (i.e. CONDUCTIVE GEL OR PASTE) SHALL BE USED ON ALL COMPRESSION AND BOLTED GROUND CONNECTIONS.
ALL EXTERIOR GROUND CONNECTIONS SHALL BE COATED WITH A CORROSION RESISTANT MATERIAL.
MISCELLANEOUS ELECTRICAL AND NON -ELECTRICAL METAL BOXES, FRAMES AND SUPPORTS SHALL BE BONDED TO THE GROUND RING, IN ACCORDANCE WITH THE NEC.
BOND ALL METALLIC OBJECTS WITHIN 6 ft OF MAIN GROUND RING WITH (1) #2 BARE SOLID TINNED COPPER GROUND CONDUCTOR.
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.
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).
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).
l . 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 OREQUAL). 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 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 "T-MOBILE".
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
IT • • Mob 'Ile • • •I
8960 ALDERWOOD ROAD
PORTLAND, OR 97220
C
i� CROWN
v CASTLE
1505 WESTLAKE AVENUE NORTH, SUITE 800
SEATTLE, WA 98109
p0
P. MARSHALL &ASSOCIATES
6801 PORTWEST DR., SUITE 100
HOUSTON, TX 77024
T-MOBILE SITE NUMBER:
SE01626B
BU #: 824070
ED LARGE / CARNELL MP
8505 BOWDOIN WAY
EDMONDS, WA 98026
EXISTING 109'-2" MONOPOLE
ISSUED FOR:
REV
DATE
DRWN
DESCRIPTION
DES./Q
A
06/14/21
JAH
PRELIMINARY
HS
0
07/09/21
CS
FINAL CD
HS
1
08/30/21
PA
FINAL REVISION
HS
2
09/13/21
CS
FINAL REVISION
HS
3
10/11/21
CS
JDX REVISION
VT
4
12/02/21
CS JDX REVISION
VT
r WII� r
O`er I?
55949
WTTg -12/06/2021
UBI NUMBER: 604-106-184
RESUB
Dec 10 2021
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
IT IS A VIOLATION OF LAW FOR ANY PERSON,
UNLESS THEY ARE ACTING UNDER THE DIRECTION
OF A LICENSED PROFESSIONAL ENGINEER,
TO ALTER THIS DOCUMENT.
PM&A JOB #:
21CCT7M-082
SHEET NUMBER: REVISION:
APN:
00373600501705
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00373600501708
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APN:
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APN:
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Blue hatched area (end of the road) is owned by
the condominiums over the fence and is not city
right of way.
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APN: 00613400000802 ,
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APN:
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RIGHT OF WAY PERMIT NEEDED
Shaded area is public right of way. Any use of the right of way
including staging or parking of construction related vehicles requires
a right of way permit.
Please contact engineeringpermits@edmondswa.gov for application
if applicable.
OVERALL SITE PLAN
SCALE: 20' 10' 0 20' 1"=W-0" (FULL SIZE) 1"=40'-0" (11x17) N
SITE PLAN DISCLAIMER:
PROPERTY LINES AND STRUCTURES HAVE BEEN
DIGITIZED FROM PREVIOUS PLAN SETS. 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.
M I
IT • • Mob ile• • •I
8960 ALDERWOOD ROAD
PORTLAND, OR 97220
CCCROWN
CASTLE
1505 WESTLAKE AVENUE NORTH, SUITE 800
SEATTLE, WA 98109
D 0
O
P. MARSHALL & ASSOCIATES
6801 PORTWEST DR., SUITE 100
HOUSTON, TX 77024
T-MOBILE SITE NUMBER:
SE01626B
BU #: 824070
ED LARGE/CARNELL MP
8505 BOWDOIN WAY
EDMONDS, WA 98026
EXISTING 109'-2" MONOPOLE
ISSUED FOR:
TE
DRWN
DESCRIPTION
DES./ Q
4/21
JAH
PRELIMINARY
HS
9/21
L
CS
FINAL CD
HS
0/21
PA
FINAL REVISION
HS
3/21
CS
FINAL REVISION
HS
/21
CS
JDXREVISION
VT
/21
CS
JDX REVISION
VT
r wrt„� r
55949
WV-"-12/06/2021
UBI NUMBER: 604-106-184
RESUB
Dec 10 2021
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
IT IS A VIOLATION OF LAW FOR ANY PERSON,
UNLESS THEY ARE ACTING UNDER THE DIRECTION
OF A LICENSED PROFESSIONAL ENGINEER,
TO ALTER THIS DOCUMENT.
PM&A JOB #:
21CCT7M-082
SHEET NUMBER: REVISION:
•
M
HIGHEST APPURTENANCE OF STRUCTURE
ELEV. 1 19'-0"
)VIED
EXISTING TOWER ELEVATION
•
HIGHEST APPURTENANCE OF STRUCTURE
ELEV. 1 19'-0"
T-MOBILE ANTENNA TIP HEIGHT
FI F\/ 1 1 A'-O"
MOUNT ANALYSIS NOTES:
1. THE DESIGN DEPICTED IN THESE DRAWINGS IS VALID
WHEN ACCOMPANIED BY A CORRESPONDING
PASSING MOUNT ANALYSIS.
2. CONSTRUCTION MANAGER / GENERAL
CONTRACTOR SHALL REVIEW THE MOUNT ANALYSIS
FOR ANY CONDITIONS PRIOR TO INSTALLATION.
3. ANY REQUIRED MOUNT MODIFICATION DESIGN OR
MOUNT REPLACEMENT SHALL BE APPROVED BY EOR. EXISTING GRADE
"LOOK UP" - CROWN CASTLE USA INC.
SAFETY CLIMB REQUIREMENT:
THE INTEGRITY OF THE SAFETY CLIMB AND ALL
COMPONENTS OF THE CLIMBING FACILITY SHALL BE
CONSIDERED DURING ALL STAGES OF DESIGN,
INSTALLATION, AND INSPECTION. TOWER MODIFICATION,
MOUNT REINFORCEMENTS, AND/OR EQUIPMENT
INSTALLATIONS SHALL NOT COMPROMISE THE
INTEGRITY OR FUNCTIONAL USE OF THE SAFETY
CLIMB OR ANY COMPONENTS OF THE CLIMBING
FACILITY ON THE STRUCTURE. THIS SHALL INCLUDE,
BUT NOT BE LIMITED TO: PINCHING OF THE WIRE
ROPE, BENDING OF THE WIRE ROPE FROM ITS
SUPPORTS, DIRECT CONTACT OR CLOSE PROXIMITY
TO THE WIRE ROPE WHICH MAY CAUSE FRICTIONAL
WEAR, IMPACT TO THE ANCHORAGE POINTS IN ANY
WAY, OR TO IMPEDE/BLOCK ITS INTENDED USE. ANY
COMPROMISED SAFETY CLIMB, INCLUDING EXISTING
CONDITIONS MUST BE TAGGED OUT AND REPORTED
TO YOUR CROWN CASTLE USA INC. POC OR CALL
THE NOC TO GENERATE A SAFETY CLIMB
MAINTENANCE AND CONTRACTOR NOTICE TICKET.
ELEV. 0'-0"
0
I (E) T-MOBILE FEEDLINES
(6) COAX CABLES (1-5/8")
(±175' CABLE LENGTH)
(P) T-MOBILE FEEDLINES:
(2) 1-1/2" HCS 2.0 TRUNK CABLE
(±175' LF)
(E) T-MOBILE FEEDLINE
(1) GPS COAX CABLES (1 /4")
FINAL TOWER ELEVATION
SCALE: 3/32"=l'-0" (FULL SIZE)
8' 4' 0 8' 3/64"=l'-0" (11x17)
T • •Mobile • • •I
8960 ALDERWOOD ROAD
PORTLAND, OR 97220
CROWN
CC CASTLE
1505 WESTLAKE AVENUE NORTH, SUITE 800
SEATTLE, WA 98109
Pm
P. MARSHALL &ASSOCIATES
6801 PORTWEST DR., SUITE 100
HOUSTON, TX 77024
T-MOBILE SITE NUMBER:
SE01626B
BU #: 824070
ED LARGE / CARNELL MP
8505 BOWDOIN WAY
EDMONDS, WA 98026
EXISTING 109'-2" MONOPOLE
ISSUED FOR:
REV
DATE
DRWN
DESCRIPTION
DES./ Q
A
06/14/21
JAH
PRELIMINARY
HS
0
07/09/21
CS
FINAL CD
HS
1
08/30/21
PA
FINAL REVISION
HS
2
09/13/21
CS
FINAL REVISION
HS
3
10/11/21
CS
JDX REVISION
VT
4
12/02/21
CS
JDX REVISION
VT
r wrt„� r
55949
WV-"-12/06/2021
UBI NUMBER: 604-106-184
RESUB
Dec 10 2021
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
IT IS A VIOLATION OF LAW FOR ANY PERSON,
UNLESS THEY ARE ACTING UNDER THE DIRECTION
OF A LICENSED PROFESSIONAL ENGINEER,
TO ALTER THIS DOCUMENT.
