APPROVED PLN FIR BLD BLD2022-1067+Site and Architectural Plans+8.9.2022_12.16.10_PM+3040391JURISDICTIONAL APPROVAL:
VERIZON SITE NUMBER:
VERIZON SITE NAME:
SITE TYPE:
TOWER HEIGHT:
SITE INFORMATION
CROWN CASTLE USA INC.
N FIRDALE VILLAG/DENTAL
SITE NAME:
SITE ADDRESS:
10014 238TH STREET SW
EDMONDS, WA 98020
COUNTY:
SNOHOMISH
MAP/PARCEL #:
00165800000100
AREA OF CONSTRUCTION:
EXISTING
LATITUDE:
47.78305556 / 47° 46' 59.0" N
LONGITUDE:
-122.36676389 / 122° 22' 0.35" W
LAT/LONG TYPE:
NAD83
GROUND ELEVATION:
356 FT
CURRENT ZONING:
BN ZONE
JURISDICTION:
CITY OF EDMONDS, WA
OCCUPANCY CLASSIFICATION:
U
TYPE OF CONSTRUCTION:
I113
A.D.A. COMPLIANCE:
FACILITY IS UNMANNED AND NOT FOR
HUMAN HABITATION
PROPERTY OWNER:
TBD
TBD
TOWER OWNER:
CARRIER/APPLICANT:
ELECTRIC PROVIDER:
TELCO PROVIDER:
MONOPOLE
2000 CORPORATE DRIVE
CANONSBURG, PA 15317
VERIZON WIRELESS
3245 158TH AVENUE MS 231
BELLEVUE, WA 98008
SNOHOMISH PUD
VERIZON TELECOM
PROJECT TEAM
A&E FIRM:
CROWN CASTLE USA INC.
2000 CORPORATE DRIVE
CANONSBURG, PA 15317
CRO WNAE.APPROVAL@CROWNCASTLE.COM
CROWN CASTLE
1505 WESTLAKE AVENUE NORTH, SUITE 800
USA INC. DISTRICT
SEATTLE, WA 98109
CONTACTS:
TBD - PROJECT MANAGER
TBD- CONSTRUCTION MANAGER
ALL WORK SUBJECT APPROVED
TO FIELD
INSPECTION FOR PLANS MUST BE
verizon CODE COMPLIANCE i ON JOB SITE
288879 BUSINESS UNIT #:
HICKMAN PARK—ALT1 SITE ADDRESS:
MONOPOLE COUNTY:
75,-0„ JU ISDICTIO
Approved by Fire
VERIZON16226428 08/22/2022 AFM kF�tteYeY
DRAWING INDEX
SHEET #
SHEET DESCRIPTION
T-1
TITLE SHEET
T-2
GENERAL NOTES
C-1.1
OVERALL SITE PLAN
C-1.2
SITE PLAN
C-2
EXISTING & NEW ELEVATION
C-3
ANTENNA PLANS & CABLE SCHEDULE
C-4
EQUIPMENT SPECS
C-5
RFDS
C-6
CONFIGURATION DIAGRAM
G-1
GROUNDING PLAN
G-2
GROUNDING DETAILS
G-3
GROUNDING DETAILS
ALL DRAWINGS CONTAINED HEREIN ARE FORMATTED FOR
1X17. 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.
PROJECT DESCRIPTION
THE PURPOSE OF THIS PROJECT IS TO ENHANCE
BROADBAND CONNECTIVITY AND CAPACITY TO THE
EXISTING ELIGIBLE WIRELESS FACILITY.
TOWER SCOPE OF WORK:
• REMOVE (6) ANTENNAS
• REMOVE (6) DIPLEXERS
• REMOVE (3) BIAS-T
• INSTALL (9) ANTENNAS
• INSTALL (3) RRHS
• INSTALL (1) OVP
• INSTALL (1) 12X24 HYBRID CABLE
• INSTALL (6) TRIPLEXERS
• INSTALL (1) VENTED SHROUD
GROUND SCOPE OF WORK:
• INSTALL (1) OVP
NOTE:
PRIOR TO ACCESSING/ENTERING THE SITE YOU MUST
CONTACT THE CROWN NOC AT (800) 788-7011 & CROWN
CONSTRUCTION MANAGER
APPROVALS
APPROVAL SIGNATURE DATE
SITE ACQUISITION
CONSTRUCTION
RADIO
MICROWAVE
TELCO
EQUIPMENT
PROJECT ADMINISTRATOR
WO ADMINISTRATOR
CROWN CASTLE USA INC. SIGNATURE BLOCK
APPROVAL SIGNATURE DATE
SITE ACQUISITION
PLANNER
CONSTRUCTION
PROJECT MANAGER
UTILITY MANAGER
LANDLORD
I CONTRACTOR PMI REQUIREMENTS 1
PMI ACCESSED AT https://pmi.v smart.com
SMART TOOL VENDOR
PROJECT NUMBER ---
VzW LOCATION CODE (PSLC) 288879
*** PMI AND REQUIREMENTS ALSO EMBEDDED IN MOUNT
ANALYSIS REPORT 1
MOUNT MODIFICATION REQUIRED N
VzW APPROVED SMART KIT VENDORS
REFER TO MOUNT MODIFICATION DRAWINGS PAGE FOR
VzW SMART KIT APPROVED VENDORS
826146
10014 238TH STREET SW
EDMONDS, WA 98020
SNOHOMISH
CITY OF EDMONDS,
WA
LOCATION MAP
Lynnwood \
Edmonds /% Alderwood
Manor
ii
NJoodway flperwce
1� Mountlake!
ah errace
tOd I �
Q
Lake
Shoreline /� Forest Park�--Kenmore_
NO SCALE
DRIVING DIRECTIONS FROM VERIZON LOCAL OFFICE (3245 158TH AVENUE MS 231, BELLEVUE,
WA 98008):
HEAD EAST TOWARD 158TH AVE SE, TURN RIGHT ONTO 158TH AVE SE, TURN RIGHT ONTO SE
EASTGATE WAY, TURN LEFT ONTO THE I-90 W RAMP TO SEATTLE, KEEP LEFT AND MERGE ONTO
1-90 W, USE THE RIGHT 2 LANES TO TAKE EXIT 2C TO MERGE ONTO I-5 N, TAKE EXIT 177 TO
MERGE ONTO WA-104 W/NE 205TH ST/LAKE BALLINGER WAY, MERGE ONTO WA-104 W/NE 205TH
ST/LAKE BALLINGER WAY, TURN LEFT ONTO 232ND ST SW, TURN LEFT ONTO 100TH AVE W,
TURN RIGHT.
APPLICABLE CODES/REFERENCE
I DOCUMENTS
ALL WORK SHALL BE PERFORMED A
THE CURRENT EDITIONS OF THE FC
GOVERNING AUTHORITIES. NOTHIr
WORK NOT CONFORMING TO THES]
CODE TYPE CC
BUILDING 201
MECHANICAL 201
ELECTRICAL 202
REFERENCE DOCUMENTS:
STRUCTURAL ANALYSIS:
DATED:
MOUNT ANALYSIS:
DATED:
RFDS REVISION:
DATED:
ORDER ID:
REVISION:
RECEIVED
8/9122
CITY OF EDMONDS
DEVELOPMENT
SERVICES DEPARTMENT
verizonv
3245 158TH AVENUE MS 231
BELLEVUE WA 98008
CCCROWN
CASTLE
1505 WESTLAKE AVENUE NORTH, SUITE 800
SEATTLE, WA 98109
T r y I o n
tom.
