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71'-0" RETENTION POND RETENTION POND FENCE LINE USVISF DESCRIPTION DATE REV. PROJECT : OWNER: SHEET TITLE: PROJECT MANAGER: DRAWN BY: REVIEWED BY: PROJECT NUMBER: SHEET NUMBER: 76_2026 EH EH EH SEAL: ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF EMILY BURTON ARCHITECTURE, LLC. THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED, AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF EMILY BURTON ARCHITECTURE, LLC. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE PURPOSES ONLY. ARCHITECT EMILY R. HOBBS ST. THOMAS TECHNICAL CENTRE SOCCER FIELD 9500 WHEATLEY CENTER STE. 2 PMB 110 ST. THOMAS, VI 00802 (340)244-7191 CZM SUBMISSION 4/10/26 N-1 REMAINDER OF TRACT 1 ESTATE NAZARETH ST. THOMAS VI 00802 PO BOX 2346, KINGSHILL, VI 00851 ISSUED VICINITY MAP SURVEY C1.00 ELECTRICAL: MECHANICAL: STRUCTURAL: ARCHITECTURAL: A0.00 COVER SHEET SHEET# CIVIL: DRAWING INDEX DESCRIPTION PLUMBING: ZONING = P - PUBLIC DENSITY OCCUPANCY PERMITTED: ACTUAL: PERMITTED: ACTUAL: REQUIRED: ACTUAL: REQUIRED: ACTUAL: REQUIRED: ACTUAL: REQUIRED: ACTUAL: REQUIRED: ACTUAL: PERMITTED: ACTUAL: LOT AREA LOT WIDTH FRONT SETBACK REAR SETBACK SIDE SETBACK HEIGHT ATHLETIC FIELD ATHLETIC FIELD 55% (121,425 SQ.FT. TOTAL DISTURBANCE) 100% 219,193.92 SQ.FT. (5.032 ACRES) 5 ACRES 571.24' FEET N/A 78' - 10" 0 FEET 35'-7" FEET 0 FEET 86'-3" FEET 0 FEET N/A ATLANTIC OCEAN CARIBBEAN SEA ST. THOMAS ISLAND OF ST. THOMAS 4 PROJECT NAME 6 ZONING REQUIREMENTS 7 LOCATION MAPS 1 DRAWING INDEX 5 PROJECT DATA U.S.V.I. SOCCER FEDERATION OWNER: ARCHITECT: 2 CONSULTANT DIRECTORY N-1 REMAINDER OF TRACT 1 ST. THOMAS, VIRGIN ISLANDS ESTATE NAZARETH USVISF TECHNICAL CENTRE SOCCER FIELD SITE CONSTRUCTION SITE PLAN C1.02 A0.00 COVER SHEET NOTE KEY FINISH KEY 10 WC-1 CHANGE CLOUD AND REV. TAG COLUMN LINE GRID KEY CLG HEIGHT KEY ELEVATION MARK BENCHMARK DETAIL KEY 9.5' 9.5' 120.25' F.F.E. EQUIPMENT KEY WINDOW KEY DOOR KEY A 1 A4.01 2 P109 ELEVATION CUT KEY SECTION CUT KEY DRAWING TITLE WALL TYPE KEY ROOM NAME KEY A1 1 102 1 BATH NORTH ARROWS XXX.X SPOT ELEVATION NORTH 1 SITE PLAN 1" = 20'-0" W 101A D 101A 8 LEGEND OF SYMBOLS 9 GENERAL NOTES OCCUPANCY ATHLETIC FIELD 3 SITE IMAGE SITE A0.01 NOTES SITE DETAILS AND SITE SECTION C2.01 ACTUAL: 127 SPACES PARKING By executing the contract, the contractor represents that they have visited the site, familiarized themselves with the local conditions, codes and landlord requirements under which the work is to be performed, and correlated their observations with the requirements of the Contract Documents. This shall be done prior to the bid. The intent of the Contract Documents is to include all items necessary for proper execution and completion of the work. The Contract Documents are complimentary, and what is required by one shall be as binding as if required by all. Work not covered in the Contract Documents will not be required unless it is consistent therewith and is reasonably inferable therefrom as being necessary to produce the intended results. Words and abbreviations which have well known technical or trade meanings are used in the Contract Documents in accordance with such meanings. The