WTJX Tower_USVI_CDs.pdf

WTJX TOWER

CONSTRUCTION DRAWINGS

GUY TOWER SITE

9342+8W9 CHARLOTTE AMALIE WEST

ST THOMAS, USVI

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Certification & Seal:

SHEET

NUMBER

PROJECT

NUMBER

ISSUE

PHASE

DATE

ISSUED

SHEET TITLE:

PROJECT TITLE:

PROJECT INFORMATION:

61584

WTJX TOWER

9342+8W9 CHARLOTTE AMALIE WEST

ST THOMAS, USVI

FINAL 09/26/2025

MARK DATE DESCRIPTION

A 06/20/25 PRELIMINARY CDs ISSUED

I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed

Professional Engineer under the laws of the U.S. Virgin Islands.

DOCUMENT MUST CONTAIN ORIGINAL

EMBOSSED SEAL TO BE VALID

Signature: Date:

9/26/2025

0 09/26/25 FINAL CDs ISSUED

TITLE SHEET

T-1

PROJECT INFORMATIONVICINITY MAP

SITE

LOCATION

T-1 TITLE SHEET

GN-1 GENERAL NOTES

GN-2 GENERAL NOTES

GN-3 GENERAL NOTES

C-1 LOCATION PLAN

C-2 SITE PLAN

C-3 EQUIPMENT ROOM LAYOUT - WTJX TOWER

C-4 ELEVATION & ANTENNA LAYOUT - WTJX TOWER

C-5 ANTENNA MOUNT SPECIFICATIONS

C-6 ANTENNA SPECIFICATIONS

C-7 ANTENNA SPECIFICATIONS

C-8 ANTENNA SPECIFICATIONS

C-9 SURGE ARRESTOR DETAILS

C-10 FIBER BOX SPECIFICATIONS

C-11 FIBER BOX SPECIFICATIONS

C-12 FIBER BOX DETAILS

C-13 CABLE SPECIFICATIONS

C-14 CABLE LAYOUT

C-15 ANTENNA & CABLE SCHEDULE

C-16 WEATHERPROOFING

G-1 SITE DETAILS

SHEET INDEX

SITE DATA - WTJX TOWER:

LATITUDE: 18° 21' 20.8" N

(18.355778°)

LONGITUDE: 64° 56' 51.5" W

(-64.947639°)

GROUND ELEVATION: 1462 FT AMSL

SELF-SUPPORT HEIGHT: 250'

ADDRESS: 9342+8W9 CHARLOTTE AMALIE WEST

ST THOMAS, USVI

LICENSOR:

WTJX

CONTACT: TANYA-MARIE SINGH

EMAIL: TSINGH@WTJX.ORG

APPLICANT/LESSEE:

FBI-OTD: VIDEO SURVEILLANCE UNIT

CONTACT: KEVIN HAILEY

EMAIL: KLHAILEY@FBI.GOV

PROJECT MANAGER:

RAMAKER

855 COMMUNITY DRIVE

SAUK CITY, WI 53583

CONTACT: ANGELA KVALHEIM,

PROJECT MANAGER

PH.: (608) 643-4100

FAX: (608) 643-7999

EMAIL: akvalheim@ramaker.com

AERIAL MAP

GENERAL LOCATION

SITE

LOCATION

TOWER SITE

LOCATION

STRUCTURAL ANALYSIS OF THE TOWER AND MOUNT STRUCTURES BY OTHERS.

CONTRACTOR TO REQUEST MOST RECENT ANALYSIS.

RE4UIRES MIN. 4 :OR.ING DA<S NOTICE BE)ORE <OU E;CAVATE.

TO OBTAIN LOCATION O) PARTICIPANTS

UNDERGROUND )ACILITIES

BE)ORE <OU DIG IN VIRGIN ISLANDS

ME MB E R

O N

E C

A L

L

S < S T E MS I N T E R

N A

T I O

N A

L VIRGIN ISLANDS E;CAVATION DEMOLITION

CALL LOCAL CONTRACTOR

STRUCTURAL NOTE

GENERAL

THE CONSTRUCTION DOCUMENT DRAWINGS ARE INTERRELATED. WHEN

PERFORMING THE WORK, EACH CONTRACTOR MUST REFER TO ALL

DRAWINGS. COORDINATION IS THE RESPONSIBILITY OF THE GENERAL

CONTRACTOR.

DIVISION 1: GENERAL REQUIREMENTS

SECTION 01700 - PROJECT CLOSEOUT

PART 1 - GENERAL

1. OBTAIN AND SUBMIT RELEASES ENABLING THE OWNER

UNRESTRICTED USE OF THE WORK AND ACCESS TO SERVICES AND

UTILITIES; INCLUDE OCCUPANCY PERMITS, OPERATING

CERTIFICATES AND SIMILAR RELEASES

2. SUBMIT RECORD DRAWINGS, DAMAGE OR SETTLEMENT SURVEY,

PROPERTY SURVEY, AND ACCESS TO SERVICES AND UTILITIES;

INCLUDE OCCUPANCY PERMITS, OPERATING

3. COMPLETE FINAL CLEAN UP REQUIREMENTS, INCLUDING TOUCH-UP

PAINTING. TOUCH UP AND OTHERWISE REPAIR AND RESTORE

MARRED EXPOSED FINISHES.

PART 2 - FINAL CLEANING

1. COMPLETE THE FOLLOWING CLEANING OPERATIONS BEFORE

REQUESTING INSPECTION FOR CERTIFICATION OF COMPLETION.

A. CLEAN THE PROJECT SITE, YARD AND GROUNDS, IN AREAS

DISTURBED BY CONSTRUCTION ACTIVITIES, INCLUDING

LANDSCAPE DEVELOPMENT AREAS, OF RUBBISH, WASTE

MATERIALS, LITTER AND FOREIGN SUBSTANCES. SWEEP PAVED

AREAS BROOM CLEAN. REMOVE PETRO-CHEMICAL SPILLS, STAINS

AND OTHER FOREIGN DEPOSITS. RAKE GROUNDS THAT ARE

NEITHER PLANTED NOR PAVED, TO A SMOOTH EVEN-TEXTURED

SURFACE.

B. REMOVE TOOLS, CONSTRUCTION EQUIPMENT, MACHINERY AND

SURPLUS MATERIAL FROM THE SITE.

C. REMOVE SNOW AND ICE TO PROVIDE SAFE ACCESS TO THE SITE

AND EQUIPMENT ENCLOSURE.

D. CLEAN EXPOSED EXTERIOR AND INTERIOR HARD-SURFACED

FINISHES TO A DIRT FREE CONDITION, FREE OF STAINS, FILMS AND

SIMILAR FOREIGN SUBSTANCES. AVOID DISTURBING NATURAL

WEATHERING OF EXTERIOR SURFACES.

E. REMOVE DEBRIS FROM LIMITED ACCESS SPACES, INCLUDING

ROOFS, EQUIPMENT ENCLOSURE, MANHOLES, AND SIMILAR

SPACES.

F. REMOVE LABELS THAT ARE NOT PERMANENT LABELS.

G. TOUCH-UP AND OTHERWISE REPAIR AND RESTORE MARRED

EXPOSED FINISHES AND SURFACES. REPLACE FINISHES AND

SURFACES THAT CAN NOT BE SATISFACTORILY REPAIRED OR

RESTORED, OR THAT SHOW EVIDENCE OF REPAIR OR

RESTORATION. DO NOT PAINT OVER "UL" AND SIMILAR LABELS,

INCLUDING ELECTRICAL NAME PLATES.

H. LEAVE THE PROJECT CLEAN AND READY FOR OCCUPANCY.

I. DUST-OFF ALL EQUIPMENT, INCLUDING BATTERY PACKS, WITHIN

EQUIPMENT ENCLOSURE.

J. WASH AND WAX FLOOR WITHIN EQUIPMENT ENCLOSURE.

2. REMOVAL OF PROTECTION: REMOVE TEMPORARY PROTECTION AND

FACILITIES INSTALLED DURING CONSTRUCTION TO PROTECT

PREVIOUSLY COMPLETED INSTALLATIONS DURING THE REMAINDER

OF THE CONSTRUCTION PERIOD.

DIVISION 2: SITE WORK

SECTION 02200 - EARTHWORK AND DRAINAGE

PART 1 - GENERAL

1. WORK INCLUDED: SEE SITE PLAN.

2. DESCRIPTIONS

LEASE AREA, AND IF APPLICABLE ACCESS DRIVE / TURNAROUND

AREA, AND UNDERGROUND UTILITY EASEMENTS ARE TO BE

CONSTRUCTED TO PROVIDE A WELL DRAINED, EASILY MAINTAINED,

EVEN SURFACE FOR MATERIAL AND EQUIPMENT DELIVERIES AND

MAINTENANCE PERSONNEL ACCESS.

3. QUALITY ASSURANCE

A. APPLY SOIL STERILIZER IN ACCORDANCE WITH MANUFACTURER'S

RECOMMENDATIONS (AS NEEDED).

B. APPLY AND MAINTAIN GRASS SEED AS RECOMMENDED BY THE

SEED PRODUCER (IF REQUIRED).

C. PLACE AND MAINTAIN VEGETATION LANDSCAPING, IF INCLUDED

WITHIN THE CONTRACT, RECOMMENDED BY NURSERY INDUSTRY

STANDARDS.

4. SEQUENCING

A. CONFIRM SURVEY STAKES AND SET ELEVATION STAKES PRIOR TO

ANY CONSTRUCTION.

B. COMPLETELY GRUB THE ACCESS DRIVE W/ TURNAROUND,

UNDERGROUND UTILITY EASEMENTS, (IF APPLICABLE) AND LEASE

AREA PRIOR TO FOUNDATION CONSTRUCTION, PLACEMENT OF

BACKFILL AND SUB-BASE MATERIAL.

C. CONSTRUCT TEMPORARY CONSTRUCTION AREA ALONG ACCESS

DRIVE.

D. BRING THE LEASE AREA AND ACCESS DRIVE W/ TURNAROUND TO

BASE COURSE ELEVATION PRIOR TO INSTALLING FOUNDATION.