PM&A JOB #:
21CCT7M-082
SHEET NUMBER: REVISI4 ON:
MOUNT ANALYSIS NOTES:
1. THE DESIGN DEPICTED IN THESE DRAWINGS IS VALID
WHEN ACCOMPANIED BY A CORRESPONDING PASSING
MOUNT ANALYSIS.
2. CONSTRUCTION MANAGER / GENERAL CONTRACTOR
SHALL REVIEW THE MOUNT ANALYSIS FOR ANY
CONDITIONS PRIOR TO INSTALLATION.
3. ANY REQUIRED MOUNT MODIFICATION DESIGN OR
MOUNT REPLACEMENT SHALL BE APPROVED BY EOR.
ANTENNA AND CABLE SCHEDULE
SCALE: NOT TO SCALE
(E) (3) T-ARM MOUNTS TO REMi
(E) T-MOBILE AHLOA MOUNTED
TO T-ARM MOUNT TO REMAIN
(3 TOTAL, 1 PER SECTOR)
(E) T-MOBILE
LARI
TOBEF
�25C
EXISTING ANTENNA SCHEDULE
ANTENNA
SECTOR
POS.
TECHNOLOGY
CRAID
AZIMUTH
MANUFACTURER
ANTENNA MODEL
TOWER MOUNTED EQUIPMENT
FEEDLINE TYPE
ALPHA
Al
L700/L600/N600/
1 12'-0"
0°
COMMSCOPE
FFHH-65C-R3
(1) AHLOA/ (1) FXFB
COAX
G1900/U2100
ALPHA
A2
-
1 12'-0"
0°
ANDREW
TMBXX-6516-A2M
-
HIGH CAP CABLE
ALPHA
A3
L2100
112'-0"
0°
ANDREW
TMBXX-6516-A2M
(1) FRIG
SHARED HIGH
CAP CABLE
ALPHA
A4
-
-
-
-
-
-
-
BETA
B1
L700/L600/N600/
1 12'-0"
1200
COMMSCOPE
FFHH-65C-R3
(1) AHLOA
COAX
G1900/U2100
BETA
B2
-
1 12'-0"
1200
ANDREW
TMBXX-6516-A2M
_
SHARED HIGH
CAP CABLE
BETA
B3
-2100
-
-
ANDREW
TMBXX-6516-A2M
(1) FRIG
SHARED HIGH
CAP CABLE
BETA
B4
-
-
-
-
-
-
-
GAMMA
Cl
L700/L600/N600/
112'-0"
2500
COMMSCOPE
FFHH-65C-R3
(1) AHLOA
COAX
G1900/U2100
GAMMA
C2
-
1 12'-0"
2500
ANDREW
TMBXX-6516-A2M
_
SHARED HIGH
CAP CABLE
GAMMA
C3
L2100
-
-
ANDREW
TMBXX-6516-A2M
(1) FRIG
SHARED HIGH
CAP CABLE
GAMMA
C4
-
-
-
-
-
-
-
PROPOSED ANTENNA SCHEDULE
SECTOR
POS.
TECHNOLOGY
AZIMUTH
NTT
ANTENNA MODEL
TOWER MOUNTED EQUIPMENT
FEEDLINE TYPE
CRADER
TA
MA
ALPHA
Al
L700/L600/N600/
1 12'-0"
0°
COMMSCOPE
FFHH-65C-R3
(1) AHLOA/ (1) FXFB
COAX
G1900/U2100
ALPHA
A2
L2100/L1900/
1 17-0"
0°
ANDREW
TMBXX-6516-A2M
(1) AHFIG
HYBRID 2.0 CABLE
N1900/N2100
ALPHA
A3
L2500/N2500
1 12'-0"
0°
NOKIA
AEHC
-
HYBRID 2.0 CABLE
ALPHA
A4
-
-
-
-
-
-
-
BETA
Bl
L700/L600/N600/
112'-0"
1200
COMMSCOPE
FFHH-65C-R3
(1) AHLOA
COAX
G1900/U2100
BETA
B2
-2100/L1900/
112'-0"
1200
ANDREW
TMBXX-6516-A2M
(1) AHFIG
SHARED HYBRID
N1900/N2100
2.0 CABLE
BETA
B3
L2500/N2500
1 12'-0"
1200
NOKIA
AEHC
_
SHARED HYBRID
2.0 CABLE
BETA
B4
-
-
-
-
-
-
-
GAMMA
Cl
L700/L600/N600/
112'-0"
2500
COMMSCOPE
FFHH-65C-R3
(1) AHLOA
COAX
G1900/U2100
GAMMA
C2
L2100/1-1900/
112'-0"
2500
ANDREW
TMBXX-6516-A2M
(1) AHFIG
SHARED HYBRID
N 1900/N2100
2.0 CABLE
GAMMA
C3
L2500/N2500
1 17-0"
2500
NOKIA
AEHC
_
SHARED HYBRID
2.0 CABLE
GAMMA
C4
-
-
-
-
-
-
-
EXISTING ANTENNA PLAN
SCALE: NOT TO SCALE
ICI T A A/%nii C A AITCA IAI A
(P) T-MOBILE ANTENNA
NOKIA - AEHC
MOUNTED TO T-ARM MOUNT
(3 TOTAL, 1 PER SECTOR)
(E) (3) T-ARM MOUNTS
(E) T-MOBILE AHLOA MOUNTED
TO T-ARM MOUNT
(3 TOTAL, 1 PER SECTOR)
C'
(P) T-MOBILE AHF
TO T-
(3 TOTAL, 1
(GAMn
�250° AZIr
(E) T
ANDREV
M
(3 TO -
FINAL ANTENNA PLAN
SCALE: NOT TO SCALE
TOWER LOADING SUMMARY
STATUS
CABLE TYPE
SIZE
LENGTH
QUANTITY
EXISTING
-
-
-
-
EXISTING
COAX
1 /4
175-0"
1
EXISTING
COAX
1-5/8
175-0"
6
NEW
HCS2.0TRUNK
1-1/2"
175-0"
2
FINAL CABLE QUANTITY:
9
ICI T AAr,Dll C AKITCKIKIA
T • •Mobile • • •I
8960 ALDERWOOD ROAD
PORTLAND, OR 97220
CROWN
CC CASTLE
1505 WESTLAKE AVENUE NORTH, SUITE 800
SEATTLE, WA 98109
P0
P. MARSHALL &ASSOCIATES
6801 PORTWEST DR., SUITE 100
HOUSTON, TX 77024
T-MOBILE SITE NUMBER:
SE01626B
BU #: 824070
ED LARGE / CARNELL MP
8505 BOWDOIN WAY
EDMONDS, WA 98026
EXISTING 109'-2" MONOPOLE
ISSUED FOR:
REV
DATE
DRWN
DESCRIPTION
DES./ Q
A
06/14/21
JAH
PRELIMINARY
HS
0
07/09/21
CS
FINAL CD
HS
1
08/30/21
PA
FINAL REVISION
HS
2
09/13/21
CS
FINAL REVISION
HS
3
10/11/21
CS
JDX REVISION
VT
4
12/02/21
CS JDX REVISION
VT
WTTg-12/06/2021
UBI NUMBER: 604-106-184
RESUB
Dec 10 2021
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
IT IS A VIOLATION OF LAW FOR ANY PERSON,
UNLESS THEY ARE ACTING UNDER THE DIRECTION
OF A LICENSED PROFESSIONAL ENGINEER,
TO ALTER THIS DOCUMENT.
