PROPOSAL SITE PLAN
Scale: 1" = 20 ft
1
PARK A
PARK B
o
o
o
o
o
MH
19'-10"'
Fence
20'  Trailer,  dive  compressors
Fuel  Distribution  hose
Utility  pole  &  lines
Pedestrian  gate
Gate,  vehicular
Traffic  flow
Surface  drainage
High   Voltage
Street lamps
Landscaped
Property line
Fire Station
Sanitary
ABBREVIATIONS
S
FS
PL
LS
HV
G
P Gate
F
T
'B'
'A'
ZONING:  W-2,  WATERFRONT 
·
INDUSTRIAL BUILDING OFFSET TO 
INDUSTRIAL PROPERTY, ZERO FEET.
·
MINIMUM LOT,  20,000 SQ.FT.,   
EFFECTIVE 10/72.
Shed
Roof
STORAGE
Shed
1 Story
Office
1 Story
EL No. 14
Concrete
Slab
PARCEL  15
S
S
S
S
Inlet
Inlet
Inlet
Dumpst
er
Gravel Parking
Inlet
Inlet
Planter
Gravel
Parking
Gravel
Parking
Gravel
Parking
Gravel Parking
PARCEL  16
P-Gate
HV
BULKHEA
FLUSHING
CHANNEL
Gravel      Parking
HV
HV
HV
HV
G
Gravel
Parking
HV
Gate
Planter
MO
PARCEL  No. 161
( Asphalt Parking )
MONSANTO MARINE TERMINAL
Rip-
Rap
Asphalt Roadway
Con
cret
e
N46°33'51
50.66'
N45°49'E
108.4'
N32°09'16"E
103.27'
N35°16'37"E
217.93'
N00°00'00"E
39.92'
N57°29'W
36.3'
S57°29'E
22.1'
N78°01'E
14.9'
S81°12'E
25.0'
N42°56'E
92.6'
27.4'
N 22° 08' E
27.8'
N54°14'54"W
275.07'
S54
N34°58'E
92.3'
S55°07'E
143.1'
S35°40'W
89.7'
S56°09'E
117.0'
S33°26'W
160.6'
N54°39'W
120.2'
S33°34'W
86.2'
S53°33'E
71.0'
S32°50'W
84.8'
S57°20'E
39.8'
S34°13'W
105.5'
HV
Concretew Driveway
SW
HV
R=19.0'
L=59.7'
R=41.38'
L=55.17'
1 Story
Frame Bldg
Concrete Slab
Foundation
PARCEL  18
PARCEL  17
Storage
 Yard
Asphalt Roadway
40'  Wide   PUBLIC  ROAD  R.O.W.
304
Sidewalk
Inlet
Gravel
       Parking
  
Paver Bricks
H2o
Guy
Frame
Bldg
MH
Sanitary
Sewer
P-Gate
Concrete Fire Lane
PARCEL No. 168
4.04  Acres
Culvert
Iron Pipe Boundpost
Rebar Boundpost
Unmarked Point
Survey Nail & Brass Washer
LEGEND
Picnic Table
Picnic Table
2'-4"'
Curb
Guard Shack
Guard Shack
HV, CATV,
Telephone
    Risers
PROPOSAL SITE PLAN
Scale: 1" = 50 ft
1
DISTURBANCE AREA MUST 
BE KEPT TO A MINIMUM.
EVENT TENTS ADDITION
ISLAND MAP
SITE
LOCATION MAP
ESTATE SUB BASE
ISLAND OF ST. THOMAS
A   T   L   A   N   T   I   C      O   C   E   A   N
C   A   R   I   B   B   E   A   N      S   E   A
MAGNETIC
SHEET NO.:
REVISIONS
DATE
1/4   1/2          1INCH
S C A L E : AS NOTED
FILE NO:
SHEET NAME:
Date:  Jun 18, 2025
File name: CBM-DD.vwx
ENGINEER
STAMP
PAUL FERRERAS, P.E.