E. APPLY SOIL STERILIZER PRIOR TO PLACING BASE MATERIALS.

F. GRADE, SEED, FERTILIZE, AND MULCH ALL AREAS DISTURBED BY

CONSTRUCTION (INCLUDING UNDERGROUND UTILITY EASEMENTS)

IMMEDIATELY AFTER BRINGING LEASE AREA AND ACCESS DRIVE

W/ TURNAROUND TO BASE COURSE ELEVATION, WATER TO

ENSURE GROWTH.

G. REMOVE GRAVEL FROM TEMPORARY CONSTRUCTION ZONE TO AN

AUTHORIZED AREA OR AS DIRECTED BY PROJECT MANAGER.

H. AFTER APPLICATIONS OF FINAL SURFACES, APPLY SOIL STERILIZER

TO STONE SURFACES.

PART 2 - PRODUCTS

1. MATERIALS

A. SOIL STERILIZER SHALL BE EPA-REGISTERED, PRE-EMERGENCE

LIQUID:

TOTAL KILL (PRODUCT 910) - EPA 10292-7

PHASAR CORPORATION

P.O. BOX 5123

DEARBORN, MI 48128

(313) 563-8000

AMBUSH HERBICIDE - EPA REGISTERED

FRAMAR INDUSTRIAL PRODUCTS

1435 MORRIS AVE.

UNION, NJ 07083

(800) 526-4924

B. ROAD AND SITE MATERIALS SHALL CONFORM TO MDOT

SPECIFICATIONS FILL MATERIAL (UNLESS OTHERWISE NOTED) -

ACCEPTABLE SELECT FILL SHALL STANDARD SPECIFICATIONS... BE

IN ACCORDANCE WITH STATE DEPARTMENT OF HIGHWAY AND

TRANSPORTATION.

C. SOIL STABILIZER FABRIC SHALL BE MIRAFI - 500X.

PART 3 - EXECUTION

1. INSPECTIONS

LOCAL BUILDING INSPECTORS SHALL BE NOTIFIED NO LESS THAN 48

HOURS IN ADVANCE OF CONCRETE POURS, UNLESS OTHERWISE

SPECIFIED BY JURISDICTION.

2. PREPARATION

A. CLEAR TREES, BRUSH AND DEBRIS FROM LEASE AREA, ACCESS

DRIVE W/ TURN-AROUND AND UNDER GROUND UTILITY

EASEMENTS AS REQUIRED FOR CONSTRUCTION.

B. PRIOR TO OTHER EXCAVATION AND CONSTRUCTION, GRUB

ORGANIC MATERIAL TO A MINIMUM OF SIX (6) INCHES BELOW

GRADE.

C. UNLESS OTHERWISE INSTRUCTED BY CARRIER, TRANSPORT ALL

REMOVED TREES, BRUSH AND DEBRIS FROM THE PROPERTY TO

AN AUTHORIZED LANDFILL.

D. PRIOR TO PLACEMENT OF FILL OR BASE MATERIALS, ROLL THE

SOIL.

E. WHERE UNSTABLE SOIL CONDITIONS ARE ENCOUNTERED, LINE THE

AREAS WITH STABILIZER MAT PRIOR TO PLACEMENT OF FILL OR

BASE MATERIAL.

3. INSTALLATION

A. GRADE OR FILL THE LEASE AREA AND ACCESS DRIVE

W/TURNAROUND AS REQUIRED IN ORDER THAT UPON

DISTRIBUTION OF SPOILS, RESULTING FROM EXCAVATIONS, THE

RESULTING GRADE WILL CORRESPOND WITH SAID SUB-BASE

COURSE. ELEVATIONS ARE TO BE CALCULATED FROM

BENCHMARK, FINISHED GRADES, OR INDICATED SLOPES.

B. CLEAR EXCESS SPOILS, IF ANY, FROM JOB SITE AND DO NOT

SPREAD BEYOND THE LIMITS OF PROJECT AREA UNLESS

AUTHORIZED BY PROJECT MANAGER AND AGREED TO BY

LANDOWNER.

C. BRING THE ACCESS DRIVE W/ TURNAROUND TO BASE COURSE

ELEVATION TO FACILITATE CONSTRUCTION AND OBSERVATION

DURING CONSTRUCTION OF THE SITE.

D. AVOID CREATING DEPRESSIONS WHERE WATER MAY POND.

E. THE CONTRACT SHALL INCLUDE GRADING, BANKING, AND DITCHING,

UNLESS OTHERWISE INDICATED.

F. WHEN IMPROVING AN EXISTING ACCESS DRIVE, GRADE THE

EXISTING DRIVE TO REMOVE ANY ORGANIC MATTER AND SMOOTH

THE SURFACE BEFORE PLACING FILL OR STONE.

G. PLACE FILL OR STONE IN SIX (6) INCH MAXIMUM LIFTS, AND

COMPACT BEFORE PLACING NEXT LIFT.

H. THE TOP SURFACE COURSE SHALL EXTEND A MINIMUM OF ONE (1)

FOOT BEYOND THE SITE FENCE (UNLESS OTHERWISE NOTED) AND

SHALL COVER THE AREA AS INDICATED.

I. APPLY RIPRAP TO THE SIDE SLOPES OF ALL FENCED SITE AREAS,

PARKING AREAS, AND ALL OTHER SLOPES GREATER THAN 2:1.

J. APPLY RIPRAP TO THE SIDES OF DITCHES OR DRAINAGE SWALES.

K. RIPRAP ENTIRE DITCH FOR SIX (6) FEET IN ALL DIRECTIONS AT

CULVERT OPENINGS.

L. APPLY SEED, FERTILIZER, AND STRAW COVER TO ALL OTHER

DISTURBED AREAS, DITCHES, AND DRAINAGE SWALES, NOT

OTHERWISE RIP RAPPED.

M. UNDER NO CIRCUMSTANCES WILL DITCHES, SWALES, OR

CULVERTS BE PLACED SO THAT THEY DIRECT WATER TOWARDS,

OR PERMIT STANDING WATER IMMEDIATELY ADJACENT TO

SHELTER OR EQUIPMENT. IF DESIGNS OR ELEVATIONS ARE IN

CONFLICT WITH THIS, ADVISE CONSTRUCTION MANAGER

IMMEDIATELY.

N. IN DITCHES WITH SLOPES GREATER THAN 10%, MOUND

DIVERSIONARY HEADWALLS IN THE DITCH AT CULVERT

ENTRANCES. POSITION THE HEADWALL AT AN ANGLE NO

GREATER THAT 60° OFF THE DITCH LINE. RIPRAP THE UPSTREAM

SIDE OF THE HEADWALL AS WELL AS THE DITCH FOR SIX (6) FEET

ABOVE THE CULVERT ENTRANCE.

O. APPLY SEED AND FERTILIZER TO SURFACE CONDITIONS WHICH

WILL ENCOURAGE ROOTING. RAKE AREAS TO BE SEEDED TO

EVEN THE SURFACE AND LOOSEN THE SOIL.

P. SOW SEED IN TWO DIRECTIONS IN TWICE THE QUANTITY

RECOMMENDED BY THE SEED PRODUCER.

Q. ENSURE GROWTH OF SEEDED AND LANDSCAPED AREAS, BY

WATERING, UP TO THE POINT OF RELEASE FROM THE CONTRACT.

CONTINUE TO REWORK THE BARE AREAS UNTIL COMPLETE

COVERAGE IS OBTAINED.

4. FIELD QUALITY CONTROL

COMPACT SOILS TO MAXIMUM DENSITY IN ACCORDANCE WITH ASTM

D-1557. AREAS OF SETTLEMENT WILL BE EXCAVATED AND REFILLED

AT CONTRACTOR'S EXPENSE. INDICATE PERCENTAGE OF

COMPACTION

ACHIEVED ON AS-BUILT DRAWINGS.

5. PROTECTION

A. PROTECT SEEDED AREAS FROM EROSION BY SPREADING STRAW

TO A UNIFORM LOOSE DEPTH OF 1-2 INCHES, STAKE AND TIE

DOWN AS REQUIRED. USE OF EROSION CONTROL MESH OR MULCH

NET WILL BE AN ACCEPTABLE ALTERNATE.

B. ALL TREES PLACED IN CONJUNCTION WITH A LANDSCAPE

CONTRACT WILL BE WRAPPED, TIED WITH HOSE PROTECTED

WIRE, AND SECURED TO 2" X 2" X 4'-0" WOODEN STAKES

EXTENDING TWO-FEET INTO THE GROUND ON FOUR SIDES OF THE

TREE.

C. PROTECT ALL EXPOSED AREAS AGAINST WASHOUTS AND SOIL

EROSION. PLACE STRAW BALES AT THE INLET APPROACH TO ALL

NEW OR EXISTING CULVERTS. WHERE THE SITE OR ROAD AREAS

HAVE BEEN ELEVATED IMMEDIATELY ADJACENT TO THE RAIL LINE,

STAKE EROSION CONTROL FABRIC FULL LENGTH IN THE SWALE TO

PREVENT CONTAMINATION OF THE RAIL BALLAST. ALL EROSION

CONTROL METHODS SHALL CONFORM TO APPLICABLE BUILDING

CODE REQUIREMENTS.

SECTION 02830 - FENCING AND GATE(S)

PART 1 - GENERAL

1. WORK INCLUDED

SEE PLAN FOR SITE AND LOCATION OF FENCE AND GATE(S).

2. QUALITY ASSURANCE

ALL STEEL MATERIALS UTILIZED IN CONJUNCTION WITH THIS

SPECIFICATION WILL BE GALVANIZED OR STAINLESS STEEL. WEIGHT

OF ZINC COATING ON THE FABRIC SHALL NOT BE LESS THAN 12

OUNCES

PER SQUARE FOOT OF MATERIAL COVERED. POSTS SHALL BE

HOT-DIPPED IN GRADE 'E' ZINC, 18 OUNCES PER SQUARE FOOT.

3. SEQUENCING

IF THE SITE AREA HAS BEEN BROUGHT UP TO SURFACE COURSE

ELEVATION (PRIOR TO THE FENCE CONSTRUCTION), FENCE POST

EXCAVATION SPOILS MUST BE CONTROLLED TO PRECLUDE

CONTAMINATION OF SAID SURFACE COURSE.

4. SUBMITTALS

A. MANUFACTURER'S DESCRIPTIVE LITERATURE.

B. CERTIFICATE OR STATEMENT OF COMPLIANCE WITH THE

SPECIFICATIONS.