1825 W. WALNUT HILL LANE, SUITE 120
IRVING, TEXAS 75038
VERIZON SITE NUMBER: 288879
BU #: 826146
N FIRDALE VILLAG/DENTAL
10014 238TH STREET SW
EDMONDS, WA 98020
EXISTING 75'-0" MONOPOLE
ISSUED FOR:
DATE
DRWN
DESCRIPTION
DES./Q
A
12/15/21
JAM
PRELIMINARY
AMT
LREV
0
01/14/22
PIO
FINAL
AMT
1
03/11/22
JAM
FINAL
AMT
2
-7/28/22
PRI
FINAL
AMT
OWING C
IN THESE TO O
CODES: Building Department
jF
]&,ork ; ON EFR - CELL MODIFICATI
NEC r
Address 10014 238TH ST SW
----------------
9M$RS VERIZON
nAv
BY-Pffiq ate;-----------08/]8L2U2__
:--------------------
BUilding Official Eris Corfer
'e"UINumber ---------------------------
BLD2022-1067
597868
APPROVED BY PLANNING
CALL WASHINGTON ONE CALL �A -
(800) 424-5555 p Aug 22 2022
CALL 3 WORKING DAYS
BEFORE YOU DIG!
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�SSIONAL�
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.
SHEET NUMBER:
REVISION:
T-1
1 2
CROWN CASTLE USA INC. SITE ACTIVITY REQUIREMENTS:
GENERAL NOTES:
ELECTRICAL INSTALLATION NOTES:
JURISDICTIONAL APPROVAL:
1. NOTICE TO PROCEED- NO WORK SHALL COMMENCE PRIOR TO CROWN CASTLE USA INC. WRITTEN NOTICE
TO PROCEED (NTP) AND THE ISSUANCE OF A PURCHASE ORDER. PRIOR TO ACCESSING/ENTERING THE
SITE YOU MUST CONTACT THE CROWN CASTLE USA INC. NOC AT 800-788-7011 & THE CROWN CASTLE
USA INC. CONSTRUCTION MANAGER.
2. "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.
3. PRIOR TO THE START OF CONSTRUCTION, ALL REQUIRED JURISDICTIONAL PERMITS SHALL BE OBTAINED.
THIS INCLUDES, BUT IS NOT LIMITED TO, BUILDING, ELECTRICAL, MECHANICAL, FIRE, FLOOD ZONE,
ENVIRONMENTAL, AND ZONING. AFTER ONSITE ACTIVITIES AND CONSTRUCTION ARE COMPLETED, ALL
REQUIRED PERMITS SHALL BE SATISFIED AND CLOSED OUT ACCORDING TO LOCAL JURISDICTIONAL
REQUIREMENTS.
4. ALL CONSTRUCTION MEANS AND METHODS; INCLUDING BUT NOT LIMITED TO, ERECTION PLANS, RIGGING
PLANS, CLIMBING PLANS, AND RESCUE PLANS SHALL BE THE RESPONSIBILITY OF THE GENERAL
CONTRACTOR RESPONSIBLE FOR THE EXECUTION OF THE WORK CONTAINED HEREIN, AND SHALL MEET
ANSI/ASSE A10.48 (LATEST EDITION); FEDERAL, STATE, AND LOCAL REGULATIONS; AND ANY APPLICABLE
INDUSTRY CONSENSUS STANDARDS RELATED TO THE CONSTRUCTION ACTIVITIES BEING PERFORMED. ALL
RIGGING PLANS SHALL ADHERE TO ANSI ASSE A10.48 ( LATEST EDITION AND CROWN CASTLE USA INC.
STANDARD CED-STD-10253, INCLUDING THE REQUIREDINVOLVEMENT OF A QUALIFIED ENGINEER FOR
CLASS IV CONSTRUCTION, TO CERTIFY THE SUPPORTING STRUCTURE(S) IN ACCORDANCE WITH ANSI/TIA-322
(LATEST EDITION).
5. 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-1019-A-2012 "STANDARD FOR
INSTALLATION ALTERATION AND MAINTENANCE OF ANTENNA SUPPORTING STRUCTURES AND ANTENNAS."
6. 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.
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.
S. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURER'S
RECOMMENDATIONS UNLESS SPECIFICALLY STATED OTHERWISE.
9. THE CONTRACTOR SHALL CONTACT UTILITY LOCATING SERVICES PRIOR TO THE START OF CONSTRUCTION.
10. 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.
11. ALL SITE WORK SHALL BE AS INDICATED ON THE STAMPED CONSTRUCTION DRAWINGS AND PROJECT
SPECIFICATIONS, LATEST 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 SIGNALS 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.
16. THE SUB GRADE SHALL BE COMPACTED AND BROUGHT TO A SMOOTH UNIFORM GRADE PRIOR TO FINISHED
SURFACE APPLICATION.
17. 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.
18. 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.
19. 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.
20. 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.
21. CONTRACTOR SHALL LEAVE PREMISES IN CLEAN CONDITION. TRASH AND DEBRIS SHOULD BE REMOVED
FROM SITE ON A DAILY BASIS.
22. 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. FOR THE PURPOSE OF CONSTRUCTION DRAWING, THE FOLLOWING DEFINITIONS SHALL APPLY:
CONTRACTOR: GENERAL CONTRACTOR RESPONSIBLE FOR CONSTRUCTION
CARRIER: VERIZON
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 A184, ASTM A185 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 (f'c) 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 90°f 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
A185. 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.....................................................................................2"
# w
#5 BARS AND SMALLER....- ............... -................... ___ .......................... 1-1/2"
CONCRETE NOT EXPOSED TO EARTH OR WEATHER:
SLABAND 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.
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 ILL 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.
S. 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 It 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).
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 SCOW CORD (#14 OR LARGER) UNLESS
OTHERWISE SPECIFIED.
12. POWER AND CONTROL WIRING FOR USE IN CABLE TRAY SHALL BE MULTI -CONDUCTOR, TYPE TO 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, ILL, ANSI/IEEE
AND NEC.
15. ELECTRICAL METALLIC TUBING EMT INTERMEDIATE METAL CONDUIT IMC OR RIGID METAL CONDUIT RMC SHALL BE USED FOR
(EMT), ( ), )
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/90. 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, ILL, 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 ILL 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 (WE 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 'VERIZON".