P.O. BOX 600122
ST. THOMAS, USVI 00801
TEL: (340) 714-5435
FAX: (340) 777-5779
[   ] SCHEMATIC DESIGN
[   ] DESIGN DEVELOPMENT
[ X ] CZM SUBMITAL
[   ] CONSTRUCTION DOCUMENT
[   ] DPNR SUBMITAL
[   ] REVISED DOCUMENT
ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF CHRIS TAVERNIER. THE CONCEPTS, IDEAS DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED , DEVELOPED AND PRESENTED FOR USE ON THE SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WITHOUT EXPRESS WRITTEN CONSENT OF CHRIS TAVERNIER. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR REFERENCE PURPOSE ONLY.
EXISTING MASONRY 
WALL
WALL LEGEND
POURED CONCRETE 
WALL 
SEE DETAIL FOR REINF.
CMU W/ 1/2" PLASTER 
INTERIOR & 3/4" 
EXTERIOR 
STUDS @ 16" O.C. W/ 1/2" 
CEMENT BOARD
WRITTEN DIMENSIONS TAKE 
PRECEDENCE OVER SCALED 
DRAWINGS, ALL DIMENSIONS SHALL 
BE VERIFIED AT SITE  ANY 
DISCREPANCIES  SHALL BE 
RESOLVED WITH DESIGNER PRIOR 
TO CONSTRUCTION. ALL WORK 
SHALL BE PERFORMED BY LICENSED 
V.I. CONTRACTORS AND SUBS IN 
ACCORDANCE WITH THE 2018 
UNIFORM BUILDING CODE (U.B.C.) 
AND/OR (C.A.B.O.) 
*WIND LOADS - "165 Mph"
DOOR AND WINDOW DIMENSIONS 
ARE NOMINAL,. REFER TO 
MANUFACTURE'S SPECIFICATIONS 
FOR EXACT ROUGH-IN DIMENSION.
CMU WALL DIMENSIONS ARE 
NOMINAL.
DESIGN VALUES:
CONCRETE: Fc=3000 PSI; AFTER 30 
DAYS
GUNITE CONCRETE: Fc=5000 PSI; 
AFTER 30 DAYS
STEEL BARS  Fy=60,000 PSI GRADE 60
LUMBER: SYP NO.1  
.50 LBS PER CU. FT. RETENTION 
PROX. TO TERRAIN.
.35 LBS PER CU. FT. RETENTION
GENERAL NOTES:
Tel/Fax: (340)227-8938:E-Mail: ctusvi00801@gmail.com
@02
PCL.# 168 & 169
ESTATE SUB BASE 
ST. THOMAS, U.S.V.I.
CROWN BAY 
MARINA 
C-1.0
Cover Sheet, Site Plan 
& Existing Floor Plan
C-1.0
Cover Sheet, Site Plan 
& Existing Floor Plan
SITE NOTES:
EARTH CHANGE:
SITE DISTURBANCE SHALL BE KEPT TO A MINIMUM 
AND LIMITED TO AREAS ONLY AFFECTED BY 
CONSTRUCTION. NATURAL SLOPES ARE TO BE 
RETAINED.
STRUCTURES SHALL BE PLACED ON UNDISTURBED 
EARTH AS CUT. IF CLAY, SAND, ORGANIC OR 
OTHERWISE UNSTABLE CONDITIONS ARE 
ENCOUNTERED PLEASE CONSULT EITHER 
DESIGNER OR ENGINEER. ALL FILL SHALL BE 
SELECTED CRUSHED ROCK. RETAINING WALLS TO 
BE CONSTRUCTED AS PER PLAN. TREES SHALL BE 
RETAINED WHERE POSSIBLE AND PROTECTED 
DURING CONSTRUCTION. ALL TOP SOIL FROM 
AREAS DISTURBED SHALL BE SAVED AND 
RESPREAD AS FINAL GRADES ARE ESTABLISHED. 
LOW MAINTENANCE GROUND COVER SUCH AS 
(SUGGESTED PLANT LIST) SHALL BE PLANTED TO 
DISTURBED CUT AND FILL AS CONSTRUCTION ENDS 
AND FINAL GRADES ARE ESTABLISHED.