PART 2 - PRODUCTS

1. FENCE MATERIAL

A. ALL FABRIC WIRE, RAILS, HARDWARE, AND OTHER STEEL

MATERIALS SHALL BE HOT-DIPPED GALVANIZED.

B. FABRIC SHALL BE SEVEN-FOOT HIGH OR TO MATCH EXISTING

FENCE TWO-INCH CHAIN LINK MESH OF NO. 9 GAUGE (0.148")

WIRE. THE FABRIC SHALL HAVE A KNUCKLED FINISH FOR THE

TOP SELVAGES. FABRIC SHALL CONFORM TO THE

SPECIFICATIONS OF ASTM A-392 CLASS 1.

C. BARBED WIRE SHALL BE DOUBLE-STRAND, 12-1/2 GAUGE TWISTED

WIRE, WITH 14-GAUGE, 4-POINT ROUND BARBS SPACED ON

FIVE-INCH CENTERS.

D. ALL POSTS SHALL BE SCHEDULE - 40 MECHANICAL SERVICE PIPE

AND SHALL BE TYPE 1 ASTM A-128 AND OF THE FOLLOWING

DIAMETER LINE 2" SCHEDULE 40 (23#8" O.D.)

GATE 3" SCHEDULE 40 (31#2" O.D.)

CORNER 3" SCHEDULE 40 (31#2" O.D.)

E. GATE POSTS SHALL BE EXTENDED 12 INCHES, INCLUDING DOME

CAP, TO PROVIDE FOR ATTACHMENT OF BARBED WIRE.

F. ALL TOP AND BRACE RAILS SHALL BE 1" DIAMETER SCHEDULE 40

MECHANICAL-SERVICE PIPE.

G. GATE FRAMES AND BRACES SHALL BE 1.90 INCH DIAMETER

SCHEDULE 40 MECHANICAL-SERVICE PIPE. FRAMES SHALL HAVE

WELDED CORNERS.

H. GATE FRAMES SHALL HAVE A FULL-HEIGHT VERTICAL BRACE, AND

A FULL-WIDTH HORIZONTAL BRACE, SECURED IN PLACE BY USE OF

GATE BRACE CLAMPS.

I. GATE HINGES SHALL BE MERCHANTS METAL MODEL 64386 HINGE

ADAPTER WITH MODEL 6409, 188-DEGREE ATTACHMENT.

J. THE GUIDE (LATCH ASSEMBLY) SHALL BE HEAVY INDUSTRIAL

DOUBLE GATE LATCH. SEE DETAIL.

K. LATCHES AND STOPS SHALL BE PROVIDED FOR ALL GATES.

L. PLUNGER ROD COMPLETE WITH RECEPTOR TO BE PROVIDED AT

THE INACTIVE LEAF OF ALL DOUBLE GATE INSTALLATIONS.

M. ALL STOPS SHALL HAVE KEEPERS CAPABLE OF HOLDING THE GATE

LEAF IN THE OPEN POSITION.

N. A NO. 7 GAUGE ZINC COATED TENSION WIRE SHALL BE USED AT

THE BOTTOM OF THE FABRIC, TERMINATED WITH BAND CLIPS AT

CORNER AND GATE POSTS.

O. A SIX-INCH BY 1/2-INCH DIAMETER EYEBOLT TO HOLD TENSION

WIRE SHALL BE PLACED AT LINE POSTS.

P. STRETCHER BARS SHALL BE 3/16-INCH BY 3/4-INCH OR HAVE

EQUIVALENT CROSS-SECTIONAL AREA.

Q. ALL CORNER GATE AND PANELS SHALL HAVE A 3/8-INCH TRUSS

ROD WITH TURNBUCKLES.

R. ALL POSTS EXCEPT GATE POSTS SHALL HAVE A COMBINATION CAP

AND BARBED WIRE SUPPORTING ARM. GATE POSTS SHALL HAVE

A DOME CAP.

S. OTHER HARDWARE INCLUDES BUT MAY NOT BE LIMITED TO TIE

CLIPS, BAND CLIPS AND TENSION BAND CLIPS.

T. BARBED WIRE GATE GUARDS SHALL BE FITTED WITH DOME CAPS.

U. BARBED WIRE SUPPORT ARMS SHALL BE PRESSED STEEL

COMPLETE WITH SET BOLT AND LOCK WIRE IN THE ARM.

V. ALL CAPS SHALL BE MALLEABLE IRON, DOME OR ACORN SHAPED

AS REQUIRED BY PIPE SIZE.

W. WHERE THE USE OF CONCERTINA HAS BEEN SPECIFIED, 24-INCH

DIAMETERS COIL. BARBED TAPE, STAINLESS STEEL, CYCLONE

FENCE MODEL G8P TO TYPE III SHALL BE FURNISHED. IT SHALL BE

SUPPORTED ABOVE THE TOP RAIL BY USE OF SIX (6) WIRE BARBED

WIRE ARMS POSITIONED ATOP EACH LINE/CORNER POST.

1. INSPECTION

TO CONFIRM PROPER DEPTH AND DIAMETER OF POST HOLE

EXCAVATIONS. ALL POST HOLES WILL BE EXCAVATED AS PER

CONSTRUCTION DOCUMENTS.

2. INSTALLATION

A. FOUNDATIONS SHALL HAVE A MINIMUM SIX (6) INCH CONCRETE

COVER UNDER POST.

B. ALL FENCE POSTS SHALL BE VERTICALLY PLUMB; ONE QUARTER

(1/4) INCH

C. AT CORNER POSTS, GATE POSTS, AND SIDES OF GATE FRAME,

FABRIC SHALL BE ATTACHED WITH STRETCHER AND TENSION

BAND-CLIPS AT FIFTEEN(15) INCH INTERVALS.

D. AT LINE POSTS, FABRIC SHALL BE ATTACHED WITH BAND-CLIPS AT

FIFTEEN (15) INCH INTERVALS.

E. FABRIC SHALL BE ATTACHED TO BRACE RAILS, TENSION WIRE AND

TRUSS RODS WITH TIE-CLIPS AT TWO (2) FOOT INTERVALS.

F. A MAXIMUM GAP OF ONE INCH WILL BE PERMITTED BETWEEN TIE

CHAIN LINE FABRIC AND THE FINAL GRADE.

G. GATE SHALL BE INSTALLED SO LOCKS ARE ACCESSIBLE FROM

BOTH SIDES.

H. GATE HINGE BOLTS SHALL HAVE THEIR THREADS PEENED OR

WELDED TO PREVENT UNAUTHORIZED REMOVAL.

I. CONCRETE TO BE A MINIMUM OF 4,000 PSI AT 7 DAYS. CEMENT

SHALL EXCEED ASTM C150, TYPE IIIA.

3. PROTECTION

UPON COMPLETION OF ERECTION, INSPECT FENCE MATERIAL AND

PAINT FIELD CUTS OR GALVANIZING BREAKS WITH ZINC-BASED PAINT,

COLOR TO MATCH THE GALVANIZED METAL.

APPLICABLE STANDARDS

ASTM-A120 SPECIFICATION FOR PIPE, STEEL BLACK AND HOT-DIPPED

ZINC COATED (GALVANIZED) WELDED AND SEAMLESS, FOR

ORDINARY USES.

ASTM-A123 ZINC (HOT-DIP GALVANIZED) COATING ON IRON AND STEEL

PRODUCTS.

ASTM-A153 STANDARD SPECIFICATION FOR ZINC COATING (HOT-DIP) ON

IRON AND STEEL HARDWARE.

ASTM-A392 SPECIFICATION FOR ZINC-COATED STEEL CHAIN LINK FENCE

FABRIC.

ASTM-A491 SPECIFICATION FOR ALUMINUM-COATED STEEL CHAIN LINK

FENCE FABRIC

ASTM-A525 STANDARD SPECIFICATION FOR STEEL SHEET ZINC COATED

(GALVANIZED) BY THE HOT-DIPPED PROCESS. ASTM-A570

SPECIFICATION FOR HOT-ROLLED CARBON STEEL SHEET AND

STRIP. STRUCTURAL QUALITY.

ASTM-A535 SPECIFICATION FOR ALUMINUM COATED STEEL BARBED

WIRE.

FEDERAL SPECIFICATION RR-F-191- FENCING, WIRE AND POST METAL

(AND GATES, CHAIN LINK FENCE FABRIC, AND ACCESSORIES)

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Certification & Seal:

SHEET

NUMBER

PROJECT

NUMBER

ISSUE

PHASE

DATE

ISSUED

SHEET TITLE:

PROJECT TITLE:

PROJECT INFORMATION:

61584

WTJX TOWER

9342+8W9 CHARLOTTE AMALIE WEST

ST THOMAS, USVI

FINAL 09/26/2025

MARK DATE DESCRIPTION

A 06/20/25 PRELIMINARY CDs ISSUED

I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed

Professional Engineer under the laws of the U.S. Virgin Islands.

DOCUMENT MUST CONTAIN ORIGINAL

EMBOSSED SEAL TO BE VALID

Signature: Date:

9/26/2025

0 09/26/25 FINAL CDs ISSUED

GENERAL NOTES

GN-1

DIVISION 3: CONCRETE

SECTION 03000 - BASIC CONCRETE MATERIALS AND METHODS

PART 1 - GENERAL

1. WORK INCLUDED FORM WORK, REINFORCEMENT, ACCESSORIES,

CAST-IN-PLACE CONCRETE, FINISHING, AND CURING.

2. INSPECTIONS

A. CONTRACTOR IS RESPONSIBLE FOR SCHEDULING BUILDING

DEPARTMENT INSPECTIONS REQUIRED FOR HIS SCOPE OF WORK.

B. ALL REINFORCING STEEL SHALL BE INSPECTED AND APPROVED BY

THE CARRIER CONSTRUCTION MANAGER, OR THEIR DESIGNEE,

PRIOR TO PLACEMENT OF CONCRETE.

C. THE CARRIER CONSTRUCTION MANAGER SHALL BE NOTIFIED NO

LESS THAN 48 HOURS IN ADVANCE OF CONCRETE POURS.

3. QUALITY ASSURANCE

A. CONSTRUCT AND ERECT CONCRETE FORM WORK IN ACCORDANCE

WITH ACI 301 AND ACI 318.

B. PERFORM CONCRETE REINFORCING WORK IN ACCORDANCE WITH

ACI 301, ACI 318, AND ASTM A184.