30. ALL EMPTY/SPARE CONDUITS THAT ARE INSTALLED ARE TO HAVE A METERED MULE TAPE PULL CORD INSTALLED.
CONDUCTOR COLOR CODE
SYSTEM
CONDUCTOR
COLOR
120/24OV, 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
277/48OV, 30
A PHASE
BROWN
B PHASE
ORANGE OR PURPLE
C PHASE
YELLOW
NEUTRAL
GREY
GROUND
GREEN
DC VOLTAGE
POS (+)
RED**
NEE (-)
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
CITY 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
TYR TYPICAL
UMTS UNIVERSAL MOBILE TELECOMMUNICATIONS SYSTEM
W.P. WORK POINT
APWA UNIFORM COLOR CODE:
WHRE 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
RECEIVED
8/9/22
CITY OF EDMONDS
DEVELOPMENT
SERVICES DEPARTMENT
ve o riz n
J
3245 158TH AVENUE MS 231
BELLEVUE WA 98008
CCCROWN
CASTLE
1505 WESTLAKE AVENUE NORTH, SUITE 800
SEATTLE, WA 98109
i�
Try Ion
1825 W. WALNUT HILL LANE, SUITE 120
IRVING, TEXAS 75038
VERIZON SITE NUMBER: 288879
BU #: 826146
N FIRDALE VILLAG/DENTAL
10014 238TH STREET SW
EDMONDS, WA 98020
EXISTING 75'-0" MONOPOLE
ISSUED FOR:
REV
DATE
DRWN
DESCRIPTION
DES./Q
A
12/15/21
JAM
PRELIMINARY
AMT
0
01/14/22
PJO
FINAL
AMT
1
03/11/22
JAM
FINAL
AMT
2
07/28/22
PRI
FINAL
AMT
ERtVqr��
� (3
r
52593 4
SS%NAL Cs
IT IS A VIOLATION OF LAW FOR ANY PERSON, I
IT
THEY ARE ACTING UNDER THE DIRECTION
OF A LICENSED PROFESSIONAL ENGINEER.
TO ALTER THIS DOCUMENT. I
SHEET NUMBER:
REVISION:
T-221
�
J
(E) SHELTER
(E) SHELTER
238TH ST SW
1
D
G
FT]
E
APPROXIMATE LOCATION OF PROPERTY LINE
APN: 00165800000100 (E) 75'-0" MONOPOLE
z ZONING: BN ZONE i
�I
�I
0
O.
zl
0
UI
0
x
OI
al
a
L--
rF(E) VERIZON PLATFORM
oe
f
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/ QUO
APPROXIMATE LOCATION OF PROPERTY LINE
(E) SHELTER
OVERALL SITE PLAN
SCALE: 1/16"=1'-0" (FULL SIZE) 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.
JURISDICTIONAL APPROVAL:
RECEIVED
8/9/22
CITY OF EDMONDS
DEVELOPMENT
SERVICES DEPARTMENT
verizonv
3245 158TH AVENUE MS 231
BELLEVUE WA 98008
CCCROWN
CASTLE
1505 WESTLAKE AVENUE NORTH, SUITE 800
SEATTLE, WA 98109
•
Trylon
1825 W. WALNUT HILL LANE, SUITE 120
IRVING, TEXAS 75038
VERIZON SITE NUMBER: 288879
BU #: 826146
N FIRDALE VILLAG/DENTAL
10014 238TH STREET SW
EDMONDS, WA 98020
EXISTING 75'-0" MONOPOLE
ISSUED FOR:
REV
DATE
DRWN
DESCRIPTION
DES./Q-A
A
12/15/21
JAM
PRELIMINARY
AMT
0
01/14/22
PJO
FINAL
AMT
1
03/11/22
JAM
FINAL
AMT
2
07/28/22
PRI
FINAL
AMT
p,BERtV4
0
Q
52593 4
SSIGNAL PCs
IT IS A VIOLATION OF LAW FOR ANY PERSON,
UNLESS THEY ARE ACTING UNDER THE DIRECTION
OF A LICENSED PROFESSIONAL ENGINEEK
TO ALTER THIS DOCUMENT.
SHEET NUMBER:
REVISION:
C-1.1[
2
JURISDICTIONAL APPROVAL:
(E) 75'-0" MONOPOLE
(N) VERIZON FEEDLINES
(1) 12x24 HYBRID CABLE
(E) VERIZON FEEDLINES
(12) COAX CABLES
(E) VERIZON ICE BRIDGE
t 12'—O"
(E) VERIZON EQUIPMENT
PLATFORM
NEW VERIZON EQUIPMENT
(1) RAYCAP — OVP-12
(E) VERIZON EQUIPMENT
( 6 )
2212 B13 RRHs
(6) 2212 B5 RRHs
(3) RPUS 32 B2 RRHs
(3) RRUS32 B66A RRHs
(12) QBC-67—C—A—P—lSF QUADPLEXERS
(E) SHELTER
(E) DOOR PAD
SITE PLAN
�JSCALE: 1/4"=r'-o" (FULL SIZE) n`
4' 3' 2' 1' 0 4' 1/8"=1'-0" (11 x17) \v
RECEIVED
8/9/22
CITY OF EDMONDS
DEVELOPMENT
SERVICES DEPARTMENT
verizonv
3245 158TH AVENUE MS 231
BELLEVUE WA 98008
CCCROWN
CASTLE
1505 WESTLAKE AVENUE NORTH, SUITE 800
SEATTLE, WA 98109
. .
•
Trylon
1825 W. WALNUT HILL LANE, SUITE 120
IRVING, TEXAS 75038
VERIZON SITE NUMBER: 288879
BU #: 826146
N FIRDALE VILLAG/DENTAL
10014 238TH STREET SW
EDMONDS, WA 98020
EXISTING 75'-0" MONOPOLE
ISSUED FOR:
REV
DATE
DRWN
DESCRIPTION
DES./Q
A
12/15/21
JAM
PRELIMINARY
AMT
0
01/14/22
PJO
FINAL
AMT
1
03/11/22
JAM
FINAL
AMT
2
07/26/22
PRI
FINAL
AMT
p,B
� W E�q Q
r
52593 q
SSIGNALCs
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.
SHEET NUMBER:
REVISION:
C-1.2
2 /
JURISDICTIONAL APPROVAL:
TOP OF TOWER MONOPOLE NEW VERIZON EQUIPMENT
(E) VERIZON EQUIPMENT TO BE REMOVED (9) ANTENNAS
(6) ANTENNAS ELEV. = 75'-0" (1) OVP
(6) DIPLEXERS EXISTING ANTENNA TIP HEIGHT (6) TRIPLEXERS
(3) BIAS-T ELEV.
INSTALLED ON EXISTING MOUNTS
= 75'-0"
INSTALLED ON EXISTING MOUNTS
EXISTING VERIZON RAID CENTER
ELEV. = 71'-0"
EXISTING VERIZON MCL NEW VERIZON 5'-0"0
VERIZON EQUIPMENT
ELEV. = 71'-0" VENTED SHROUD
VER20N EOUIPMENT
ANTENNA CL: 61'-0" EXISTING ANTENNA TIP HEIGHT h ANTENNA CL: 61'-10" (E) VERIZON EQUIPMENT
71 -0" ELEV. = 65'-0" 70 -5" (3) BIAS-T
MOUNT CL: 61'-0" 73'-4" INSTALLED ON EXISTING MOUNTS
71'-0" EXISTING VERIZON RAD CENTER MOUNT CL: 61'-0"
ELEV. = 61 •-0" 71'-0"
(E) VERIZON EQUIPMENT TO REMAIN EXISTING VERIZON MCL
(3) BIAS-T ELEV. = 61'-0"
INSTALLED ON EXISTING MOUNTS
EXISTING ANTENNA TIP HEIGHT h
ELE %55'-0"
(E) 75'-0" MONOPOLE
(E) VERIZON FEEDLINES TO REMAIN
(12) COAX CABLES (7/6")
EXISTING NORTH ELEVATION
SCALE: NOT TO SCALE
2 FINAL NORTH ELEVATION
SCALE: NOT TO SCALE
fF TOWER MONOPOLE
ELEV. = 75-0"
ANTENNA TIP HEIGHT
ELEV. = 7I
NEW VERIZON RAD CENTER
ELEV.-
73'-4"
EXISTING VERIZON MCL
ELEV.
