INDEX OF SHEETS
INDEX OF SHEETS SUMMARY OF PROPOSED ACTIVITY 1. PURPOSE OF PROJECT: TO CONSTRUCT A THREE BAY GARAGE WITH A FULL BATHROOM, OFFICE, STORAGE AND HALF BATHROOM. 2. PRESENCE AND LOCATION OF ANY CRITICAL AREAS: NONE NOTED 3. PROPOSED METHOD OF LAND CLEARING: EXCAVATION AT FOOTINGS IS REQUIRED. INDUSTRY STANDARD EARTH - MOVING EQUIPMENT TO BE UTILIZED. 4. PROVISIONS TO PRESERVE TOPSOIL AND LIMIT SITE DISTURBANCE : SEE SHEET 2 5. EROSION AND SEDIMENT CONTROL DEVICES: SEE SHEET 2.1 6. SCHEDULE FOR EARTH CHANGING ACTIVITIES AND IMPLEMENTATION OF EROSION/SEDIMENT CONTROL MEASURES: SEE SHEET 2.1 7. STORM WATER MANAGEMENT : EXISTING NATURAL GUT IS SHOWN 8. METHOD OF SEWAGE DISPOSAL : SEWAGE TREATMENT SYSTEM . 9. THE PROPOSED DEVELOPMENT IS SCHEDULED TO BE COMPLETED WITHIN ONE YEAR, PROVIDED THAT ALL NECESSARY PERMITS ARE SECURED. COVER SHEET C-0 PARCEL # 17-D-5 ADRIAN NO.18 PROPOSED GARAGE FOR ST. JOHN MAINTENANCE JOHN D. & MAXENTIUS GRIFFITH CRUZ BAY QTR ST. JOHN U.S.V.I. REVISIONS PROPOSED GARAGE FOR: ST. JOHN MAINTENANCE PARCEL NO. 17-D-5 ADRIAN NO.18 CRUZ BAY QTR ST. JOHN. …
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INDEX OF SHEETS SUMMARY OF PROPOSED ACTIVITY 1. PURPOSE OF PROJECT: TO CONSTRUCT A THREE BAY GARAGE WITH A FULL BATHROOM, OFFICE, STORAGE AND HALF BATHROOM. 2. PRESENCE AND LOCATION OF ANY CRITICAL AREAS: NONE NOTED 3. PROPOSED METHOD OF LAND CLEARING: EXCAVATION AT FOOTINGS IS REQUIRED. INDUSTRY STANDARD EARTH - MOVING EQUIPMENT TO BE UTILIZED. 4. PROVISIONS TO PRESERVE TOPSOIL AND LIMIT SITE DISTURBANCE : SEE SHEET 2 5. EROSION AND SEDIMENT CONTROL DEVICES: SEE SHEET 2.1 6. SCHEDULE FOR EARTH CHANGING ACTIVITIES AND IMPLEMENTATION OF EROSION/SEDIMENT CONTROL MEASURES: SEE SHEET 2.1 7. STORM WATER MANAGEMENT : EXISTING NATURAL GUT IS SHOWN 8. METHOD OF SEWAGE DISPOSAL : SEWAGE TREATMENT SYSTEM . 9. THE PROPOSED DEVELOPMENT IS SCHEDULED TO BE COMPLETED WITHIN ONE YEAR, PROVIDED THAT ALL NECESSARY PERMITS ARE SECURED. COVER SHEET C-0 PARCEL # 17-D-5 ADRIAN NO.18 PROPOSED GARAGE FOR ST. JOHN MAINTENANCE JOHN D. & MAXENTIUS GRIFFITH CRUZ BAY QTR ST. JOHN U.S.V.I. REVISIONS PROPOSED GARAGE FOR: ST. JOHN MAINTENANCE PARCEL NO. 17-D-5 ADRIAN NO.18 CRUZ BAY QTR ST. JOHN. U.S.V.I A-2 SITE DETAILS A-2.1 SITE PLAN DETAILS A-3 PROPOSED FOUNDATION PLAN A-4 PROPOSED GARAGE LEVEL FLOOR PLAN E-1.0 PROPOSED GARAGE LEVEL ELECTRICAL PLAN P-1.0 PROPOSED GARAGE LEVEL PLUMBING PLAN C-0 COVER SHEET GN -1 GENERAL NOTES A-6 BUILDING SECTION PROFILE A -9.0 