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SANDY BAY BOTANY BAY \ 4 i yy) v7 7 1. ey \X ‘\ / Wie [ /, . (hy) | q (| \\ } / \\ xy ® a y/, , — | Ley ay DNS >» oY 8) Bo fe, nuns 3 / XY oo ; 5 B / L / 84 i). VIVA TN NORTH an HOTEL SITE PLAN | @D @D 5D' 102' SCALE: |" = 1I0O'-O" 200' SITE NOTES: PROJECT TEAM: PROJECT APPLICANT : BAREFOOT DESIGN GROUP, LLC |. Contractor shall visit the site to verify plan and existing dimensions and conditions P.O. Box 1112 and shall notify the Architect and or Engineer, in writing, of discrepancies before ST. JOHN, USVI O83! proceeding with the work, Contractor accepts responsibility for information reasonably TEL: (340) 693-1665, FAX: (340) 693-84ll Inferred from site visit and from information provided. PROJECT OWNER : BY-THE-SEA RESORT PROPERTIES, LLC 2. Notify Planning and Natural Resources within 48 hours of commencement of work 2603 Oak Lawn Ave, Suite 300 3. Provide signage visible and accessible from road with estate parcel number and Dallas, TX 15213 all required permit information. TEL: (.. 4. Erosion control shall be implemented as required by local authorities. During construction, provide siltation fence or brueh berm at all excavated areas. PROJECT ARCHITECT : BAREFOOT DESIGN GROUP, LLC 5. Site disturbance shall be limited as close as possible to the area of construction ST. JOHN, USVI O23! Natural elope shall be retained as much as possible. TEL: (340) 693-1665, FAX: (340) 693-84ll Trees shall be retained where possible and protected from damage of construction STRUCTURAL ENGINEER TOTAL NEERING LTD procesees and machines during construction. Where tree removal is required, stumps RUC ; PO B LENG 391 SEA COWS BAY removed. TORTOLA, BY 1. Maintain 3% minimum slope away from building for at least five (5) feet from the TEL: (284) 434-2381, FAX: (264) 494-0115 perimeter. Natural drainage shall not be concentrated or diverted onto adjacent property or public right of way. SURVETOR : BRIAN MOSELEY 4 ASSOC., INC. 20. al. . The top of the septic tank ehall be located at a lower elevation than the bottom of the cisterns. . Retaining walls shall be erected where shown or as required. They shall be constructed of reinforced concrete, reinforced concrete masonry, or stone and to a height required for retainment. . New exterior walks, patios, driveways, etc, shall be constructed on a minimum of 4" of compacted, non-expansive soil. . Soil beneath slabs and of perimeter or foundations shall be treated for termites before placing concrete. Soil and perimeter shall be treated at completion of work An approved termite exterminator ehall poison the ground in accordance with the Building Research Advisory Board report and provide a five (5) year warranty of his work, covering repair and replacement of termite damage. . Low maintenance ground cover such as Wedelia or Goats Foot shall be planted on all cut/fill slopes and other disturbed graces as final grades are established within three (3) monthe of construction. . Footing design is based on the following conditions: SOIL BEARING CAPACITY: Minimum assumed 3000 psf, this value Is to be verified In the field prior to pouring footings by the Structural Engineer. SOILS: Footings, foundations walls ¢ slabs shall not be placed on or in marine clay, peat or other organic materials. . All footings shall project at least |'-O" into undisturbed