PM&A JOB #:
21CCT7M-082
C-3 L 4 1
SHEET NUMBER: REVISION:
11 /23/21, 11:06 AM
SE0162613Anchor 10 2021-11-23
Configuration 6701A_R4_U21
(Alpha , Beta & Gamma)
To E
------------------
Notes:
EXISTING PLUMBING DIAGRAM
SCALE: NOT TO SCALE
FDD - Loband
B12 (L700) — 5 MHz
B71 (L600) —10 MHz
B71 (N600) —10 MHz
FDD - Midband
B4 (L2100) — 20 MHz
GS M PCS U MTS AWS
Configuration 56791EZ_U21
* For 5G and LTE Airscale BB dimensioning refer to Fiber Port matrices.
(Alpha , Beta & Gamma)
LB + M:B Octo
MB Quad
Passive Antenna
Passive Antenna
Y
L701
L19+L19
t
0
Li
L21+AWS3
°J
N21
0
N600 U21
AEHC
LTE+5G
B41
12 11 10 9
8 7 6 5 :4 3 2 1
Active Antenna
AHFIG
AWS+PCS
AH LOA
700+600
HCS1.0
H
Top
------------
Ground
f,
HCS2.0 HCS1.0
TowerTop
Style
3CX
TMA
AWS/PCS
,.Diplexer
FDD - Lowband
IT • • Mob ile•
8960 ALDERWOOD ROAD
PORTLAND, OR 97220
(CROWNDZ
CASTLE
1505 WESTLAKE AVENUE NORTH, SUITE 800
SEATTLE, WA 98109
P�
P. MARSHALL &ASSOCIATES
B 12 (L700) — 5 MHz 6801 PORTWEST DR., SUITE 100
B71 (L600) —10 MHz HOUSTON, TX 77024
B71 (N600) — 10 MHz T-MOBILE SITE NUMBER:
1- v a..,.1
SE01626B
134 (L2100) — 20 MHz
B2 (1-1900) — 20 MHz
B25 (L1900) — 20 MHz
B66 (AWS3) — 5MHz BU #: 824070
TDD - Band 41
L2.5(2.5GHz)— 60 MHz
N41(2.5GHz) — 100MHz
+2nd carrier (<=80MHz)
i Gamma,mins � i Beta 11 A01- I i Gai Beta y "p-
--
FSMF
UMTS
AWS
FINAL PLUMBING DIAGRAM
2 SCALE: NOT TO SCALE
ED LARGE / CARNELL MP
8505 BOWDOIN WAY
EDMONDS, WA 98026
EXISTING 109'-2" MONOPOLE
ISSUED FOR:
REV
DATE
DRWN
DESCRIPTION
DES./ Q
A
06/14/21
JAH
PRELIMINARY
HS
0
07/09/21
CS
FINAL CD
HS
1
08/30/21
PA
FINAL REVISION
HS
2
09/13/21
CS
FINAL REVISION
HS
3
10/11/21
CS
JDX REVISION
VT
4
12/02/21
CS
JDX REVISION
VT
WV-"-12/06/2021
UBI NUMBER: 604-106-184
RESUB
Dec 10 2021
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
IT IS A VIOLATION OF LAW FOR ANY PERSON,
UNLESS THEY ARE ACTING UNDER THE DIRECTION
OF A LICENSED PROFESSIONAL ENGINEER,
TO ALTER THIS DOCUMENT.
PM&A JOB #:
21CCT7M-082
C-4
SHEET NUMBER: REVISI4 ON:
NOKIA AEHC
WEIGHT (WITHOUT MOUNTING HARDWARE): 99.2 LBS.
SIZE (HxWxD): 35.43x22.83x8.26 IN.
FRONT
TOP
NOKIA AEHC DETAIL
SCALE: NOT TO SCALE
SIDE
HCS 2.0 J-BOX
WEIGHT (WITHOUT MOUNTING HARDWARE): 23.5 LBS.
SIZE (HxWxD): 14.Oxl6.Ox8.0 IN.
HCS 2.0 J-BOX DETAILS
4 SCALE: NOT TO SCALE
7 n
7
it
NOKIA AHFIG
WEIGHT (WITHOUT MOUNTING HARDWARE): 79.4 LBS.
SIZE (HxWxD): 27.6xl3.4x5.6 IN.
2 AHFIG SPECIFICATIONS
SCALE: NOT TO SCALE
•
IAIIAIIAIIAIIAIIAIIAIIAIIAIIAIIIAlIAlOIAIIAIIAIIAI
�G1�� G�1��1� ��O�G��� G���{�1��0�
pit
11M
NOKIA CSR IXR-E V2 ROUTER
WEIGHT: 11.2 LBS.
SIZE (HxWxD): 1.75xl 7.25xl 0.0 IN.
NOKIA CS
IXR-E V2 ROUTER
5 SCALE: NOT TO SCALE
BASED BOX ASSEMBLY
HEAT SHRINK TU
3RID CABLE
HCS 2.0 FIBER FEED W/ PENDANT
WEIGHT (WITHOUT MOUNTING HARDWARE): 23.5 LBS.
SIZE (HxWxD): 14.0x16.Ox8.0 IN.
HCS 2.0 FIBER FEED W/ PENDANT DETAIL
SCALE: NOT TO SCALE
2 General Product Overview
PSU 48 13
• ��+i{iii��i+it i�
ate• • .
Figure 1
Mounting bracket
Bracketfor 19- rack installations. Bracket can be reversed.
E
DC in ut temnina Is
Covered interlace for connecting power cables from the power distribution -
External alarm port.
Interface for connects alarm cable to site ex.emaI alarms.
-
Power switches
=or swiwhi nq onfoff the corresponding DC out u-.
-
Fuse connectors
Covered fuse rerrininals for corres on d ing DCoutput.
=
DC power outputs
Covered term ina Is for connecting power cables to remote loads.
-I
Ground connector
Grounds chassis
T - -Mobile
-
Ericsson PSU 48 13 Voltage SoosterDesign Specification
The general specifications fo - the PSU 48 13 are as follows_
Elleebii,call Operatirna Limits
l Voltage
-38.D - -58.5 VDC
Input Voltage, naminal
48 VDC
Input Current, max
166 A; 30 Atotal for all four-49V inputs
Ourtp ut Voltage, fixed
-58 VDC
Ourtput Power, max_
2t700 watts each
EnvironmentalOperating Limits
Temperature, operation
40 -+80 IC
Temperature. storage
40 -+55 °C
Temperature, trasport
-40 - +7 0 'C
Humidity, operation and storage
5% - 55%
Altkude, operation and storage
C - 4000 m
cocllin'g
,ntemal farts
Vibration
E TS3M019-2
Shack
ET-S C019-2
Drop
ETS300019-2
EMC
FCC Part 15
Safety
U L 13238E-1
Raise
a 9.8 bel sound peroer
Lightning Protection
4 kA: I D-?350 Im 20 kA. 8 r2D ps
Fuse O lions
30 A. 40 A, 50 A
Mechanical Specification
WeilqM
s 7.8 k 17.2 1bj
❑irnensions H x W x❑
44 x 483 x M mlm I X x 19.0' x 14.3" incaude brackets, oovar
PSU Unit IC1t_ SKU 34132
1 rraq I.SR I i DCRn ;tmII
Part Number
Part Description
Qty
Comments
I
SPAR 911 93j3
D-C_ CONVERTERJPSU 41313
1
2
SNG 819IV1
CABLE LUGiPOwerdual lug 6 awl; Rcght angled
5
3 nc parts, facing hybfid Gable
3
SNG SIB 23/1
CABLE LUGJPewerdual IU9 4 awe Right angled
6
3 DC ports, facing hybrid cable
4.1
NFWG021/30
FUSE HOLDER/30A.8OV, UL
1
3 fuses in each kit
4.2
NFN95021140
FUSE HOLDER140A, 80V, UL
1
3 fuses in each kit
43
NFA195021150
FUSE HOLDEP r50A, 801V, UL
1
3 fuses in each kit
PSU 4813 VOLTAGE BOOSTER SPECS
PSU 4813 VOLTAGE BOOSTER
WEIGHT: 17.2 LBS.