Drawings and Specifications are intended to be fully explanatory and supplementary. Moreover, should anything be shown, indicated, or specified on one and not the other, it shall be done. Should either the drawings and the specifications, or any particular specification, and the General Conditions contradict each other in any point, or require clarification, the Contractor must call the same to the attention of the Architect, and their decision shall be obtained prior to the submission of bids - otherwise, the Architect's interpretation will govern the performance of the work and no allowance shall be made in behalf of the Contractor for error or negligence on their part in this connection. The Contractor shall bear all costs (including overtime, air freight, etc.) due to their errors and/ or omissions prior to bidding. Should any error or inconsistency appear in the drawings or specifications, the Contractor, before proceeding with work, must clearly bring the same to the attention of the Architect for proper adjustment, and in no case proceed with the work in uncertainty nor with insufficient drawings. The Contractor and each subcontractor shall be responsible for verification of all measurements at and in the proposed construction building or site or surroundings. No charge or compensation shall be allowed due to differences between actual dimensions and dimensions indicated on the drawings. Any such discrepancy in dimensions which may be found shall be submitted to the Architect. Contractor shall follow sizes in specifications or figures on drawings in preference to scale measurements and follow detail drawings in preference to general drawings, and follow actual field conditions. Where it is obvious that a drawing illustrates only a part of a given work, or of a number of items, the remainder shall be deemed repetitious and so constructed. Contractor is to verify that all equipment (fixtures) are in accordance with plans and specifications. The Contractor is to report immediately by phone and within 24 hours in writing to the Architect, any and all equipment that is damaged, omitted, or not in accordance with plans and specifications. The Contractor is to assure that the placement of equipment is possible before construction of all interior partitions are completed. EMILY R. HOBBS 9500 WHEATLEY CENTER II Ste. 2 PMB 110 ST. THOMAS, VI 00802 (340)244-7191 DEVELOPMENT AREA STORIES N/A EXTERIOR WALLS N/A ROOF N/A ROOF AREA N/A CISTERN CAPACITY N/A PARKING: 47,175 SQ. FT. P.O. BOX 2346 KINGSHILL, VI 00851 ATHLETIC FIELD: 74,250 SQ. FT. RED HOOK QUARTER SITE DETAILS C2.01 C1.01 PROPOSED SITE PLAN SURVEYOR: BRIAN MOSELEY & ASSOCIATES 4001 RAPHUNE HILL ROAD STE. 606 ST. THOMAS, VI 00802 STORM WATER ENGINEER: 7200 REGATTA POINT ST. THOMAS VI 00802 (340) 473-0131 ISLAND DESIGNS, LLC NO BUILDING SHALL EXCEED THE MAXIMUM HEIGHT ALLOWED IN THE ADJOINING ZONING DISTRICT. USVISF DESCRIPTION DATE REV. PROJECT : OWNER: SHEET TITLE: PROJECT MANAGER: DRAWN BY: REVIEWED BY: PROJECT NUMBER: SHEET NUMBER: 76_2026 EH EH EH SEAL: ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF EMILY BURTON ARCHITECTURE, LLC. THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED, AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF EMILY BURTON ARCHITECTURE, LLC. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE PURPOSES ONLY. ARCHITECT EMILY R. HOBBS ST. THOMAS TECHNICAL CENTRE SOCCER FIELD 9500 WHEATLEY CENTER STE. 2 PMB 110 ST. THOMAS, VI 00802 (340)244-7191 CZM SUBMISSION 4/10/26 N-1 REMAINDER OF TRACT 1 ESTATE NAZARETH ST. THOMAS VI 00802 PO BOX 2346, KINGSHILL, VI 00851 A0.01 GENERAL NOTES 1 NOTES GENERAL NOTES 1.00 NAME AND ADDRESS OF APPLICANT: U.S. VIRGIN ISLANDS SOCCER FEDERATION P.O. BOX 2346 KINGSHILL ST. CROIX 00851 2.00 LOCATION OF PROJECT: N-1 REMAINDER OF TRACT 1 ESTATE NAZARETH ST. THOMAS VI 3.00 ABSTRACT: THE U.S. VIRGIN ISLANDS SOCCER FEDERATION PROPOSES TO DEVELOP A NEW SOCCER FIELD ON A SUBDIVIDED PORTION OF PARCEL N-1, REMAINDER OF TRACT 1, ESTATE NAZARETH, ST. THOMAS. THE PROJECT INCLUDES INSTALLATION OF AN APPROXIMATELY 225-FOOT BY 330-FOOT ARTIFICIAL TURF PLAYING SURFACE, CONSTRUCTION OF AN ASSOCIATED PARKING AREA, AND RELATED SITE IMPROVEMENTS. 4.00 STATEMENT OF OBJECTIVE BY THE PROPOSED PROJECT: THE APPLICANT PROPOSES TO CONSTRUCT A SOCCER FIELD OF APPROXIMATELY 225-FOOT BY 330-FOOT ARTIFICIAL TURF PLAYING SURFACE, CONSTRUCTION OF AN ASSOCIATED PARKING AREA, AND RELATED SITE IMPROVEMENTS. 5.00 DESCRIPTION OF PROJECT THE PROJECT IS LOCATED WITHIN THE BOUNDARIES OF A LOT ZONED PUBLIC (P). THE EXISTING PROPERTY IS CLEARED AND WAS PREVIOUSLY USED FOR PARKING. ACCESS TO EXCAVATION AND CONSTRUCTION WILL REQUIRE THE REMOVAL OF FIFTEEN (15) EXISTING TREES AND VEGETATION, AND TREES AND SHRUBS WILL BE ADDED BACK TO THE SITE, AROUND THE PERIMETER OF THE SITE. A MINIMUM OF THE EXISTING DIRT BASE AND VEGETATION WHICH WILL BE RE-PLANTED UPON COMPLETION. NATURAL SURROUNDINGS WILL BE FULLY PROTECTED. 6.00 SUMMARY OF PROPOSED ACTIVITY (TO BE PROVIDED ON DRAWINGS) PURPOSE OF PROJECT: THE APPLICANT PROPOSES TO DEVELOP AN ATHLETIC FIELD APPROXIMATELY 225-FOOT BY 330-FOOT ARTIFICIAL TURF PLAYING SURFACE, CONSTRUCTION OF AN ASSOCIATED PARKING AREA, AND RELATED SITE IMPROVEMENTS TO BE USED BY THE U.S. VIRGIN ISLANDS SOCCER FEDERATION. A. PRESENCE AND LOCATION OF CRITICAL AREAS AND POSSIBLE TROUBLE SPOTS: THE PROJECT IS LOCATED ON A SITE ADJACENT TO VESSUP BAY ON ST. THOMAS. POTENTIAL TROUBLE SPOTS INCLUDE THE FLOOD PLANE ZONE A OF THE SITE WHICH WILL BE ADDRESSED IN THE STORM WATER CONTROLS. B. PROPOSED METHOD OF LAND CLEARING: PRELIMINARY CLEARING WILL FIRST BE CLEARED BY HAND. AREAS TO BE USED FOR FURTHER LANDSCAPING SHALL BE HAND CLEARED. CUT AND FILL WILL BE PROPERLY BALANCED AT THE LOCATION OF EXCAVATION AT THE LOT. FIFTEEN (15) TREES TO BE REMOVED FROM SITE WILL ONLY BE IN THE AREA OF THE PROPOSED DEVELOPMENT. C. PROVISIONS TO PRESERVE TOPSOIL AND LIMIT SITE DISTURBANCE: REMOVE ONLY REQUIRED MINIMUM VEGETATION NECESSARY FOR ANY CONSTRUCTION. THERE SHALL BE NO UNNECESSARY DISTURBANCE OF THE SOIL. ALL THE TOPSOIL SHALL BE STOCKPILED FOR FUTURE USE AND FILL AT THE SOUTH OF THE HOME. 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 THE GRASS, GROUNDCOVER OR/AND 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. D. 