C. PERFORM CAST-IN-PLACE CONCRETE WORK IN ACCORDANCE WITH

ACI 301, ACI 318, AND ACI 117-90.

D. OPEN FOUNDATION TRENCHES SHALL BE INSPECTED BY MES PRIOR

TO CONCRETE INSTALLATION.

4. SUBMITTALS SUBMIT CONCRETE MIX AND REINFORCING STEEL SHOP

DRAWINGS FOR APPROVAL BY CARRIER CONSTRUCTION

MANAGER/ENGINEER. THE SHOP DRAWINGS SHALL BE SUBMITTED IN

THE FORM OF TWO (2) CONCRETE MIX DESIGN INFORMATION SHEETS

AND TWO (2) BLUE LINE DRAWINGS FOR REINFORCING STEEL.

PART 2 - PRODUCTS

1. REINFORCEMENT MATERIALS

A. REINFORCEMENT STEEL, ASTM A615, 60 ksi YIELD GRADE, DEFORMED BILLET STEEL BARS, PLAIN FINISH.

B. WELDED STEEL WIRE FABRIC ASTM A185 PLAIN TYPE, IN FLAT

SHEETS, PLAIN FINISH.

C. CHAIRS, BOLSTERS, BAR SUPPORTS, SPACERS. SIZED AND SHAPED

FOR SUPPORTS OF REINFORCING.

D. FABRICATE CONCRETE REINFORCING IN ACCORDANCE WITH ACI

315, ACI 318, ASTM A184

2. CONCRETE MATERIALS

A. CEMENT: ASTM C150, PORTLAND TYPE

B. FINE AND COURSE AGGREGATES: ASTM C33 - MAXIMUM SIZE OF

CONCRETE AGGREGATE SHALL NOT EXCEED; ONE (1) INCH SIZE

SUITABLE FOR INSTALLATION METHOD UTILIZED OR ONE-THIRD

CLEAR DISTANCE BEHIND OR BETWEEN REINFORCING.

C. WATER: CLEAN AND NOT DETRIMENTAL TO CONCRETE

D. AIR ENTRAINING ADMIXTURE: ASTM C260

E. BONDING AGENT: LATEX EMULSION FOR BONDING NEW TO OLD

CONCRETE AS MANUFACTURED BY DAYTON SUPERIOR.

F. NON-SHRINK GROUT: PREMIXED COMPOUND CONSISTING OF

NONMETALLIC AGGREGATE. CEMENT, WATER REDUCING AND

PLASTICIZING AGENTS.

3. CONCRETE MIX

A. CONCRETE MATERIALS SHALL CONFORM TO THE APPROPRIATE

A.C.I. REQUIREMENTS FOR EXPOSED STRUCTURAL CONCRETE.

B. MIX AND DELIVER CONCRETE IN ACCORDANCE WITH ASTM C94, ALT.

3.

C. PROPORTIONS OF CONCRETE MATERIALS SHALL BE SUITABLE FOR

THE INSTALLATION METHOD UTILIZED AND SHALL RESULT IN

DURABLE CONCRETE FOR LOCAL ANTICIPATED AGGRESSIVE

ACTIONS. THE DURABILITY REQUIREMENTS OF ACI 318 CHAPTER 4

SHALL BE SATISFIED BASED ON THE CONDITIONS EXPECTED AT

THE SITE. PROVIDE CONCRETE AS FOLLOWS:

1. COMPRESSIVE STRENGTH: 4000 psi AT 7 DAYS.

2. SLUMP: 3 INCHES

PART 3 - EXECUTION

1. INSERTS, EMBEDDED COMPONENTS AND OPENINGS

A. THE CONTRACTOR SHALL COORDINATE AND CROSS-CHECK

ARCHITECTURAL, BUILDING & ELECTRICAL DRAWINGS FOR

OPENINGS, SLEEVES, ANCHORS, HANGERS, AND OTHER ITEMS

RELATED TO CONCRETE WORK AND SHALL ASSUME FULL

RESPONSIBILITY FOR THE PROPER LOCATION BEFORE PLACING

CONCRETE

B. PROVIDE FORMED OPENINGS WHERE REQUIRED FOR WORK TO BE

EMBEDDED IN AND PASSING THROUGH CONCRETE MEMBERS.

C. COORDINATE WORK OF OTHER SECTIONS IN FORMING AND

SETTING OPENING, SLOTS, RECESSES, CHASES, SLEEVES, BOLTS,

ANCHORS, AND OTHER INSERTS.

D. INSTALL CONCRETE ACCESSORIES STRAIGHT, LEVEL AND PLUMB.

2. REINFORCEMENT PLACEMENT

A. PLACE REINFORCEMENT, SUPPORTED AND SECURED AGAINST

DISPLACEMENT.

B. ENSURE REINFORCING IS CLEAN, FREE OF LOOSE SCALE, DIRT, OR

OTHER FOREIGN COATINGS.

C. WELDING IS PROHIBITED ON REINFORCING STEEL AND

EMBEDMENTS.

D. MINIMUM CONCRETE COVER FOR REINFORCING SHALL BE 3 INCHES

UNLESS OTHERWISE NOTED.E. CONCRETE COVER FROM TOP OF

FOUNDATION TO ENDS OF VERTICAL REINFORCEMENT SHALL NOT

EXCEED 3 INCHES NOR BE LESS THAN 2INCHES.

3. PLACING CONCRETE

A. VIBRATE ALL CONCRETE.

B. ALL CONCRETE WORK SHALL ADHERE TO THE LATEST A.C.I

STANDARDS FOR WINTER POURING AND CURING PROCEDURES IF

SEASONAL CONDITIONS APPLY

4. CURING

A. AFTER PLACEMENT, PROTECT CONCRETE FROM PREMATURE

DRYING.

B. MAINTAIN CONCRETE WITH MINIMAL MOISTURE LOSS AT

RELATIVELY CONSTANT TEMPERATURE FOR A PERIOD NECESSARY

FOR HYDRATION OF CEMENT AND HARDENING OF CONCRETE.

5. PROVIDE HAND RUBBED SMOOTH FINISH TO ALL EXPOSED VERTICAL

FORMED CONCRETE SURFACES.

6. FIELD QUALITY CONTROL

A. SUBMIT THREE (3) CONCRETE TEST CYLINDERS - TAKEN FOR EVERY

15 CUBIC YARD OR LESS. SUBMIT CONCRETE TESTS TO THE

PROJECT MANAGER IN ACCORDANCE WITH ASTM , C-31 AND C-39.

B. SUBMIT ONE (1) ADDITIONAL TEST CYLINDER - TAKEN DURING COLD

WEATHER POURS, AND CURED ON JOB SITE UNDER SAME

CONDITIONS AS CONCRETE IT REPRESENTS.

C. SUBMIT ONE (1) SLUMP TEST - TAKEN FOR EACH SET OF TEST

CYLINDERS TAKEN.

7. DEFECTIVE CONCRETE MODIFY OR REPLACE CONCRETE NOT

CONFORMING TO REQUIRED LINES, DETAILS OR ELEVATIONS AT COST

OF GC, AS DIRECTED BY ARCHITECT/ENGINEER.

DIVISION 5: METALS

SECTION 05000 - METALS

PART 1 - GENERAL

1. SECTION INCLUDES:

STRUCTURAL STEEL FRAMING MEMBERS, BASE PLATES, PLATES, BARS

AND GROUTING UNDER BASE PLATES.

2. SUBMITTALS:

SHOP DRAWINGS: INDICATE SIZES, SPACING, AND LOCATIONS OF

STRUCTURAL MEMBERS, OPENINGS, CONNECTIONS, CAMBERS,

LOADS, AND WELDED SECTIONS.

3. QUALITY ASSURANCE:

A. FABRICATE STRUCTURAL STEEL MEMBERS IN ACCORDANCE WITH

AISC SPECIFICATIONS FOR THE DESIGN, FABRICATION AND

ERECTION OF STRUCTURAL STEEL FOR BUILDINGS.

B. PERFORM DESIGN UNDER DIRECT SUPERVISION OF A

PROFESSIONAL STRUCTURAL ENGINEER LICENSED IN THE STATE.

PART 2 - PRODUCTS

1. MATERIALS:

A. STRUCTURAL STEEL MEMBERS: ASTM A572, GRADE 50

B. STRUCTURAL TUBING: ASTM A500, GRADE B

C. PIPE: ASTM A53, TYPE E OR S, GRADE B

D. BOLTS, NUTS, AND WASHERS: ASTM A325

E. ANCHOR BOLTS: ASTM A307

F. WELDING MATERIALS: AWS D1.1, TYPE REQUIRED FOR MATERIALS

BEING WELDED

G. GROUT: NON-SHRINK TYPE, PREMIXED COMPOUND CONSISTING OF

NONMETALLIC AGGREGATE, CEMENT, WATER REDUCING AND

PLASTICIZING ADDITIVES, CAPABLE OF DEVELOPING MINIMUM

COMPRESSIVE STRENGTH OF 7000 psi AT 28 DAYS.

H. SHOP AND TOUCH-UP PRIMER: SSPC 15, TYPE 1, RED OXIDE

I. TOUCH-UP PRIMER FOR GALV. SURFACES: ZINC RICH TYPE

2. FABRICATION: CONTINUOUSLY SEAL JOINTED MEMBERS BY

CONTINUOUS WELDS. GRIND EXPOSED WELDS SMOOTH.

3. FINISH:

A. PREPARE STRUCTURAL COMPONENT SURFACES IN ACCORDANCE

WITH SSPC SP-1 TO SP-10 PROCEDURES.

B. STRUCTURAL STEEL MEMBERS SHALL BE HOT DIPPED GALVANIZED.

PART 3 - EXECUTION

1. EXAMINATION AND PREPARATION:

VERIFY THAT THE FIELD CONDITIONS ARE ACCEPTABLE.

2. ERECTION:

A. ALLOW FOR ERECTION LOADS. PROVIDE TEMPORARY BRACING TO

MAINTAIN FRAMING IN ALIGNMENT UNTIL COMPLETION OF

ERECTION AND INSTALLATION OF PERMANENT BRIDGING AND

BRACING.

B. FIELD WELD COMPONENTS INDICATED ON SHOP DRAWINGS.

C. DO NOT FIELD CUT OR ALTER STRUCTURAL MEMBERS WITHOUT

APPROVAL OF THE ARCHITECT/ENGINEER.