NEW ANTENNA TIP HEIGHT
ELEV. = 71'-6"
NEW VERIZON RAD CEMER
ELEV. = 70'-5"
NEW VERIZON OVP
ELEV.
NEW ANTENNA TIP HEIGHT
ELEV. = 64'-10"
EXISTING VERIZON MCL
ELEV. = 61'-0"
NEW VERIZON RAD CEMER
ELEV. = 61-10"
EXISTING ANTENNA TIP HEIGHT
ELEV.=55'-O"
(E) 75'-0" MONOPOLE
(E) VERIZON FEEDLNES
(12) COAX CABLES (7/8")
NEW VERIZON FEEDLINE
(1) 12X24 HYBRID CABLE
RECEIVED
8/9/22
CITY OF EDMONDS
DEVELOPMENT
SERVICES DEPARTMENT
verizonv
3245 158TH AVENUE MS 231
BELLEVUE WA 98008
CCCROWN
CASTLE
1505 WESTLAKE AVENUE NORTH, SUITE 800
SEATTLE, WA 98109
•
Trylon
1825 W. WALNUT HILL LANE, SUITE 120
IRVING, TEXAS 75038
VERIZON SITE NUMBER: 288879
BU #: 826146
N FIRDALE VILLAG/DENTAL
10014 238TH STREET SW
EDMONDS, WA 98020
EXISTING 75'-0" MONOPOLE
ISSUED FOR:
REV
DATE
DRWN
DESCRIPTION
DES./Q
A
12/15/21
JAM
PRELIMINARY
AMT
0
01/14/22
PJO
FINAL
AMT
1
03/11/22
JAM
FINAL
AMT
2
07/26/22
PRI
FINAL
AMT
p,BERtV4
0
(3
r
52593 4
SSIGNALCs
IT IS A VIOLATION OF LAW FOR ANY PERSON,
IT
THEY ARE ACTING UNDER THE DIRECTION
OF A LICENSED PROFESSIONAL ENGINEER.
TO ALTER THIS DOCUMENT.
SHEET NUMBER:
REVISION:
C-2
2
J
ANTENNA SCHEDULE @ 73'-4"
SECTOR
POS.
TECHNOLOGY
RAO
CENTER
AZIMUTH
ANTENNA
MANUFACTURER
ANTENNA MODEL
MECH.
TILT
ELECT.
TILT
TOWER MOUNTED
EQUIPMENT
FEEDLINE TYPE
ALPHA
Al
L—Sub6
73'-4"
30'
ERICSSON
AIR6449
0'
6'
(2) JMA — TBC-67C—A—P-2SF TRIPLEXER
HYBRID
BETA
B1
L—Sub6
73'-4"
150'
ERICSSON
AIR6449
0'
6'
(2) JMA — TBC-67C—A—P-2SF TRIPLEXER
COAX
GAMMA
C1
L—Sub6
73'-4"
270'
ERICSSON
AIR6449
0'
6'
(2) JMA — TBC-67C—A—P-2SF TRIPLEXER
COAX
ANTENNA SCHEDULE @ 70'-5"
SECTOR
POS.
TECHNOLOGY
FAD
CENTER
AZIMUTH
ANTENNA
MANUFACTURER
ANTENNA MODEL
MECH.
TILT
ELECT.
TILT
TOWER MOUNTED
EQUIPMENT
FEEDLINE TYPE
ALPHA
Al
CBRS
70'-5"
30'
ERICSSON
KRE105281/1
0'
8'
(1) ERICSSON — 4408 848 DC(STACKED)
COAX
BETA
B1
CBRS
70'-5"
150'
ERICSSON
KRE105281/1
0'
8'
(1) ERICSSON — 4408 848 DC(STACKED)
COAX
GAMMA
C1
CBRS
70'-5"
270'
ERICSSON
KRE105281/1
0'
8°
(1) RAYCAP — OVP-12
(1) ERICSSON — 4408 848 DC(STACKED)
COAX
ANTENNA SCHEDULE @ 61'-10"
SECTOR
POS.
TECHNOLOGY
RAO
CENTER
AZIMUTH
ANTENNA
MANUFACTURER
ANTENNA MODEL
MECH.
TILT
ELECT.
TILT
TOWER MOUNTED
EQUIPMENT
FEEDLINE TYPE
ALPHA
Al
LTE/AWS/AWS3
61'-10"
30'
COMMSCOPE
NNH4-656—R6
0'
2'
(1) ANTEL BIAS—T — MODEM 200 BIAST
COAX
BETA
B1
LTE/AWS/AWS3
61'-10"
150'
COMMSCOPE
NNH4-65B—R6
0'
2'
(1) ANTEL BIAS—T — MODEM 200 BAST
COAX
GAMMA
C1
LTE/AWS/AWS3
61'-10"
270'
COMMSCOPE
NNH4-65B—R6
0'
2'
(1) ANTEL BIAS—T — MODEM 200 BAST
COAX
(ALPHA)
/330' AZIMUTH
(E) 75'-0" MONOPOLE Al
(E) VERIZON ANTENNA TO BE REMOVED (3 TOTAL, 1 PER SECTOR)(GAMMA) C1270' AZIMUTHl
\\\ (BETA)
150' AZIMUTH
(E) 75'-0" MONOPOLE
(E) VERIZON ANTENNA TO BE REMOVED
(3 TOTAL, 1 PER SECTOR)
(GAM
270' A:
@ 71'-0" AGL
(ALPHA)
30' AZIMUTH
(BETA)
150' AZIMUTH
@ 61'-0" AGL
ANTENNA AND CABLE SCHEDULE
SCALE: NOT TO SCALE
(ALPHA)
(E) 75'-0" MONOPOLE / 30' AZIMUTH
NEW VERIZON ANTENNA
(3 TOTAL, 1 PER SECTOR)
(GAMMA)
270' AZIMUTH
I
NEW VERIZON 5'-0"0
VENTED SHROUD
(1 TOTAL)
NEW VERIZON TRIPLEXER
(6 TOTAL, 2 PER SECTOR)
Al \
C1 0
I
61 /(BETA)
150' AZIMUTH/
@ 73'-4" AGL
(E) 75'-0" MONOPOLE
NEW VERIZON
OVP-12 I
(1 TOTAL
I I
1 I
NEW VERIZON 5'-0"0 /
VENTED SHROUD
(1 TOTAL) \
@ 67'-6" AGL
CABLE SCHEDULE
STATUS
CABLE TYPE
SIZE
QUANTITY
EXISTING
COAX
7/8"
12
NEW
HYBRID
12X24
1
FINAL CABLE QUANTITY
13
(E) 75'-0" MONOPOLE
(ALPHA) \
NEW VERIZON ANTENNA / 30' AZIMUTH \
(3 TOTAL, 1 PER SECTOR)
/ Al \
I(GAMMA) C1 0 I
�I 270' AZIMUTH
Bi
NEW VERIZON RRH 150' (BETA) /
AZIMUTH
(3 TOTAL, 1 PER SECTOR)
NEW VERIZON 5'-0"0 \
VENTED SHROUD
0 TOTAL)
@ 70'-5" AGL I
/ (ALPHA)
(E) 75'-0" MONOPOLE / 30° AZIMUTH
/ Al \
NEW VERIZON ANTENNA \
(3 TOTAL, 1 PER SECTOR) I
(GAMMA) C1 O
�— 270' AZIMUTH
I I
B1 /
NEW VERIZON 5'-0"0 \ (BETA)
VENTED SHROUD 150' AZIMUTH
(1 TOTAL)
(E) BIAS—T
(3 TOTAL, 1 PER SECTOR) @ 61'-10" AGL
JURISDICTIONAL APPROVAL:
RECEIVED
8/9/22
CITY OF EDMONDS
DEVELOPMENT
SERVICES DEPARTMENT
verizonN/
3245 158TH AVENUE MS 231
BELLEVUE WA 98008
CCCROWN
CASTLE
1505 WESTLAKE AVENUE NORTH, SUITE 800
SEATTLE, WA 98109
•
Trylon
1825 W. WALNUT HILL LANE, SUITE 120
IRVING, TEXAS 75038
VERIZON SITE NUMBER: 288879
BU #: 826146
N FIRDALE VILLAG/DENTAL
10014 238TH STREET SW
EDMONDS, WA 98020
EXISTING 75'-0" MONOPOLE
ISSUED FOR:
REV
DATE
DRWN
DESCRIPTION
DES./Q
A
12/15/21
JAM
PRELIMINARY
AMT
0
01/14/22
PJO
FINAL
AMT
1
03/11/22
JAM
FINAL
AMT
2
07/28/22
PRI
FINAL
AMT
ERtVqr��
� (3
r
52593 q
S`SIGNALCs
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.