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 THE CONSTRUCTION. PLACE SILT FENCES ACROSS THE ENTIRE LENGTH OF THE AREA OF SITE DISTURBANCE ALONG LOWEST CONTOUR AS PRACTICAL. E. SCHEDULE OF CONSTRUCTION ACTIVITIES AND IMPLEMENTATION OF EROSION/SEDIMENT CONTROL: 1.OBTAIN CZM AND DPNR APPROVAL TO PROCEED WITH THE DEVELOPMENT 2. START CLEARING DESIGNATED AREAS FOR CONSTRUCTION OF STRUCTURES 3. IMPLEMENT SILT FENCES AND BRUSH BERM 4.START AND FINISH CONSTRUCTION OF NEW FIELD AND PARKING AREA. F. THE MAINTENANCE OF EROSION AND SEDIMENT AND CONTROL MEASURES: SILT FENCES AND CHECK DAMS WILL BE CHECKED AND MAINTAINED ON A REGULAR SCHEDULE, ANY LOOSE LINKS TO BE REPAIRED. G. METHOD OF STORMWATER MANAGEMENT STORMWATER WILL BE DIVERTED AND REROUTED AROUND THE DEVELOPMENT. THE EXISTING DRAINAGE PIPE WILL BE REROUTED AND LOCATED WEST OF THE PROPOSED FIELD AND EXTENDING THE EXISTING SWALE AWAY FROM THE FIELD, SUPPLEMENTED WITH CHECK DAMS TO SLOW AND CONTROL RUNOFF VELOCITY. A SMALL INTERMEDIATE RETENTION POND IS PROPOSED AT THE SOUTHWEST CORNER OF THE SITE TO TEMPORARILY DETAIN STORMWATER PRIOR TO DISCHARGE. ALTERNATIVELY, A CULVERT SYSTEM MAY BE INSTALLED TO REDIRECT STORMWATER AWAY FROM THE FIELD AND GUIDE IT BACK INTO THE NATURAL DRAINAGE PATTERN SOUTH OF THE SITE. THE EXISTING RETENTION POND TO THE SOUTHEAST OF THE SITE WILL BE CLEANED OUT AND RESTORED. H. MAINTENANCE SCHEDULE OF STORMWATER FACILITIES: INSTALLATION OF 18,000 SQUARE FEET OF UNDERGROUND INFILTRATION CHAMBERS PROVIDING UP TO APPROXIMATELY 166,575 GALLONS OF IMMEDIATE STORMWATER STORAGE. THIS OPTION WOULD REQUIRE AN EXCAVATION DEPTH OF APPROXIMATELY 24 INCHES AND WOULD PROVIDE SIGNIFICANTLY INCREASED SUBSURFACE DETENTION CAPACITY. J. METHOD OF SEWAGE DISPOSAL: NO WASTEWATER TREATMENT PLANT IS PLANNED FOR THIS SITE. EARTH CHANGE NOTES: 1. PROTECTION SHALL BE TAKEN BY THE OWNER AND CONTRACTOR TO PROTECT ADJACENT PROPERTIES AND PUBLIC RIGHTS OF WAY. ALL CUT ON ROCK SHALL BE 1:1 SLOPE, CUT AND FILL SHALL BE 2:1 SLOPE 2. ALL TOPS TO SOIL SHALL BE STOCK PILE FOR FUTURE USE. 3. THERE SHALL BE NO UNNECESSARY DISTURBANCE OF THE SOIL. NO WORK SHALL BE PERFORMED DURING INCLEMENT WEATHER. 4. LOW MAINTENANCE GROUND COVER SUCH AS BERMUDA GRASS, WEDELIA , GOAT FOOT, OR GROUND ORCHID SHALL BE PLANTED ON DISTURBED AREAS AND ON SLOPE TO CONTROL EROSION. 5. ALL PLANTING SHALL TAKE PLACE AFTER FINAL GRADES ARE ATTAINED. 6. ALL TREES NOT IN THE AREA OF CONSTRUCTION SHALL BE PROTECTED DURING THE ENTIRE CONSTRUCTION PERIOD. GENERAL NOTES 1. BY EXECUTING THE CONTRACT, THE CONTRACTOR REPRESENTS THAT THEY HAVE VISITED THE SITE, FAMILIARIZED THEMSELVES WITH THE LOCAL CONDITIONS, CODES AND LANDLORD REQUIREMENTS UNDER WHICH THE WORK IS TO BE PERFORMED, AND CORRELATED THEIR OBSERVATIONS WITH THE REQUIREMENTS OF THE CONTRACT DOCUMENTS. THIS SHALL BE DONE PRIOR TO THE BID. 2. THE INTENT OF THE CONTRACT DOCUMENTS IS TO INCLUDE ALL ITEMS NECESSARY FOR PROPER EXECUTION AND COMPLETION OF THE WORK. THE CONTRACT DOCUMENTS ARE COMPLIMENTARY, AND WHAT IS REQUIRED BY ONE SHALL BE AS BINDING AS IF REQUIRED BY ALL. WORK NOT COVERED IN THE CONTRACT DOCUMENTS WILL NOT BE REQUIRED UNLESS IT IS CONSISTENT THEREWITH AND IS REASONABLY INFERABLE THEREFROM AS BEING NECESSARY TO PRODUCE THE INTENDED RESULTS. WORDS AND ABBREVIATIONS WHICH HAVE WELL KNOWN TECHNICAL OR TRADE MEANINGS ARE USED IN THE CONTRACT DOCUMENTS IN ACCORDANCE WITH SUCH MEANINGS. 