SILT FENCES:
INSTALL BELOW ALL DRAINAGE STRUCTURE 
OUTLETS. THEY SHALL BE INSTALLED ON 
UNDISTURBED SOIL AND SHALL RUN ALONG THE 
CONTOUR (LEVEL) OR SLIGHTLY DOWNHILL (1 TO 
2%) AWAY FROM THE INCOMING SOURCE OF 
WATER. THE ENDS SHALL RUN UPHILL TO PREVENT 
WATER FROM ESCAPING, AND THUS FORM A 
TEMPORARY SEDIMENTATION AND FILTRATION 
POND. IF THE LOWER 6" OF THE FENCE CAN NOT BE 
BURIED IN A TRENCH 6X6", AS RECOMMENDED, DUE 
TO ROCK, THE FABRIC MAY BEC TURNED UPHILL 
AND SECURED WITH SPIKES AND WASHERS WHERE 
POSSIBLE AND THEN OVERLAID WITH 6" OF STONE. 
THE WOOD STAKES THAT HOLD UP THE FENCE 
SHOULD BE WELL SECURED IN THE GROUND AS 
WELL AS TIED BACK AT THE TOP TO PREVENT THE 
FENCE FROM OVERTURNING WHEN FILLED WITH 
WATER.
PROJECT INFORMATION
OWNER: CROWN BAY MARINA LP
PCL.# 168 & 169
ESTATE SUB BASE
6 SOUTHSIDE QUARTER.
ST. THOMAS, U.S. VIRGIN ISLANDS
TAX ID.. NO.:
1-05204-0501-84
CZM NO.:
CZT-47-83
P.W.D. DRWG. NO.:
ZONING:
W-1
PROPOSED USE:
WATERFRONT
LOT ACREAGE: (AC)
N/A
LOT ACREAGE: (SQ.FT.)
N/A
PERMITTED LOT OCCUPANCY % N/A
(SQ.FT.)
PERMITTED LOT OCCUPANCY 
N/A
EXISTING AREAS
SQUARE FOOT
EXISTING BUILDING
59,000 SQ.FT.
ASPHALT
75,498 SQ.FT.
CONCRETE- PATHS/DOCK/
48,663 SQ.FT.
GREEN
33,668 SQ.FT.
ADDITION AREAS
PARK A.
1,450 SQ.FT.
PARK B.
1,450 SQ.FT.
TOTAL BUILDING:
N/A
PARKING / DRIVE:
N/A
BUILDING FOOTPRINT:
N/A
PRO'D. ROOF AREA
N/A
REQ'D CISTERN CAP.-
N/A
(15 GALS. PER ROOF SQ.FT.)
EXTG. HSE. CISTERN  CAP.:
N/A
PARKING SPACES
REQ'D PKG. SPACES
N/A
PRO'D PKG. SPACE:-
N/A
TOTAL USED AREAS
SQUARE FOOT
BUILDING
N/A
PKG & PAVE.:-
SITE IMPROVEMENT:
PRO'D LOT COVERAGE %:
MAX. LOT COVERAGE %
N/A
SOIL TYPE:
SCOPE OF WORK:
CONCRETE BASE FOR 5 TENT STRUCTURES
6.00    SUMMARY OF PROPOSED 
ACTIVITY
a. 
DISCUSS PURPOSE OF PROJECT
THE APPLICANT PROPOSES TO CONCRETE PADS FOR 5 
MOVEABLE EVENT TENT STRUCETURES.
b.  
DISCUSS THE PRESENCE AND LOCATION 
OF CRITICAL AREA(S) AND POSSIBLE TROUBLE 
SPOT(S)
THE PROJECT IS LOCATED ON 2 PARK  AREAS. 
c.
DISCUSS PROPOSED METHOD OF LAND 
CLEARING 
SITE IS EXISTING  CLEARED AND LANDSCAPED, ONLY AREAS 
DESIGNATED FOR PAD FOOTING SHALL FIRST BE HAND 
CLEARED & EXCAVATION .  AREAS TO BE USED FOR FURTHER 
LANDSCAPING SHALL BE HAND CLEARED.
d.  