D. AFTER ERECTION, TOUCH-UP WELDS, ABRASIONS, AND SURFACES

NOT SHOP PRIMED OR GALVANIZED WITH TOUCH-UP PRIMERS AS

SPECIFIED UNDER SECTION 05000,-METALS, PART 2 - PRODUCTS, H

& I. SURFACES TO BE IN CONTACT WITH CONCRETE NOT INCLUDED.

3. FIELD QUALITY CONTROL: FIELD INSPECTION OF MEMBERS,

CONNECTIONS, WELDS AND TORQUING.

DIVISION 16: ELECTRICAL

SECTION 16050 - BASIC ELECTRICAL MATERIALS AND METHODS

1. CONTRACTOR SHALL REVIEW THE CONTRACT DOCUMENTS PRIOR TO

ORDERING THE ELECTRICAL EQUIPMENT AND STARTING THE ACTUAL

CONSTRUCTION. CONTRACTOR SHALL ISSUE A WRITTEN NOTICE OF

ALL FINDINGS TO THE ARCHITECT LISTING ANY DISCREPANCIES OR

CONFLICTING INFORMATION.

2. ELECTRICAL PLANS, DETAILS AND DIAGRAMS ARE DIAGRAMMATIC

ONLY. VERIFY EXACT LOCATIONS AND MOUNTING HEIGHTS OF

ELECTRICAL EQUIPMENT WITH OWNER PRIOR TO INSTALLATION.

3. EACH CONDUCTOR OF EVERY SYSTEM SHALL BE PERMANENTLY

TAGGED IN EACH PANELBOARD, PULLBOX, JUNCTION BOX, SWITCH

BOX, ETC. THE TYPE OF TAGGING METHODS SHALL BE IN COMPLIANCE

WITH OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION

(O.S.H.A.).

4. ALL MATERIALS AND EQUIPMENT SHALL BE NEW AND IN GOOD

WORKING CONDITION WHEN INSTALLED AND SHALL BE OF THE BEST

GRADE AND OF THE SAME MANUFACTURER THROUGHOUT FOR EACH

CLASS OR GROUP OF EQUIPMENT. MATERIALS SHALL BE LISTED "J"

WHERE APPLICABLE. MATERIALS SHALL MEET WITH APPROVAL OF ALL

GOVERNING BODIES HAVING JURISDICTION. MATERIALS SHALL BE

MANUFACTURED IN ACCORDANCE WITH APPLICABLE STANDARDS

ESTABLISHED BY ANSI, NEMA, NBFU AND "UL" LISTED.

5. ALL CONDUIT SHALL HAVE A PULL CORD.

6. PROVIDE PROJECT MANAGER WITH ONE SET OF COMPLETE

ELECTRICAL "AS INSTALLED" DRAWINGS AT THE COMPLETION OF THE

JOB, SHOWING ACTUAL DIMENSIONS, ROUTINGS, AND CIRCUITS.

7. ALL CIRCUIT BREAKERS, FUSES AND ELECTRICAL EQUIPMENT SHALL

HAVE AN INTERRUPTING SHORT CIRCUIT CURRENT TO WHICH THEY

MAY BE SUBJECTED, AND A MINIMUM OF 10,000 A.I.C.

8. THE ENTIRE ELECTRICAL INSTALLATION SHALL BE GROUNDED AS

REQUIRED BY UBC, NEC AND ALL APPLICABLE CODES.

9. PATCH, REPAIR AND PAINT ANY AREA THAT HAS BEEN DAMAGED IN

THE COURSE OF THE ELECTRICAL WORK.

10. PLASTIC PLATES FOR ALL SWITCHES, RECEPTACLES, TELEPHONE

AND BLANKED OUTLETS SHALL HAVE ENGRAVED LETTERING WHERE

INDICATED ON THE DRAWINGS. WEATHERPROOF RECEPTACLES

SHALL HAVE SIERRA #WPD-8 LIFT COVER PLATES.

SECTION 16400 - SERVICE AND DISTRIBUTION

1. WIRE AND CABLE CONDUCTORS SHALL BE COPPER, 600V, TYPE THHN

OR THWN, WITH A MIN. SIZE OF #12 AWG, COLOR CODED. ALL

RECTIFIER DROPS SHALL BE STRANDED TO ACCEPT CRIMP

CONNECTORS.

2. ALL CHEMICAL GROUND RODS SHALL BE "UL" APPROVED.

3. METER SOCKET AMPERES, VOLTAGE, NUMBER OF PHASES SHALL BE A

NOTED ON THE DRAWINGS. MANUFACTURED BY MILBANK OR

APPROVED EQUAL, AND SHALL BE UTILITY COMPANY APPROVED.

4. CONDUIT:

A. RIGID CONDUIT SHALL BE U.L. LABEL GALVANIZED ZINC COATED

WITH GALVANIZED ZINC INTERIOR AND SHALL BE USED WHEN

INSTALLED IN OR UNDER CONCRETE SLABS, IN CONTACT WITH THE

EARTH, UNDER PUBLIC ROADWAYS, IN MASONRY WALLS OR

EXPOSED ON BUILDING EXTERIOR RIGID CONDUIT IN CONTACT

WITH EARTH SHALL BE 2/2 LAPPED WRAPPED WITH HUNTS WRAP

PROCESS NO. 3.

B. ELECTRICAL METALLIC TUBING SHALL HAVE U.L. LABEL, FITTING

SHALL BE GLAND RING COMPRESSION TYPE.

C. FLEXIBLE METALLIC CONDUIT SHALL HAVE U.L. LISTED LABEL AND

MAY BE USED WHERE PERMITTED BY CODE. FITTINGS SHALL BE

"JAKE" OR "SQUEEZE" TYPE. ALL FLEXIBLE CONDUITS SHALL HAVE

FULL LENGTH GROUND WIRE.

D. ALL UNDERGROUND CONDUIT SHALL BE AS NOTED ON THE

DRAWINGS AT A MINIMUM DEPTH OF 30" BELOW GRADE. IT IS

REQUIRED AND WILL BE THE RESPONSIBILITY OF THE ELECTRICAL

CONTRACTOR TO NOTIFY THE UTILITY CLEARANCE HOTLINE

(DIGGER'S HOTLINE OR OTHER SUCH NOTIFYING AGENCY)

SEVENTY-TWO (72) BUSINESS HOURS PRIOR TO DIGGING.

5. CONTRACTOR TO COORDINATE WITH UTILITY COMPANY FOR

CONNECTION OF TEMPORARY AND PERMANENT POWER TO THE SITE.

THE TEMPORARY POWER AND ALL HOOKUP COSTS ARE TO BE PAID BY

THE CONTRACTOR.

6. ALL ELECTRICAL EQUIPMENT SHALL BE LABELED WITH PERMANENT

ENGRAVED PLASTIC LABELS WITH WHITE ON BLUE BACKGROUND

LETTERING (MINIMUM LETTER HEIGHT SHALL BE 1/4-INCH).

NAMEPLATES SHALL BE FASTENED WITH STAINLESS STEEL SCREWS,

NOT ADHESIVE.

7. UPON COMPLETION OF WORK, CONDUCT CONTINUITY, SHORT

CIRCUIT, AND FALL POTENTIAL GROUNDING TESTS BY AN

INDEPENDENT TESTING SERVICE ENGAGED BY THE CONTRACTOR

SHALL BE SUBMITTED FOR APPROVAL. SUBMIT TEST REPORTS TO

PROJECT MANAGER. CLEAN PREMISES OF ALL DEBRIS RESULTING

FROM WORK AND LEAVE WORK IN A COMPLETE AND UNDAMAGED

CONDITION.

8. GROUNDING ELECTRODE SYSTEM

A. PREPARATION

1. SURFACE PREPARATION: ALL CONNECTIONS SHALL BE MADE TO

BARE METAL. ALL PAINTED SURFACES SHALL BE FIELD

INSPECTED AND MODIFIED TO ENSURE PROPER CONTACT. NO

WASHERS ARE ALLOWED BETWEEN THE ITEMS BEING

GROUNDED. ALL CONNECTIONS ARE TO HAVE A NON-OXIDIZING

AGENT APPLIED PRIOR TO INSTALLATION.

2. GROUND BAR PREPARATION: ALL COPPER GROUND BARS SHALL

BE CLEANED, POLISHED AND A NON-OXIDIZING AGENT APPLIED.

NO FINGERPRINTS OR DISCOLORED COPPER WILL BE

PERMITTED.

3. SLEEVES: ALL GROUNDING CONDUCTORS SHALL RUN THROUGH

PVC SLEEVES WHEREVER CONDUCTORS RUN THROUGH WALLS,

FLOORS OR CEILINGS. IF CONDUCTORS MUST RUN THROUGH

EMT, BOTH ENDS OF CONDUIT SHALL BE GROUNDED. SEAL

BOTH ENDS OF CONDUIT WITH SILICONE CAULK.

B. GROUND BARS

1. ALL GROUND BARS SHALL BE 1/4-INCH THICK TINNED COPPER

PLATE AND OF SIZE INDICATED ON DRAWINGS.

2. ALL CONNECTIONS TO THE GROUND BARS SHALL OBSERVE THE

FOLLOWING SEQUENCE:

A. BOLT-HEAD

B. 2-HOLE LUG

C. NON-OX (ANTI-OXIDATION COMPOUND)

D. TINNED COPPER BUSS BAR

E. NON-OX (ANTI-OXIDATION COMPOUND)

F. STAR WASHER

G. NUT

C. EXTERNAL CONNECTIONS

1. ALL BURIED GROUNDING CONNECTIONS SHALL BE MADE BY THE

EXOTHERMIC WELD PROCESS. CONNECTIONS SHALL INCLUDE

ALL CABLE TO CABLE, SPLICES, TEE'S, CROSSES, ETC. ALL

CABLE TO GROUND RODS, GROUND ROD SPLICES AND

LIGHTNING PROTECTION SYSTEMS ARE TO BE AS INDICATED.

ALL MATERIALS USED (MOLDS, WELDING METAL, TOOLS, ETC.)

SHALL BE BY "CADWELD" AND INSTALLED PER MANUFACTURER'S

RECOMMENDED PROCEDURES.