PROPOSED ROOFING PLAN A-10 DETAILS PLAN A-5 ELEVATION PLAN PROJECT LOCATION CARIBBEAN SEA REEF BAY FISH BAY RENDEZVOUS BAY WESTIN ENIGHED POND CRUZ BAY WINDWARD PASSAGE CORAL HARBOR JOHNS FOLLY BAY CANEEL BAY HAWKSNEST BAY DRUNK BAY 20 40 F E E T N GRAPHIC SCALE A-7 BUILDING SITE PROFILE D E E 8" A-2 60°33'26"E 223.33' N00°52'09"E 257.66' S15°30'51"E 182.60' N57°14'51"E 43.57' 15.00' E55°57'14"E 20.00' N23°45'09"W 50.45' N71°09'51"E 51.00' PARCEL No.17 D-5 36.155 sq ft or 0.83 AC. PARCEL No.17 D-3 PARCEL No.17 D-4 PARCEL No.17 D-2 630'-0" 640'-0" 650'-0" 660'-0" 670'-0" 680'-0" 690'-0" 700'-0" 710'-0" 720'-0" 730'-0" 740'-0" 750'-0" 620'-0" 660'-0" 670'-0" 680'-0" 690'-0" 700'-0" 710'-0" TYPICAL ROOF CORRUGATED METAL ROOFING OVER 2X FRAMING, SEE S-PLANS FOR SPECIFICATIONS ALUMINUM GUTTER SLOPED TO DOWNSPOUT, MOUNTED ON PAINTED FASCIA BOARD A-2.1 TYPICAL ROOF: CORRUGATED METAL ROOFING OVER 2X FRAMING, SEE S-PLANS FOR SPECIFICATIONS ALUMINUM GUTTER SLOPED TO DOWNSPOUT, MOUNTED ON PAINTED FASCUA BOARD TYPICAL EXTERIOR WALL: 2X6 STUD WALL@ 16"O.C W/PAINTED HORIZONTAL SHIPLAP SIDING CONCRETE SLAB ON GRADE, SEE S-PLANS FOR SPECIFICATIONS D 3 3 TYPICAL ROOF: CORRUGATED METAL ROOFING OVER 2X FRAMING, SEE S-PLANS FOR SPECIFICATIONS ALUMINUM GUTTER SLOPED TO DOWNSPOUT, MOUNTED ON PAINTED FASCUA BOARD TYPICAL EXTERIOR WALL: 2X6 STUD WALL@ 16"O.C W/PAINTED HORIZONTAL SHIPLAP SIDING CONCRETE SLAB ON GRADE, SEE S-PLANS FOR SPECIFICATIONS PRE-MANUFACTURED ALUMINUM GARAGE DOORS D E E TYPICAL EXTERIOR WALL: 2X6 STUD WALL@ 16"O.C W/PAINTED HORIZONTAL SHIPLAP SIDING TYPICAL ROOF: CORRUGATED METAL ROOFING OVER 2X FRAMING, SEE S-PLANS FOR SPECIFICATIONS ALUMINUM GUTTER SLOPED TO DOWNSPOUT, MOUNTED ON PAINTED FASCUA BOARD CONCRETE SLAB ON GRADE, SEE S-PLANS FOR SPECIFICATIONS TYPICAL EXTERIOR WALL: 2X6 STUD WALL@ 16"O.C W/PAINTED HORIZONTAL SHIPLAP SIDING TYPICAL ROOF: CORRUGATED METAL ROOFING OVER 2X FRAMING, SEE S-PLANS FOR SPECIFICATIONS ALUMINUM GUTTER SLOPED TO DOWNSPOUT, MOUNTED ON PAINTED FASCUA BOARD CONCRETE SLAB ON GRADE, SEE S-PLANS FOR SPECIFICATIONS A-5 680 690 700 710 720 730 740 670 660 650 640 630 620 TYPICAL ROOF: CORRUGATED METAL ROOFING OVER 2X RAFTERS & COLLAR TIE'S SEE S PLANS FOR SPECIFICATIONS TYPICAL EXTERIOR WALL: 2X6 STUD WALL @ 16:O.C W/PAINTED HORIZONTAL SHIPLAP SIDING CONCRETE SLAB ON GRADE, SEE S-PLANS FOR SPECIFICATIONS SUITABLE UNDISTURBED SOIL, TYP. 95% COMPACTED AREA TO BE BACK FILLED AREA TO BE EXCAVATED RETAINING WALL RETAINING WALL RETAINING WALL A-7