DISCUSS PROVISIONS TO PRESERVE 
TOPSOIL AND LIMIT SITE DISTURBANCE
THERE SHALL BE NO UNNECESSARY DISTURBANCE OF THE 
SOIL. ALL TOPSOIL SHALL BE STOCK PILED FOR FUTURE USE. 
REMOVE ONLY REQUIRED MINIMUM VEGETATION NECESSARY 
FOR THE BUILDING STRUCTURES ALL VEGETATION WHICH HAS 
BEEN REMOVED AS REQUIRED FOR LAND CLEARING SHALL BE 
REPLACED WITH GRASS GROUND COVER AND/OR SHRUB 
PLANTINGS.
ALL MAJOR TREES ON SITE SHALL BE MAINTAINED AND 
PROTECTED. ANY MAJOR TREES OVER 4 INCHES CALIPER THAT 
ARE REMOVED SHALL BE REPLACED ELSEWHERE ON SITE OR 
BE REPLACED WITH TREES OF SIMILAR SPECIES.
e.  
DISCUSS EROSION AND SEDIMENTATION 
CONTROL DEVICES TO BE IMPLEMENTED
PROVIDE EARTH EROSION AND STABILIZATION CONTROLS, 
SUCH AS PLANTINGS AND BERMS, AND MAINTAIN THEM DURING 
AND AFTER COMPLETION OF CONSTRUCTION. PLACE BERMS 
AND SILT FENCE ACROSS THE ENTIRE LENGTH OF AREA OF 
SITE DISTURBANCE ALONG LOWEST CONTOUR AS PRACTICAL.
f.  
SHOW SCHEDULE FOR CONSTRUCTION 
ACTIVITIES AND IMPLEMENTATION OF 
EROSION/ SEDIMENT CONTROL MEASURES 
1.  OBTAIN CZM & BUILDING PERMIT
2.  START HAND CLEARING OF AREAS DESIGNATED FOR 
CONSTRUCTION OF STRUCTURES .
3. IMPLEMENT SILTATION BERMS AND SILT FENCES
4. START AND TEMPORARY FINISH CONSTRUCTION OF 
PATHWAY
5. START AND FINISH CONSTRUCTION CONCRETE PADS 
6. FINISH CONSTRUCTION OF EVENT TENT STRUCTURES. 
g.  
DISCUSS THE MAINTENANCE OF EROSION 
AND SEDIMENT AND CONTROL MEASURES
BERMS AND SILT FENCES WILL BE CHECKED AND MAINTAINED 
ON A REGULAR SCHEDULE. ANY LOOSE LINKS TO BE REPAIRED
h.  
DISCUSS METHOD OF STORMWATER 
MANAGEMENT
WATER RUNOFF WILL BE DIVERTED AROUND THE HOUSE ON 
EITHER SIDE BY SWALES CUT IN THE NEW TOPOGRAPHY. AS 
THE NEW TOPOGRAPHY MEETS THE ORIGINAL, THE 
STORMWATER RUNOFF WILL MEET EXISTING CONDITIONS AND 
EXIT THE SITE IN THE SAME MANNER AS BEFORE 
CONSTRUCTION.
i. 
DISCUSS MAINTENANCE SCHEDULE OF 
STORMWATER FACILITIES
NOT APPLICABLE: THERE WILL BE NO STORMWATER FACILITIES 
BUILT, THUS NONE TO MAINTAIN.  NO MAINTENANCE. 
J.
DISCUSS METHOD OF SEWAGE DISPOSAL
AN ENGINEERED SEPTIC SYSTEM WILL BE UTILIZED. THE 
SYSTEM WILL USE A CONSTRUCTED  OSDS FOR SEEPAGE 
ON-SITE.  
o
o
o
o
o
o
o
o
o
EXISTING TRAILER BBQ
40FT
PAVED
20FTX20FT
PROPOSED PARK A FLOOR PLAN
Scale: 1/4" = 1'-0"
1
20'-0"
20'-0"
COLUMN PAD 
FOUNDATION
FTG1
A-1.0
TENT 
STRUCTURE BY 
MANUF.