2. ALL ABOVE GRADE GROUNDING AND BONDING CONDUCTORS

SHALL BE CONNECTED BY TWO HOLE CRIMP TYPE

(COMPRESSION) CONNECTIONS (EXCEPT FOR THE ACEG AND

GROUND ROD) MECHANICAL CONNECTIONS, FITTINGS OR

CONNECTIONS THAT DEPEND SOLELY ON SOLDER SHALL NOT BE

USED. ALL CABLE TO CABLE CONNECTIONS SHALL BE HIGH

PRESSURE DOUBLE CRIMP TYPE CONNECTIONS.CONNECTIONS

TO STRUCTURAL STEEL SHALL BE EXOTHERMIC WELDS.

D. GROUND RODS ALL GROUND RODS SHALL BE 5/8-INCH DIAMETER X

10'-0" LONG "COPPERED" OR APPROVED EQUAL, OF THE NUMBER

AND LOCATIONS INDICATED. GROUND RODS SHALL BE DRIVEN

FULL LENGTH VERTICAL IN UNDISTURBED EARTH.

E. GROUND CONDUCTORS ALL GROUND CONDUCTORS SHALL BE

STANDARD TINNED SOLID BARE COPPER ANNEALED, AND OF SIZE

INDICATED ON DRAWINGS UNLESS NOTED OTHERWISE.

F. LUGS

1. LUGS SHALL BE 2-HOLE, LONG BARREL, STRAND COPPER UNLESS

OTHERWISE SPECIFIED IN THE CONTRACT DOCUMENTS. LUGS

SHALL BE THOMAS AND BETTS SERIES #548 BE OR EQUIVALENT

MINIMUM BENDING

A. 535 MCM DLO 54880BE

B. 262 MCM DLO 54872BE

C. #1/0 DLO 54862BE

D. #4/0 THWN AND BARE 54866BE

E. #2/0 THWN 54862BE

F. #2 THHN 54207BE

G. #6 DLO 54205BE

2. WHEN THE DIRECTION OF THE CONDUCTOR MUST CHANGE, IT

SHALL BE DONE GRADUALLY. THE CURVATURE OF THE TURN

SHALL BE DONE IN ACCORDANCE WITH THE FOLLOWING CHART:

GROUNDING CONDUCTOR SIZE RADIUS TO INSIDE EDGE

NO. 6 AWG TO NO. 4 AWG 6 INCHES

NO. 2 AWG TO NO. 1/0 AWG 8 INCHES

NO. 2/0 AWG TO 4/0 MCM 12 INCHES

250 MCM TO 750 MCM 24 INCHES

G. GROUND RING

1. THE EXTERNAL GROUND RING ENCIRCLING THE TOWER (IF

APPLICABLE) AND BETWEEN THE EQUIPMENT SHELTER

PLATFORM ANCHORS SHALL BE MINIMUM NO. 2 A.W.G. SOLID

TINNED BARE COPPER CONDUCTORS IN DIRECT CONTACT WITH

THE EARTH AT THE DEPTH INDICATED ON THE DRAWINGS.

CONDUCTOR BENDS SHALL HAVE A MINIMUM BENDING RADIUS

OF EIGHT (8) INCHES.

2. ALL EXTERNAL GROUND RINGS ARE TO BE JOINED TOGETHER

AND ALL CONNECTIONS MUST BE CADWELDED. NO LUGS OR

CLAMPS WILL BE ACCEPTED.

H. FENCE/GATE GROUND EACH GATE POST, CORNER POST AND GATE

AS INDICATED ON DRAWING GROUND CONNECTIONS TO FENCE

POSTS AND ALL OTHER CONNECTIONS FOR THE GROUND GRID

SYSTEM SHALL BE MADE BY EXOTHERMIC WELD PROCESS, AND

INSTALLED PER MANUFACTURER'S RECOMMENDATIONS AND

PROCEDURES, AND SPRAYED WITH COLD GALVANIZED PAINT.

9. I.E.E.E. FALL POTENTIAL TESTS

A. FOR RAW LAND SITE

1. GROUND TESTS SHALL BE PERFORMED AS INDICATED ON

DRAWINGS. A BIDDLE GROUND OHMER OR THE METHOD OF

USING TWO AUXILIARY GROUND RODS (AS DESCRIBED IN I.E.E.E.

STANDARDS NO. 81-1983, PART 1) MAY BE USED. THE I.E.E.E.

METHOD REQUIRES THE USE OF AN A.C. TEST CURRENT. THE

AUXILIARY TEST RODS MUST BE SUFFICIENTLY FAR AWAY FROM

THE ROD UNDER TEST SO THAT THE REGIONS IN WHICH THEIR

RESISTANCE IS LOCALIZED DO NOT OVERLAP. THE TEST POINT

WILL BE THE GROUND ROD AND WILL CONSIST OF THE THREE

POINT FALL OF POTENTIAL MEGGER TEST METHOD, USING THE

BIDDLE NULL-BALANCE EARTH TESTER (MEGGER #250220-2 OR

EQUIVALENT)

2. CONTRACTOR TO CONDUCT GROUND RESISTANCE TEST IN THE

FORMAT AS FOLLOWS:

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Certification & Seal:

SHEET

NUMBER

PROJECT

NUMBER

ISSUE

PHASE

DATE

ISSUED

SHEET TITLE:

PROJECT TITLE:

PROJECT INFORMATION:

61584

WTJX TOWER

9342+8W9 CHARLOTTE AMALIE WEST

ST THOMAS, USVI

FINAL 09/26/2025

MARK DATE DESCRIPTION

A 06/20/25 PRELIMINARY CDs ISSUED

I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed

Professional Engineer under the laws of the U.S. Virgin Islands.

DOCUMENT MUST CONTAIN ORIGINAL

EMBOSSED SEAL TO BE VALID

Signature: Date:

9/26/2025

0 09/26/25 FINAL CDs ISSUED

GN-2

A. EQUIPMENT PAD

1. FIRST TEST - SHALL BE WITH FOUR GROUND RODS INSTALLED,

ONE AT EACH CORNER OF THE PAD BUT NOT CONNECTED TO

THE MAIN GROUNDING BUS. FURNISH WIRE TO CONNECT

(TEMPORARY CLAMP) ALL FOUR GROUND RODS TOGETHER TO

MAKE A SYSTEM TEST AFTER EACH ROD IS INDIVIDUALLY

TESTED. IF ANY INDIVIDUAL ROD TESTS 25 OHMS OR MORE,

THE ELECTRICAL CONTRACTOR AND OWNER'S

REPRESENTATIVE SHOULD BE NOTIFIED SO THAT THE ROD CAN

BE DRIVEN DEEPER UNTIL ALL FOUR RODS HAVE A RESISTANCE

OF 10 OHMS OR LESS ON A DRY DAY.

2. SECOND TEST - SHALL BE WITH THE GROUND RODS

CONNECTED, WITH DRY SOIL AND WHEN NO STANDING WATER

HAS BEEN PRESENT FOR THE PAST TEN (10) DAYS. THE

MAXIMUM ALLOWABLE READING IS 5 OHMS TO GROUND. IF THE

RESISTANCE OF THE ENTIRE SYSTEM EXCEEDS 5 OHMS,

NOTIFY THE CONTRACTOR AND OWNER'S REPRESENTATIVE SO

THAT ADDITIONAL AND/OR DEEPER RODS CAN BE INSTALLED.

B. TOWER

1. FIRST TEST - SHALL BE WITH THREE GROUND RODS INSTALLED

(MINIMUM), EQUALLY SPACED AROUND THE TOWER

FOUNDATION, BUT NOT CONNECTED TO THE SHELTER PAD

EXTERNAL GROUND RING. FURNISH WIRE TO CONNECT

(TEMPORARY CLAMP) ALL THREE GROUND RODS TOGETHER TO

MAKE A SYSTEM TEST AFTER EACH ROD IS INDIVIDUALLY

TESTED. IF ANY INDIVIDUAL ROD TESTS 25 OHMS OR MORE,

NOTIFY THE CONTRACTOR AND OWNER'S REPRESENTATIVE SO

THAT THE ROD CAN BE DRIVEN DEEPER UNTIL ALL THREE (3)

RODS HAVE A RESISTANCE OF 10 OHMS OR LESS ON A DRY

DAY.

2. SECOND TEST - SHALL BE WITH THE GROUND RODS

CONNECTED, WITH DRY SOIL AND WHEN NO STANDING WATER

HAS BEEN PRESENT FOR THE PAST TEN (10) DAYS , THE

MAXIMUM ALLOWABLE READING IS 5 OHMS TO GROUND. IF THE

RESISTANCE OF THE ENTIRE SYSTEM EXCEEDS 5 OHMS THE

ELECTRICAL CONTRACTOR AND OWNER'S REPRESENTATIVE

SHOULD BE NOTIFIED SO THAT EITHER ADDITIONAL AND/OR

DEEPER RODS CAN BE INSTALLED.

C. EQUIPMENT PAD AND TOWER

1. AFTER THE EQUIPMENT PAD AND TOWER GROUND RESISTANCE

TEST IS COMPLETED, CONTRACTOR SHALL TIE EQUIPMENT PAD

EXTERNAL GROUND RING AND TOWER EXTERNAL GROUND

RING TOGETHER. AFTER FIRST AND SECOND TEST ALL

CONNECTIONS MUST BE MADE USING EXOTHERMIC WELD. NO

LUGS OR CLAMPS WILL BE ACCEPTED.

2. AFTER ALL THE EXTERNAL GROUND RINGS ARE TIED

TOGETHER, COMPLETE A MEGGER CHECK OF THE GROUND

SYSTEM SHOULD BE DONE. THE MAXIMUM ALLOWABLE

LEADING IS 5 OHMS TO GROUND. 10. GROUNDING RESISTANCE

TEST REPORT UPON COMPLETION OF THE TESTING FOR EACH

SITE, A TEST REPORT SHOWING RESISTANCE IN OHMS WITH

AUXILIARY POTENTIAL ELECTRODES AT 5 FEET AND 10 FEET

INTERVALS UNTIL THE AVERAGE RESISTANCE STARTS

INCREASING AND ALSO NOTE THAT 10-15 PHOTOS MUST BE

TAKEN TO PROOF ENTIRE EXTERNAL GROUND RING SYSTEM

BEFORE BACKFILL. TWO (2) SETS OF TEST DOCUMENTS ARE OF

THE INDEPENDENT TESTING SERVICE TO BE BOUND AND

SUBMITTED WITHIN ONE (1) WEEK OF WORK COMPLETION.