SIZE (HxWxD): 1.7x19.0x14.4 IN.
IT • • Mob ile• • •I
8960 ALDERWOOD ROAD
PORTLAND, OR 97220
CROWN
CC CASTLE
1505 WESTLAKE AVENUE NORTH, SUITE 800
SEATTLE, WA 98109
P�
P. MARSHALL &ASSOCIATES
6801 PORTWEST DR., SUITE 100
HOUSTON, TX 77024
T-MOBILE SITE NUMBER:
SE01626B
BU #: 824070
ED LARGE / CARNELL MP
8505 BOWDOIN WAY
EDMONDS, WA 98026
EXISTING 109'-2" MONOPOLE
ISSUED FOR:
REV
DATE
DRWN
DESCRIPTION
DES./ Q
A
06/14/21
JAH
PRELIMINARY
HS
0
07/09/21
CS
FINAL CD
HS
1
08/30/21
PA
FINAL REVISION
HS
2
09/13/21
CS
FINAL REVISION
HS
3
10/11/21
CS
JDX REVISION
VT
4
12/02/21
CS JDX REVISION
VT
WTT" -12/06/2021
UBI NUMBER: 604-106-184
RESUB
Dec 10 2021
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
IT IS A VIOLATION OF LAW FOR ANY PERSON,
UNLESS THEY ARE ACTING UNDER THE DIRECTION
OF A LICENSED PROFESSIONAL ENGINEER,
TO ALTER THIS DOCUMENT.
PM&A JOB #:
21CCT7M-082
SHEET NUMBER: REVISION:
SCALE: NOT TO SCALE
NOKIA AMIA
WEIGHT: 11.2 LBS.
SIZE (HxWxD): 5.2xl 7.6xl 5.7 IN.
SKU# 33389 - NOKIA AMIA
1 SCALE: NOT TO SCALE
NOKIA ABIL
WEIGHT (UNIT ONLY): 4.4 LBS.
SIZE (HxWxD): l.lx8.6xl4.2 IN.
SFP28
S-RFl S-RF2
®mm®mmmmmmm®mm®mmm®mm mm �C
mmm®mm®mm®mmmmmmm mm
0000000BO oO00000 ® 00
m m
mwn o
S-RF1 S-RF2
QSFP28
,00000000000000000000000 0000000000000000
00
°o °o ® °o °o ® °000 ® oo ® 000 ® o
CCD
o
o o°000n00000°o°00000°000°0000°000°o°o°°
--------------
®aa®oo®oo®oo®oo®o
®
O
o000000000000000000000000000000000000000 0 6
0000 ®°000® 0000® 0000® 0000 ®O
.0 00000000000000000000 00 0®
o°0°0°00°08°0°0°0°0°0°0°00 °o°o�°o
R�O��® ���
O® 000 ® m O®
9 9999999 9 9 e999a 99 9
PROPOSED ABIL
LOCATION
SKU# 33617 - NOKIA ABIL
SCALE: NOT TO SCALE
0
NOKIA ASIB
WEIGHT (UNIT ONLY): 6.4 LBS.
SIZE (HxWxD): 1.7x8.6xl 4.2 IN.
0000000000000000000000000000000000000000
COD
p
000°0000°000000000°°°°000°°°°°°°°°o°°o°°
o®oo®oo®aa®oo®o
®
O
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° o00000000000000000°00 0oo
00000oo000000000
o00000000000000 o00 O
00o0 000a00000000 0 ° o0 0 0
o® o ��O
o® QQQ ® r m ®
p
p
9 e999999 9 99 e999B 99 B
PROPOSED ASIB
LOCATION
SKU# 34104 - NOKIA ASIB
SCALE: NOT TO SCALE
NOKIA ABIC
WEIGHT (UNIT ONLY): 5.8 LBS.
SIZE (HxWxD): 1.7x8.6xl4.2 IN.
RF2 RF4 RF6 RF8
0 0000000;L oo o o o 0oo0000oo0000000000o000oo
o
08®00®08®88®oo®S°
p
p
0000000 0 oo°°°°°o°°°°°°oo°°°°°00000°°000
oo®oa®a°®oo®oo®o
O
0
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p000000000000000000000 00 0®
0000000000000000 ®oo®
0000000000000000 00 0
00000008(0jj0000000 0 00 0 0
p%-�oo����®
--
o ���
O® �000 ®a m ®
a 9999999 9 99 e9999 9e 9
p
d
PROPOSED ABIC
LOCATION
SKU# 34103 - NOKIA ABIC
SCALE: NOT TO SCALE
0
0
0
0
0
0
0
0
0
0
NOKIA ABIA
WEIGHT (UNIT ONLY): 4.6 LBS.
SIZE (HxWxD): 1.1x8.6xl4.2IN.
a.6..
RF1 RF2 RF3 RF4 RF5 RF6
00
0®00
0O0®0O0®0O0®oo°®00000000000000000
00000000 oo oo oo 00
°®oo®oo®oo®oo®oo0
0000000°00®°0°o0®°0 °00®°0000®O°o°a°v
gloo-0
%000000000000000 00
°v°v O°O000°o°o°o°o°o°001-°o°o°o°0000o �Oo°o8
0 0
000 0O000 oI�==000
o0 00 °° 0 0 ov
v o
n00 ®®m
o
®U
° ° oo ° m9
9 e999e99 9 99 a9e99 96
9
•
O
I
PROPOSED ABIA
LOCATION
SKU# 33388 - NOKIA ABIA
SCALE: NOT TO SCALE
NOKIA ASIK
WEIGHT (UNIT ONLY): 6.6 LBS.
SIZE (HxWxD): 1.7x8.6xl4.2 IN.
0
0
0
0
0
0.6" I \"
FAN
LMP
STATUS SEI
EIF1
EIF2
00000000000000000000000000000000000000000 ap
°00
v°v ®00
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ap
vv
000000000000000000
00000000000000000001 00 00 00
00 0
�v ®00 0000 0 00 00 00
oo
ap0000000
vv 0 000000000000000000000000 00
oo®oo®oo®000000®000O d�
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0000000000000000
vv OO 00000o 0Oo00o 00o 000000000000800000000000
00O
U 0
0
000 0 0 O
000 0 O
_ �
vv ®® 0 000 o®000 00 00 00 �o Ov
uu
--
O
d� o ® � \J ll ll I ®
o
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a e eeeeeee e e eee®e ®e
e
SKU# 33615 - NOKIA ASIK
U SCALE: NOT TO SCALE
C
PROPOSED
ASIKLOCATION
•
MTN m mMobllemm .
8960 ALDERWOOD ROAD
PORTLAND, OR 97220
1505 WESTLAKE AVENUE NORTH, SUITE 800
SEATTLE, WA 98109
D 0
O
P. MARSHALL & ASSOCIATES
6801 PORTWEST DR., SUITE 100
HOUSTON, TX 77024
T—MOBILE SITE NUMBER:
SE01626B
BU #: 824070
ED LARGE/CARNELL MP
8505 BOWDOIN WAY
EDMONDS, WA 98026
EXISTING 109'-2" MONOPOLE
L i
ISSUED FOR:
REV
DATE
DRWN
DESCRIPTION
DES./ Q
A
06/14/21
JAH
PRELIMINARY
HS
0
112/02/21
07/09/21
CS
FINAL CD
HS
1
08/30/21
PA
FINAL REVISION
HS
2
09/13/21
CS
FINAL REVISION
HS
3
10/11/21
CS
JDX REVISION
VT
4
CS
JDX REVISION
VT
r wrt„� r
a(r13TEK'' S�"
14,
ssj�NAL��
12/06/2021
UBI NUMBER: 604-106-184
RESUB
Dec 10 2021
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
IT IS A VIOLATION OF LAW FOR ANY PERSON,
UNLESS THEY ARE ACTING UNDER THE DIRECTION
OF A LICENSED PROFESSIONAL ENGINEER,
TO ALTER THIS DOCUMENT.
