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AS SERIES - AEROBIC TREATMENT UNIT CATW PRODUCT INFORMATION CONSTRUCTION AQUA SAFE PREMANUFACTURED ST. JOHN Vl 2083! FIBERGLASS. 2-2" YY (340) 513-9913 4° er | 28 soe WWWSTJANBOTANICA.COM C i C a cieteen [OL € PIPE MIN, 4" DEEP 4" CISTERN REQUIRED STOTEM CHART PLATFORM MOUNTED _ LRISER |" EXPOSED OVERFLOW PIPE \ ERR rm ieisieecetece su CRUSHED STONE OVERFLOW PIPE No.of | PLANT | Gal. per OPS AIR PUMP ABOVE GRADE Bx 1 RE OS AN | POS EE MIN. 4" DEEP D BEDROOMS| SIZE DAY CLORINATOR SS) CONST ETS gh ere stone = - —Dy AIR HEADER / cLORINATOR DISCONNECT Be ac aeltaee! Y HTT SRS SET grep Jor? | ASPOO-F |°2? gpa , 7 UNION | __ MIN. 4" DEEP ——~ | - . x plies si "FILTER FABRIC TS 3 ASEDO-P | 620 gpd r x, Rv ~ RN, ao KLE NNN FOR DRAINAGE PLAN SECTION A-A Tl - 1 =F = “ 6 or MORE |REQS MULTIPLE UNITS -+ ees FILTER|BASKET “ OUTLET TEE a 5. HIGH LEVEL COMPONENT DIMENSIONS ASSEMBLY wien CeveL FLOAT BUITCH / A\D UNIT INFLOW FLOAT SWITCH LEVEL FLOAT ({) /@ \RIPRAP OUTLET PROTECTION ve ALEC |P BOO gal. PLANT | 5'-6"| 5'-5"| -- | 1'-o" <[ JAS LOTATION 409) SCALE: 3/6" = |'-O" 620 gal. PLANT | 5'-6"| 5-11") -- | 1'-O" METAL SADDLE EFFLUENT \ oo \ \ ss / a 1 15m g al. PLANT 5'-6" | 6'-5" -- 1'-O" BANDS = = PUMP - ON 300 gal. PT/PuMP | 5'-6"| -- | 3'-4"| 1-0" _ Pcl 6-4 ~ _F a p9- 5/2 4-T9] NS) 500 gal. PT/PUMP = —_ os 2 PRETREAT PLANT PUMP TANK IRRIGATION F9-2092 - Fey © me Ts \ ~ 150 gal. PI/PUMP | oe"| =~ | eat | Te ALL IRRIGATION TO BE BURIED SN ¢ Vas ~ \ | aDOIASEOD PAOD, 202/AECO-P/SOD, 5DO/ASSOO-P/SOO, 5O0/ASSOO-P/150, TRE ATMENT PL ANT SE CT | ON DANI eae ON COORD. mS / fy ~S \ | J BOOIMGDO-P/BOO, 5OO/AS1O-F/5OO, 15O/ASIED-P/IEO D PER BIOSWALE AT ALL DRIVEWAY CUTS. \ OEE 2/402 Y DRIVEWAY ENTRY NOTES: DRIVEWAY SURFACE /$ CLP. CONCRETE, SEE STRUCT. COORD. ELEC SERVICE @ END OF DRIVEWAY PRROVIDE 36" CONC. SWALE @ EXISTING ROADWAY EXTEND DRIVE ¢ RETAINING WALLS TO PROPERTY LINE GRADE AS REQRD. BEYOND PROPERTY LINE FOR DRIVE MITIGATE POTENTIAL DRAINAGE y ALL REMOVED TREES IN ACROSS DRIVEWAY AS REGRD. AREA OF CONSTRUCTION TO BE REPLANTED WHERE ee OUNER PRIOR TO EXCAVATION = POSSIBLE OR REPLACED ~ ies COORD DRIVE LOCATION ly PRROVIDE GRAVEL TRANS/TION TO ROAD DURING CONSTRUCTION TO MITIGATE SILT TRAVEL VARIES W/ ASSEMBLY / ad s~A ~ L7 \ ARCHITECT'S OR ENGINEER'S SEAL: ALL DRAWINGS AND WRITTEN MATERIALS APPEARING HEREIN CONSTITUTE ORIGINAL, AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY NOT BE USED OR DISCLOSED WITH- OUT PRIOR CONSENT OF THE ARCHITECT.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 2023 : K MWe Tet SwiTCH ‘ay KAS CRS xi comrniemeecss~. \_ | / (®\MIN-ETREATMENT SEPTIC TANK DETAILS |_| PRETREAT PLANT PUMP TANK TREATMENT PLANT PLAN 4/AO@ FOR CROSS-SECTION OF a en ers ra TRENCH rs ie y = SA — po} TS ~ Ay LINE OF MARKER FLAGS me S\ P C L ° 1 4 2 J) | ne, BURIED JUST BELOW SURFACE SN 0.35 A fi) ff 4 BETWEEN EACH LAYER OF yO : cres ~ / / # CONDUIT —~ CONCRETE DRIVEWAY AND / , SAND GRADE LOADING SURFACES, TYP.