—14
SHEET NUMBER: REVISION:
EXISTING ANTENNA PLAN FINAL ANTENNA PLAN
2 SCALE: NOT TO SCALE N 3 SCALE: NOT TO SCALE NC-3 2
JURISDICTIONAL APPROVAL:
MANUFACTURER:ERICSSON
MODEL: AIR6449
WEIGHT: 81.6 LBS
DIMENSIONS: 30.4" X 15.9" X 8.1"
FREQUENCY: REFER TO RF DATA SHEET
FRONT SIDE
ERICSSON AIR6449
I SCALE: NOT TO SCALE
141i1151IAj1-1K919=041dil1I401*4d»1.3
Specifications Documents
General Specifications
Dimensions (L x W It H) 35in. x 21in. x 18in.
Weight 45.15 Ibs
,--,� RAYCAP — RCMDC-6627—PF-48
Q SCALE: NOT TO SCALE
MANUFACTURER:ERICSSON
MODEL: KRE_105 281 /1
WEIGHT: 1.8 LBS
DIMENSIONS: 8" X 8" X 1"
0
eo
TOP
8.0"
FRONT
SIDE
,/'�ERICSSON KRE105281/1 WITH 4408 B48
L SCALE: NOT TO SCALE
TBC-67C-A-P-W
Tri-band combiner (LOW,AWS,PCS)
550-894119001A WS (A WS-3 compatible)
DCIAISG sensing
Twin unit
4.3-10 connectors
nwAv
• Combines 3 wireless bands: AWS. PCS 1900, and all low -band wireless frequencies including 6001MHz
spectrum
• Very low insertion loss and high isolation for optimized system performance
• Automatic DC sense for easy installation and site evolution
• Industry -leading connector technology for lasting performance
• Compatible with JMA WPS weatherproofing solution
Mechanical speciflutions
Connectors RF
Ground swd
Connectors quantity
Dimenswr5, extluomg orazkel5 and connectors
L.wxHmmUn.)
4.3-10IF)
e
189 x 184 x!D(7.72 x 771 x 3.15)
Weg6c k9 Ob.) 15.1(11.19)
M-1l PoleMall hacker stypked. inciWing two meal clamps fw 45-17a
min diameter poles
�-�ERICSSON KRE105281/1 WITH 4408 B48
�,SCALE: NOT TO SCALE
MANUFACTURER:
COMMSCOPE
MODEL NO.:
NNH4-65B-R6
DIMENSIONS:
TOTAL
WEIGHT:
H
72"
W
19.6"
83.114 LBS
D
7.8"
TOP VIEW
FRONT VIEW
� COMMSCOPE — NNH4-65B—R6
`� SCALE: NOT TO SCALE
MOUNTING BRACKET
(SUPPLIED W/ ANTENNA)
ANTENNA
MOUNTING PIPE
INSTALLER NOTE:
1. ALL PIPES, BRACKETS, AND MISCELLANEOUS
HARDWARE TO BE GALVANIZED UNLESS
NOTED OTHERWISE.
��ANTENNA MOUNTING DETAIL
� SCALE: NOT TO SCALE
NEW
ANTENNA
RACKET
V/ ANTENNA)
SIDE VIEW
RECEIVED
8/9/22
CITY OF EDMONDS
DEVELOPMENT
SERVICES DEPARTMENT
verizonv
3245 158TH AVENUE MS 231
BELLEVUE WA 98008
CCCASTLE
CROWN
1505 WESTLAKE AVENUE NORTH, SUITE 800
SEATTLE, WA 98109
4
•
Try Ion
1825 W. WALNUT HILL LANE, SUITE 120
IRVING, TEXAS 75038
VERIZON SITE NUMBER: 288879
BU #: 826146
N FIRDALE VILLAG/DENTAL
10014 238TH STREET SW
EDMONDS, WA 98020
EXISTING 75'-0" MONOPOLE
ISSUED FOR:
REV
DATE
DRWN
DESCRIPTION
DES./Q
A
12/15/21
JAM
PRELIMINARY
AMT
0
01/14/22
PJO
FINAL
AMT
1
03/11/22
JAM
FINAL
AMT
2
07/28/22
PRI
FINAL
AMT
Gyp P,BERtV4
O
a
r
52593 q
o� ��OISTEtt""
SSfONALCs
IT IS A VIOLATION OF LAW FOR ANY PERSON,
IT
THEY ARE ACTING UNDER THE DIRECTION
OF A LICENSED PROFESSIONAL ENGINEER.
TO ALTER THIS DOCUMENT.
SHEET NUMBER:
14
REVISION:
C-4
2
JURISDICTIONAL APPROVAL: 1
Antenna Summary
Added
700 850 1900 AWS AWS3 CRRS L-Sub6 Make Model Centerline Tip Height Azimuth RET 4xRx Imt. Type Quantity ItemID
30(0001)
3D(01)
COMMSCOPE NNH 4-658-R6 61.9 64.8 150(0002)150(02) false false PHYSICAL 3
270(0003)
270(03)
30(0001)
5G ERICSSON AIR6449 73.3 74.6 150(0002) false false PHYSICAL 3
270(0003)
150(DI)
E ERICSSON KRE105281/1 70.4 70.7 270105) false false PHYSICAL 3
30(09)
Removed
700 650 1900 AWS AWS3
CBRS L-Sub6 Make
LTE
AMPHENOL
LTE LTE
AMPHENOL
Retained
700 B50 1900 AWS AWS3
CRRS L-Sub6 Make
Model Centerline Tip Height Azimuth
CWx063x19x00-T00- 30(01)
1900-(+45) 61 64.1 150(02)
270(03)
CWX063X19X00-TOO- 31)(01)
21004-45) 71 74.1 150(02)
270(03)
Model Centerline Tip Height Azimuth
No data available.