PM&A JOB #:
21CCT7M-082
SHEET NUMBER: REVISION:
C - 6 L 4
500 WATT LITHk-.1 QUARTZ FLOOD LIG"T
MOGUL SOCKET MOUNTING
MANUFACTURER'S CABLE OR O
SUITABLE FOR EXTENDED SUNLIGH
METALLIC CABLE TERMINATIC
EXISTING GATI
WEATHER PROOF 60 MIN. ROTA
LIGH
3/4" RGS CONDUIT FOR (3)
ELECT
#2 AWG BARE SOLID TINNE
TC
EXOTHER
TO NI
U-
w
w
E
UT
> OF
4'-0" MAX. TO EACH POST
CONTRACTOR TO VERIFY
OVERALL LENGTH REQUIRED TO
n ACCOMMODATE EQUIPMENT n
PLAN VIEW
ELEVATION
8"x8"x1/2" STEEL
BASEPLATE---,
NV�If�'W
1-1/2" GALV. SQUARE P1000
UNISTRUT RAIL (12 GA.)
(TYP.) COORDINATE EXACT
LOCATION IN FIELD
3" DIA. SCH 40
STAINLESS STEEL OR
GALV. PIPE (TYP)
/2" U-BOLT (TYP.)
3" DIA. SCH 40 STAINLESS
STEEL OR GALV. PIPE (TYP C O N
END CAP (TYP)
8"x8"x1/2" STEEL
BASEPLATE (TYP.)
WITH (4) 1/2" DIA.
BOLTS WITH EPDXI
ANCHOR AND 4"
MIN. EMBEDMENT
1-1/2"
END VIEW
MOUNTING BRACKET
(SUPPLIED W/ ANTENNA)
ANTENNA
MOUNTING PIPE
INSTALLER NOTE:
1. ALL PIPES, BRACKETS, AND MISCELLANEOUS
HARDWARE TO BE GALVANIZED UNLESS NOTED
OTHERWISE.
2 ANTENNA MOUNTING DETAIL
SCALE: NOT TO SCALE
Frequency Bands & Sectors
Frequency Band Colors
Lowband - 600/700
.............
Oranw-
PCs - 1900
AWS - 2100/1700
Gray
Sector Colors
Alpha
Beta
Gamma
Delta
Yellow
Epsilon
White
Zeta
• -
NEW
ANTENNA
ZACKET
ANTENNA)
Alpha Sector Example
AWS - 210011700
Lowband - 6001700
1
1 1
PCs -1900
Dual Band (PCS/AWS)
IT • • Mob ile• • •I
8960 ALDERWOOD ROAD
PORTLAND, OR 97220
CROWN
CC CASTLE
1505 WESTLAKE AVENUE NORTH, SUITE 800
SEATTLE, WA 98109
P0
P. MARSHALL &ASSOCIATES
6801 PORTWEST DR., SUITE 100
HOUSTON, TX 77024
T-MOBILE SITE NUMBER:
SE01626B
BU #: 824070
ED LARGE / CARNELL MP
8505 BOWDOIN WAY
EDMONDS, WA 98026
EXISTING 109'-2" MONOPOLE
ISSUED FOR:
Lowband - 6001700
1
1 1
PCs -1900
Dual Band (PCS/AWS)
IT • • Mob ile• • •I
8960 ALDERWOOD ROAD
PORTLAND, OR 97220
CROWN
CC CASTLE
1505 WESTLAKE AVENUE NORTH, SUITE 800
SEATTLE, WA 98109
P0
P. MARSHALL &ASSOCIATES
6801 PORTWEST DR., SUITE 100
HOUSTON, TX 77024
T-MOBILE SITE NUMBER:
SE01626B
BU #: 824070
ED LARGE / CARNELL MP
8505 BOWDOIN WAY
EDMONDS, WA 98026
EXISTING 109'-2" MONOPOLE
ISSUED FOR:
REV
DATE
DRWN
DESCRIPTION
DES./ Q
A
06/14/21
JAH
PRELIMINARY
HS
0
07/09/21
CS
FINAL CD
HS
1
08/30/21
PA
FINAL REVISION
HS
2
09/13/21
CS
FINAL REVISION
HS
3
10/11/21
CS
JDX REVISION
VT
4
12/02/21
CS JDX REVISION
VT
r
WTTg-12/06/2021
UBI NUMBER: 604-106-184
RESUB
Dec 10 2021
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
IT IS A VIOLATION OF LAW FOR ANY PERSON,
UNLESS THEY ARE ACTING UNDER THE DIRECTION
OF A LICENSED PROFESSIONAL ENGINEER,
TO ALTER THIS DOCUMENT.
PM&A JOB #:
21CCT7M-082
SHEET NUMBER: REVISION:
3 WORK LIGHT WITH TIMER DETAIL
SCALE: NOT TO SCALE
4 UTILITY H-FRAME
)—
SCALE: NOT TO SCALE
RF JUMCAL
PER COLOR CODING
SE: NOT TO SCALE
MOUNTING FOOTPRINT
21-611
PLAN VIEW
5/8"0 FOR
INET ANCHORAGE
5/8"0 FOR
TERY MOUNTING
811 21-811 891
VENDOR: PURCELL SYSTEMS INC
MODEL: 2000005433
DIMENSIONS: 30.0"x30.0"x72.0"
WEIGHT: 430 LBS (WITHOUT EQUIPMENT)
NOTE -
ADDITIONAL KNOCKOUTS MAY BE
REQUIRED AND CAN BE DRILLED ON SITE
AS NECESSARY
ISO VIEW
SHIPPING HOOKS TO
BE REMOVED AFTER
CABINET INSTALL
CORRECT KNOCKOUT
TOOL REQUIRED FOR
PUNCHING KNOCKOUTS.
DO NOT DRILL
KNOCKOUTS THROUGH
FRONT VIEW SIDE VIEW BACK VIEW
PURCELL HPL3 POWER CABINET SPECIFICATIONS
SCALE: NOT TO SCALE
MOUNTING FOOTPRINT
21-6'1
PLAN VIEW
0
�ro
0 0
FRONT VIEW
9'
)R
ICHORAGE
ISO VIEW
SIDE VIEW
VENDOR: PURCELL SYSTEMS INC
MODEL: 2000005434
DIMENSIONS: 30.0"x30.0"x63.0"
WEIGHT: 350 LBS (WITHOUT EQUIPMENT)
PURCELL LB3 BATTERY CABINET SPECIFICATIONS
SCALE: NOT TO SCALE
SHIPPING HOOKS TO
BE REMOVED AFTER
CABINET INSTALL
;ORRECT KNOCKOUT
'OOL REQUIRED FOR
'UNCHING KNOCKOUTS.
)O NOT DRILL
:NOCKOUTS THROUGH
T • •Mobile • • •I
8960 ALDERWOOD ROAD
PORTLAND, OR 97220
CROWN
CASTLE
1505 WESTLAKE AVENUE NORTH, SUITE 800
SEATTLE, WA 98109
p0
P. MARSHALL &ASSOCIATES
6801 PORTWEST DR., SUITE 100
HOUSTON, TX 77024
T-MOBILE SITE NUMBER:
SE01626B
BU #: 824070
ED LARGE / CARNELL MP
8505 BOWDOIN WAY
EDMONDS, WA 98026
EXISTING 109'-2" MONOPOLE
ISSUED FOR:
REV
DATE
DRWN
DESCRIPTION
DES./ Q
A
06/14/21
JAH
PRELIMINARY
HS
0
07/09/21
CS
FINAL CD
HS
1
08/30/21
PA
FINAL REVISION
HS
2
09/13/21
CS
FINAL REVISION
HS
3
10/11/21
CS
JDX REVISION
VT
4
12/02/21
CS
JDX REVISION
VT
r wrt„� r
WV-"-12/06/2021
UBI NUMBER: 604-106-184
RESUB
Dec 10 2021
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
IT IS A VIOLATION OF LAW FOR ANY PERSON,
UNLESS THEY ARE ACTING UNDER THE DIRECTION
OF A LICENSED PROFESSIONAL ENGINEER,
TO ALTER THIS DOCUMENT.