PICNIC TABLE & 
UMBRELLA 
COVER
PAVER ON SAND 
BASE
SHEET NO.:
REVISIONS
DATE
1/4   1/2          1INCH
S C A L E : AS NOTED
FILE NO:
SHEET NAME:
Date:  Jun 18, 2025
File name: CBM-DD.vwx
ENGINEER
STAMP
PAUL FERRERAS, P.E.
P.O. BOX 600122
ST. THOMAS, USVI 00801
TEL: (340) 714-5435
FAX: (340) 777-5779
[   ] SCHEMATIC DESIGN
[   ] DESIGN DEVELOPMENT
[ X ] CZM SUBMITAL
[   ] CONSTRUCTION DOCUMENT
[   ] DPNR SUBMITAL
[   ] REVISED DOCUMENT
ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF CHRIS TAVERNIER. THE CONCEPTS, IDEAS DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED , DEVELOPED AND PRESENTED FOR USE ON THE SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WITHOUT EXPRESS WRITTEN CONSENT OF CHRIS TAVERNIER. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR REFERENCE PURPOSE ONLY.
EXISTING MASONRY 
WALL
WALL LEGEND
POURED CONCRETE 
WALL 
SEE DETAIL FOR REINF.
CMU W/ 1/2" PLASTER 
INTERIOR & 3/4" 
EXTERIOR 
STUDS @ 16" O.C. W/ 1/2" 
CEMENT BOARD
WRITTEN DIMENSIONS TAKE 
PRECEDENCE OVER SCALED 
DRAWINGS, ALL DIMENSIONS SHALL 
BE VERIFIED AT SITE  ANY 
DISCREPANCIES  SHALL BE 
RESOLVED WITH DESIGNER PRIOR 
TO CONSTRUCTION. ALL WORK 
SHALL BE PERFORMED BY LICENSED 
V.I. CONTRACTORS AND SUBS IN 
ACCORDANCE WITH THE 2018 
UNIFORM BUILDING CODE (U.B.C.) 
AND/OR (C.A.B.O.) 
*WIND LOADS - "165 Mph"
DOOR AND WINDOW DIMENSIONS 
ARE NOMINAL,. REFER TO 
MANUFACTURE'S SPECIFICATIONS 
FOR EXACT ROUGH-IN DIMENSION.
CMU WALL DIMENSIONS ARE 
NOMINAL.
DESIGN VALUES:
CONCRETE: Fc=3000 PSI; AFTER 30 
DAYS
GUNITE CONCRETE: Fc=5000 PSI; 
AFTER 30 DAYS
STEEL BARS  Fy=60,000 PSI GRADE 60
LUMBER: SYP NO.1  
.50 LBS PER CU. FT. RETENTION 
PROX. TO TERRAIN.
.35 LBS PER CU. FT. RETENTION
GENERAL NOTES:
Tel/Fax: (340)227-8938:E-Mail: ctusvi00801@gmail.com
@02
PCL.# 168 & 169
ESTATE SUB BASE 
ST. THOMAS, U.S.V.I.
CROWN BAY 
MARINA 
A-1.0
Proposed Park Floor 
Plan layout
PAVED
11FTX20FT
PAVED
10FTX10FT
PAVED
10FTX10FT
PAVED
10FTX10FT
PROPOSED PARK B FLOOR PLAN
Scale: 1/4" = 1'-0"
2
20'-0"
11'-0"
10'-0"
10'-0"
10'-0"
10'-0"
10'-0"
10'-0"
COLUMN PAD 
FOUNDATION
FTG1
A-1.0
TENT 
STRUCTURE BY 
MANUF.
COLUMN PAD 
FOUNDATION
TENT 
STRUCTURE BY 
MANUF.
TENT 
STRUCTURE BY 
MANUF.
2'-0"
#5 BARS @ 6" O.C.
BOTH WAYS
#5 DOWEL EA. 
VERT. BAR
COLUMN PIER W/ #3 
TIES @ 5" O.C
6X6 WOOD POST
COLUMN BASE 
SIMPSON CB66 W/ (2) 
5/8" Ø BOLTS AND #5 
TIES
12"
12" MIN.
GRADE
3"
PIER FTG DETAIL
Scale: 3/4" = 1'-0"
10
STONE PAVER DETAIL
Scale: 3/4" = 1'-0"