3. THE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO BE FULLY EXPLANATORY AND SUPPLEMENTARY. MOREOVER, SHOULD ANYTHING BE SHOWN, INDICATED, OR SPECIFIED ON ONE AND NOT THE OTHER, IT SHALL BE DONE. 4. SHOULD EITHER THE DRAWINGS AND THE SPECIFICATIONS, OR ANY PARTICULAR SPECIFICATION, AND THE GENERAL CONDITIONS CONTRADICT EACH OTHER IN ANY POINT, OR REQUIRE CLARIFICATION, THE CONTRACTOR MUST CALL THE SAME TO THE ATTENTION OF THE ARCHITECT, AND THEIR DECISION SHALL BE OBTAINED PRIOR TO THE SUBMISSION OF BIDS - OTHERWISE, THE ARCHITECT'S INTERPRETATION WILL GOVERN THE PERFORMANCE OF THE WORK AND NO ALLOWANCE SHALL BE MADE IN BEHALF OF THE CONTRACTOR FOR ERROR OR NEGLIGENCE ON THEIR PART IN THIS CONNECTION. THE CONTRACTOR SHALL BEAR ALL COSTS (INCLUDING OVERTIME, AIR FREIGHT, ETC.) DUE TO THEIR ERRORS AND/ OR OMISSIONS PRIOR TO BIDDING. 5. SHOULD ANY ERROR OR INCONSISTENCY APPEAR IN THE DRAWINGS OR SPECIFICATIONS, THE CONTRACTOR, BEFORE PROCEEDING WITH WORK, MUST CLEARLY BRING THE SAME TO THE ATTENTION OF THE ARCHITECT FOR PROPER ADJUSTMENT, AND IN NO CASE PROCEED WITH THE WORK IN UNCERTAINTY NOR WITH INSUFFICIENT DRAWINGS. 6. THE CONTRACTOR AND EACH SUBCONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL MEASUREMENTS AT AND IN THE PROPOSED CONSTRUCTION BUILDING OR SITE OR SURROUNDINGS. NO CHARGE OR COMPENSATION SHALL BE ALLOWED DUE TO DIFFERENCES BETWEEN ACTUAL DIMENSIONS AND DIMENSIONS INDICATED ON THE DRAWINGS. ANY SUCH DISCREPANCY IN DIMENSIONS WHICH MAY BE FOUND SHALL BE SUBMITTED TO THE ARCHITECT. 7. CONTRACTOR SHALL FOLLOW SIZES IN SPECIFICATIONS OR FIGURES ON DRAWINGS IN PREFERENCE TO SCALE MEASUREMENTS AND FOLLOW DETAIL DRAWINGS IN PREFERENCE TO GENERAL DRAWINGS, AND FOLLOW ACTUAL FIELD CONDITIONS. 8. WHERE IT IS OBVIOUS THAT A DRAWING ILLUSTRATES ONLY A PART OF A GIVEN WORK, OR OF A NUMBER OF ITEMS, THE REMAINDER SHALL BE DEEMED REPETITIOUS AND SO CONSTRUCTED. 9. CONTRACTOR IS TO VERIFY THAT ALL EQUIPMENT (FIXTURES) ARE IN ACCORDANCE WITH PLANS AND SPECIFICATIONS. THE CONTRACTOR IS TO REPORT IMMEDIATELY BY PHONE AND WITHIN 24 HOURS IN WRITING TO THE ARCHITECT, ANY AND ALL EQUIPMENT THAT IS DAMAGED, OMITTED, OR NOT IN ACCORDANCE WITH PLANS AND SPECIFICATIONS. 10. THE CONTRACTOR IS TO ASSURE THAT THE PLACEMENT OF EQUIPMENT IS POSSIBLE BEFORE CONSTRUCTION OF ALL INTERIOR PARTITIONS ARE COMPLETED. USVISF DESCRIPTION DATE REV. PROJECT : OWNER: SHEET TITLE: PROJECT MANAGER: DRAWN BY: REVIEWED BY: PROJECT NUMBER: SHEET NUMBER: 76_2026 EH EH EH SEAL: ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF EMILY BURTON ARCHITECTURE, LLC. THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED, AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF EMILY BURTON ARCHITECTURE, LLC. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE PURPOSES ONLY. ARCHITECT EMILY R. HOBBS ST. THOMAS TECHNICAL CENTRE SOCCER FIELD 9500 WHEATLEY CENTER STE. 2 PMB 110 ST. THOMAS, VI 00802 (340)244-7191 CZM SUBMISSION 4/10/26 N-1 REMAINDER OF TRACT 1 ESTATE NAZARETH ST. THOMAS VI 00802 PO BOX 2346, KINGSHILL, VI 00851 C1.00 SURVEY 1 SCALE: 1/32" = 1'-0" SITE PLAN 32 32 FOUND FOUND FOUND FOUND FOUND FOUND FOUND FOUND FOUND FOUND FOUND FOUND FOUND FOUND FOUND 30 20 20 16 14 18 10 12 8 8 10 8 10 10 10 10 20 20 20 20 20 30 30 30 30 30 30 34 36 34 32 222'-4" 86'-3" 78'-10" 344'-6" 24'-0" 64'-7" 27'-2" 106'-0" 71'-0" 35'-7" 78'-7" R20'-0" R20'-0" 20'-0" RETENTION POND DRIVEWAY ENTRY PARKING LOT 127 SPACES RETENTION POND FENCE LINE FENCE LINE FENCE LINE REROUTED DRAINAGE PIPE SOCCER FIELD 225' x 330' FENCE LINE REROUTED DRAINAGE PIPE LANDSCAPE BUFFER LANDSCAPE BUFFER LANDSCAPE BUFFER LANDSCAPE BUFFER 1 C1.01 LEGEND DRAINAGE PATTERN NEW UTILITY LINE LIMIT OF DISTURBANCE BRUSH BERM SILT FENCE NORTH COMPACTED FILL GRADE (2) 18" W X 4" D CONC. W/ WWF MESH 24'-0" 6" CONCRETE GRADE DRAINAGE PIPE BEYOND TO EXISTING RETENTION POND . . DRAINAGE PIPE BEYOND TO EXISTING RETENTION POND SUBGRADE USVISF DESCRIPTION DATE REV. PROJECT : OWNER: SHEET TITLE: PROJECT MANAGER: DRAWN BY: REVIEWED BY: PROJECT NUMBER: SHEET NUMBER: 76_2026 EH EH EH SEAL: ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF EMILY BURTON ARCHITECTURE, LLC. THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED, AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF EMILY BURTON ARCHITECTURE, LLC. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE PURPOSES ONLY. ARCHITECT EMILY R. HOBBS ST. THOMAS TECHNICAL CENTRE SOCCER FIELD 9500 WHEATLEY CENTER STE. 2 PMB 110 ST. THOMAS, VI 00802 (340)244-7191 CZM SUBMISSION 4/10/26 N-1 REMAINDER OF TRACT 1 ESTATE NAZARETH ST. THOMAS VI 00802 PO BOX 2346, KINGSHILL, VI 00851 C1.01 SITE PLAN 2 SCALE: 1/32" = 1'-0" SITE PLAN EXTENTS OF DEVELOPMENT BRUSH BERM SILT FENCE TEMPORARY CONSTRUCTION DRIVEWAY ENTRY WITH WASH RACK. SEE 7/C1.02 PROJECT STAGING AND MATERIAL STORAGE AREA IN DRIVEWAY CONCRETE SWALE. SEE 8/C1.02 RETENTION POND SEE 1/C2.01 INTERMEDIATE RETENTION POND SEE 1/C2.01 PERMEABLE PAVERS WITH UNDERGROUND CHAMBERS EXTEND EXISTING SWALE AND ADD CHECK DAMS EXTEND EXISTING SWALE AND ADD CHECK DAMS SEE 5/C1.02 REMOVE EXISTING HEADWALL AND RIPRAP. REROUTE DRAINAGE TO THE WEST. MASONRY HEADWALL AND RIP RAP OUTFALL SEE 3/C1.02 SITE LIGHTING SEE 2/C2.02 1 SCALE: 1/2" - 1'-0" DRIVEWAY SECTION LEGEND DRAINAGE PATTERN NEW UTILITY LINE LIMIT OF DISTURBANCE BRUSH BERM SILT FENCE NORTH 32 32 FOUND FOUND FOUND FOUND FOUND FOUND FOUND FOUND FOUND FOUND FOUND FOUND FOUND FOUND FOUND 30 20 20 16 14 18 10 12 8 8 10 8 10 10 10 10 20 20 20 20 20 30 30 30 30 30 30 34 36 34 32 32 32 FOUND FOUND FOUND FOUND FOUND FOUND FOUND FOUND FOUND FOUND FOUND FOUND FOUND FOUND FOUND 30 20 20 16 14 18 10 12 8 8 10 8 10 10 10 10 20 20 20 20 20 30 30 30 30 30 30 34 36 34 32 71'-0" RETENTION POND DRIVEWAY ENTRY RETENTION POND FENCE LINE FENCE LINE FENCE LINE REROUTED DRAINAGE PIPE FENCE LINE REROUTED DRAINAGE PIPE PARKING LOT 47,175 SQ.FT. SOCCER FIELD 74,250 SQ.FT. FENCE LINE 18" (450 mm) MIN* 12' (3.7 m) MAX 51" (1295 mm) 6" (150 mm) MIN 6" (150 mm) MIN 12" (300 mm) TYP 30" (760 mm) DEPTH OF STONE TO BE DETERMINED BY SITE DESIGN ENGINEER 9" (230 mm) MIN 12" (300 mm) MIN SITE DESIGN ENGINEER IS RESPONSIBLE FOR THE ENSURING THE REQUIRED