10. GROUNDING RESISTANCE TEST REPORT UPON COMPLETION OF THE

TESTING FOR EACH SITE, A TEST REPORT SHOWING RESISTANCE IN

OHMS WITH AUXILIARY POTENTIAL ELECTRODES AT 5 FEET AND 10

FEET INTERVALS UNTIL THE AVERAGE RESISTANCE STARTS

INCREASING AND ALSO NOTE THAT 10-15 PHOTOS MUST BE TAKEN TO

PROOF ENTIRE EXTERNAL GROUND RING SYSTEM BEFORE BACKFILL.

TWO (2) SETS OF TEST DOCUMENTS ARE OF THE INDEPENDENT

TESTING SERVICE TO BE BOUND AND SUBMITTED WITHIN ONE (1)

WEEK OR WORK COMPLETION.

SECTION 16503 - POLES, POSTS, AND STANDARDS

(SINGLE MAST AND SELF SUPPORTING TOWERS)

1. GENERAL

A. LIGHTNING ROD AND EXTENSION PIPE INCLUDING ALL

APPURTENANCES, TO BE FURNISHED BY OWNER, IF REQUIRED.

B. PROVIDE TEMPORARY LIGHTING FOR TOWER AS PER FAA

REGULATIONS DURING CONSTRUCTION, IF REQUIRED.

C. GROUNDING: GROUND TOWER WITH A MINIMUM OF #2 AWG

TINNED SOLID BARE COPPER CONDUCTOR CADWELDED TO

TOWER BASE PLATE. TWO (2) GROUNDING LEADS PER TOWER

BASE PLATE. NON-EXOTHERMIC WELDS SHALL BE ATTACHED

DIRECTLY TO THE MONOPOLE TOWER SHAFT.

SECTION 16745 - TELECOMMUNICATIONS WIRING COMPONENTS

(COAXIAL ANTENNA CABLE)

1. GENERAL

A. ALL MATERIALS, PRODUCTS OR PROCEDURES INCORPORATED

INTO WORK SHALL BE NEW AND OF STANDARD COMMERCIAL

QUALITY.

B. CERTAIN MATERIALS AND PRODUCTS WILL BE SUPPLIED BY THE

OWNER (REFER TO GENERAL CONDITIONS FOR THE LIST OF

OWNER FURNISHED EQUIPMENT, MATERIALS AND SUPPLIES FOR

THESE ITEMS). THE CONTRACTOR IS RESPONSIBLE FOR PICKUP

AND DELIVERY OF ALL SUCH MATERIALS

C. ALL OTHER MATERIALS AND PRODUCTS SPECIFIED IN THE

CONTRACT DOCUMENTS SHALL BE SUPPLIED BY THE

CONTRACTOR.

2. MATERIALS:

A. COAXIAL CABLE:

1. INSTALL COAXIAL CABLE AND TERMINATIONS BETWEEN

ANTENNAS AND EQUIPMENT PER MANUFACTURER'S

RECOMMENDATIONS WITH COAXIAL CABLES SUPPORTED AT NO

MORE THAN 3'-0" O.C. WEATHERPROOF ALL CONNECTORS

BETWEEN THE ANTENNA AND EQUIPMENT PER

MANUFACTURERS' REQUIREMENTS. TERMINATE ALL COAXIAL

CABLE THREE (3) FEET IN EXCESS OF EQUIPMENT LOCATION

UNLESS OTHERWISE STATED.

2. ALL COAX RUN LENGTHS SHALL BE PER RF APPROVED DESIGN.

3. ANTENNA AND COAXIAL CABLE GROUNDING

A. ALL COAXIAL CABLE GROUNDING KITS ARE TO BE INSTALLED ON

STRAIGHT RUNS OF COAXIAL CABLE (NOT WITHIN BENDS)

4. COAXIAL CABLE IDENTIFICATION

A. TO PROVIDE EASY IDENTIFICATION AND UNIFORM MARKING OF

ANTENNA CABLING, MARK CABLE:

1. FIRST LOCATION IS AT THE END OF THE COAX NEAREST THE

ANTENNA (WHERE THE COAXIAL CABLE AND JUMPER ARE

CONNECTED).

2. SECOND LOCATION IS INSIDE THE EQUIPMENT SHELTER NEAR

THE WAVEGUIDE ENTRY PORT.

3. THIRD LOCATION IS OUTSIDE THE EQUIPMENT SHELTER NEAR

THE WAVEGUIDE ENTRY PORT.

5. TESTING THE CONTRACTOR IS REQUIRED TO COMPLETE COAX

SWEEPS PER CARRIER REQUIRED GUIDANCE. THE CONTRACTOR TO

PROVIDE 96 HOUR ADVANCED NOTIFICATION TO CARRIER

CONSTRUCTION MANAGER SO THAT OPERATIONS STAFF CAN BE

ON-SITE TO SUPERVISE SWEEPS, IF REQUIRED.

Th is d oc um en t co nt ain s co nf ide nt ial o r pr op rie ta ry in fo rm at ion o f R am ak er

A ss oc iat es , I nc

Ne ith er th is do cu m en t no r th e inf or m at ion h er ein is t o b e re pr od uc ed dis tri bu te d, u se d o r dis clo se d eit he r i n w ho le o r in p ar t ex ce pt a s a ut ho riz ed b y R am ak er a nd

A ss oc iat es , I nc

C op yr ig ht

R am ak er

A ss oc ia te s, In c.

A ll R ig ht s R es er ve d

D R

AW

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:4 4a m

Certification & Seal:

SHEET

NUMBER

PROJECT

NUMBER

ISSUE

PHASE

DATE

ISSUED

SHEET TITLE:

PROJECT TITLE:

PROJECT INFORMATION:

61584

WTJX TOWER

9342+8W9 CHARLOTTE AMALIE WEST

ST THOMAS, USVI

FINAL 09/26/2025

MARK DATE DESCRIPTION

A 06/20/25 PRELIMINARY CDs ISSUED

I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed

Professional Engineer under the laws of the U.S. Virgin Islands.

DOCUMENT MUST CONTAIN ORIGINAL

EMBOSSED SEAL TO BE VALID

Signature: Date:

9/26/2025

0 09/26/25 FINAL CDs ISSUED

GN-3

MOUNTAIN TOP ROAD

EXISTING DISH ON PAD, TYP.

EXISTING BUILDING AND EQUIPMENT ROOM

NORTH

WTJX TOWER:

(39.800278, -89.645556)

LOCATION PLAN - WTJX TOWER 1

11X17 SCALE -

25' 50' 100'

1" = 50' Th is d oc um en t co nt ain s co nf ide nt ial o r pr op rie ta ry in fo rm at ion o f R am ak er

A ss oc iat es , I nc

Ne ith er th is do cu m en t no r th e inf or m at ion h er ein is t o b e re pr od uc ed dis tri bu te d, u se d o r dis clo se d eit he r i n w ho le o r in p ar t ex ce pt a s a ut ho riz ed b y R am ak er a nd

A ss oc iat es , I nc

C op yr ig ht

R am ak er

A ss oc ia te s, In c.

A ll R ig ht s R es er ve d

D R

AW

N

B Y:

A

EM

C H

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A

JK

C

C :\U se rs

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W

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X To w er

_C D s_

.1 9.

.d w g P rin te d by lb al l o n Se p

, 2

- 8

:4 4a m

Certification & Seal:

SHEET

NUMBER

PROJECT

NUMBER

ISSUE

PHASE

DATE

ISSUED

SHEET TITLE:

PROJECT TITLE:

PROJECT INFORMATION:

61584

WTJX TOWER

9342+8W9 CHARLOTTE AMALIE WEST

ST THOMAS, USVI

FINAL 09/26/2025

MARK DATE DESCRIPTION

A 06/20/25 PRELIMINARY CDs ISSUED

I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed

Professional Engineer under the laws of the U.S. Virgin Islands.

DOCUMENT MUST CONTAIN ORIGINAL

EMBOSSED SEAL TO BE VALID

Signature: Date:

9/26/2025

0 09/26/25 FINAL CDs ISSUED

LOCATION PLAN

C-1

PROPOSED ANTENNA CABLES TO FOLLOW

EXISTING ICE BRIDGE ROUTE.

EXISTING PUBLIC

BROADCASTING

BUILDING

EXISTING FENCE

EXISTING EQUIPMENT ROOM

TOWER

LEG A

TOWER

LEG B

TOWER

LEG C

EXISTING 250'-0" SELF-SUPPORT TOWER.

SEE C-4 FOR DETAILS.

EXISTING DISH

±29'-6"

EXISTING SLIDING GATE

EXISTING DISH

EXISTING DISH

EXISTING ICE BRIDGE

EXISTING CABLE PORT AT EQUIPMENT ROOM

NORTH

Th is d oc um en t co nt ain s co nf ide nt ial o r pr op rie ta ry in fo rm at ion o f R am ak er

A ss oc iat es , I nc

Ne ith er th is do cu m en t no r th e inf or m at ion h er ein is t o b e re pr od uc ed dis tri bu te d, u se d o r dis clo se d eit he r i n w ho le o r in p ar t ex ce pt a s a ut ho riz ed b y R am ak er a nd

A ss oc iat es , I nc

C op yr ig ht

R am ak er

A ss oc ia te s, In c.

A ll R ig ht s R es er ve d

D R

AW

N

B Y:

A

EM

C H

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KE

D B

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A

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C

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W

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X To w er

_C D s_

.1 9.

.d w g P rin te d by lb al l o n Se p

, 2

- 8

:4 4a m

Certification & Seal:

SHEET

NUMBER

PROJECT

NUMBER

ISSUE

PHASE

DATE

ISSUED

SHEET TITLE:

PROJECT TITLE:

PROJECT INFORMATION:

61584

WTJX TOWER

9342+8W9 CHARLOTTE AMALIE WEST

ST THOMAS, USVI

FINAL 09/26/2025

MARK DATE DESCRIPTION

A 06/20/25 PRELIMINARY CDs ISSUED

I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed

Professional Engineer under the laws of the U.S. Virgin Islands.