Added:9 Removed:6
Equipment Summary
Added
Equipment Type
Location
700
850
1900
AWS
AWS3
CBRS
L-Sub6 Make
Model
RRU
Tower
LTE
Ericsson
4408 B48 DC
Hybrid Cable
Tower
Hybrid Cable
12x24
Triplexer
Tower
JMAWIRELESS
TBC-67C-A-P-2SF
OVP Box
Tower
RAYCAP
OVP-12
OVP Box
Shelter
RAYCAP
OVP-12
Removed
Equipment Type
Location
700
850
1900
AWS
AWS3
CBRS
L-Sub6 Make
Model
Diplexer
Tower
N/A
DBC-67C-U-2SF
BAST
Tower
N/A
MODEM 200
Retained
Equipment Type
Location
700
850
1900
AWS
AWS3
CBRS
L-Sub6 Make
Model
Coaxial Cables
Tower
N/A
718"
BAIST
Tower
N/A
MODEM 200
RRU
Shelter
LTE
Ericsson
2212 B13
RRU
Shelter
LTE
Ericsson
2212 135
50
RRU
Shelter
LTE
Ericsson
RRUS32 B2
RRU
Shelter
LTE
LTE
Ericsson
RRUS32 B66A
Quadplexer
Shelter
JMAWIRELESS
OBC 67-C-A-P-1SF
RET 4xRx Inst. Type Quantity Item ID
false false PHYSICAL 3
false false PHYSICAL 3
RET 4xRx Imt. Type Quantity Item ID
:TSF.11i6T.ltl
Cable Length Cable Size Install Type Quantity
Item ID
PHYSICAL 3
KRG161746/1 ,
PHYSICAL 1
PHYSICAL 6
PHYSICAL 1
PHYSICAL 1
Cable Length Cable Sizo Install Type Quantity
Item ID
PHYSICAL 6
PHYSICAL 3
Cable Length Cable Size Install Type Quantity Item ID
PHYSICAL 12
PHYSICAL 3
PHYSICAL 6
PHYSICAL 6
PHYSICAL 3
PHYSICAL 3
PHYSICAL 12
RFDS
SCALE: NOT TO SCALE
RECEIVED
8/9/22
CITY OF EDMONDS
DEVELOPMENT
SERVICES DEPARTMENT
verizonv
3245 158TH AVENUE NIS 231
BELLEVUE WA 98008
CCCROWN
CASTLE
1505 WESTLAKE AVENUE NORTH, SUITE 800
SEATTLE, WA 98109
Trylon
1825 W. WALNUT HILL LANE, SUITE 120
IRVING, TEXAS 75038
VERIZON SITE NUMBER: 288879
BU #: 826146
N FIRDALE VILLAG/DENTAL
10014 238TH STREET SW
EDMONDS, WA 98020
EXISTING 75'-0" MONOPOLE
ISSUED FOR:
REV
DATE
DRWN
DESCRIPTTON
DES./Q
A
12/15/21
JAM
PRELIMINARY
AMT
0
01/14/22
PJO
FINAL
AMT
1
03/11/22
JAM
FINAL
AMT
2
07/28/22
PRI
FINAL
AMT
O �E�q Q
d¢ 52593 q�
O,o FcrsTa$�
�SSIONALE��
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.
SHEET NUMBER: REVISION:
C-5 2
JURISDICTIONAL APPROVAL:
SECTOR 1
D[ e•me •M rauun• agciiutiana
Irpu1 aonaoe, ocv ma.
DC WWI mono amps
C=PauoSly AEG
Trlpb-- eoao111(aanblt•d
Oc m 530-mo, 650. Aws, o.PCB pan
lh- also)1 P. R DC Oa)at16o
Pod P�ItY (Dc m mullple WPA Pa11s)
Tdolaosa," lop stall
DC an CAM 43@da6
Bmareman ar pan is anMSG ocrlrn
16.23J
1149m
2�L
eat Aav
p.,A to3%[Ulpmll 120
port& to �lLl polt2 IID
B13
83
'_1 1a 16Bl4 ; p-IID
m20
p— D
Sm4.d•h. IO
:D
p.„E
is art
a F
---------------------------------------
rem Aea• 360
OCJYSGca.1laEa t0 cord
Or• Dart x saleaa0. Sae Par p My WloB,
Pt Al ,P2600-7M P3 PC3
5—GA.—SG rouled le port—T. MSG De —
One oon a 4aeatep. see Port pDaPY—
RAFF
me M%f12I AB\1'
o XMIJ 1
1 10 Bfllpv A U0
15
ADO Ap6
3 Lma Rne
1�
IJ
13
850 opM
2 to BBIP.a8 120
12
1001—
9
ID
9
t30bn.
'.RBl Pmt[ 120
'00 P—
LAB- '3
6
8 0lamm4
SECTOR 2
AVYJ-w ---- banD mA
CBRS------Band48
LAA------$and 46
RET N me
The RET (AISG) signal All be
provided by the 4449 RFI
AISG port' A, marked by
orange color. The 75OM50
diplexers and 700/PCSIAM
tdpLxers should pass he
AISG signal via through bias-T
module and AISG cable b
AISG "IN" condor al the
boDam 41i thP_ableooa-------
SECTOR 3
intenna
• • ., � .. - Est. � �x„ A6f. � N b.... ■ �Q ;� • .
6 s A i O 'al LIB
4a•2a1.•u .�,. 4tilR1.1.
R, a P8
• ® 4 •
iron bas-T
-----------------------------------------
•nchas I Cells
Bill ABW cord con[
port A A115Mph. 80
4
see colt
1
see cants
i
6UW4-3-2
V�01 Pon B PCS.lpka 80
4
1
Asw 2R I
066
e2LS6 port C LS6 Aph. CPRI I 0
0
#DNlol
i
4O 25 (
Y t0 3$
to 20 u t0100 Ixat D I. atpk. CPR: 0
O
#On/!0:
1
BandRidth 20
20 100 ponE Atcs h3. 80
4
see cord
1
sae Conti
Tx or Rx 3
5 at. 80
pun F PCs b
4
1
1
80 3 1
port G LS6beb CPR]I 0
0
#DrVIDI
40 2.3
port H 856Qa CPM 0
0
Iawtol
1
pod J AWS p— 80
4
see corn
1
sae cant!
ao 5 i
pod K PCs S— 80
4
1
!
11 231
port L L56 pmm. CPRD 0
0
#DN/01
!
CONFIGURATION DIAGRAM
SCALE: NOT TO SCALE
95MOMI-I-y-2: is Cells sappoftM4406 supports up to 6 ce115. reMB,er design to 3
�Brenches ,C
mi-t -z
Boa
u to 100
BandwiApl MHzI
00
Tx ar Po[
4
port A
port B
CBas node) 240 12
port C
de
CBRSm2 240 12
pod D
port E
Cull node 3 240 12
pod F
240 12
Pon G
pod H
240 12
P. rt 3
240 12
port K
port L
P. d U
port N
port P
RECEIVED
8/9/22
CITY OF EDMONDS
DEVELOPMENT
SERVICES DEPARTMENT
verizonv
3245 158TH AVENUE MS 231
BELLEVUE WA 98008
CCCROWN
CASTLE
1505 WESTLAKE AVENUE NORTH, SUITE 800
SEATTLE, WA 98109
•
•
•;
Trylon
1825 W. WALNUT HILL LANE, SUITE 120
IRVING, TEXAS 75038
VERIZON SITE NUMBER: 288879 1
BU #: 826146
N FIRDALE VILLAG/DENTAL
10014 238TH STREET SW
EDMONDS, WA 98020
EXISTING 75'-0" MONOPOLE
ISSUED FOR:
REV
DATE
DRWN
DESCRIPTION
DES./Q
A
12/15/21
JAM
PRELIMINARY
AMT
0
01/14/22
PJO
FINAL
AMT
1
03/11/22
JAM
FINAL
AMT
2
07/26/22
PRI
FINAL
AMT
p,BERtV4
0
O
r
525933 q
`r�iilsTiY'"
sSfONAL�
IT IS A VIOLATION OF LAW FOR ANY PERSON,
UNLESS THEY ARE ACTING UNDER THE DIR!