BEARING CAPACITY OF SUBGRADE SOILS PAVEMENT LAYER (DESIGNED BY SITE DESIGN ENGINEER) CHAMBERS SHALL BE BE DESIGNED IN ACCORDANCE WITH ASTM F2787 "STANDARD PRACTICE FOR STRUCTURAL DESIGN OF THERMOPLASTIC CORRUGATED WALL STORMWATER COLLECTION CHAMBERS". GRANULAR WELL-GRADED SOIL/AGGREGATE MIXTURES, <35% FINES, COMPACT IN 6" (150 mm) MAX LIFTS TO 95% PROCTOR DENSITY. SEE THE TABLE OF ACCEPTABLE FILL MATERIALS. ADS GEOSYTHETICS 601T NON-WOVEN GEOTEXTILE ALL AROUND CLEAN, CRUSHED, ANGULAR EMBEDMENT STONE CHAMBERS SHALL MEET ASTM F2418 "STANDARD SPECIFICATION FOR POLYPROPLENE (PP) CORRUGATED WALL STORMWATER COLLECTION CHAMBERS". EMBEDMENT STONE SHALL BE A CLEAN, CRUSHED AND ANGULAR STONE WITH AN AASHTO M43 DESIGNATION BETWEEN #3 AND #57 PERIMETER STONE EXCAVATION WALL (CAN BE SLOPED OR VERTICAL) SC-740/DC-780 END CAP *MINIMUM COVER TO BOTTOM OF FLEXIBLE PAVEMENT. FOR UNPAVED INSTALLATIONS WHERE RUTTING FROM VEHICLES MAY OCCUR, INCREASE COVER TO 24" (600 mm). USVISF DESCRIPTION DATE REV. PROJECT : OWNER: SHEET TITLE: PROJECT MANAGER: DRAWN BY: REVIEWED BY: PROJECT NUMBER: SHEET NUMBER: 76_2026 EH EH EH SEAL: ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF EMILY BURTON ARCHITECTURE, LLC. THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED, AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF EMILY BURTON ARCHITECTURE, LLC. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE PURPOSES ONLY. ARCHITECT EMILY R. HOBBS ST. THOMAS TECHNICAL CENTRE SOCCER FIELD 9500 WHEATLEY CENTER STE. 2 PMB 110 ST. THOMAS, VI 00802 (340)244-7191 CZM SUBMISSION 4/10/26 N-1 REMAINDER OF TRACT 1 ESTATE NAZARETH ST. THOMAS VI 00802 PO BOX 2346, KINGSHILL, VI 00851 C1.02 CONSTRUCTION SITE PLAN 1 SCALE: NTS UNDERGROUND WATER CHAMBER DETAIL UNDERGROUND WATER STORAGE CHAMBERS UNDERGROUND WATER STORAGE CHAMBERS 2 SCALE: 1/32" = 1'-0" SITE PLAN REMOVE 15 TREES. MAINTAIN ALL NATURAL SURROUNDINGS. REMOVE ONLY NECESSARY VEGETATION TO REROUTE DRAINAGE. EXISTING GRADE #4 REBAR POSTS @ 8'-0" O.C. SILT TRENCH CUT INTO UPHILL SIDE AND LINED WITH FILTER FABRIC (FILL WITH ROCKS & SOIL) 3'-0" HIGH NYLON SILT FENCING P L A N PIPE S E C T I O N #4 @ 8" o.c. FINISH GRADE 2-#4Ø HORZ. BREAKER ROCK #4 @ 12" o.c. 4x4x6/6 W.W.M. #4 @ 8" o.c. VERT. #3 @ 12" o.c. HORZ. #4 @ 8" o.c. 3 - #4 CONT. 3 @ 18" o.c. 8" 1'-0" 1'-4" #4 @ 8" VERT. #4 @ 12" HORZ. 3 - 2"x4" DRAIN OPENINGS PIPE 3'-0" 9'-4" 2' MIN. PAD TOP OF SLOPE 12" MIN. 2:1 SLOPE INSTALL AT THE TOP OF ALL SLOPES TO CONTROL PAD DRAINAGE FROM SLOPE UNDISTURBED GRADE OR 95% COMPACTED FILL 6" CONCRETE SLAB WITH 6" DEEP x 3'-0" WIDE SWALE 6x6 W2.9 x W2.9 WIRE MESH 6" 3'-0 EMBANKMENT WATER LINE FLOOD CONTROL INFILTRATION BASIN BERM AND STONE OVERFLOW SEE 4/C2.01 EMBANKMENT BERM AND STONE OVERFLOW SEE 4/C2.01 A. PERMEABLE PAVER FROM TECHO-BLOC B. JOINT FILLING MATERIAL ASTM No 8 (CSA 2.5-10 mm) AGGREGATE C. BEDDING COURSE, 1 12" TO 2'' (40 TO 50 mm) ASTM No 8 (CSA 2.5-10 mm) AGGREGATE D. BASE COURSE, 4'' (100 mm) ASTM No. 57 (CSA 5-28 mm) AGGREGATE E. SUBBASE COURSE ASTM No. 2 (CSA 40-80 mm) AGGREGATE F. GEOTEXTILE G. SUBGRADE H. CONCRETE EDGE CASE No 1 - FULL INFILTRATION VARIABLE A B C D E F G H 6" DIA. PIPE. WRAP WITH THERMAL