PM&A JOB #:
21CCT7M-082
SHEET NUMBER: REVISIC-8 4 ON:
SPECIFICATIONS
VOLTAGE
CAPACITY (AH)
NOMINAL DIMENSIONS
NOMINAL
WEIGHT
8 HR TO 1.75 VPC
@ 250
10 HR TO 1.8 VPC
@ 250
INCHES
MILLIMETERS
A
B
C
A
B
C
LBS
Kg
12
183 / 186 AH
187 / 190 AH
22.0
4.9
12.6
560
125
320
124.3
56.3
CONCRETE SLAB
ELECTRICAL DATA
SHORT
INTERNAL
MODEL NUMBER
CIRCUIT
RESISTANCE
CURRENT
(mOhms)
NSB 190FT RED BATTERY
5000 A
2.8
FLOAT VOLTAGE
CONSTANT VOLTAGE CHARGING IS RECOMMENDED.
RECOMMENDED FLOAT VOLTAGE: 2.27 +/- 0.02 VPC.
CHAPTER 12, SECTION 1206
ELECTRICAL ENERGY STORAGE SYSTEM
1206.2 SCOPE:
STATIONARY STORAGE BATTERY SYSTEMS HAVING CAPACITIES
EXCEEDING THE VALUES SHOWN IN TABLE 1206.2 SHALL COMPLY
W/ SECTION 1206.2.1 THROUGH 1206.2.12.6, AS APPLICABLE.
BATTERY STORAGE SYSTEM THRESHOLD QTY'S
CATTERY TECHNOLOGY
CAPACITY ALLOWED
LEAD ACID, ALL TYPES
70 kWh (252 MEGAJOULES)
AH = VOLTAGE (AH)/1000
VOLTS
AH
kWh
NO. OF
BATTERIES
TOTAL kWh
12
190
1000
2.28
16
36.48
CONCLUSIONS:
36.48
<
70 kWh
SECTION 1206.2 DOES NOT APPLY
TOTAL BATTERY WEIGHT (16 BATTERIES): 1,988.8 LBS
TOTAL GALLONS - ELECTROLYTE & ACID (16 BATTERIES): 44.48
NORTHSTAR NSB 190FT RED BATTERY SPECS
SCALE: NOT TO SCALE
PROPOSED 1 /2" DIAMETER, SIMPSON STRONG -TIE STRONG -BOLT 2 WEDGE
ANCHOR WITH 3-3/4" NOMINAL EMBEDMENT (ICC ESR-3037). TO BE
INSTALLED A MINIMUM OF (1) IN EACH CORNER OF CABINET. SEE
MANUFACTURER'S EQUIPMENT INSTALLATION MANUAL FOR ANCHOR
LOCATIONS. IT IS ASSUMED THAT CABINET ANCHOR LOCATIONS HAVE BEEN
DESIGNED/REINFORCED BY THE MANUFACTURER TO WITHSTAND SHEAR
AND UPLIFT FORCES AS CALCULATED IN THIS DESIGN
LOCK
WASHER
PLATE
WASHER
a
a
a
a
a
a
a
a
a
Q
EQUIPMENT
BASE FRAME
Z
10
V)
i
z
U_
I—
oO
J
N
IT • • Mob ile• • •I
8960 ALDERWOOD ROAD
PORTLAND, OR 97220
CROWN
CC CASTLE
1505 WESTLAKE AVENUE NORTH, SUITE 800
SEATTLE, WA 98109
Pm
P. MARSHALL &ASSOCIATES
6801 PORTWEST DR., SUITE 100
HOUSTON, TX 77024
T-MOBILE SITE NUMBER:
SE01626B
BU #: 824070
ED LARGE / CARNELL MP
8505 BOWDOIN WAY
EDMONDS, WA 98026
EXISTING 109'-2" MONOPOLE
ISSUED FOR:
REV
DATE
DRWN
DESCRIPTION
DES./ Q
A
06/14/21
JAH
PRELIMINARY
HS
0
07/09/21
CS
FINAL CD
HS
1
08/30/21
PA
FINAL REVISION
HS
2
09/13/21
CS
FINAL REVISION
HS
3
10/11/21
CS
JDX REVISION
VT
4
12/02/21
CS JDX REVISION
VT
r
WTTg-12/06/2021
UBI NUMBER: 604-106-184
RESUB
Dec 10 2021
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
IT IS A VIOLATION OF LAW FOR ANY PERSON,
UNLESS THEY ARE ACTING UNDER THE DIRECTION
OF A LICENSED PROFESSIONAL ENGINEER,
TO ALTER THIS DOCUMENT.
PM&A JOB #:
21CCT7M-082
SHEET NUMBER: REVISION:
CABINET ANCHOR DETAIL
L SCALE: NOT TO SCALE
MP Series
ransfer Centers (U O)0tier?)
Actual product may vary from photograph. Please request
product drawings from solutions@intersectinc.com
The MP Series consolidates AC service entrance power components into a
single enclosure. Integrated components include mechanically interlocked
main breakers enabling manual transfer between the utility and emergency
power sources, Strikesorb° surge protection, Square D load center, and an
optional Cam-Lok style generator receptacle.
Space -saving Power Transfer Center is Versatile and Built for Long-lasting,
Reliable Performance
• Use as stand-alone service entrance panel or distribution sub -panel
• Install on an H-frame or wall
• Availabe with an optional pad mount or pad -lockable telco demar-
cation box
• Dead front switch board listed for 200 A, 10 or 30
• Standard designs for 100 and 200 amp applications; custom designs
available for 60 amps to 200 amps
Manual Transfer Switch
• Mechanically interlocked — prevents the utility and generator sources
from being closed at the same time
• Main source "utility" breaker is rated 65 kAIC; alternate "generator"
source breaker is rated 10 kAIC. Both breakers offer the "push -to -trip"
red dot test feature
• Transfer switch is constructed of 14-gauge steel
Surge -Protected Loads from a 30- or 42-circuit Square D Panel Board
• Strikesorb protection
— Protection characteristics remain unchanged throughout
service life
— Loads are never left unprotected, as Strikesorb operates to a short
circuit and trips main disconnect breaker in the event of
a long duration, catastrophic over -voltage event
• Load center accepts both bolt -on and plug-in branch circuit
breakers
NEMA 3R Enclosure
• A stainless steel reinforced gasket "grips" the metal flange inside of the
panel to provide a three-point seal for strengthened weatherproofing
• Factory punched for ease of installation. Knockouts outline on back of
panel simplify routing of power and grounding cables
• Ships with UL-recognized plugs to maintain the enclosure's NEMA 3R
rating
For more information contact Intersect at solutions@intersectinc.com.
ersect;lnc.
Quality/products. Premium customer care. Integrated solutions.
General Data
Enclosure weight & dimensions
Varies by service voltage, amperage and op-
tions. Please request specific panel dimensions
for the MP Series.
Enclosure
• NEMA 313
• 0.125" thick aluminum
Powder coat paint
UL Pantone (Cod Gray) TGIC polyester
Door
• 3-point latching system with 3-point seal
• Pad -lockable
UL certification
• UL 50 — Enclosure for electrical equipment
• UL 891 — Dead front switch boards
• Service entrance rated
Manufacturer's warranty
Load Center
Load center type
Square D
Circuit breaker positions
30 or 42
Circuit breaker type
Square D — Bolt -on or plug-in branch devices
Transfer Device
Type
Mechanical interlock
Suppression Technology
Technology type
Strikesorb 40mm, 120 V modules
(one per phase, L-N)
UL certification
UL 1449 3rd Edition
Nominal operating voltage
120 V
Suppressed voltage rating (SVR)
UL 1449, Feb 2007 tested <500 V
Maximum continuous operating voltage (MCOV)
150 V
Let through voltage
Ste,
7W ry o Reno
650
CM
_ SSE in- rw Pes�hs
550--
5 10 15 N _5 30 K 40 =45 5;7 55 G;;, .)5 T: -.
Surge Current AmeraF (M)
Available interrupt current (AIC)
UL Recognized for direct installation behind
any breaker in any circuit with an AIC rate of
85 kA rms without use of additional fusing.