DOCUMENT MUST CONTAIN ORIGINAL

EMBOSSED SEAL TO BE VALID

Signature: Date:

9/26/2025

0 09/26/25 FINAL CDs ISSUED

SITE PLAN

C-2SITE PLAN - WTJX TOWER 1

11X17 SCALE -

7.5' 15' 30'

1" = 15'

EXISTING CABLE PORT

PROPOSED ANTENNA CABLE ROUTE,

UTILIZE EXISTING CABLE TRAY

PROPOSED GROUND BAR ABOVE

EXISTING DOORWAY

EXISTING RACK OR EQUIPMENT (TYP)

PROPOSED RACK. MOUNT 2"x8"

BOARDS DIRECTLY TO FLOOR, AND

MOUNT CABINET TO BOARDS

(SIMILAR TO EXISTING CABINETS).

EXISTING PANELBOARD 'C' FOR

POWER TO PROPOSED RACK.

EXISTING UNUSED CONDUIT FROM

PANELBOARD TO RACK LOCATION

TO BE UTILIZED IF POSSIBLE.

EXISTING PUBLIC BROADCASTING BUILDING

Th is d oc um en t co nt ain s co nf ide nt ial o r pr op rie ta ry in fo rm at ion o f R am ak er

A ss oc iat es , I nc

Ne ith er th is do cu m en t no r th e inf or m at ion h er ein is t o b e re pr od uc ed dis tri bu te d, u se d o r dis clo se d eit he r i n w ho le o r in p ar t ex ce pt a s a ut ho riz ed b y R am ak er a nd

A ss oc iat es , I nc

C op yr ig ht

R am ak er

A ss oc ia te s, In c.

A ll R ig ht s R es er ve d

D R

AW

N

B Y:

A

EM

C H

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D B

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A

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C

C :\U se rs

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W

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X To w er

_C D s_

.1 9.

.d w g P rin te d by lb al l o n Se p

, 2

- 8

:4 4a m

Certification & Seal:

SHEET

NUMBER

PROJECT

NUMBER

ISSUE

PHASE

DATE

ISSUED

SHEET TITLE:

PROJECT TITLE:

PROJECT INFORMATION:

61584

WTJX TOWER

9342+8W9 CHARLOTTE AMALIE WEST

ST THOMAS, USVI

FINAL 09/26/2025

MARK DATE DESCRIPTION

A 06/20/25 PRELIMINARY CDs ISSUED

I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed

Professional Engineer under the laws of the U.S. Virgin Islands.

DOCUMENT MUST CONTAIN ORIGINAL

EMBOSSED SEAL TO BE VALID

Signature: Date:

9/26/2025

0 09/26/25 FINAL CDs ISSUED

EQUIPMENT ROOM LAYOUT

- WTJX TOWER

C-3EQUIPMENT PLAN - WTJX TOWER 2

11X17 SCALE -

2.000' 4' 8'

1/4" = 1'-0"

NORTH

TOWER

LEG A

TOWER

LEG C

BETA SECTOR

AZIMUTH = 90°

(1) CL @ 220' AGL

(1) CL @ 215' AGL

PROPOSED CABLES TO RUN UP

TOWER TO ANTENNAS ON

EXISTING CABLE LADDER

TOWER

LEG B

(1) PROPOSED PANEL ANTENNA

TO BE INSTALLED ON PROPOSED

MOUNTING PIPES CLAMPED TO

EXISTING TOWER LEG C

(1) PROPOSED PANEL ANTENNA

TO BE INSTALLED ON PROPOSED

MOUNTING PIPE CLAMPED TO

EXISTING TOWER LEG A

GAMMA SECTOR

AZIMUTH = 270°

(1) CL @ 220' AGL

(1) CL @ 215' AGL

(1) EXISTING SELF

SUPPORT TOWER

TOWER

LEG C

(1) PROPOSED 6' MW DISH

ANTENNA TO BE INSTALLED

ON PROPOSED MOUNTING

PIPE CLAMPED TO EXISTING

TOWER LEG C

GAMMA SECTOR

AZIMUTH: 266.93° (TRUE NORTH)

280.94° (MAGNETIC NORTH)

(1) CL @ 180'-0" AGL

TOWER

LEG B

TOWER

LEG A

SUPERSECTOR #1 - SINGLE PA

(1) PROPOSED PA ANTENNA TO BE

INSTALLED ON PROPOSED PIPE

MOUNT CLAMPED TO TOWER LEG A

SUPERSECTOR #3 - SINGLE PA

(1) PROPOSED PA ANTENNA TO BE

INSTALLED ON PROPOSED PIPE

MOUNT CLAMPED TO TOWER LEG C

PROPOSED ANTENNAS

@ ± 220'-0" AGL

SUPERSECTOR #2 - DUAL PA

(1) PROPOSED PA ANTENNA TO BE

INSTALLED ON PROPOSED PIPE

MOUNT CLAMPED TO TOWER LEG A

SUPERSECTOR #4 - DUAL PA

(1) PROPOSED PA ANTENNA TO BE

INSTALLED ON PROPOSED PIPE

MOUNT CLAMPED TO TOWER LEG C

PROPOSED ANTENNAS

@ ± 215'-0" AGL

PROPOSED MW DISH

@ ± 180'-0" AGL

(1) PROPOSED 6' DISH ANTENNA TO BE

INSTALLED ON PROPOSED PIPE MOUNT

CLAMPED TO TOWER LEG C

(RADIOWAVES HP6-7.7)

(2) PROPOSED ANTENNAS

(CENTERLINES @ 220')

Th is d oc um en t co nt ain s co nf ide nt ial o r pr op rie ta ry in fo rm at ion o f R am ak er

A ss oc iat es , I nc

Ne ith er th is do cu m en t no r th e inf or m at ion h er ein is t o b e re pr od uc ed dis tri bu te d, u se d o r dis clo se d eit he r i n w ho le o r in p ar t ex ce pt a s a ut ho riz ed b y R am ak er a nd

A ss oc iat es , I nc

C op yr ig ht

R am ak er

A ss oc ia te s, In c.

A ll R ig ht s R es er ve d

D R

AW

N

B Y:

A

EM

C H

EC

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D B

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A

JK

C

C :\U se rs

\lb al l\a pp da ta

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2\

4_

W

TJ

X To w er

_C D s_

.1 9.

.d w g P rin te d by lb al l o n Se p

, 2

- 8

:4 4a m

Certification & Seal:

SHEET

NUMBER

PROJECT

NUMBER

ISSUE

PHASE

DATE

ISSUED

SHEET TITLE:

PROJECT TITLE:

PROJECT INFORMATION:

61584

WTJX TOWER

9342+8W9 CHARLOTTE AMALIE WEST

ST THOMAS, USVI

FINAL 09/26/2025

MARK DATE DESCRIPTION

A 06/20/25 PRELIMINARY CDs ISSUED

I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed

Professional Engineer under the laws of the U.S. Virgin Islands.

DOCUMENT MUST CONTAIN ORIGINAL

EMBOSSED SEAL TO BE VALID

Signature: Date:

9/26/2025

0 09/26/25 FINAL CDs ISSUED

ELEVATION & ANTENNA LAYOUT

- WTJX TOWER

C-4TOWER ELEVATION (VIEW FROM EAST) 41

2ENLARGED ANTENNA ELEVATION (CL @ 220' & 215' AGL)

SCALE: NONE

SCALE: NONE

EXISTING 250'-0"

SELF- SUPPORT

TOWER

SEE DETAIL 3

PROPOSED 6' MW DISH

(CENTERLINE @ 180')

AZIMUTH = 280.94°

SCALE: NONE

SEE DETAIL 2

(2) PROPOSED ANTENNAS

(CENTERLINES @ 215')

SCALE: NONE

ANTENNA LAYOUT

ENLARGED MW DISH ELEVATION (CL @ 180' AGL) 3

NORTH

MW DISH MAST PIPE MOUNT

4.5" O.D. x 5'-0'' LONG

GALVANIZED STEEL PIPE

5' -0

PO

SI

TI

O

N T

O F

IT

TO

W

ER

S

TE

EL

PO

SI

TI

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IT

T O

W

ER

S

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EL

PO

SI

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W

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S

TE

EL

SIDE ELEVATION VIEW

EXISTING TOWER

LEG

PROPOSED SITE PRO

1 MODEL #TAM-3U

STANDOFF MOUNT

KIT

PLAN VIEW

EXISTING TOWER

LEG

MW DISH MAST PIPE MOUNT

4.5'' O.D. x 5'-0'' LONG

GALVANIZED STEEL PIPE

PROPOSED SITE PRO 1

MODEL #TAM-3U

STANDOFF MOUNT KIT

SITE PRO 1 MODEL #TAM-3U

WITH PROPOSED 4.5'' O.D. x 5'-0'' LONG PIPE

1' -0

/8

ANTENNA MAST PIPE MOUNT

8" O.D. x 6'-0'' LONG

GALVANIZED STEEL PIPE

6' -0

PO

SI

TI

O

N T

O F

IT

TO

W

ER

S

TE

EL

PO

SI

TI

O N

T O

F

IT

T O

W

ER

S

TE

EL

PO

SI

TI

O N

T O

F

IT

TO

W

ER

S

TE

EL

SIDE ELEVATION VIEW

1' -0

/4

SITE PRO 1 MODEL #TAM-2U

WITH PROPOSED 2-3/8'' O.D. x 6'-0'' LONG PIPE

EXISTING TOWER

LEG

PROPOSED SITE PRO

1 MODEL #TAM-2U

PIPE MOUNT KIT

PLAN VIEW

EXISTING TOWER

LEG

ANTENNA MAST PIPE MOUNT

8" O.D. x 6'-0'' LONG

GALVANIZED STEEL PIPE

PROPOSED SITE PRO

1 MODEL #TAM-2U

PIPE MOUNT KIT

Th is d oc um en t co nt ain s co nf ide nt ial o r pr op rie ta ry in fo rm at ion o f R am ak er

A ss oc iat es , I nc

Ne ith er th is do cu m en t no r th e inf or m at ion h er ein is t o b e re pr od uc ed dis tri bu te d, u se d o r dis clo se d eit he r i n w ho le o r in p ar t ex ce pt a s a ut ho riz ed b y R am ak er a nd

A ss oc iat es , I nc

C op yr ig ht

R am ak er

A ss oc ia te s, In c.

A…