TAPE WITHIN 15' OF OPEN END. COVER WITH ROCK AS REQ'D. TO SECURE IN POSITION S.S. MESH RODENT SCREEN ATTACHED AT END OF PIPE SWALE USVISF DESCRIPTION DATE REV. PROJECT : OWNER: SHEET TITLE: PROJECT MANAGER: DRAWN BY: REVIEWED BY: PROJECT NUMBER: SHEET NUMBER: 76_2026 EH EH EH SEAL: ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF EMILY BURTON ARCHITECTURE, LLC. THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED, AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF EMILY BURTON ARCHITECTURE, LLC. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE PURPOSES ONLY. ARCHITECT EMILY R. HOBBS ST. THOMAS TECHNICAL CENTRE SOCCER FIELD 9500 WHEATLEY CENTER STE. 2 PMB 110 ST. THOMAS, VI 00802 (340)244-7191 CZM SUBMISSION 4/10/26 N-1 REMAINDER OF TRACT 1 ESTATE NAZARETH ST. THOMAS VI 00802 PO BOX 2346, KINGSHILL, VI 00851 C2.01 STORM WATER CONTROLS SITE DETAILS 2 SCALE: NTS PERMEABLE PAVER DETAIL 7 SCALE: NTS CONSTRUCTION DRIVEWAY ENTRY DETAIL 8 SCALE: 1" = 1' - 0" SWALE DETAIL 9 SCALE: 1" = 1' - 0" SILT FENCE DETAIL 1 SCALE: NTS RETENTION POND 3 SCALE: 1/2" = 1' - 0" HEADWALL DETAIL 5 SCALE: 1 1/2" = 1' - 0" DRAINAGE DETAIL 6 SCALE: 1" = 1' - 0" BERM DETAIL 4 SCALE: 1 1/2" = 1' - 0" STONE OVERFLOW DETAIL 30' 4' SOLAR PANEL ELECTRICAL PANEL LEVEL 30' - 0" LEVEL 20' - 0" LEVEL MAIN ROAD PROPERTY LINE PROPERTY LINE ATHLETIC FIELD 330'-0" 10' - 0" 212" 1'-0" 2" 2" 212" 8'-0" CHAIN LINK FABRIC TOP RAIL BOTTOM RAIL TERMINAL POST 10'-0" MAX. CHAIN LINK FABRIC TOP RAIL BOTTOM RAIL 8'-0" 3'-0" USVISF DESCRIPTION DATE REV. PROJECT : OWNER: SHEET TITLE: PROJECT MANAGER: DRAWN BY: REVIEWED BY: PROJECT NUMBER: SHEET NUMBER: 76_2026 EH EH EH SEAL: ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF EMILY BURTON ARCHITECTURE, LLC. THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED, AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF EMILY BURTON ARCHITECTURE, LLC. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE PURPOSES ONLY. ARCHITECT EMILY R. HOBBS ST. THOMAS TECHNICAL CENTRE SOCCER FIELD 9500 WHEATLEY CENTER STE. 2 PMB 110 ST. THOMAS, VI 00802 (340)244-7191 CZM SUBMISSION 4/10/26 N-1 REMAINDER OF TRACT 1 ESTATE NAZARETH ST. THOMAS VI 00802 PO BOX 2346, KINGSHILL, VI 00851 C2.02 SITE DETAILS 1 SCALE: 1/16" = 1'-0" SITE SECTION 2 SCALE: NTS SITE LIGHTING DETAIL 3 SCALE: 1/2" = 1'-0" PERIMETER CHAINLINK FENCE USVISF DESCRIPTION DATE REV. PROJECT : OWNER: SHEET TITLE: PROJECT MANAGER: DRAWN BY: REVIEWED BY: PROJECT NUMBER: SHEET NUMBER: 76_2026 EH EH EH SEAL: ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF EMILY BURTON ARCHITECTURE, LLC. THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED, AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF EMILY BURTON ARCHITECTURE, LLC. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE PURPOSES ONLY. ARCHITECT EMILY R. HOBBS ST. THOMAS TECHNICAL CENTRE SOCCER FIELD 9500 WHEATLEY CENTER STE. 2 PMB 110 ST. THOMAS, VI 00802 (340)244-7191 CZM SUBMISSION 4/10/26 N-1 REMAINDER OF TRACT 1 ESTATE NAZARETH ST. THOMAS VI 00802 PO BOX 2346, KINGSHILL, VI 00851 P1.00 DRIVEWAY ENTRY SITE PHOTOS DRIVEWAY ENTRY LOOKING NORTH DRIVEWAY ENTRY DRIVEWAY ENTRY DRIVEWAY ENTRY LOOKING SOUTH