natural soil or compacted structural fill. Where required, step footings in a ratio of 2 horizontal to | vertical. . Compact backfill below building slabs and footings: Soil fill material must be approved by the Structural Engineer prior to placement. Material to be free from organic material, concrete, asphalt or other deleterious substances. Prior to placing fill, the existing surface shall be cleared of refuse or organic materials. Proofroll subgrade removing soft or compressive materials. Fill material shall be placed in layers not to exceed 8" and compacted to minimum 25 % of the ary maximum clensity as determined by ASTM D628. . Footing excavations shall be inspected by the building official prior to pouring concrete. . Provide 4" minimum porous pipe at exterior side of all exterior footings at basement walle. Tile to be set on 2" gravel bed with 6-8" gravel cover and should drain to daylight. Install filter fabric around gravel and drain tile. . Provide free draining, granular backfill with a maximum equivalent fluid pressure = 30 pcf per foot of depth againet basement ¢ retaining walls. If back-fill pressure exceeds 30 pef then wall must be designed for actual pressures by the Structural Engineer. . Fine grading around new construction shall be included in the contract for construction. Save and store topsoil in a mamer as to provide It and prevent its loss through runoff. Topsoil shall be placed in an approved mamer. Bringing soil to or removing soll from the site as needed is considered the responsibility of the General Contractor and to be included In thie Contract. Elevations on the drawings are referenced to the benchmark on the site plan. During the initial excavation of the site, the Architect Is to be on site to assist In the placement of large boulders for future decorative use. During the excavation for foundations, the structural engineer Is to be present to inspect soil. It Is unclerstood that the engineer will adjust the structure as necessary. Construction of the foundation will not begin without permission from the Structural Engineer. GENERAL NOTES: ALL CONSTRUCTION, INCLUDING MATERIALS AND WORKMANSHIP, SHALL COMPLY TO ALL APPLICABLE GOVERNING CODES AND REGULATIONS. THE OWNER SHALL VERIFY ALL DIMENSIONS, ELEVATIONS, AND SITE CONDITIONS PRIOR TO STARTING WORK AND NOTIFY THE ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES. WORKING DIMENSIONS SHALL NOT BE SCALED FROM THE DRAWINGS. OMISSIONS OR CONFLICTS BETWEEN VARIOUS ELEMENTS CONTAINED IN THE DRAWINGS OR SPECIFICATIONS SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE ARCHITECT/ENGINEER A SOLUTION IS TO BE AGREED UPON BEFORE PROCEEDING WITH THE WORK. IF A SPECIFIC DETAIL IS NOT SHOWN FOR ANY PART OF THE WORK, THE CONSTRUCTION SHALL BE SIMILAR WORK ON THE PROJECT. ELEVATIONS ON THE DRAWINGS ARE REFERENCED TO THE SITE PLAN. ALL JOINTS AND PENETRATIONS IN THE BUILDING ENVELOPE SHALL BE SEALED WITH THE APPROPRIATE TYPE OF CAULK OR SEALANT. PO. BOX IID ST. THOMAS, USVI 2Oa03 (O) 340-115-6551 SITE INFORMATION: PLOT: ESTATE: ISLAND: ZONING: PROPOSED USE: AREA OF LOT: PROPOSED FLOOR AREA: FOOT PRINT: CINCL. VERANDAS, POOL...) FLOOR AREA RATIO (FAR) NUMBER OF ON-SITE PARKING SPACES: SET BACK FROM STREET PROPERTY LINES = SET BACK FROM SIDE PROPERTY LINES = SET BACK FROM REAR PROPERTY LINE = PARCEL NO. 1 EST. BOTANY BAY ST. THOMAS, U.S.v.I. R-1], RESIDENTIAL (VARIANCE) HOTEL - MAJOR CZT-05-06(L) 308 ACRES (1341648 SF) SEE CHART SEE CHART SEE CHART SEE CHART I5'-O" MIN., SEE SITE PLAN 1I5'-O" MIN., SEE SITE PLAN 15'-O" MIN., SEE SITE PLAN BUILDING TABULATIONS (per individual unit): VILLA AREAS: INTERIOR SPACE = CISTERNS = EQUIPMENT / STORAGE ROOMS = UNCOVERED EXTERIOR VERANDAS RROOF = SUITE AREA = INTERIOR SPACE = CISTERNS = EQUIPMENT / STORAGE ROOMS = UNCOVERED EXTERIOR VERANDAS FRROOF = DUPLEX AREA = INTERIOR SPACE = CISTERNS = EQUIPMENT / STORAGE ROOMS = UNCOVERED EXTERIOR VERANDAS BEACH BLOCK AREA = INTERIOR SPACE = CISTERNS = EQUIPMENT / STORAGE ROOMS = UNCOVERED EXTERIOR VERANDAS RROOF = 113.50 SF. 26552 SF. 2850 SF. 25050 SF. 264.00 SF. 1230.00 SF. 59850 SF. 1550 SF. 25050 SF. 1648.02 SF. 192150 SF. 89152 SF. 231DO SF. 521OO SF. 125.00 SF. 42150 SF. ODO SF. ODO SF. 92650 SF. TOTAL HABITABLE (INTERIOR) AREA = CISTERN REQUIREMENTS: 3BNDO SF. BEACH BLOCK “| ROOF AREA (TWO STORY) = 125.00 SF. x I5 GAL. / SF. BEACH BLOCK 4 ROOF AREA (TWO STORY) = 125.00 SF. x |5 GAL. / SF. BEACH BLOCK “ ROOF AREA (TWO STORY) = 125.00 SF. x I5 GAL. / SF. BEACH BLOCK 4 ROOF AREA (TWO STORY) = 125.00 SF. x |5 GAL. / SF. 125.02 SF. 10215. GAL. 125.02 SF. 102152 GAL. 125.00 SF. 1ID315.0 GAL. 125.00 SF. 1I9215.2 GAL. TOTAL CISTERN REQUIREMENTS = CISTERN CAPACITY: 435002 GAL. BEACH BLOCK CISTERN “| = 23'-4" x 16'-O" x 4'-O" = 1493.0 CF. x 15 GAL. / CF. = 1198.4 GAL. BEACH BLOCK CISTERN *2 = 23'-4" x I6'-O" x 3'-6" = 13065 CF. x 15 GAL. / CF. = 1198.4 GAL. BEACH BLOCK CISTERN “3 = 23'-4" x 16'-O" x 3'-6" = 13065 CF. x 15 GAL. / CF. = 1198.4 GAL. BEACH BLOCK CISTERN #4 = 23'-4" x I6'-O" x 3'-6" = 13065 CF. x 15 GAL. / CF. = 1198.4 GAL. TOTAL UNIT COUNTS: FRESH WATER CISTERN CAPACITY PER BLOCK= 44/193. GAL. TOTAL FRESH WATER CISTERN CAPACITY (3 BLOCKS) = 1343803 GAL. DESCRIPTION PER TYPE VILLAS = QUANTITY | FLOOR AREA 114 SF. CISTERN REQUIREMENT 1135 GAL. CISTERN CAPACITY 8255 GAL. SUITE = QUANTITY | FLOOR AREA 1230 SF. CISTERN REQUIREMENT 12,200 GAL. CISTERN CAPACITY IT310 GAL. DUPLEX = QUANTITY | FLOOR AREA 1328 SF. CISTERN REQUIREMENT 13215 GAL. CISTERN CAPACITY 26265 GAL. BEACH BLOCKS = QUANTITY | FLOOR AREA 5200 SF. CISTERN REQUIREMENT 43500 GAL. CISTERN CAPACITY 44,194 GAL. TOTAL FLOOR AREA TOTAL CISTERN REQUIREMENT TOTAL CISTERN CAPACITY TOTAL 28 19918 SF. 199,182 GAL. 252,140 GAL. 5 6/50 SF. 61500 GAL. 89552 GAL. ID 19,215 SF. 192,150 GAL. 268650 GAL. 3 14QO SF. 130502 GAL. 134,381 GAL. 62203 SF. 5845320 GAL. 143,321 GAL. ARCHITECT'S OR ENGINEER'S SEAL: ALL DRAWINGS AND WRITTEN MATERIALS APPEARING HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY NOT BE USED OR DISCLOSED WITH- OUT PRIOR CONSENT OF THE ARCHITECT. @©BAREFOOT DESIGN GROUP, LLC 2020 otany Bay Hotel - Rooms Islands irgin PpP.c. box 1772 mongoose junction st. john usvi OO8S831 (340) 693-7665 Parcel 7 Estate Botany Bay, St Thomas, United States V Barefoot Design Group, LLC DISTRIBUTION: 71 6/\1/25 | BLDG Permit - beach rooms (2) 8B/N/22 Requested Changes 5 NWA8/21 BLDG Permit Amendment 4 1/6/20 | Construction Set 3 | 9/30/20 | Building Permit Set 2 2/20/20 | CZM Permit Set | S/IO/I3 | Ouner's Review NO. DATE ITEM DRAWING TITLE: PROJECT DATA SITE PLAN and DETAILS Bucu 2Z2ZL xoq -o Seb i¢p) I-as WoOmpUuNnI ssoo AD goa 8 cz ) LESOO !45n UYOo! 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