OF A LICENSED PROFESSIONAL ENGINEER.
TO ALTER THIS DOCUMENT.
SHEET NUMBER:
REVISION:
C-6
1 2
JURISDICTIONAL APPROVAL:
/
/
I� (GAMMA)
270, AZIMUTH
Cl
I
11
I
I
I
11
GROUNDING LEGEND
#6 STRANDED
& INSULATED
• • • • • • GROUND BUS BAR
MECHANICAL CONNECTION
(BETA) /
150' AZIMUTH
NEW SECTOR GROUND BAR
(TYR)
NEW #6 GROUND FROM EQUIPMENT
TO GROUND BAR (TYP)
NEW #6 GROUND FROM EQUIPMENT
TO GROUND BAR (TYR)
NEW SECTOR GROUND BAR
(NP)
ANTENNA GROUNDING PLAN
SCALE: NOT TO SCALE
/
/
I(GAMMA)
270' AZIMUTH
11
/ (ALPHA)
I c1
(GAMMA)
270' AZIMUTH
\
\ 150° AZIMUUTH /
i
NEW SECTOR GROUND BAR
(TYR)
NEW #6 GROUND FROM EQUIPMENT
TO GROUND BAR (TYP)
NEW SECTOR GROUND BAR
(TYP)
NEW #6 GROUND FROM EQUIPMENT
TO GROUND BAR (TYR)
RECEIVED
8/9/22
CITY OF EDMONDS
DEVELOPMENT
SERVICES DEPARTMENT
verizonv
3245 158TH AVENUE MS 231
BELLEVUE WA 98008
CCCROWN
CASTLE
1505 WESTLAKE AVENUE NORTH, SUITE 800
SEATTLE, WA 98109
•
Trylon
1825 W. WALNUT HILL LANE, SUITE 120
IRVING, TEXAS 75038
VERIZON SITE NUMBER: 288879
BU #: 826146
N FIRDALE VILLAG/DENTAL
10014 238TH STREET SW
EDMONDS, WA 98020
EXISTING 75'-0" MONOPOLE
ISSUED FOR:
REV
DATE
DRWN
DESCRIPTION
DES./Q-A
A
12/15/21
JAM
PRELIMINARY
AMT
0
01/14/22
PJO
FINAL
AMT
1
03/11/22
JAM
FINAL
AMT
2
07/28/22
PRI
FINAL
AMT
GS'� p,BERtV4
p
(3
r
is re3R�
sSfONAL�
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.
SHEET NUMBER:
REVISION:
G-1
1 2
TO ANTENNA COAX
TO ANTENNA COAX
T/FINISH GRADE
8" PVC PLUG
/--- 8" PVC PLUG CPLG. (THRD.)
JURISDICTIONAL APPROVAL:
COPPER/GALVANIZED GROUND BAR
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 00000000000000
�000 0000000000000000@
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)
COAX CABLE
(TYP FOR ALL)
TO BTS EQUIPMENT VIA
TRAY OR ICE BRIDGE
MONOPOLE
CL
ANTENNA GROUND BAR
LOCATED AT MCL
(BONDED TO TOWER STEEL)
2 HOLE LUG (TYP)
MECHANICAL CONNECTION
(TYP)
COAX GROUND BAR WITH
INSULATORS, CONNECTED
DIRECTLY TO THE BOTTOM
OF MONOPOLE. SEE NOTE 1
2/0 TINNED BARE
COPPER WIRE
MONOPOLE PIER
GROUND WIRE
SEE NOTE 3
GROUND WIRE
NOTE 3 \
INSPECTION WELL
it EXOTHERMIC WELD (TYP)
NOTES:
1. 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.
4SCALETYPICAL ANTENNA CABLE GROUNDING
: NOT TO SCALE
COPPER/GALVANIZED GROUND BAR
O O 0 0 0 1 0 0 0 0 0 0 0 0 0
0 0 0000000000000
O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Q
02 SOLID TINNED COPPER
CONDUCTOR TO TOWER/SHELTER
TWO HOLE LONG BARREL COMPRESSION LUG GROUND RING (2 TYP. FOR
(T,P) 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
L SCALE: NOT TO SCALE
STAINLESS STEEL BOLT
(TYP)
STAINLESS STEEL
FLAT WASHER
2-HOLE CRIMP/ (TYP)
COMPRESSION
CONNECTOR
GROUND
BAR
STAINLESS STEEL
FLAT WASHER
STAINLESS STEEL (TYP)
BELLVILLE WASHER AW STAINLESS STEEL NUT
(TYP) (TYP)
SINGLE CONNECTOR AT GROUND BARS
STAINLESS STEEL BOLT
STAINLESS STEEL
FLAT WASHER
DRAGON TOOTH WASHER
(TYP)
STEEL
2-HOLE CRIMP/
COMPRESSION J::�— STAINLESS STEEL
CONNECTOR FLAT WASHER
(T P)
STAINLESS STEEL STAINLESS STEEL NUT
BELLVILLE WASHER (TYP)
(TYP)
SINGLE CONNECTOR AT STEEL OBJECTS
STAINLESS STEEL
SELF -DRILLING STAINLESS STEEL
METAL SCREW
FLAT WASHER
(TYP)
(TYP)
2-HOLE CRIMP/
COMPRESSION
CONNECTOR
DRAGON TOOTH
METALLIC OBJECT
WASHER
(TYP)
SINGLE CONNECTOR AT METALLIC/STEEL
OBJECTS
5SCAHARDWARE DETAIL FOR EXTERIOR CONNECTIONS
LE: NOT TO SCALE
w
0
0
z
0
EXOTHERMIC WELD
SUBGRADE
#2 SOLID (TEST LOOP)
— NOTCH SIDES OF 8" PVC SON 40 PIPE
TO ALLOW EXIT/ENTRANCE OF
GROUND RING WIRE
II I hLII—
TRENCH BOTTOM
2/0 TINNED CU EXTERNAL
CADWELD TEST LOOP TO TOWER GROUND RING WIRE
GROUND RING WIRE
NOTES: 5/8" 4 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)
��� INSPECTION WELL DETAIL
`� SCALE: NOT TO SCALE
6" WIDE METALLIC HTEL
GRADE WARNING/LOCATOR TAPE AT
12' DEPTH
N
0
z
z
EXOTHERMIC WELD
0
w
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 4 x 10'-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)
6 GROUND ROD DETAIL
SCALE: NOT TO SCALE
RECEIVED
8/9/22
CITY OF EDMONDS
DEVELOPMENT
SERVICES DEPARTMENT
verizonv
3245 158TH AVENUE MS 231
BELLEVUE WA 98008
CCCROWN
CASTLE
1505 WESTLAKE AVENUE NORTH, SUITE 800
SEATTLE, WA 98109
Trylon
1825 W. WALNUT HILL LANE, SUITE 120
IRVING, TEXAS 75038
VERIZON SITE NUMBER: 2888791
BU #: 826146
N FIRDALE VILLAG/DENTAL
10014 238TH STREET SW
EDMONDS, WA 98020
EXISTING 75'-0" MONOPOLE
ISSUED FOR:
REV
DATE
DRWN
DESCRIPTION
DES./Q
A
12/15/21
JAM
PRELIMINARY
AMT
0
01/14/22
PJO
FINAL
AMT
1
03/11/22
JAM
FINAL
AMT
2
07/28/22
PRI
FINAL
AMT
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SSIGNALCs
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.