UL Recognized fore direct installation in any
circuit having an available fault current up to
200,000 A rms, when protected by a 4000 A
Class L fuse.
Remote alarming
Form "C" relay
Multiple surge resilience
2,000 hits at 10 kA (8/20 ps) (Represents the
ability to withstand multiple strikes with less
than a 5% change in characteristics.)
Long duration surge performance
250 hits at 500 A, 2 msec squared waveform
(IEEE C62.11)
All specifications subject to change without notice.
Strikesorb" is a registered trademark of Raycap Corporation.
O Intersect, Inc. 2003-2015. Rev 041515.
TM'
IntersectfInc.
f
X
a
P.O. Box 753 Liberty Lake WA 9901— USA
Phone: 509.255.9570 or 800.910.3735 Fax:.509.255.6034
www.intersectinc.com
IT • • Mob ile• • •I
8960 ALDERWOOD ROAD
PORTLAND, OR 97220
(CROWNDZ
CASTLE
1505 WESTLAKE AVENUE NORTH, SUITE 800
SEATTLE, WA 98109
DI �
P. MARSHALL &ASSOCIATES
6801 PORTWEST DR., SUITE 100
HOUSTON, TX 77024
T-MOBILE SITE NUMBER:
SE01626B
BU #: 824070
ED LARGE / CARNELL MP
8505 BOWDOIN WAY
EDMONDS, WA 98026
EXISTING 109'-2" MONOPOLE
ISSUED FOR:
REV
DATE
DRWN
DESCRIPTION
DES./Q
A
06/14/21
JAH
PRELIMINARY
HS
0
07/09/21
CS
FINAL CD
HS
1
08/30/21
PA
FINAL REVISION
HS
2
09/13/21
CS
FINAL REVISION
HS
3
10/11/21
CS
JDX REVISION
VT
4
12/02/21
CS JDX REVISION
VT
55949
WTTV -12/06/2021
UBI NUMBER: 604-106-184
RESUB
Dec 10 2021
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
IT IS A VIOLATION OF LAW FOR ANY PERSON,
UNLESS THEY ARE ACTING UNDER THE DIRECTION
OF A LICENSED PROFESSIONAL ENGINEER,
TO ALTER THIS DOCUMENT.
PM&A JOB #:
21CCT7M-082
SHEET NUMBER: REVISION:
NTERSECT 200 AMP PPC W/ BUILT-IN CAM LOK BOX
SCALE: NOT TO SCALE
TO ANTENNA COAX
COPPER/GALVANIZED GROUND BAR
O O O IO O O O O O O O O O O O O O
O O 0 0 0 0 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 0
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 ANTENNA MOUNT STEEL.
ANTENNA SECTOR GROUND BAR DETAIL
SCALE: NOT TO SCALE
TO TOWER MOUNTED EQUIPMENT
(TYP)
TO ANTENNA
STANDARD COAX
CABLE GROUND KIT
(TYP)
#6 STRANDED CU WIRE WITH
GREEN, 600V, THWN INSULATION
(OR AS PROVIDED WITH GROUND
KIT) (TYP)
MONOPOLE
4 r ANTENNA GROUND BAR
LOCATED AT MCL
I I (BONDED TO TOWER STEEL)
2 HOLE LUG (TYP)
MECHANICAL CONNECTION
(TYP)
COAX GROUND BAR WITH
COAX CABLE INSULATORS, CONNECTED
(TYP FOR ALL) DIRECTLY TO THE BOTTOM OF
MONOPOLE. SEE NOTE 1.
TO BTS EQUIPMENT VIA 2/0 TINNED BARE
TRAY OR ICE BRIDGE COPPER WIRE
MONOPOLE PIER
GROUND WIRE
SEE NOTE 3
GROUND WIRE
NOTE 3
- -- - �--�--�-ice
INSPECTION WELL
i EXOTHERMIC WELD (TYP)
NOTES: I
l . NUMBER OF GROUNDING BARS MAY VARY DEPENDING ON THE TYPE OF TOWER, ANTENNA LOCATIONS AND
CONNECTION ORIENTATION. COAXIAL CABLES EXCEEDING 200 FEET ON THE TOWER SHALL HAVE GROUND
KITS AT THE MIDPOINT. PROVIDE AS REQUIRED.
2. ONLY MECHANICAL CONNECTIONS ARE ALLOWED TO BE MADE TO CROWN CASTLE USA INC. TOWERS. ALL
MECHANICAL CONNECTIONS SHALL BE TREATED WITH AN ANTI -OXIDANT COATING.
3. ALL TOWER GROUNDING SYSTEMS SHALL COMPLY WITH THE REQUIREMENTS OF THE RECOGNIZED EDITION OF
ANSI/TIA 222 AND NFPA 780.
TYPICAL ANTENNA CABLE GROUNDING
SCALE: NOT TO SCALE
TO ANTENNA COAX
COPPER/GALVANIZED GROUND BAR
0 o O O O O O O O O O O O O 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 O O O
TWO HOLE LONG BARREL COMPRESSION LUG (TYP)
NOTES:
#2 SOLID TINNED COPPER
CONDUCTOR TO TOWER/SHELTER
GROUND RING (2 TYP. FOR BOTTOM
GROUND BAR ONLY)
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
2-HOLE CRIMP/
COMPRESSION
CONNECTOR
STAINLESS STEEL BOLT
FYP)
STAINLESS STEEL
FLAT WASHER
(TYP)
GROUND
BAR
STAINLESS STEEL
FLAT WASHER
STAINLESS STEEL (TYP)
BELLVILLE WASHER STAINLESS STEEL NUT
(TYP) (TYP)
SINGLE CONNECTOR AT GROUND BARS
DRAGOI
2-HOLE CRIMP/
COMPRESSION
CONNECTOR
BELLVILLE WASHER
(TYP)
SINGLE CONNECTOR AT STEEL OBJECTS
2-HOLE CRIMP/
COMPRESSION
CONNECTOR
STAINLESS STEEL
SELF -DRILLING
METAL SCREW
(TYP)
8" PVC PLUG
8" PVC PLUG CPLG. (THIRD.)
T/FINISH GRADE
SUBGRADE
Cq
0
0 #2 SOLID (TEST LOOP)
z
z NOTCH SIDES OF 8" PVC SCH 40 PIPE
-
C5 oM TO ALLOW EXIT/ENTRANCE OF
110
wp EXOTHERMIC WELD GROUND RING WIRE
w
Lu
II III III I II III II II-
10
TRENCH BOTTOM
CADWELD TEST LOOP TO
GROUND RING WIRE
NOTES: U 5/8" Q x 10'-0" LONG COPPER CLAD GROUND ROD
1. GROUND ROD SHALL BE DRIVEN VERTICALLY, NOT TO EXCEED 45 DEGREES FROM THE VERTICAL
2. GROUND WIRE SHALL BE MIN. 30" BELOW GRADE OR 6" BELOW FROST LINE.
(WHICH EVER IS GREATER) AS PER N.E.C. ARTICLE 250-50(D)
N
STAINLESS STEEL BOLT �L_u
O
z
STAINLESS STEEL z
�I
FLAT WASHER w
0
w
w
STEEL
BLESS STEEL
WASHER
STAINLESS STEEL NUT
TYP)
STAINLESS STEEL
FLAT WASHER
(TYP)
DRAGON TOOTH METALLIC OBJECT
WASHER
(TYP)
SINGLE CONNECTOR AT METALLIC/STEEL OBJECTS
HARDWARE DETAIL FOR EXTERIOR CONNECTIONS
SCALE: NOT TO SCALE
GRADE
2/0 TINNED CU EXTERNAL
TOWER GROUND RING WIRE
3 INSPECTION WELL DETAIL
SCALE: NOT TO SCALE
6" WIDE METALLIC HTEL
WARNING/LOCATOR TAPE AT 12"
DEPTH
EXOTHERMIC WELD
GROUND RING #2 COPPER WIRE SOLID,
TINNED FOR CARRIER AND ICE BRIDGE
GROUND LOOP
GROUND RING 2/0 FOR
TOWER GROUND LOOP
GROUND ROD COPPER CLAD
STEEL ROD W/MIN. 5/8 0 x
I U-0" LONG
NOTES:
1. GROUND ROD SHALL BE DRIVEN VERTICALLY, NOT TO EXCEED 45 DEGREES FROM THE VERTICAL
2. GROUND WIRE SHALL BE MIN. 30" BELOW GRADE OR 6" BELOW FROST LINE.
(WHICH EVER IS GREATER) AS PER N.E.C. ARTICLE 250-50(D)
GROUND ROD DETAIL
6 SCALE: NOT TO SCALE
IT • • Mob ile• • •I
8960 ALDERWOOD ROAD
PORTLAND, OR 97220
ccCROWN
CASTLE
1505 WESTLAKE AVENUE NORTH, SUITE 800
SEATTLE, WA 98109
1DDj
�
P. MARSHALL &ASSOCIATES
6801 PORTWEST DR., SUITE 100
HOUSTON, TX 77024
T-MOBILE SITE NUMBER:
SE01626B
BU #: 824070
ED LARGE / CARNELL MP
8505 BOWDOIN WAY
EDMONDS, WA 98026
EXISTING 109'-2" MONOPOLE
ISSUED FOR:
REV
DATE
DRWN
DESCRIPTION
DES./Q
A
06/14/21
JAH
PRELIMINARY
ITS
0
07/09/21
CS
FINAL CD
HS
1
08/30/21
PA
FINAL REVISION
HS
2
09/13/21
CS
FINAL REVISION
HS
3
10/11/21
CS
JDX REVISION
VT
4
12/02/21
CS JDX REVISION
VT
WV-"-12/06/2021
UBI NUMBER: 604-106-184
RESUB
Dec 10 2021
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
IT IS A VIOLATION OF LAW FOR ANY PERSON,
UNLESS THEY ARE ACTING UNDER THE DIRECTION
OF A LICENSED PROFESSIONAL ENGINEER,
TO ALTER THIS DOCUMENT.
PM&A JOB #:
21CCT7M-082
SHEET NUMBER: REVISION:
G-2 4
WEATHERPROOFING KIT
(SEE NOTE 3)
ANTENNA CABLE
#6 AWG STRANDED
TO GROUND BAR).
CABLE GROUND KI'
CABLE CONNECTO.
NOTES:
1. DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS DIRECT GROUND WIRE DOWN
TO GROUND BAR.
2. GROUNDING KIT SHALL BE TYPE AND PART NUMBER AS SUPPLIED OR RECOMMENDED BY
CABLE MANUFACTURER.
3. WEATHER PROOFING SHALL BE TWO-PART TAPE KIT, COLD SHRINK SHALL NOT BE USED.
CABLE GROUND KIT CONNECTION
'we
TYPE 2-YA-2
TYPE XA
TYPE GR
TYPE VS TYPE VB TYPE PT TYPE GT2
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.
CADWELD GROUNDING CONNECTIONS
SCALE: NOT TO SCALE
(TYPICALLY)
1')" Tr) ')A"
SCALE: NOT TO SCALE
TO ANTENNAS
COAX JUMPER (TYP.)
CONNEC
WEATHERPROOFIN(
(TYP. SEE NO
ANTENNA Cf
TO BTS EQUIPMENT (-
NOTES:
WEATHERPROOFING
KIT
(TYP)
GROUND KIT (TYP)
�6 AWG
COPPER/GALVANIZED COAX
GROUND BAR BONDED
DIRECTLY TOWER
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.
WIRE SIZE BURNDY LUG BOLT SIZE
#6 AWG GREEN INSULATED YA6C-2TC38 3/8" - 16 NC S 2 BOLT
#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
#2/0 AWG STRANDED YA26-2TC38 3/8" - 16 NC S 2 BOLT
#4/0 AWG STRANDED YA28-2N 1 /2" - 16 NC S 2 BOLT
BURNDY GROUND LUG W/ HEAT SHRINK
LONG BARREL
(SEE CHART) (CLEAR)
NUT GROUNDING
(TYP) CONDUCTOR
LOCK WA(HER
TYP)
GROUND BAR BOLT
(SEE CHART)
(TYP)
BURNDY TWO HOLE LUG W/
LONG BARREL
SEE CHART)
BARE WIRE TO BE
NO-OX AT BOTH ENDS
STRANDED (GREEN INSULATED) ONLY FOR #6 AWG
(SEE CHART)
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
#6 AWG MIN. FROM ANTENNA CABLE
GROUND KIT
GROUND BAR ON SHELTER. IC
BRIDGE, OR ON ANTENNA TOWEI
IT • • Mob ile• • •I
8960 ALDERWOOD ROAD
PORTLAND, OR 97220
CCCROWN
CASTLE
1505 WESTLAKE AVENUE NORTH, SUITE 800
SEATTLE, WA 98109
P
0
O
P. MARSHALL & ASSOCIATES
6801 PORTWEST DR., SUITE 100
HOUSTON, TX 77024
T-MOBILE SITE NUMBER:
SE01626B
BU #: 824070
ED LARGE / CARNELL MP
8505 BOWDOIN WAY
EDMONDS, WA 98026
EXISTING 109'-2" MONOPOLE]
ISSUED FOR:
REV
DATE
DRWN
DESCRIPTION
DES./ Q
A
06/14/21
JAH
PRELIMINARY
HS
0
07/09/21
CS
FINAL CD
HS
1
08/30/21
PA
FINAL REVISION
HS
2
09/13/21
CS
FINAL REVISION
HS
3
10/11/21
CS
JDX REVISION
VT
4
12/02/21
CS JDX REVISION
VT
GROUND CABLE CONNECTION *TWO HOLE LUG, OR EXOTHERMIC GROUNDING SHALL BE ELIMINATED
3/8-1 lxl" TAMPER 4 SCALE: NOT TO SCALE WELD TO BE USED WITH #2 AWG BARE WHEN GROUND BAR IS ELECTRICALLY
RESISTANT BOLT CONDUCTOR WIRE TO BUILDING BONDED TO METAL TOWER
(TYP) SERVICE GROUND OR GROUND RING
INSULATORS p,� WII�I01�1
SEE NOTE 2. og WAsu�
(TYP)
O�
0
WALL BRACKET ® GROUNDWIRE INSTALLATION
(TYP) ® ® NOTE: MINIMUM OF S/S NUT 5 � 55949
�
® ® 3 THREADS TO BE (TYP) SCALE: NOT TO SCALE �'rsTEX''
® VISIBLE ssIONAL�
(TYP) 12/06/2021
® S/S SPLIT UBI NUMBER: 604-106-184
WASHER
® ® TYP LONG HOLE 2
® (TYP) #2 TINNED SOLID IN 3/4" LIQUID TIGHT CONDUIT PIPE RES U B
® ® UNIVERSAL COPPER BARREL TINNEDSOLID COPPER FROM 24" BELOW GRADE TO WITHIN 3" TO b" OF
GROUND BAR (4"x20") LUG S/S FLAT CAD -WELD TERMINATION POINT. EXPOSED END Dec 10 2021
WASHER OF THE LIQUID TIGHT CONDUIT MUST BE SEALED CITY OFEDMONDS
LOCK WASHER (TYP) (TYP) WITH SILICONE CAULK. DEVELOPMENTP SERVICES
P/N M10
ENT
(TYP)
TWO -HOLE
COMPRESSION LUG
NOTES:
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.
6 GROUND BAR DETAIL
SCALE: NOT TO SCALE
TIN COATED SOLID CADWELD
COPPER BUS BAR (TYP)
S/S FLAT
WASHER
CHERRY INSULATOR (TYP)
INSTALLED IF REQUIRED S/S BOLT
(TYP) TIE INTO EXISTING GROUND RING
7 LUG DETAIL
SCALE: NOT TO SCALE
TRANSITIONING GROUND DETAIL
SCALE: NOT TO SCALE
IT IS A VIOLATION OF LAW FOR ANY PERSON,
UNLESS THEY ARE ACTING UNDER THE DIRECTION
OF A LICENSED PROFESSIONAL ENGINEER,
TO ALTER THIS DOCUMENT.
PM&A JOB #:
21CCT7M-082
SHEET NUMBER: REVISION:
11,..�G - 3 L 4