“ , ia ALL LANDSCAPING TO,’ / TSoN ee sl \_ TO 8T. JOHN, USVI, / =I I -RPRAP |’ 7 [Concrete walks =] | RSION A / i rare X XY A X Ne? 4 Ss Ke ay, AX Gm Xhy /, PLANT, SEE CISTERN FILL PIPE fj? |__| Permeable pavers 2 | =] | Lili by IF he = af — e) oO Cistern |] | | IE] I i! “” T] ==] E21] IF 2" RIGID Pvc FOR “SECOND ONDARY TEL/TV CONDUIT 2" RIGID Pvc FOR 2" RIGID PYC FOR PRIMARY er UNDERGROUND UTILITY euBSURFACE DRIP / IOC, EST. EMMAUS ERENT D9-638/-T98E —MACHINE EXCAVATION FOR BUILDING FOOTPRINT, TYP. STORE TOP SOIL, TARPED, BY ANEW TREE / 2 Ne _ nn ON SITE AT DRIVEWAY AND PARKING ero Te, - . © NA Ee oN TRUCK Y ANY EXCESS INORGANIC SOIL Pel OR RA ae iw TS 6 NOT REQUIRED FOR BACKFILL ON THE CENTER LINE OF 40" FILTER I'-6" FABRIC | WOODEN STAKES Va AS REQUIRED DISTURBED CONTINUOUS AREA EARTH CURB 2'-O" J Peru \ 2.309 Acres. “ a \ \ \ t i |— | | ==] | =] | ==] “| {==} | |} | || | eee | INSPECT SILT La FENCE — || /3 SILT FENCE — EXISTING —| | | “ by \ \ Cae u/ WEEKLY | VI | SINE I IE a \ , \ ~ C2 I2" U oS \ . : No . \ \ / |—_] | [TT == _— (L162 Ac. nat inc. emt. Vat — “ N \ \ "up J \ \ UNDISTURBED 409) SCALE: 3/8" = I'-O" ' 6'-O" MIN. N SILT FENCE, 409) SCALE: 3/8" = I'-O" OAS INSPECT WEEKLY Z Q * UNDISTURBED LANDSCAPE Y \ T=] ~ l=] | eee exioring 111 |= lene one PLAN FOR EXTENT ¢ Fel. 6R-! GRADE —| | || | |_| | LOCATION OF SILT FENCE OR C9-265-Ts/ TTT] ||] | BERM, COORD. W/ OUNER [a ¢ \@ (2 SILT BERM oe oe WATER ELEV. 0.00 DO BG M ENGINEERS & SURVEYORS an o pe HIGH TIDE 1-2-06 7 SCALE: 3/8" = IO" P.O. Box 1103, St. John, VI00831 \ ? S Tel: (340) 776-6770, Fax: (340) 693-7770 . Pcl. 14-3 \, bgmiller@islands.vi \ D9-6785-TOOAD \ Civil Engineering, Land Surveying, Construction Management \ \. A . © | \ SITE PLAN NORTH tree \ Spar (4 CONDUIT TRENCH D 4! 42' SCALE: |" = 40'-@" 8d" 6. 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 OOs31 proceeding with the work. Contractor accepts responsibility for information reasonably TEL: (340) 693-1665, FAX: (340) 623-84ll Inferred from site visit and from information provided. 2. Notify Planning and Natural Resources within 48 hours of commencement of work PROJECT OWNER : aN oS CENTER OF ST. JOHN 3. Provide signage visible and accessible from road with estate parcel number and ST. JOMN, VI O83! all required permit information. 4. Erosion control shall be implemented as required by local authorities. During construction, provide siltation fence or brush 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 0083! Natural slope 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 Pract sees and machines during construction. Where tree removal is required, stumps Ruc ; PO B L ENGIN SEA COWS BAY removed. TORTOLA, Bv! 1. Maintain % minimum slope away from building for at least five (5) feet from the TEL: (284) 494-2381, FAX: (284) 494-0115 Imeter. Natural drainage shall not be concentrated or diverted onto adjacent property or public right of way. SURVEYOR : MARVIN BERNING and ASSOCIATES 8. The top of the septic tank shall be located at a lower elevation than the bottom of 3. 1d. 12. 13. 14. Ib. lo. 1. 18. 9, 20. al. 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 shall 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 Goate Foot shall be planted on all cut/fill slopes and other disturbed graces as final graces 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 walle ¢ slabs shall not be placed on or In marine clay, peat or other organic materiale. 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 dry maximum density 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 pef per foot of depth against basement ¢ retaining walls. If back-fill pressure exceeds 30 pcf 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 manner as to provide It and prevent Its lose through runoff. Topsoil shall be placed in an approved manner. 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 Inepect soll. It Is undlerstood that the engineer will adjust the structure as necessary. Construction of the foundation will not begin without permission from the Structural Engineer. GENERAL NOTES: 2. 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. 6521 RED HOOK PLAZA, SUITE 201 ST. THOMAS, USVl 20202 TEL: (340) 115-6551 SITE INFORMATION: PLOT: PARCEL NO. |4 Rem. ESTATE: EST. CAROLINA ISLAND: ST. JOHN, USVI. ZONING: R-2, VARIANCE W/ ACT 8121 PROPOSED USE: ANIMAL SHELTER/CLINIC AREA OF LOT: 2302 ACRES BY THIS SURVEY BUILDING FLOOR AREA: 55O3 SF. BUILDING FOOT PRINT: (INCL. VERANDAS, POOL..) 3,128 SF. FLOOR AREA RATIO (FAR) 55% (HOUSE AREA/LOT AREA) NUMBER OF ON-SITE PARKING SPACES: 18 SPACES SET BACK FROM STREET PROPERTY LINES = I5'-O", SEE SITE PLAN SET BACK FROM SIDE PROPERTY LINES = 10'-O", SEE SITE PLAN SET BACK FROM REAR PROPERTY LINE = 10'-O", SEE SITE PLAN BUILDING TABULATIONS: CISTERN LEVEL AREA = INTERIOR SPACE = @ SF. CISTERNS = 636 SF. MAIN LEVEL AREA = ACC INTERIOR SPACE = 3382 SF. COVERED EXTERIOR VERANDAS = 29 SF. UNCOVERED EXTERIOR VERANDAS = @ SF. GARAGE, STORAGE, EQUIPMENT ROOMS = 285 SF. UPPER LEVEL AREA = ACC INTERIOR SPACE = 1394 SF. CARETAKER INTERIOR SPACE = 121 SF. COVERED EXTERIOR VERANDAS = 137 SF. TOTAL HABITABLE (INTERIOR) AREA = 5503 SF. CISTERN REQUIREMENTS: ACC ROOF AREA = 2655 SF. 2655 x 459F.x 45 GAL. SF. = 1,347 GAL. RESIDENTIAL ONE STORY ROOF AREA = 127 SF. 121 SF. x ID GAL. SF. (1 STORY ROOF) = 1212 GAL. TOTAL CISTERN REQUIREMENTS = 192171 GAL. CISTERN CAPACITY: CISTERN “ = 233 SF x 4'-O" = 9332 CF. x 15 GAL/ CF. = 6,220 GAL. CISTERN #2 = 321 SF x 4'-O" = 1284 CF. x 15 GAL/ CF. = 932 GAL. CISTERN “3 = 384 SF x 4'-O" = 1536 CF. x 15 GAL/ CF. = 11520 GAL. TOTAL FRESH WATER CISTERN CAPACITY = 28,140 GAL. Islands irgin P.c. box 1772 mongoose junction st. john usvi OO8S831 (340) 693-7665 Barefoot Design Group, LLC ‘Tihe Animal Care Center Parcel 14 Rem. Estate Carolina, St John, United States V DISTRIBUTION: 4 2/16/24 | Major CZM Response 3 8B/NG/23 | Major CZM Permit 2 12/3/13 CZM/Driveway Set | Wale Ouner's Review NO. DATE TEM DRAWING TITLE: PROJECT DATA SITE PLAN and DETAILS SHEET # OO