SHEET NUMBER:
14
REVISION:
G-212
WEATHERPROOFING KIT
(SEE NOTE 3)
ANTENNA CABLE
WIRE SIZE
BURNDY LUG
BOLT SIZE
#6 AWG GREEN INSULATED
YA6C-2TC38
3/8"
- 16 INC S 2 BOLT
TYPE HIS
TYPE 2-YA-2
TYPE XA
TYPE YA-2
TYPE GY
#2 AWG SOLID TINNED
YA3C-2TC38
3/8" -
16 INC S 2 BOLT
#2 AWG STRANDED
YA2C-2TC38
3/8" -
16 INC S 2 BOLT
#2/0 AWG STRANDED
#4/0 AWG STRANDED
YA26-2TC38
3/8" -
16 INC S 2 BOLT
YA28-2N
1/2" -
16 INC S 2 BOLT
TYPE W
TYPE VN
TYPE NC
TYPE SS
TYPE GR
BURNDY
GROUND LUG W/
LONG BARREL
(SEE CHART)
HEAT SHRINK
`(CLEAR)
NUT*ARBOLT
GROUNDING
VVV (TYP)CONDUCTOR
LOCK WA
TYPE VS TYPE VB TYPE PT TYPE GT' r:""
NOTE: GROUN1. ERICO EXOTHERMIC "MOLD TYPES" SHOWN HERE ARE EXAMPLES. CONSULT WITH CONSTRUCTION MANAGER FOR SPECIFIC ART)
MOLDS TO BE USED FOR THIS PROJECT. (TYP)
2. MOLD TYPE ONLY TO BE USED BELOW GRADE WHEN CONNECTING GROUND RING TO GROUND ROD.
BURNDY TWO HOLE LUG W/
LONG BARREL
(SEE CHART)
CADWELD GROUNDING CONNECTIONS
1 BARE WIRE TO BE
SCALE: NOT TO SCALE NO-OX AT BOTH ENDS
(TYPICALLY)
12' TO 24"
120" MAX.
1
#6 AWG STRANDED COPPER GROUND WIRE
<
(GROUNDED TO GROUND BAR). SEE NOTE 1 & 2
No
CABLE GROUND KIT
CABLE CONNECTOR
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
SCALE: NOT TO SCALE
3/8-11x1" TAMPER
RESISTANT BOLT
(TYR)
INSULATORS
SEE NOTE 2.
(TYP)
TO ANTENNAS
COAX JUMPER (TYF
CONN
WEATHERPROOFIf
(TYP. SEE N(
ANTENNA
TO BTS EQUIPMENT
NOTES
STRANDED (GREEN INSULATED) ONLY FOR #6 AWG
(SEE CHART)
WEATHERPROOFING
KIT
(TYR)
NOTES:
GROUND KIT
1. ALL GROUNDING LUGS ARE TO BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS.
(TYR)
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.
N AWG
MECHANICAL LUG CONNECTION
2
COPPER/GALVANIZED
SCALE' NOT TO SCALE
COAX GROUND BAR
3ONDED DIRECTLY TOWER
1. DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS DIRECT GROUND
WIRE DOWN TO ANTENNA GROUND BAR.
2. WEATHER PROOFING SHALL BE TWO-PART TAPE KIT. COLD SHRINK SHALL NOT BE
USED.
,/-�GROUND CABLE CONNECTION
� SCALE: NOT TO SCALE
WALL BRACKET
(TYR) ® ® NOTE: MINIMUM OF S/S NUT
® ® 3 THREADS TO BE (TYP)
0 0 0 ® VISIBLE
® ® S/S SPLIT
® 0 2 HOLE LONG WASHER
® ® BARREL TINNED (TYR)
UNIVERSAL COPPER SOLID COPPER
J0 GROUND BAR (4"x20") LUG S/S FLAT
LOCK WASHER ® (TYP) WASHER
P/N M10 (TYR)
(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 OAS-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
6
SCALE: NOT TO SCALE
TIN COATED SOLID
COPPER BUS BAR
S/S FLAT
WASHER
CHERRY INSULATOR (TYR)
INSTALLED IF REQUIRED S/S BOLT
(TYR)
7 LUG DETAIL
SCALE: NOT TO SCALE
#6 AWG MIN. FROM ANTENNA
CABLE GROUND KIT
GROUND BAR ON SHELTER.
BRIDGE, OR ON ANTENNA TON
*TWO HOLE LUG, OR
EXOTHERMIC WELD TO BE USED
WITH #2 AWG BARE CONDUCTOR
WIRE TO BUILDING SERVICE
GROUND OR GROUND RING
���GROUNDWIRE INSTALLATION
`� SCALE: NOT TO SCALE
#2 TINNED SOLID IN 3/4" LIQUID TIGHT
CONDUIT FROM 24" BELOW GRADE TO
WITHIN 3" TO 6" OF CAD -WELD
TERMINATION POINT. EXPOSED END OF
THE LIQUID TIGHT CONDUIT MUST BE
SEALED WITH SILICONE CAULK.
CADWELD
(TYP)
TIE INTO EXISTING GROUND RII'
8 LE: TRANSITION ING GROUND DETAIL
SCANOT TO SCALE
PE
GROUNDING SHALL BE
ELIMINATED WHEN GROUND BAR
IS ELECTRICALLY BONDED TO
METAL TOWER
JURISDICTIONAL APPROVAL:
RECEIVED
8/9/22
CITY OF EDMONDS
DEVELOPMENT
SERVICES DEPARTMENT
verizonv
3245 158TH AVENUE MS 231
BELLEVUE WA 98008
Co-f"%CROWN
v CASTLE
1505 WESTLAKE AVENUE NORTH, SUITE 800
SEATTLE, WA 98109
•
Trylon
1825 W. WALNUT HILL LANE, SUITE 120
IRVING, TEXAS 75038
VERIZON SITE NUMBER: 288879 1
BU #: 826146
N FIRDALE VILLAG/DENTAL
10014 238TH STREET SW
EDMONDS, WA 98020
EXISTING 75'-0" MONOPOLE
ISSUED FOR:
REV
DATE
DRWN
DESCRIPTION
DES./Q
A
12/15/21
JAM
PRELIMINARY
AMT
0
01/14/22
PJO
FINAL
AMT
1
03/11/22
JAM
FINAL
AMT
2
07/28/22
PRI
FINAL
AMT
p,BERtV4
0
(3
r
52593 q
o� ��f37STE�
sSfONAL�
IT IS A VIOLATION OF LAW FOR ANY PERSON,
UNLESS THEY ARE ACTING UNDER THE DIR!
OF A LICENSED PROFESSIONAL ENGINEER
TO ALTER THIS DOCUMENT.
SHEET NUMBER:
G-312
14
REVISION: