St. Croix Ed. Complex Track and Field Project

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Date: 2024-02-06
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Structural Suspended STRL SUSP Aluminum Architect Average Beam Board Brase Bronze Building Diameter Dimension Door Down Drawing Drinking fountain Each Electric Electric water Equal Equipment Estimate Existing Exterior Fabricate Feet Finish Finished Fireproof Floor Fluoresent Full size Furnished Gauge General Glass DIA DIM DR DN DWG DF EA or Ea. ELEC EWC EQL or EQ EQUIP EST EXIST EXT FAB FT. FIN FURN GA GEN GL GYPBD HDW HDWD HT or HGT HC HOR or HORIZ HW INT J-BOX ORJB LAV LT Section Stainless steel Standard Steel System Telephone Temperature Tonge and grove Tread Typical Unfinished Urinal Vent through roof Verify in the field Vertical Vinyl tile Wainscot Water closet Water proof Weight Width With Without Wood Wrought iron S ST STD ST or STL SYS TEL TEMP T&G TR TYP UNF UR VTR VIF VERT VTILE or V.T. WCT WC WT W W/ W/O WD WI Acoustic Above finished floor SECT ACST or ACOUST CAB CLG CL CM CER CLR CW COL CONC CMU CONST CONT CONTR DEMO DET ARCH AVG BM BRD BR BRZ BLDG Floor Drain F.D. WP or WTRPRF SPEC SCH Rough Schedule Specification Horizontal Inch Hot water Insulation Interior Junction box Lavatory Light Lighting Linear Manufacture Manufactured Marble Masonry Masonry opening Material Maximum AFF AL or ALUM Cabinet Ceiling Center line Centimeter Ceramic Clear Cold Water Column Concrete Concrete Masonry Unit Construction Continuous Contractor Demolition Square SQ RGH ABBREVIATIONS Detail Hollow core Height Hardwood Hardware Gypsum board Mechanical Meter Minimum LTG MFR MFD MAR MAS MO MTL MAX M MIN MECH Natural Nominal Not in contract Not to scale Number NO or # NIS NIC NOM NAT Mullion Miscellaneous MULL MISC L FIND FP FL FS FLUOR Pluming Plywood Quantity Quarry title Radius Reference Reinforce Remove Required Revision REV REQD RMV REINF REF R or RAD. QT QTY PLY PLBG Riser R On center Opening Opposite Partition Plate Plastic laminate PL LAM PL PTN OPP OPG ST. CROIX, U.S. VIRGIN ISLANDS ARCHITECT THE deJONGH GROUP,PC ARCHITECTS & PLANNERS 2200 ESTATE STABBI ST. THOMAS USVI 00802 T_340.774.8035 & F_340.774.3611 STRUCTURAL ENGINEER MEP 5A-5C VICORP LAND KINGSHILL ISLAND MAP ST. CROIX SITE LOCATION MAP ST. CROIX ATLANTIC OCEAN CARIBBEAN SEA COVER SHEET DRAWING LIST CIVIL DRAWINGS COVER SHEET G1.00 C1 ARCHITECTURAL DRAWINGS EXISTING CONDITIONS & EROSION CONTROL PLAN C2 SITE GEOMETRY THE DEPARTMENT OF EDUCATION ST. CROIX EDUCATIONAL COMPLEX HIGH SCHOOL TRACK & FIELD RENOVATION PROJECT C3 GRADING PLAN C5 TRACK & FIELD SURFACE DRAINAGE C6 CROSS SECTION C4 STOCKPILE, CROSS SECTION C7 DETAILS C8 STORMWATER DETAILS A1.0 OVERALL PLAN A1.1 EQUAL QUADRANT (8) LANE TRACK LAYOUT A1.2 FOOTBALL FIELD A1.3 DISCUS/HAMMER THROW LOCATION A1.4 HIGH JUMP LOCATION A1.5 JAVELIN THROW LOCATION A1.6 LONG JUMP/TRIPLE JUMP LOCATION A1.7 POLE VAULT LOCATION A1.8 SHOT PUT LOCATION A1.9 SOCCER FIELD A2.1 SHOT PUT DETAILS AND NOTES A2.2 A2.3 LONG & TRIPLE JUMP DETAILS A2.4 LONG/TRIPLE, SAND TRAP & POLE VAULT DETAILS DISCUS, HAMMER THROW, JAVELIN THROW LAYOUT & DETAILS C9 IRRIGATION PLAN A3.0 RESTROOM FLOOR PLANS A3.1 RESTROOM ELEVATIONS A3.2 RESTROOM ROOF PLAN AND ROOF FRAMING PLAN A3.3 RESTROOM WINDOW AND DOOR SCHEDULE A4.1 RESTROOM FOUNDATION PLAN AND DETAILS A4.2 RESTROOM SLAB PLAN AND DETAILS A4.3 RESTROOM SECTION A-A A4.4 NOTES AND DETAILS E1.1 POWER , LIGHTING LAYOUTS AND NOTES P1.1 PLUMBING LAYOUT AND NOTES A4.5 INTERIOR ELEVATIONS A4.6 INTERIOR ELEVATIONS E2.2 E2.3 E2.4 E2.5 A4.7 INTERIOR ELEVATIONS A2.5 HAMMER & DISCUS CAGE LAYOUT A2.6 SPECIFICATIONS SUBSURFACE DRAINAGE C10 THE deJONGH GROUP, PC ARCHITECTS & PLANNERS 2200 ESTATE STAABI ST. THOMAS, USVI 00802 PH. 340.774.8035 REVISIONS SHEET: DRAWN BY: CHECKED BY: SCALE: JOB NO: DATE: deJONGH DEPARTMENT OF EDUCATION ST CROIX EDUCATIONAL COMPLEX HIGH SCHOOL TRACK & FIELD RENOVATION PROJECT 5A-5C VICORP LAND, KINGSHILL ST. CROIX, U.S.V.I. 2010.7B 05/27/2014 CONSTRUCTION DOCUMENTS ISSUED FOR BID COVER SHEET O.C. NOT TO SCALE G1.00 1.5" .50"/hr 55 A1 2" 1.40"/hr 83 A5 2" 1.40"/hr 83 A6 2" 1.40"/hr 83 A2 .60"/hr 2" 115 A8 A7 83 2" 1.40"/hr .60"/hr 2" 115 A9 .60"/hr 2" 115 A10 1.40"/hr A1 110 2" A4 1.40"/hr 83 2" A3 1.40"/hr 2" 83 EXISTING BLEACHERS 2200 GAL SEPTIC TANK 2800 SQ FT DRAINAGEFIELD THE deJONGH GROUP, PC ARCHITECTS & PLANNERS 2200 ESTATE STAABI ST. THOMAS, USVI 00802 PH. 340.774.8035 REVISIONS SHEET: DRAWN BY: CHECKED BY: SCALE: JOB NO: DATE: deJONGH DEPARTMENT OF EDUCATION ST CROIX EDUCATIONAL COMPLEX HIGH SCHOOL TRACK & FIELD RENOVATION PROJECT 5A-5C VICORP LAND, KINGSHILL ST. CROIX, U.S.V.I. 2010.7B 05/27/2014 CONSTRUCTION DOCUMENTS ISSUED FOR BID IRRIGATION PLAN NOT TO SCALE C10 1 IRRIGATION PLAN AND NOTES SCALE: N.T.S = NOT TO SCALE SOCCER FIELD SOCCER FIELD SOCCER FIELD SOCCER FIELD FOOTBALL FIELD FOOTBALL FIELD FOOTBALL FIELD FOOTBALL FIELD LAYOUT LAYOUT LAYOUT LAYOUT JAVELIN JAVELIN JAVELIN JAVELIN / HAMMER THROW / HAMMER THROW / HAMMER THROW / HAMMER THROW DISCUS DISCUS DISCUS DISCUS SHOTPUT SHOTPUT SHOTPUT SHOTPUT HIGH JUMP HIGH JUMP HIGH JUMP HIGH JUMP POLE VAULT POLE VAULT POLE VAULT POLE VAULT LONG JUMP LONG JUMP LONG JUMP LONG JUMP AND TRIPLE AND TRIPLE AND TRIPLE AND TRIPLE JUMP JUMP JUMP JUMP EXISTING BLEACHERS NEW RESTROOM FACILITY AND NEW CONCRETE PATHWAY THE deJONGH GROUP, PC ARCHITECTS & PLANNERS 2200 ESTATE STAABI ST. THOMAS, USVI 00802 PH. 340.774.8035 REVISIONS SHEET: DRAWN BY: CHECKED BY: SCALE: JOB NO: DATE: deJONGH DEPARTMENT OF EDUCATION ST CROIX EDUCATIONAL COMPLEX HIGH SCHOOL TRACK & FIELD RENOVATION PROJECT 5A-5C VICORP LAND, KINGSHILL ST. CROIX, U.S.V.I. 2010.7B 05/27/2014 CONSTRUCTION DOCUMENTS ISSUED FOR BID 1 EQUAL QUADRANT OVERALL EVENT LAYOUTS SCALE: 1"=30'-0" EQUAL QUADRANT TRACK OVERALL INTERIOR FIELD EVENT LAYOUTS A1.0 LMD 1" = 30'-0" EQUAL QUADRANT TRACK (8) 42" LANES ALL EVENTS INSIDE EQUAL QUADRANT TRACK (8) 42" LANES ALL EVENTS INSIDE EXISTING CONCRETE PLATFORM TO REMAIN ALONG WITH EXISTING BLEACHERS EXISTING BLEACHERS NEW RESTROOM FACILITY AND NEW CONCRETE PATHWAY THE deJONGH GROUP, PC ARCHITECTS & PLANNERS 2200 ESTATE STAABI ST. THOMAS, USVI 00802 PH. 340.774.8035 REVISIONS SHEET: DRAWN BY: CHECKED BY: SCALE: JOB NO: DATE: deJONGH DEPARTMENT OF EDUCATION ST CROIX EDUCATIONAL COMPLEX HIGH SCHOOL TRACK & FIELD RENOVATION PROJECT 5A-5C VICORP LAND, KINGSHILL ST. CROIX, U.S.V.I. 2010.7B 05/27/2014 CONSTRUCTION DOCUMENTS ISSUED FOR BID EQUAL QUADRANT TRACK LMD A1.1 1" = 30'-0" FOOTBALL FIELD FOOTBALL FIELD FOOTBALL FIELD FOOTBALL FIELD LAYOUT LAYOUT LAYOUT LAYOUT END ZONE END ZONE END ZONE END ZONE END ZONE END ZONE END ZONE END ZONE 10 10 10 10 20 20 20 20 30 30 30 30 40 40 40 40 50 50 50 50 10 10 10 10 20 20 20 20 30 30 30 30 40 40 40 40 10 10 10 10 20 20 20 20 30 30 30 30 40 40 40 40 50 50 50 50 10 10 10 10 20 20 20 20 30 30 30 30 40 40 40 40 EXISTING BLEACHERS AND NEW CONCRETE PATHWAY THE deJONGH GROUP, PC ARCHITECTS & PLANNERS 2200 ESTATE STAABI ST. THOMAS, USVI 00802 PH. 340.774.8035 REVISIONS SHEET: DRAWN BY: CHECKED BY: SCALE: JOB NO: DATE: deJONGH DEPARTMENT OF EDUCATION ST CROIX EDUCATIONAL COMPLEX HIGH SCHOOL TRACK & FIELD RENOVATION PROJECT 5A-5C VICORP LAND, KINGSHILL ST. CROIX, U.S.V.I. 2010.7B 05/27/2014 CONSTRUCTION DOCUMENTS ISSUED FOR BID 1 FOOTBALL FIELD LAYOUT SCALE: 1"=30'-0" FOOTBALL FIELD B.S. & O.C. , LD 1" = 30'-0" A1.2 DISCUS DISCUS DISCUS DISCUS EXISTING BLEACHERS NEW RESTROOM FACILITY AND NEW CONCRETE PATHWAY THE deJONGH GROUP, PC ARCHITECTS & PLANNERS 2200 ESTATE STAABI ST. THOMAS, USVI 00802 PH. 340.774.8035 REVISIONS SHEET: DRAWN BY: CHECKED BY: SCALE: JOB NO: DATE: deJONGH DEPARTMENT OF EDUCATION ST CROIX EDUCATIONAL COMPLEX HIGH SCHOOL TRACK & FIELD RENOVATION PROJECT 5A-5C VICORP LAND, KINGSHILL ST. CROIX, U.S.V.I. 2010.7B 05/27/2014 CONSTRUCTION DOCUMENTS ISSUED FOR BID 1 DISCUS / HAMMER LAYOUT PLAN SCALE: 1"=30'-0" DISCUS/HAMMER THROW LOCATION B.S. & O.C., LD 1" = 30'-0" A1.3 A1.2 HIGH JUMP HIGH JUMP HIGH JUMP HIGH JUMP LINE DENOTES LINE DENOTES LINE DENOTES LINE DENOTES EXTERIOR EDGE EXTERIOR EDGE EXTERIOR EDGE EXTERIOR EDGE OF FOOTBALL OF FOOTBALL OF FOOTBALL OF FOOTBALL ENDZONE ENDZONE ENDZONE ENDZONE EXISTING BLEACHERS THE deJONGH GROUP, PC ARCHITECTS & PLANNERS 2200 ESTATE STAABI ST. THOMAS, USVI 00802 PH. 340.774.8035 REVISIONS SHEET: DRAWN BY: CHECKED BY: SCALE: JOB NO: DATE: deJONGH DEPARTMENT OF EDUCATION ST CROIX EDUCATIONAL COMPLEX HIGH SCHOOL TRACK & FIELD RENOVATION PROJECT 5A-5C VICORP LAND, KINGSHILL ST. CROIX, U.S.V.I. 2010.7B 05/27/2014 CONSTRUCTION DOCUMENTS ISSUED FOR BID 1 HIGH JUMP LAYOUT SCALE: 1"=30'-0" HIGH JUMP LOCATION B.S. & O.C., LD 1"=30'-0" A1.4 A1.3 JAVELIN JAVELIN JAVELIN JAVELIN EXISTING BLEACHERS NEW RESTROOM FACILITY AND NEW CONCRETE PATHWAY THE deJONGH GROUP, PC ARCHITECTS & PLANNERS 2200 ESTATE STAABI ST. THOMAS, USVI 00802 PH. 340.774.8035 REVISIONS SHEET: DRAWN BY: CHECKED BY: SCALE: JOB NO: DATE: deJONGH DEPARTMENT OF EDUCATION ST CROIX EDUCATIONAL COMPLEX HIGH SCHOOL TRACK & FIELD RENOVATION PROJECT 5A-5C VICORP LAND, KINGSHILL ST. CROIX, U.S.V.I. 2010.7B 05/27/2014 CONSTRUCTION DOCUMENTS ISSUED FOR BID 1 JAVELIN THROW LAYOUT AND NOTES SCALE: 1" = 30'-0" A1.5 JAVELIN THROW LOCATION L.D. 1" = 30'-0" A1.5 LONG JUMP LONG JUMP LONG JUMP LONG JUMP AND TRIPLE AND TRIPLE AND TRIPLE AND TRIPLE JUMP JUMP JUMP JUMP EXISTING BLEACHERS THE deJONGH GROUP, PC ARCHITECTS & PLANNERS 2200 ESTATE STAABI ST. THOMAS, USVI 00802 PH. 340.774.8035 REVISIONS SHEET: DRAWN BY: CHECKED BY: SCALE: JOB NO: DATE: deJONGH DEPARTMENT OF EDUCATION ST CROIX EDUCATIONAL COMPLEX HIGH SCHOOL TRACK & FIELD RENOVATION PROJECT 5A-5C VICORP LAND, KINGSHILL ST. CROIX, U.S.V.I. 2010.7B 05/27/2014 CONSTRUCTION DOCUMENTS ISSUED FOR BID 1 LONG/ TRIPLE JUMP LAYOUT SCALE: 1"=30'-0" A1.5 LONG JUMP LOCATION O.C., LD 1" = 30'-0" A1.6 POLE VAULT POLE VAULT POLE VAULT POLE VAULT EXISTING BLEACHERS NEW RESTROOM FACILITY AND NEW CONCRETE PATHWAY THE deJONGH GROUP, PC ARCHITECTS & PLANNERS 2200 ESTATE STAABI ST. THOMAS, USVI 00802 PH. 340.774.8035 REVISIONS SHEET: DRAWN BY: CHECKED BY: SCALE: JOB NO: DATE: deJONGH DEPARTMENT OF EDUCATION ST CROIX EDUCATIONAL COMPLEX HIGH SCHOOL TRACK & FIELD RENOVATION PROJECT 5A-5C VICORP LAND, KINGSHILL ST. CROIX, U.S.V.I. 2010.7B 05/27/2014 CONSTRUCTION DOCUMENTS ISSUED FOR BID 1 POLE VAULT LAYOUT SCALE: 1"=30'-0" POLE VAULT LOCATION B.S. & O.C., LD 1"=30'-0" A1.7 A1.6 SHOTPUT SHOTPUT SHOTPUT SHOTPUT EXISTING BLEACHERS NEW RESTROOM FACILITY AND NEW CONCRETE PATHWAY THE deJONGH GROUP, PC ARCHITECTS & PLANNERS 2200 ESTATE STAABI ST. THOMAS, USVI 00802 PH. 340.774.8035 REVISIONS SHEET: DRAWN BY: CHECKED BY: SCALE: JOB NO: DATE: deJONGH DEPARTMENT OF EDUCATION ST CROIX EDUCATIONAL COMPLEX HIGH SCHOOL TRACK & FIELD RENOVATION PROJECT 5A-5C VICORP LAND, KINGSHILL ST. CROIX, U.S.V.I. 2010.7B 05/27/2014 CONSTRUCTION DOCUMENTS ISSUED FOR BID 1 SHOT PUT LAYOUT SCALE: 1"=30'-0" SHOT PUT LOCATION B.S. & O.C., LD 1" =30'-0" A1.8 A1.7 SOCCER FIELD SOCCER FIELD SOCCER FIELD SOCCER FIELD EXISTING BLEACHERS PATHWAY THE deJONGH GROUP, PC ARCHITECTS & PLANNERS 2200 ESTATE STAABI ST. THOMAS, USVI 00802 PH. 340.774.8035 REVISIONS SHEET: DRAWN BY: CHECKED BY: SCALE: JOB NO: DATE: deJONGH DEPARTMENT OF EDUCATION ST CROIX EDUCATIONAL COMPLEX HIGH SCHOOL TRACK & FIELD RENOVATION PROJECT 5A-5C VICORP LAND, KINGSHILL ST. CROIX, U.S.V.I. 2010.7B 05/27/2014 CONSTRUCTION DOCUMENTS ISSUED FOR BID 1 SOCCER FIELD LAYOUT SCALE: 1"=30'-0" A1.8 SOCCER FIELD B.S. & O.C.,LD 1" = 30'-0" A1.9 7.50 15.00 12.00 20.00 25.00 25.00 A B 2 1 25.00 25.00 7.50 15.00 12.00 20.00 25.00 25.00 A B 2 1 25.00 25.00 FLOW ARROW 4" PVC PIPE 4" PVC PIPE FLOW ARROW FLOW ARROW 4" PVC PIPE 4" PVC PIPE FLOW ARROW 1.0675 1.0675 0.10 +/-0.002 0.02 +/-0.006 8 4 6 5 7 12 8 9 10 10 11 3 3 2 1 5 4 1.21+/-0.01 0.75 2.135 +/-0.005 0.75 0.30 +/-0.002 0.112 +/-0.002 0.05 0.005 34.92' A C B R1.8675 1.0675 1.0675 0.10 +/-0.002 0.02 +/-0.006 8 4 6 5 7 12 8 9 10 10 11 3 3 2 1 5 4 1.21+/-0.01 0.75 2.135 +/-0.005 0.75 0.30 +/-0.002 0.112 +/-0.002 0.05 0.005 34.92' A C B R1.8675 16' 0.0000 16' 0.0000 16' 0.0000 16' 0.0000 8' 0.0000 8' 0.0000 8' 0.0000 8' 0.0000 8' 0.0000 8' 0.0000 8' 0.0000 8' 0.0000 8' 0.0000 8' 0.0000 8' 0.0000 8' 0.0000 2' 0.0000 2' 0.0000 2' 0.0000 2' 0.0000 SPECIFICATIONS SPECIFICATIONS SPECIFICATIONS SPECIFICATIONS This economical high jump landing system This economical high jump landing system This economical high jump landing system This economical high jump landing system meets all high school rules requirements. In meets all high school rules requirements. In meets all high school rules requirements. In meets all high school rules requirements. In place of a standard top pad, the Essentials place of a standard top pad, the Essentials place of a standard top pad, the Essentials place of a standard top pad, the Essentials HJ Landing System employs a skirted HJ Landing System employs a skirted HJ Landing System employs a skirted HJ Landing System employs a skirted mesh top that holds the units together for a mesh top that holds the units together for a mesh top that holds the units together for a mesh top that holds the units together for a snug fit. Royal Blue only. snug fit. Royal Blue only. snug fit. Royal Blue only. snug fit. Royal Blue only. Overall size: 16' x 8' x 24" Overall size: 16' x 8' x 24" Overall size: 16' x 8' x 24" Overall size: 16' x 8' x 24" Overall size metric: 4.88m x 2.44m x 0.61m Overall size metric: 4.88m x 2.44m x 0.61m Overall size metric: 4.88m x 2.44m x 0.61m Overall size metric: 4.88m x 2.44m x 0.61m (2) Base units: 8' x 8' x 24" (2) Base units: 8' x 8' x 24" (2) Base units: 8' x 8' x 24" (2) Base units: 8' x 8' x 24" Shown with top cover removed to reveal layout of base units. Shown with top cover removed to reveal layout of base units. Shown with top cover removed to reveal layout of base units. Shown with top cover removed to reveal layout of base units. LANDING SYSTEM LANDING SYSTEM LANDING SYSTEM LANDING SYSTEM DIMENSION PLAN AND SPECIFICATIONS DIMENSION PLAN AND SPECIFICATIONS DIMENSION PLAN AND SPECIFICATIONS DIMENSION PLAN AND SPECIFICATIONS 3 1 2 3 A B THE deJONGH GROUP, PC ARCHITECTS & PLANNERS 2200 ESTATE STAABI ST. THOMAS, USVI 00802 PH. 340.774.8035 REVISIONS SHEET: DRAWN BY: CHECKED BY: SCALE: JOB NO: DATE: deJONGH DEPARTMENT OF EDUCATION ST CROIX EDUCATIONAL COMPLEX HIGH SCHOOL TRACK & FIELD RENOVATION PROJECT 5A-5C VICORP LAND, KINGSHILL ST. CROIX, U.S.V.I. 2010.7B 05/27/2014 CONSTRUCTION DOCUMENTS ISSUED FOR BID 3 1 SCALE: N.T.S = NOT TO SCALE 2 4 SCALE: N.T.S = NOT TO SCALE SHOT PUT DETAIL AND NOTES SCALE: N.T.S = NOT TO SCALE SHOT PUT DETAIL AND NOTES FACILITY FOR THE SHOT PUT (DIMENSIONS IN M) A. SETTING OUT PLAN B. MARKING PLAN 1. LANDING SECTOR 2. THROWING CIRCLE SHOT PUT CIRCLE (DIMENSIONS IN M) A. LAYOUT PLAN B. DETAIL SECTION C. STOP BOARD 1. LANDING SECTOR 2. MARKING FOR THE LANDING SECTOR 3. FASTENING ATTACHMENT 4. STOP BOARD 5. CENTRING HOLE 4MM DIAMETER (BRASS TUBE) 6. DRAINAGE PIPE CONCRETE BASE WITH REINFORCING MESH 7. 8. SYNTHETIC SURFACE 9. ASPHALTIC CONCRETE 10. GRAVEL BASE LAYER 11. SUBGRADE 12. CIRCULAR METAL RIM SHOT PUT DETAIL AND NOTES ALTERNATIVE DRAINAGE METHODS FOR LANDING AREAS FOR JAVELIN, DISCUS, HAMMER, SHOT PUT A. DRAINAGE SYSTEM WITH GUTTER COVERED WITH GRID B. DRAINAGE SYSTEM WITH OPEN GUTTER & GULLEYS 1. PAVED PASSAGE WITH GRID GUTTER 2. PAVED PASSAGE WITH OPEN GUTTER 3. SEEPAGE LINE (CANAL) DRAINAGE OF SHOT PUT CIRCLE (ALSO APPLIES TO DISCUS & HAMMER) SCALE: N.T.S = NOT TO SCALE SHOT PUT DETAIL AND NOTES A2.2 SHOT PUT HIGH JUMP DETAILS B.S. & O.C. SEE DRAWING A2.1 A2.2 A2.2 A2.2 5 SCALE: N.T.S = NOT TO SCALE HIGH JU,MP PAD DETAILS A2.2 1 5/8" 1 5/8" 1 5/8" 1 5/8" 3'-0" (TYP.) 3'-0" (TYP.) 3'-0" (TYP.) 3'-0" (TYP.) 1/2" Track Surface 1/2" Track Surface 1/2" Track Surface 1/2" Track Surface Sand Trap Cover Sand Trap Cover Sand Trap Cover Sand Trap Cover [36.8] [36.8] [36.8] [36.8] 18 1/4 " [46.4] 18 1/4 " [46.4] 18 1/4 " [46.4] 18 1/4 " [46.4] 14 1/4" 14 1/4" 14 1/4" 14 1/4" SECTION A-A SECTION A-A SECTION A-A SECTION A-A 5" 5" 5" 5" [12.7] [12.7] [12.7] [12.7] Sand Sand Sand Sand 12" 12" 12" 12" [30.4] [30.4] [30.4] [30.4] 1 5/8" x 2" Trap 1 5/8" x 2" Trap 1 5/8" x 2" Trap 1 5/8" x 2" Trap Recess Recess Recess Recess Concrete Concrete Concrete Concrete 2 7/16" x 2" Sand Pit Recess 2 7/16" x 2" Sand Pit Recess 2 7/16" x 2" Sand Pit Recess 2 7/16" x 2" Sand Pit Recess (Recess is Optional for PIT COVER SET) (Recess is Optional for PIT COVER SET) (Recess is Optional for PIT COVER SET) (Recess is Optional for PIT COVER SET) 19' 9.0000 19' 9.0000 19' 9.0000 19' 9.0000 7' 0.0000 7' 0.0000 7' 0.0000 7' 0.0000 7' 0.0000 7' 0.0000 7' 0.0000 7' 0.0000 16' 6.0000 16' 6.0000 16' 6.0000 16' 6.0000 16' 4.0000 16' 4.0000 16' 4.0000 16' 4.0000 45.00 DEG 45.00 DEG 45.00 DEG 45.00 DEG 7' 5.0000 7' 5.0000 7' 5.0000 7' 5.0000 12' 9.0000 12' 9.0000 12' 9.0000 12' 9.0000 20' 2.0000 20' 2.0000 20' 2.0000 20' 2.0000 6' 7.0000 6' 7.0000 6' 7.0000 6' 7.0000 6' 7.0000 6' 7.0000 6' 7.0000 6' 7.0000 6' 7.0000 6' 7.0000 6' 7.0000 6' 7.0000 2' 2.0000 2' 2.0000 2' 2.0000 2' 2.0000 Section View Section View Section View Section View SPECIFICATIONS SPECIFICATIONS SPECIFICATIONS SPECIFICATIONS This economical pole vault landing system meets This economical pole vault landing system meets This economical pole vault landing system meets This economical pole vault landing system meets all high school rules requirements, including the all high school rules requirements, including the all high school rules requirements, including the all high school rules requirements, including the recommended preferred landing zone. In place of recommended preferred landing zone. In place of recommended preferred landing zone. In place of recommended preferred landing zone. In place of a standard top pad, the Essential PV Landing a standard top pad, the Essential PV Landing a standard top pad, the Essential PV Landing a standard top pad, the Essential PV Landing System employs a skirted mesh top that holds System employs a skirted mesh top that holds System employs a skirted mesh top that holds System employs a skirted mesh top that holds the units together for a snug fit. Royal Blue only. the units together for a snug fit. Royal Blue only. the units together for a snug fit. Royal Blue only. the units together for a snug fit. Royal Blue only. Shown with top cover removed to reveal layout of base units. Shown with top cover removed to reveal layout of base units. Shown with top cover removed to reveal layout of base units. Shown with top cover removed to reveal layout of base units. Overall size: 19'-9" x 20'-2" x 26" Overall size: 19'-9" x 20'-2" x 26" Overall size: 19'-9" x 20'-2" x 26" Overall size: 19'-9" x 20'-2" x 26" Overall size metric: 6.02m x 6.15m x 0.66m Overall size metric: 6.02m x 6.15m x 0.66m Overall size metric: 6.02m x 6.15m x 0.66m Overall size metric: 6.02m x 6.15m x 0.66m (3) Base units: 6'-7" x 12'-9" x 26" (3) Base units: 6'-7" x 12'-9" x 26" (3) Base units: 6'-7" x 12'-9" x 26" (3) Base units: 6'-7" x 12'-9" x 26" (2) Front Slant units: 8'-3" x 7'-5" x 26" (2) Front Slant units: 8'-3" x 7'-5" x 26" (2) Front Slant units: 8'-3" x 7'-5" x 26" (2) Front Slant units: 8'-3" x 7'-5" x 26" ESSENTIALS POLE VAULT LANDING SYSTEM ESSENTIALS POLE VAULT LANDING SYSTEM ESSENTIALS POLE VAULT LANDING SYSTEM ESSENTIALS POLE VAULT LANDING SYSTEM DIMENSION PLAN AND SPECIFICATIONS DIMENSION PLAN AND SPECIFICATIONS DIMENSION PLAN AND SPECIFICATIONS DIMENSION PLAN AND SPECIFICATIONS (40.8 CM) (15.0 CM) (60.0CM) (5.1 CM) (22.4 CM) (20.0 CM) (100.0 CM) (108.4 CM) STAINLESS STEEL VAULT BOX SPECIFICATIONS: VAULT BOX IS FABRICATED FROM 12 GAGE (0.105" THICK) 304 STAINLES STEEL. THE SIDE & BOTTOM OF BOX ARE FORMED FROM ONE PIECE OF STAINLESS STEEL. THE BACK WALL IS A SEPARATE PIECE OF STAINLESS STEEL CONTINUOUS WELDED TO THE CHANNEL. OUTSIDE EDGES ARE FOLDED DOWN TO MINIMIZE SHARP EDGES. ENDS OF VAULT BOX HAS WINGS WITH HOLES TO LOCK THE VAULT BOX IN THE CONCRETE. EXTERIOR SURFACES ARE INCOATED. 16.06" 5.910" 23.62" 39.37" 2.00" _105 8.82" 7.86" 42.69" THE deJONGH GROUP, PC ARCHITECTS & PLANNERS 2200 ESTATE STAABI ST. THOMAS, USVI 00802 PH. 340.774.8035 REVISIONS SHEET: DRAWN BY: CHECKED BY: SCALE: JOB NO: DATE: deJONGH DEPARTMENT OF EDUCATION ST CROIX EDUCATIONAL COMPLEX HIGH SCHOOL TRACK & FIELD RENOVATION PROJECT 5A-5C VICORP LAND, KINGSHILL ST. CROIX, U.S.V.I. 2010.7B 05/27/2014 CONSTRUCTION DOCUMENTS ISSUED FOR BID 5 SCALE: N.T.S = NOT TO SCALE 6 POLE VAULT BOX DETAIL AND NOTES SCALE: N.T.S = NOT TO SCALE 7 POLE VAULT BOX LANDING DETAIL AND NOTES SCALE: N.T.S = NOT TO SCALE POLE VAULT DETAIL AND NOTES 3 LONG/TRIPLE LONG JUMP EVENT RUNWAY SCALE: N.T.S = NOT TO SCALE 4 SAND TRAP SECTION SCALE: N.T.S = NOT TO SCALE 1 FACILITY FOR THE LONG JUMP AND NOTES FACILITY FOR THE LONG JUMP (DIMENSION IN M) A. LAYOUT PLAN 1. RUNWAY 40M (MIN.) 2. TAKE-OFF LINE 3. TAKE-OFF BOARD 4. BUILT-IN TRAY 5. LANDING AREA B. LONGITUDINAL SECTION OF BUILT-IN TRAY FOR TAKE-OFF BOARD 1. RUNWAY 2. REMOVABLE TAKE-OFF BOAR WITH ADJUSTABLE LEGS 3. BUILT-IN TRAY 4. SYNTHETIC SURFACE 5. ASPHALTIC CONCRETE LAYER 6. GRAVEL BASE LAYER 7. SUBGRADE 8. TRAY DRAINAGE 9. LANDING AREA C. CROSS SECTION OF LANDING AREA 1. PIT EDGE 2. WASHED RIVER SAND 0 TO 2 MM GRAINING NO ORGANIC COMPONENTS, 5% OF WEIGHT UP TO 0.20MM 3. SUBGRADE 4. DRAINAGE GRAVEL 5. GEO FABRIC MATERIAL 6. SUBSOIL DRAINAGE PIPE MINMUM DISTANCE OF PARALLEL SITUATED LONG & TRIPLE JUMP FACILITIES (DIMENSION IN M) 2 LONG AND TRIPLE JUMP FACILTY AND NOTES SCALE: N.T.S = NOT TO SCALE FACILITY FOR THE POLE VAULT (DIMENSION IN M) A. LAYOUT PLAN 1. RUNWAY 2. TAKE-OFF BOX B. DETAILED LAYOUT PLAN C. LONGITUDINAL SECTION D. LONGITUDINAL SECTION OF THE TAKE-OFF BOX 3. 0-LINE 4. LANDING MAT 5. INSTALLATION ZONE OR GROUND SOCKETS FOR UPRIGHTS 6. PROTECTIVE PAD 7. GRID 8. COVER PLATE 9. FLANGE 10. SYNTHETIC SURFACE 11. ASPHALTIC CONCRETE 12. GRAVEL BASE LAYER 13. SUBGRADE 14. CONCRETE 15. DRAINAGE PIPE LONG/TRIPLE JUMP SAND TRAP & POLE VAULT DETAILS B.S. & O.C. SEE DRAWING A2.2 A2.4 A2.4 A2.4 A2.4 A2.4 A2.4 9-7 7/8" (Standard) 9-7 7/8" (Standard) 9-7 7/8" (Standard) 9-7 7/8" (Standard) 2' 5.250 2' 5.250 2' 5.250 2' 5.250 NOTE: For a 1/2" synthetic surface, a 2 7/16" deep x 2" wide recess (including synthetic surface) NOTE: For a 1/2" synthetic surface, a 2 7/16" deep x 2" wide recess (including synthetic surface) NOTE: For a 1/2" synthetic surface, a 2 7/16" deep x 2" wide recess (including synthetic surface) NOTE: For a 1/2" synthetic surface, a 2 7/16" deep x 2" wide recess (including synthetic surface) on side walls is required to support cover panels. Sand trap systems may require a wider recess. on side walls is required to support cover panels. Sand trap systems may require a wider recess. on side walls is required to support cover panels. Sand trap systems may require a wider recess. on side walls is required to support cover panels. Sand trap systems may require a wider recess. 24-4 1/2" [742.9] 24-4 1/2" [742.9] 24-4 1/2" [742.9] 24-4 1/2" [742.9] 9-4" [284.4] 9-4" [284.4] 9-4" [284.4] 9-4" [284.4] 9-8" [294.6] 9-8" [294.6] 9-8" [294.6] 9-8" [294.6] 0' 2.375 0' 2.375 0' 2.375 0' 2.375 The Long Jump & Triple Jump Sand Pit The Long Jump & Triple Jump Sand Pit The Long Jump & Triple Jump Sand Pit The Long Jump & Triple Jump Sand Pit Cover is fabricated from 9 5/8" x 1 3/4" x 1/8" wall, Cover is fabricated from 9 5/8" x 1 3/4" x 1/8" wall, Cover is fabricated from 9 5/8" x 1 3/4" x 1/8" wall, Cover is fabricated from 9 5/8" x 1 3/4" x 1/8" wall, extruded 6061-T6 aluminum seat plank. Three extruded 6061-T6 aluminum seat plank. Three extruded 6061-T6 aluminum seat plank. Three extruded 6061-T6 aluminum seat plank. Three planks per panel are securely welded together in a planks per panel are securely welded together in a planks per panel are securely welded together in a planks per panel are securely welded together in a frame of 2 3/8" x 1 1/2" x 3/16" aluminum angle. frame of 2 3/8" x 1 1/2" x 3/16" aluminum angle. frame of 2 3/8" x 1 1/2" x 3/16" aluminum angle. frame of 2 3/8" x 1 1/2" x 3/16" aluminum angle. Each panel comes with four retractable handles for Each panel comes with four retractable handles for Each panel comes with four retractable handles for Each panel comes with four retractable handles for easy installation and removal. A 2" wide supporting easy installation and removal. A 2" wide supporting easy installation and removal. A 2" wide supporting easy installation and removal. A 2" wide supporting LONG & TRIPLE JUMP SAND PIT COVER LONG & TRIPLE JUMP SAND PIT COVER LONG & TRIPLE JUMP SAND PIT COVER LONG & TRIPLE JUMP SAND PIT COVER SPECIFICATIONS SPECIFICATIONS SPECIFICATIONS SPECIFICATIONS Section Section Section Section A-A A-A A-A A-A A A NOTE: Track surface material is to be installed in panels by contractor. NOTE: Track surface material is to be installed in panels by contractor. NOTE: Track surface material is to be installed in panels by contractor. NOTE: Track surface material is to be installed in panels by contractor. recess is required on each side wall for the panels. recess is required on each side wall for the panels. recess is required on each side wall for the panels. recess is required on each side wall for the panels. This recess is not required on the end walls. This recess is not required on the end walls. This recess is not required on the end walls. This recess is not required on the end walls. Standard panel width is 9' 7 7/8". To ensure proper Standard panel width is 9' 7 7/8". To ensure proper Standard panel width is 9' 7 7/8". To ensure proper Standard panel width is 9' 7 7/8". To ensure proper fit, manufacture commences only upon receipt of fit, manufacture commences only upon receipt of fit, manufacture commences only upon receipt of fit, manufacture commences only upon receipt of form SE730148-2. A typical sand pit requires 10-11 form SE730148-2. A typical sand pit requires 10-11 form SE730148-2. A typical sand pit requires 10-11 form SE730148-2. A typical sand pit requires 10-11 cover panels. For longer pits, add 29 1/8" to the pit cover panels. For longer pits, add 29 1/8" to the pit cover panels. For longer pits, add 29 1/8" to the pit cover panels. For longer pits, add 29 1/8" to the pit length for each additional panel. Measurements in length for each additional panel. Measurements in length for each additional panel. Measurements in length for each additional panel. Measurements in brackets are in centimeters. brackets are in centimeters. brackets are in centimeters. brackets are in centimeters. RETRACTABLE HANDLES RETRACTABLE HANDLES RETRACTABLE HANDLES RETRACTABLE HANDLES ALUMINUM SEAT PLANK, 3 PIECES ALUMINUM SEAT PLANK, 3 PIECES ALUMINUM SEAT PLANK, 3 PIECES ALUMINUM SEAT PLANK, 3 PIECES FRAME - 2 3/8" x 1 1/2" aluminum angle. FRAME - 2 3/8" x 1 1/2" aluminum angle. FRAME - 2 3/8" x 1 1/2" aluminum angle. FRAME - 2 3/8" x 1 1/2" aluminum angle. NOTE: Typical sand pit requiring 10 cover panels shown, one cover is removed. NOTE: Typical sand pit requiring 10 cover panels shown, one cover is removed. NOTE: Typical sand pit requiring 10 cover panels shown, one cover is removed. NOTE: Typical sand pit requiring 10 cover panels shown, one cover is removed. For longer sand pits, add 29 1/4" for each additional; panel required. For longer sand pits, add 29 1/4" for each additional; panel required. For longer sand pits, add 29 1/4" for each additional; panel required. For longer sand pits, add 29 1/4" for each additional; panel required. B B Section B-B Section B-B Section B-B Section B-B CONCRETE CONCRETE CONCRETE CONCRETE SAND SAND SAND SAND 12" Synthetic " Synthetic " Synthetic " Synthetic Surface on Surface on Surface on Surface on Glue Layer Glue Layer Glue Layer Glue Layer Synthetic Synthetic Synthetic Synthetic Surface (If Surface (If Surface (If Surface (If Applicable) Applicable) Applicable) Applicable) Use this form to record measurements of the Use this form to record measurements of the Use this form to record measurements of the Use this form to record measurements of the long and triple jump sand pit for which a long and triple jump sand pit for which a long and triple jump sand pit for which a long and triple jump sand pit for which a cover order is requested. Record ACTUAL cover order is requested. Record ACTUAL cover order is requested. Record ACTUAL cover order is requested. Record ACTUAL measurements to within measurements to within measurements to within measurements to within 116 16 16 16" [1mm]. There " [1mm]. There " [1mm]. There " [1mm]. There are twelve entry boxes provided to record the are twelve entry boxes provided to record the are twelve entry boxes provided to record the are twelve entry boxes provided to record the measurements taken. Width measurements, measurements taken. Width measurements, measurements taken. Width measurements, measurements taken. Width measurements, 1 - 7, include the cover ledge on each side. 1 - 7, include the cover ledge on each side. 1 - 7, include the cover ledge on each side. 1 - 7, include the cover ledge on each side. Measurements 2 - 6 should be evenly Measurements 2 - 6 should be evenly Measurements 2 - 6 should be evenly Measurements 2 - 6 should be evenly spaced along the length of the pit, with spaced along the length of the pit, with spaced along the length of the pit, with spaced along the length of the pit, with measurement 4 at the middle. Please fill in measurement 4 at the middle. Please fill in measurement 4 at the middle. Please fill in measurement 4 at the middle. Please fill in the project, point of contact, and certification the project, point of contact, and certification the project, point of contact, and certification the project, point of contact, and certification information in the blank spaces provided. information in the blank spaces provided. information in the blank spaces provided. information in the blank spaces provided. For new construction, the approval signature For new construction, the approval signature For new construction, the approval signature For new construction, the approval signature block must be signed by a facility officer to block must be signed by a facility officer to block must be signed by a facility officer to block must be signed by a facility officer to certify that the existing pit dimensions have certify that the existing pit dimensions have certify that the existing pit dimensions have certify that the existing pit dimensions have been fully accepted by the purchasing been fully accepted by the purchasing been fully accepted by the purchasing been fully accepted by the purchasing authority. Panels will be built authority. Panels will be built authority. Panels will be built authority. Panels will be built 12" smaller than " smaller than " smaller than " smaller than the shortest width listed unless special the shortest width listed unless special the shortest width listed unless special the shortest width listed unless special instructions are received. Special modified instructions are received. Special modified instructions are received. Special modified instructions are received. Special modified cover panels can be built for existing pits cover panels can be built for existing pits cover panels can be built for existing pits cover panels can be built for existing pits built without a supporting shelf in the wall. built without a supporting shelf in the wall. built without a supporting shelf in the wall. built without a supporting shelf in the wall. INSTRUCTIONS INSTRUCTIONS INSTRUCTIONS INSTRUCTIONS (Provide Actual Dimensions Only) (Provide Actual Dimensions Only) (Provide Actual Dimensions Only) (Provide Actual Dimensions Only) Not less than 2 Not less than 2 Not less than 2 Not less than 23 8" including surface. including surface. including surface. including surface. LONG AND TRIPLE JUMP SAND PIT LONG AND TRIPLE JUMP SAND PIT LONG AND TRIPLE JUMP SAND PIT LONG AND TRIPLE JUMP SAND PIT DIMENSION CERTIFICATION FORM DIMENSION CERTIFICATION FORM DIMENSION CERTIFICATION FORM DIMENSION CERTIFICATION FORM Length of pit at center line Length of pit at center line Length of pit at center line Length of pit at center line Section A-A Section A-A Section A-A Section A-A 1 For measurements 1-7, For measurements 1-7, For measurements 1-7, For measurements 1-7, outside of ledge to outside of ledge outside of ledge to outside of ledge outside of ledge to outside of ledge outside of ledge to outside of ledge 2 A A 3 4 5 6 7 9 12 12 12 12 8 10 10 10 10 11 11 11 11 Closure Flap Closure Flap Closure Flap Closure Flap Folds to velcro Folds to velcro Folds to velcro Folds to velcro 11' 6.000 11' 6.000 11' 6.000 11' 6.000 18 [548.6] & 32 [975.4] 18 [548.6] & 32 [975.4] 18 [548.6] & 32 [975.4] 18 [548.6] & 32 [975.4] The Mesh Long Jump Sand The Mesh Long Jump Sand The Mesh Long Jump Sand The Mesh Long Jump Sand Pit Covers are fabricated from medium grey, 30 mil, Pit Covers are fabricated from medium grey, 30 mil, Pit Covers are fabricated from medium grey, 30 mil, Pit Covers are fabricated from medium grey, 30 mil, vinyl-coated, mesh fabric. Overall size of the basic vinyl-coated, mesh fabric. Overall size of the basic vinyl-coated, mesh fabric. Overall size of the basic vinyl-coated, mesh fabric. Overall size of the basic cover (730147) is 11.5' x 18'. It is compatible with cover (730147) is 11.5' x 18'. It is compatible with cover (730147) is 11.5' x 18'. It is compatible with cover (730147) is 11.5' x 18'. It is compatible with shorter high school long and triple jump sand pits. shorter high school long and triple jump sand pits. shorter high school long and triple jump sand pits. shorter high school long and triple jump sand pits. Two slightly overlapped covers will service longer pits. Two slightly overlapped covers will service longer pits. Two slightly overlapped covers will service longer pits. Two slightly overlapped covers will service longer pits. MESH LONG JUMP SAND PIT COVERS MESH LONG JUMP SAND PIT COVERS MESH LONG JUMP SAND PIT COVERS MESH LONG JUMP SAND PIT COVERS SPECIFICATIONS SPECIFICATIONS SPECIFICATIONS SPECIFICATIONS The LONG JUMP SAND PIT COVER is 11.5' x 32' and will cover any The LONG JUMP SAND PIT COVER is 11.5' x 32' and will cover any The LONG JUMP SAND PIT COVER is 11.5' x 32' and will cover any The LONG JUMP SAND PIT COVER is 11.5' x 32' and will cover any NCAA or IAAF size pit. 2.5" x 5" x 10" solid fabric NCAA or IAAF size pit. 2.5" x 5" x 10" solid fabric NCAA or IAAF size pit. 2.5" x 5" x 10" solid fabric NCAA or IAAF size pit. 2.5" x 5" x 10" solid fabric pockets contain zip lock sand bags to hold the cover pockets contain zip lock sand bags to hold the cover pockets contain zip lock sand bags to hold the cover pockets contain zip lock sand bags to hold the cover down. Double stitched perimeter seam enables down. Double stitched perimeter seam enables down. Double stitched perimeter seam enables down. Double stitched perimeter seam enables durable performance amid frequent handling. May be durable performance amid frequent handling. May be durable performance amid frequent handling. May be durable performance amid frequent handling. May be rolled up to lay aside during competition. rolled up to lay aside during competition. rolled up to lay aside during competition. rolled up to lay aside during competition. Sand bags are filled, Sand bags are filled, Sand bags are filled, Sand bags are filled, folded and closed into folded and closed into folded and closed into folded and closed into nylon pockets nylon pockets nylon pockets nylon pockets Fill to line Fill to line Fill to line Fill to line THE deJONGH GROUP, PC ARCHITECTS & PLANNERS 2200 ESTATE STAABI ST. THOMAS, USVI 00802 PH. 340.774.8035 REVISIONS SHEET: DRAWN BY: CHECKED BY: SCALE: JOB NO: DATE: deJONGH DEPARTMENT OF EDUCATION ST CROIX EDUCATIONAL COMPLEX HIGH SCHOOL TRACK & FIELD RENOVATION PROJECT 5A-5C VICORP LAND, KINGSHILL ST. CROIX, U.S.V.I. 2010.7B 05/27/2014 CONSTRUCTION DOCUMENTS ISSUED FOR BID 1 LONG & TRIPLE JUMP SAND PIT LAYOUT AND NOTES SCALE: NOT TO SCALE A2.3 3 LONG & TRIPLE JUMP SAND PIT LAYOUT AND NOTES SCALE: NOT TO SCALE A2.3 2 LONG & TRIPLE JUMP SAND PIT LAYOUT AND NOTES SCALE: NOT TO SCALE A2.3 O.C. & L.D. SEE DRAWING A2.3 LONG & TRIPLE JUMP DETAILS 39'-4 7/16" 65'-7 13/32" 295'- 3 5/16" 88'-2" 177'-1 31/32" 295'-3 5/16" 295'-3 5/16" 295'-3 5/16" B A 8 3 4 5 6 4 8 9 10 10 11 4 1 11'-5" 4'-9" 9'-10 1/2" 4'-9" 6'-8 3/32" 29'-2" 24'-5" 19'-8" 2'-5" 3'-8" 22'-11 19/32" 9'-6 9/16" 6'-6 3/4" 2 4'-11 19/32" 3'-6 1/32" 2 9'-5 3/8" 11'-5 25/32" 34.92' 26'-4 15/16" 13'-1 15/32" 8'-3" 1 31/32" 7'-0" 7 15 1 2 3 4 5 6 6 15 1 A R = 8.00 0.75 2.00 4.00 7.746 4.00 0.05 0.05 0.05 0.05 30.0 MIN. 0.07 0.75 11 98'-5" 82'-0 1/4" 164 - 0 1/2" 32'-9" 65'-7" 590'-6" 590'-6" 590'-6" 590'-6" 9 10 10 12 13 14 C 0.60 MIN. 11 9 8 3 1 7 B 0.07 0.75 0.07 0.05 78'-9" 157'-6" 65'-7 13/32" 262' 5 1/2" 262'- 5 1/2" 39'-4 7/16" 262' - 5 1/2" 262' - 5 1/2" THE deJONGH GROUP, PC ARCHITECTS & PLANNERS 2200 ESTATE STAABI ST. THOMAS, USVI 00802 PH. 340.774.8035 REVISIONS SHEET: DRAWN BY: CHECKED BY: SCALE: JOB NO: DATE: deJONGH DEPARTMENT OF EDUCATION ST CROIX EDUCATIONAL COMPLEX HIGH SCHOOL TRACK & FIELD RENOVATION PROJECT 5A-5C VICORP LAND, KINGSHILL ST. CROIX, U.S.V.I. 2010.7B 05/27/2014 CONSTRUCTION DOCUMENTS ISSUED FOR BID 1 DISCUS LAYOUT PLAN- SETTING- MARKING PLAN SCALE: N.T.S = NOT TO SCALE A2.5 4 JAVELIN THROW LAYOUT AND NOTES SCALE: N.T.S = NOT TO SCALE A2.5 2 DISCUS DETAIL AND SECTION SCALE: N.T.S= NOT TO SCALE A2.5 3 HAMMER THROW SETTING AND MARKING PLAN SCALE: N. T. S. A2.5 DETAIL PLAN OF THROWING CIRCLE & CAGE SITING FOR THE DISCUS THROW. (DIMENSIONS IN M) A. LAYOUT PLAN B. SECTION THROUGH THROWING CIRCLE 1. CENTRE POINT (INTERSECTION POINT OF SETTING OUT PLAN) 2. MARKING FOR THE LANDING SECTOR 3. CIRCULAR METAL RIM 4. DRAINAGE PIPE 5. CENTRING HOLE 4MM DIAMETER (BRASS TUBE) 6. CONCRETE BASE WITH REINFORCING MESH 7. SYNTHETIC SURFACE 8. ASPHALTIC CONCRETE 9. GRAVEL BASE LAYER 10. SUBGRADE FACILITY FOR LAVELIN THROW (DIMENSIONS IN M) A. LAYOUT PLN B. DETAIL 1. MARKING FOR THROWING SECTOR 2. LANDING AREA 3. THROWING ARC C. SECTION 4. REINFORCED AREA OR RUNWAY 5. CENTRE POINT = INTERSECTING POINT OF SETTING OUT PLAN 6. RUNWAY 7. MARKING OF EXTENSION OF THROWING ARC 8. MARKING OF LATERAL BORDER OF RUNWAY 9. TURF SURFACE 10. SYNTHETIC SURFACE 11. THROWING ARC MARKING 12. ASPHALTIC CONCRETE 13. GRAVEL BASE LAYERS 14. SUBGRADE 15. WHITE SQUARE 0.05Mx0.5M 5 JAVELIN THROW LAYOUT AND NOTES SCALE: N.T.S = NOT TO SCALE A2.5 DISCUS, HAMMER THROW, JAVELIN THROW LAYOUT & DETAILS BS. & O.C. SEE DRAWING A 2.4 LANDING SECTOR THROWING CIRCLE THROWING CIRCLE LANDING SECTOR LANDING SECTOR THROWING ARCH RUNWAY MARKING PLAN LAYOUT PLAN MARKING PLAN LAYOUT PLAN MARKING PLAN Drawing "A" - Cage Layout Drawing "A" - Cage Layout Drawing "A" - Cage Layout Drawing "A" - Cage Layout (Left and right side dimensions mirror each other.) (Left and right side dimensions mirror each other.) (Left and right side dimensions mirror each other.) (Left and right side dimensions mirror each other.) 33" 33" 33" 33" 30" 30" 30" 30" DISCUS DISCUS DISCUS DISCUS CIRCLE CIRCLE CIRCLE CIRCLE 11' 6.045 11' 6.045 11' 6.045 11' 6.045 11' 6.039 11' 6.039 11' 6.039 11' 6.039 10 10 10 10 HS EXTENDED ALUMINUM DISCUS CAGE HS EXTENDED ALUMINUM DISCUS CAGE HS EXTENDED ALUMINUM DISCUS CAGE HS EXTENDED ALUMINUM DISCUS CAGE 34.92 DEG. SECTOR 34.92 DEG. SECTOR 34.92 DEG. SECTOR 34.92 DEG. SECTOR SPECIFICATIONS SPECIFICATIONS SPECIFICATIONS SPECIFICATIONS (34.92 DEG. SECTOR) (34.92 DEG. SECTOR) (34.92 DEG. SECTOR) (34.92 DEG. SECTOR) Net Pole Side View Net Pole Side View Net Pole Side View Net Pole Side View MAIN NET MAIN NET MAIN NET MAIN NET The Extended High School Competition Discus Cage, consists of seven, 14 foot The Extended High School Competition Discus Cage, consists of seven, 14 foot The Extended High School Competition Discus Cage, consists of seven, 14 foot The Extended High School Competition Discus Cage, consists of seven, 14 foot tall, rolled aluminum net poles with ground sleeves, a vinyl coated net support cable to tall, rolled aluminum net poles with ground sleeves, a vinyl coated net support cable to tall, rolled aluminum net poles with ground sleeves, a vinyl coated net support cable to tall, rolled aluminum net poles with ground sleeves, a vinyl coated net support cable to reduce net sag, and a weather treated nylon net. Hinged net arms, at ground level, hold reduce net sag, and a weather treated nylon net. Hinged net arms, at ground level, hold reduce net sag, and a weather treated nylon net. Hinged net arms, at ground level, hold reduce net sag, and a weather treated nylon net. Hinged net arms, at ground level, hold the net in place at the front of the cage. The poles are 2 7/8" OD, 0.203 wall, 6063-T6 the net in place at the front of the cage. The poles are 2 7/8" OD, 0.203 wall, 6063-T6 the net in place at the front of the cage. The poles are 2 7/8" OD, 0.203 wall, 6063-T6 the net in place at the front of the cage. The poles are 2 7/8" OD, 0.203 wall, 6063-T6 aluminum tube. Each pole stands in a 30" deep ground sleeve. The net is 180 lb. test aluminum tube. Each pole stands in a 30" deep ground sleeve. The net is 180 lb. test aluminum tube. Each pole stands in a 30" deep ground sleeve. The net is 180 lb. test aluminum tube. Each pole stands in a 30" deep ground sleeve. The net is 180 lb. test nylon which has been weather treated for extended service life. The extended cage is nylon which has been weather treated for extended service life. The extended cage is nylon which has been weather treated for extended service life. The extended cage is nylon which has been weather treated for extended service life. The extended cage is laid out for the 34.92 degree throwing sector and follows the basic cage mouth laid out for the 34.92 degree throwing sector and follows the basic cage mouth laid out for the 34.92 degree throwing sector and follows the basic cage mouth laid out for the 34.92 degree throwing sector and follows the basic cage mouth dimensions as illustrated in the NFSHSA 2007 Rule Book, Appendix A. The outer poles dimensions as illustrated in the NFSHSA 2007 Rule Book, Appendix A. The outer poles dimensions as illustrated in the NFSHSA 2007 Rule Book, Appendix A. The outer poles dimensions as illustrated in the NFSHSA 2007 Rule Book, Appendix A. The outer poles of the cage can be moved inward to a 4 foot spacing from the sector lines for inside of the cage can be moved inward to a 4 foot spacing from the sector lines for inside of the cage can be moved inward to a 4 foot spacing from the sector lines for inside of the cage can be moved inward to a 4 foot spacing from the sector lines for inside stadium use. stadium use. stadium use. stadium use. NET ARMS ON FRONT TWO POLES. NET ARMS ON FRONT TWO POLES. NET ARMS ON FRONT TWO POLES. NET ARMS ON FRONT TWO POLES. 34.92 DEG 34.92 DEG 34.92 DEG 34.92 DEG 20 20 20 20 4-9" 4-9" 4-9" 4-9" 16' 8.059 16' 8.059 16' 8.059 16' 8.059 11' 2.000 11' 2.000 11' 2.000 11' 2.000 11-2" 11-2" 11-2" 11-2" 11-2" 11-2" 11-2" 11-2" 11' 2.050 11' 2.050 11' 2.050 11' 2.050 11' 3.566 11' 3.566 11' 3.566 11' 3.566 THE deJONGH GROUP, PC ARCHITECTS & PLANNERS 2200 ESTATE STAABI ST. THOMAS, USVI 00802 PH. 340.774.8035 REVISIONS SHEET: DRAWN BY: CHECKED BY: SCALE: JOB NO: DATE: deJONGH DEPARTMENT OF EDUCATION ST CROIX EDUCATIONAL COMPLEX HIGH SCHOOL TRACK & FIELD RENOVATION PROJECT 5A-5C VICORP LAND, KINGSHILL ST. CROIX, U.S.V.I. 2010.7B 05/27/2014 CONSTRUCTION DOCUMENTS ISSUED FOR BID 1 HAMMER / DISCUS CAGE LAYOUT AND NOTES SCALE: N.T.S = NOT TO SCALE A2.5 HAMMER / DISCUS CAGE LAYOUT O.C. & L.D. SEE DRAWING A2.5 THE deJONGH GROUP, PC ARCHITECTS & PLANNERS 2200 ESTATE STAABI ST. THOMAS, USVI 00802 PH. 340.774.8035 REVISIONS SHEET: DRAWN BY: CHECKED BY: SCALE: JOB NO: DATE: deJONGH DEPARTMENT OF EDUCATION ST CROIX EDUCATIONAL COMPLEX HIGH SCHOOL TRACK & FIELD RENOVATION PROJECT 5A-5C VICORP LAND, KINGSHILL ST. CROIX, U.S.V.I. 2010.7B 05/27/2014 CONSTRUCTION DOCUMENTS ISSUED FOR BID SPECIFICATIONS A2.6 O.C. NOT TO SCALE WOMEN RESTROOM JANITOR'S CLOSET MEN RESTROOM NEW CONCRETE SLAB NEW CONCRETE SLAB EXISTING CONCRTE SLAB 10'-0" 3'-0" 8'-3" 3'-0" 4'-0" 7'-0" 20'-8" 12'-0" 8'-3" 10'-0" 3'-0" 8'-3" 3'-0" 4'-0" 4'-0" 3'-0" 1'-10" 3'-0" 1'-10" 3'-0" 4'-0" 26'-11" 9'-0" 9'-0" 4'-0" 2'-8" 8" 4'-0" 2'-8" 8" 4'-8" 5'-7" 4" 21'-0" 8" 8" 1'-4" 8" 8" 8" 8" 8" 8" 49'-3" 5'-3" 5'-9 1/2" 3'-10" 3'-0" 7'-0" 3'-0" 3'-10" THE deJONGH GROUP, PC ARCHITECTS & PLANNERS 2200 ESTATE STAABI ST. THOMAS, USVI 00802 PH. 340.774.8035 REVISIONS SHEET: DRAWN BY: CHECKED BY: SCALE: JOB NO: DATE: deJONGH DEPARTMENT OF EDUCATION ST CROIX EDUCATIONAL COMPLEX HIGH SCHOOL TRACK & FIELD RENOVATION PROJECT 5A-5C VICORP LAND, KINGSHILL ST. CROIX, U.S.V.I. 2010.7B 05/27/2014 CONSTRUCTION DOCUMENTS ISSUED FOR BID O.C. 1/4" ='-0" RESTROOM FLOOR PLAN 1 RESTROOM FLOOR PLAN SCALE: 1/4" = 1'-0" A3.0 GALV. MTL. ROOFING 6" HALF ROUND PVC GUTTERING WOOD FASCIA BOARD 6" CONCRETE BAND CEMENT PLASTER METAL HIP CAP 7'-9" 6" 3'-3" 11'-6" GALV. MTL. ROOFING 6" HALF ROUND PVC GUTTERING WOOD FASCIA BOARD 6" CONCRETE BAND OPERABLE MTL. LOUVER WINDOW CEMENT PLASTER METAL RIDGE CAP METAL HIP CAP 7'-9" 6" 3'-3" 11'-6" GALV. MTL. ROOFING 6" HALF ROUND PVC GUTTERING WOOD FASCIA BOARD 6" CONCRETE BAND OPERABLE MTL. LOUVER WINDOW CEMENT PLASTER METAL RIDGE CAP METAL HIP CAP 7'-9" 6" 3'-3" 11'-6" METAL HIP CAP GALV. MTL. ROOFING 6" HALF ROUND PVC GUTTERING WOOD FASCIA BOARD 6" CONCRETE BAND CEMENT PLASTER EXTERIOR DOORS 7'-9" 6" 3'-3" 11'-6" THE deJONGH GROUP, PC ARCHITECTS & PLANNERS 2200 ESTATE STAABI ST. THOMAS, USVI 00802 PH. 340.774.8035 REVISIONS SHEET: DRAWN BY: CHECKED BY: SCALE: JOB NO: DATE: deJONGH DEPARTMENT OF EDUCATION ST CROIX EDUCATIONAL COMPLEX HIGH SCHOOL TRACK & FIELD RENOVATION PROJECT 5A-5C VICORP LAND, KINGSHILL ST. CROIX, U.S.V.I. 2010.7B 05/27/2014 CONSTRUCTION DOCUMENTS ISSUED FOR BID 3 RESTROOM WEST ELEVATION SCALE: 1/4" = 1'-0" 1 RESTROOM NORTH ELEVATION SCALE: 1/4" = 1'-0" O.C. 1/4" = 1'-0" 2 RESTROOM EAST ELEVATION SCALE: 1/4" = 1'-0" 4 RESTROOM SOUTH ELEVATION SCALE: 1/4" = 1'-0" A3.1 RESTROOM ELEVATIONS A3.1 A3.1 A3.1 A3.1 3X8 HIP RAFTER 3X6 RAFTERS @ 24' O.C. 3X6 RAFTERS @ 24' O.C. 3X8 HIP RAFTER 3X8 HIP RAFTER 3X8 HIP RAFTER 3X8 RIDGE BEAM 2X12 FASCIA BOARD 2X12 FASCIA BOARD 2X12 FASCIA BOARD 2X12 FASCIA BOARD 3X6 @ 24" O.C. 3X6 @ 1'-10 5/16" O.C. 3X6 @ 24" O.C. 3X6 @ 24" O.C.ž 3X6 @ 1'-10 5/16" O.C. 3X6 @ 24" O.C.ž 20'-8" 20'-8" 28'-3" 5" PVC GUTTERING 3" PVC LEADER METAL HIP CAP METAL GALV. ROOFING METAL RIDGE CAP 5" PVC GUTTERING 3" PVC LEADER METAL HIP CAP METAL HIP CAP METAL GALV. ROOFING 6 : 12 SLOPE 6 : 12 SLOPE 6 : 12 SLOPE 6 : 12 SLOPE 28'-3" 20'-8" THE deJONGH GROUP, PC ARCHITECTS & PLANNERS 2200 ESTATE STAABI ST. THOMAS, USVI 00802 PH. 340.774.8035 REVISIONS SHEET: DRAWN BY: CHECKED BY: SCALE: JOB NO: DATE: deJONGH DEPARTMENT OF EDUCATION ST CROIX EDUCATIONAL COMPLEX HIGH SCHOOL TRACK & FIELD RENOVATION PROJECT 5A-5C VICORP LAND, KINGSHILL ST. CROIX, U.S.V.I. 2010.7B 05/27/2014 CONSTRUCTION DOCUMENTS ISSUED FOR BID 1 RESTROOM ROOF FRAMING PLAN SCALE: 1/4" = 1'-0" 2 RESTROOM ROOF PLAN SCALE: 1/4" = 1'-0" O.C. 1/4" = 1'-0" A3.2 ROOF AND ROOF FRAMING PLAN A3.2 A3.2 LOCATION _DOOR _FRAME _REMARKS W H THK _TYPE _MAT'L_FINISH_TYPE_MAT'L 3'-0" 7'-0" SINGLE FLUSH JANITOR'S CLOSET NO. 1 2 3 WOMEN'S RESTROOM 3'-0" 7'-0" TYPE A A _METAL 3'-0" 7'-0" A _METAL _PTD DOOR OPENING NOMINAL SIZES MEN'S RESTROOM DOOR SCHEDULE WINDOW SCHEDULE LOCATION _WINDOW _FRAME _REMARKS SIZES W H THK _TYPE _MAT'L _FINISH _TYPE _MAT'L LOUVERED PTD NO. 1 2 3 4 5 6 WOMEN'S RESTROOM 1'-3" TYPE A A A LOUVERED PTD LOUVERED PTD LOUVERED PTD LOUVERED PTD LOUVERED PTD WOMEN'S RESTROOM MEN'S RESTROOM MEN'S RESTROOM 3'-0" A A MEN'S RESTROOM A _ALUMIN. _ALUMIN. _ALUMIN. _ALUMIN. _ALUMIN. _ALUMIN. _ALUMIN. _ALUMIN. _ALUMIN. _ALUMIN. _ALUMIN. _ALUMIN. OPERABLE 2" LOUVERS 1'-3" 3'-0" 1'-3" 3'-0" 1'-3" 3'-0" 1'-3" 3'-0" 1'-3" 3'-0" OPERABLE 2" LOUVERS WOMEN'S RESTROOM FINISH FLOOR 7'-0" 1'-8" 1'-8" 3'-0" 3'-4" 4'-0" HEAD HT. A MTL. DOOR W/ LOUVERED OPENING 6" 7'-9" A FINISH FLOOR BAND HEIGHT HEAD HEIGHT 1'-3" A ALUMINUM W/ OPERABLE LOUVERS 3'-0" 3'-3" NO. ROOM DESCRIPTION BASE WAINS/ COAT NORTH EAST SOUTH WEST MATERIAL WOMEN'S RESTROOM INTERIOR FINISH SCHEDULE FLOOR CEILING WALLS FLOOR COATING PTD. PLASTER PTD. PLASTER WOOD JANITOR'S CLOSET PTD. PLASTER MEN'S RESTROOM PTD/PLASTER CERAMIC TILE PTD/PLASTER CERAMIC TILE PTD/PLASTER CERAMIC TILE PTD/PLASTER CERAMIC TILE PTD/PLASTER CERAMIC TILE PTD/PLASTER CERAMIC TILE PTD/PLASTER CERAMIC TILE PTD/PLASTER CERAMIC TILE EXPOSED WOOD PAINTING CERAMIC TILE CERAMIC TILE N/A EXPOSED WOOD PAINTING EXPOSED WOOD PAINTING PTD. PLASTER CERAMIC TILE CERAMIC TILE CERAMIC TILE CERAMIC TILE THE deJONGH GROUP, PC ARCHITECTS & PLANNERS 2200 ESTATE STAABI ST. THOMAS, USVI 00802 PH. 340.774.8035 REVISIONS SHEET: DRAWN BY: CHECKED BY: SCALE: JOB NO: DATE: deJONGH DEPARTMENT OF EDUCATION ST CROIX EDUCATIONAL COMPLEX HIGH SCHOOL TRACK & FIELD RENOVATION PROJECT 5A-5C VICORP LAND, KINGSHILL ST. CROIX, U.S.V.I. 2010.7B 05/27/2014 CONSTRUCTION DOCUMENTS ISSUED FOR BID SCHEDULES A3.3 3 SCALE: 1/2" = 1'-0" WINDOW ELEVATION A3.3 SEE DRAWINGS B.S. 2 SCALE: 1/2" = 1'-0" DOOR ELEVATION A3.3 1 SCALE = N.T.S INTERIOR , WINDOW , DOOR SCHEDULE A3.3 26'-11" 8" 6'-4" 8" 8" 8'-3" 27'-7" 12'-0" 20'-8" 8" 19'-4" 8" 8" 10'-8" 8" 6'-8" 8" 4'-8" 8" 6'-8" 8" 8" 5'-3" 8" 5'-11" 5'-9 1/2" 49'-3" 8" 8" 8" 8" 8" 8" 8" 8" 8" 8" 8" 8" 8" 8" 8" 8" 8" 8" 8" 8" 8" 8" 20'-8" 8" 8" 8" 8" 8" 8" 8" 35'-3" 8'-3" DURO WALL HORIZ. REINF. @ 16 O.C. #4 @ 24" O.C. 6" BLOCK WALL WITH CEMENT PLASTER #5 TOP REINF. @ 12" O.C. #4 @ 12" O.C. EACHWAY #5 @ 12" O.C. (4) #5 CONT. 4" GRAVEL BASE COMPACTED FILL #5 @ 8" O.C. EACH WAY DURO WALL HORIZ. REINF. @ 16 O.C. #4 @ 24" O.C. 6" BLOCK WALL WITH CEMENT PLASTER #5 TOP REINF. @ 12" O.C. #4 @ 12" O.C. EACHWAY #5 @ 12" O.C. (4) #5 CONT. 4" GRAVEL BASE COMPACTED FILL #5 @ 8" O.C. EACH WAY THE deJONGH GROUP, PC ARCHITECTS & PLANNERS 2200 ESTATE STAABI ST. THOMAS, USVI 00802 PH. 340.774.8035 REVISIONS SHEET: DRAWN BY: CHECKED BY: SCALE: JOB NO: DATE: deJONGH DEPARTMENT OF EDUCATION ST CROIX EDUCATIONAL COMPLEX HIGH SCHOOL TRACK & FIELD RENOVATION PROJECT 5A-5C VICORP LAND, KINGSHILL ST. CROIX, U.S.V.I. 2010.7B 05/27/2014 CONSTRUCTION DOCUMENTS ISSUED FOR BID 2 RESTROOM FOOTING DETAIL SCALE: 1"= 1'-0" 1 RESTROOM FOUNDATION PLAN SCALE: 1/4" = 1'-0" 3 RESTROOM FOOTING DETAIL SCALE: 1"= 1'-0" FOUNDATION PLAN AND DETAILS O.C. SEE DRAWINGS A4.1 A4.1 A4.1 #4 @ 12" O.C. #4 @ 12" O.C. #4 DOWELS @ 12" O.C GROUTED WITH EPOXY 8" EMBEDDED 6" SLAB 6" SLAB 6" SLAB 6" SLAB #5 @ 12" O.C. TOP REINF. #5 @ 12" O.C. TOP REINF. #5 @ 12" O.C. TOP REINF. #5 @ 12" O.C. TOP REINF. #5 @ 12" O.C. TOP REINF. #5 @ 12" O.C. TOP REINF. 12'-0" 20'-8" 20'-8" 8'-3" 35'-3" 49'-3" 4'-0" 2'-4" 2'-9" 5'-3" 4'-8" 4'-1" 5'-5" 3'-7" 2'-7" #5 TOP REINF. @ 12" O.C. #4 @ 12" O.C. EACHWAY #5 @ 12" O.C. (4) #5 CONT. 4" GRAVEL BASE COMPACTED FILL #5 @ 8" O.C. EACH WAY #4 @ 812 O.C. EACHWAY 4" GRAVEL BASE COMPACTED FILL #4 DOWELS @ 12" O.C. GROUTED WITH EPOXY 8" EMBEDED EXISTING SLAB THE deJONGH GROUP, PC ARCHITECTS & PLANNERS 2200 ESTATE STAABI ST. THOMAS, USVI 00802 PH. 340.774.8035 REVISIONS SHEET: DRAWN BY: CHECKED BY: SCALE: JOB NO: DATE: deJONGH DEPARTMENT OF EDUCATION ST CROIX EDUCATIONAL COMPLEX HIGH SCHOOL TRACK & FIELD RENOVATION PROJECT 5A-5C VICORP LAND, KINGSHILL ST. CROIX, U.S.V.I. 2010.7B 05/27/2014 CONSTRUCTION DOCUMENTS ISSUED FOR BID 2 FOOTING AND SLAB DETAIL SCALE: 1"= 1'-0" 1 RESTROOM SLAB PLAN SCALE: 1/4" = 1'-0" 3 SLAB DETAIL SCALE: 1"= 1'-0" SLAB PLAN AND DETAILS O.C. SEE DRAWINGS A4.2 A4.2 A4.2 1'-0" 2'-8" 1'-0" 2'-8" #4 @ 12" O.C. TOP REINF. 8" BLOCK WALL 8X18 BOND BEAM WITH (4) #4 CONT. WITH #3 TIES @ 6" O.C. #4 @ 12" O.C. TOP REINF. 8" BLOCK WALL 8X13 BOND BEAM WITH (4) #4 CONT. WITH #3 TIES @ 6" O.C. CEMENT PLASTER EACH SIDE (2) #5 CONT. #5 @ 8" O.C EACH WAY CEMENT PLASTER EACH SIDE (2) #5 CONT. #5 @ 8" O.C EACH WAY 2X6 @ RIDGE GALV. ROOFING RIGID INSULATION 2X4 PURLINS @ 24" O.C. 3/4" TREATED PLYWOOD 3X6 RAFTERS @ 24" O.C. H3 SIMPSON CLIP EACH SIDE 2X8 TOP PLATE W/ 1/2" 'J' BOLTS @ 24" O.C. 2X12 FACIA BOARD 5" GUTTER 3X8 RIDGE BEAM WITH LS50 SIMPSON CLIPS BOTTOM OF FOOTING 2'-0" MIN. BELOW EXISTING GRADE OR FIRM UNDISTURBED SUB GRADE - MIN. 2 TSF BRG CAP. VIF - TYPICAL UNDER ALL FOUNDATIONS COMPACTED FILL (5) #5 CONT. #5 @ 12" O.C. 4" GRAVEL BASE #4 @ 24" O.C. 6" SLAB CEMENT PLASTER EACH SIDE HORIZ. REINF. @ 16" O.C. SIMPSON H3 EACH SIDE OF SIDE 2X6 BOTTOM PLATE WITH 1/2" BOLT 6" LONG @ 24" O.C. 2X6 STUDS @ 16" O.C. 2X6 BRIDGING @ 16"O.C. STAGGERED 1/2" CEMENT BACKER BOARD WITH CEMENT PLASTER 3/4" TREATED PLYWOOD 2X6 TOP PLATE WOMENS RESTROOM MENS RESTROOM TOP OF PLATE FINISH FLOOR TOP OF BEAM BOTTOM OF BEAM 2X6 TOP PLATE WITH H3 SIMPSON CLIP EACH SIDE OF RAFTER 7'-9" 6" 1'-3" 11'-0" 2 1/2" THE deJONGH GROUP, PC ARCHITECTS & PLANNERS 2200 ESTATE STAABI ST. THOMAS, USVI 00802 PH. 340.774.8035 REVISIONS SHEET: DRAWN BY: CHECKED BY: SCALE: JOB NO: DATE: deJONGH DEPARTMENT OF EDUCATION ST CROIX EDUCATIONAL COMPLEX HIGH SCHOOL TRACK & FIELD RENOVATION PROJECT 5A-5C VICORP LAND, KINGSHILL ST. CROIX, U.S.V.I. 2010.7B 05/27/2014 CONSTRUCTION DOCUMENTS ISSUED FOR BID 1 RESTROOM SECTION A-A SCALE: 1/2" = 1'-0" O.C. 1/2" = 1'-0" SECTION A-A A4.3 A4.3 2X8 PLATE 3X6 RAFTER 3X6 RAFTER 3X8 HIP RAFTER (2) 5"X3"X1/4" ANGLES 3" LONG 1/2" DIA. BOLT (2) DIA. A BOLTS 8" LONG 2X8 PLATE WALL TYPE 1 WALL TYPE 2 WALL TYPE 3 2X4 WOOD STUDS @ 16" O.C. MAX. (TYP) 1/2" CEMENT BACKER BOARD EACH SIDE TILE FINISH EACH SIDE 3/4" TREATED PLYWOOD EACH SIDE INSULATION WALL TYPE 4 2X6 WOOD STUDS @ 16" O.C. MAX. (TYP) 1/2" CEMENT BACKER BOARD TILE FINISH 3/4" TREATED PLYWOOD INSULATION WALL TYPE 5 #4 @ 24" O.C. 1/2" CEMENT PLASTER FINISH EACHSIDE WALL TYPE 6 INTERIOR EXTERIOR FILL EACH CELL 8" BLOCK TILE FINISH THE deJONGH GROUP, PC ARCHITECTS & PLANNERS 2200 ESTATE STAABI ST. THOMAS, USVI 00802 PH. 340.774.8035 REVISIONS SHEET: DRAWN BY: CHECKED BY: SCALE: JOB NO: DATE: deJONGH DEPARTMENT OF EDUCATION ST CROIX EDUCATIONAL COMPLEX HIGH SCHOOL TRACK & FIELD RENOVATION PROJECT 5A-5C VICORP LAND, KINGSHILL ST. CROIX, U.S.V.I. 2010.7B 05/27/2014 CONSTRUCTION DOCUMENTS ISSUED FOR BID 1 SCALE: 1" = 1'-0" ROOF DETAIL A4.4 2 SCALE: 1" = 1'-0" ROOF DETAIL A4.4 3 SCALE: 1" = 1'-0" ROOF DETAIL A4.4 4 SCALE: 1" = 1'-0" COLUMN DETAIL A4.4 5 SCALE: 1" = 1'-0" COLUMN CORNER DETAIL A4.4 6 NOT TO SCALE WALL TYPES A4.4 DETAILS A4.4 SEE DRAWINGS B.S. & O.C. HANDICAP WATER CLOSET TOILET PAPER DISPENSER HANDICAP GRAB BAR TOILET PARTITIONS WATER CLOSET WATER CLOSET WATER CLOSET TOILET PAPER DISPENSER TOILET PAPER DISPENSER TOILET PAPER DISPENSER LAVATORY LAVATORY LAVATORY SOLID SURFACE 3" F.D. 12"X12" FLOOR TILE THRESHOLD H.C. MIRROR H.C. MIRROR H.C. MIRROR SOAP DISPENSER H.C. MIRROR H.C. MIRROR H.C. MIRROR LAVATORY LAVATORY LAVATORY SOLID SURFACE HANDICAP WATER CLOSET WATER CLOSET TOILET PAPER DISPENSER TOILET PAPER DISPENSER URINAL URINAL HANDICAP GRAB BAR 3" F.D. TOILET PARTITIONS TOILET PARTITIONS 12"X12" FLOOR TILE AIR HAND DRYER ADA COMPLIANT AIR HAND DRYER ADA COMPLIANT THRESHOLD A B C D D B E F 5'-0" 2'-11" 2'-11" 2'-11" 6'-11 1/2" 5'-7" 5'-0" 2'-8" 5'-0" 4'-0" 3'-11 1/2" 6'-8" 5'-3" 4'-8" 5'-0" 2'-11" 2'-11" 2'-11" 6'-11 1/2" 5'-7" 2'-8" 5'-0" 4'-0" 2'-6" 9'-0" 9'-0" 1'-5" URINAL URINAL 2'-0" PAINTED WALL HANDICAP MIRROR SOAP DISPENSER 12"X12" WALL TILE BASE PLATE LAVATORY PAINTED WALL WAINSCOTT HANDICAP GRAB BAR 12"X12" WALL TILE TOILET PAPER DISPENSER BASE PLATE HANDICAP WATER CLOSET TOILET PARTITION 17" TO 19" 2'-9" 1'-5" 1'-5" 2'-10" 3'-6" 1'-7" 1'-2" 1'-1/2" 4" 3'-1 1/2" 4" THE deJONGH GROUP, PC ARCHITECTS & PLANNERS 2200 ESTATE STAABI ST. THOMAS, USVI 00802 PH. 340.774.8035 REVISIONS SHEET: DRAWN BY: CHECKED BY: SCALE: JOB NO: DATE: deJONGH DEPARTMENT OF EDUCATION ST CROIX EDUCATIONAL COMPLEX HIGH SCHOOL TRACK & FIELD RENOVATION PROJECT 5A-5C VICORP LAND, KINGSHILL ST. CROIX, U.S.V.I. 2010.7B 05/27/2014 CONSTRUCTION DOCUMENTS ISSUED FOR BID A INTERIOR ELEVATION SCALE: 1/2" = 1'-0" 1 INTERIOR ELEVATION SCALE: 1/2" = 1'-0" O.C. 1/2" = 1'-0" A4.5 PAINTED WALL 4" WAINSCOT 12"X12" WALL TILE BASE PLATE TOILET PARTITION 4" WAINSCOT 12"X12" WALL TILE BASE PLATE 4" 3'-1 1/2" 4" 4'-6" 9 1/2" 4'-0" 2'-10" PAINTED WALL HANDICAP MIRROR 4" WAINSCOT LAVATORY 12"X12" WALL TILE BASE PLATE PAINTED WALL HANDICAP MIRROR 4" WAINSCOT LAVATORY 12"X12" WALL TILE BASE PLATE 4" 3'-1 1/2" 4" 2'-10" PAINTED WALL HANDICAP MIRROR TOILET PARTITION LAVATORY 12"X12" WALL TILE BASE PLATE PAINTED WALL HANDICAP MIRROR TOILET PARTITION LAVATORY 12"X12" WALL TILE BASE PLATE 4"5 1/2" 4'-6" THE deJONGH GROUP, PC ARCHITECTS & PLANNERS 2200 ESTATE STAABI ST. THOMAS, USVI 00802 PH. 340.774.8035 REVISIONS SHEET: DRAWN BY: CHECKED BY: SCALE: JOB NO: DATE: deJONGH DEPARTMENT OF EDUCATION ST CROIX EDUCATIONAL COMPLEX HIGH SCHOOL TRACK & FIELD RENOVATION PROJECT 5A-5C VICORP LAND, KINGSHILL ST. CROIX, U.S.V.I. 2010.7B 05/27/2014 CONSTRUCTION DOCUMENTS ISSUED FOR BID B INTERIOR ELEVATION SCALE: 1/2" = 1'-0" C INTERIOR ELEVATION SCALE: 1/2" = 1'-0" INTERIOR ELEVATIONS O.C. 1/2" = 1'-0" A4.6 D INTERIOR ELEVATION SCALE: 1/2" = 1'-0" PAINTED WALL JALOUSIE WINDOW TOILET PARTITION 12"X12" WALL TILE BASE PLATE HAND DRYER 4'-6" 9 1/2" 4'-0" 4" 3'-1 1/2" 4" 2'-0" 17" TO 19" 2'-9" 2'-10" 3'-6" 1'-7" 1'-2" 1'-1/2" 4" 3'-1 1/2" 4" HANDICAP GRAB BAR TOILET PAPER DISPENSER HANDICAP WATER CLOSET TOILET PARTITION BASE PLATE PAINTED WALL WAINSCOTT 12"X12" WALL TILE PAINTED WALL WAINSCOTT 12"X12" WALL TILE BASE PLATE MIRROR SOAP DISPENSER THE deJONGH GROUP, PC ARCHITECTS & PLANNERS 2200 ESTATE STAABI ST. THOMAS, USVI 00802 PH. 340.774.8035 REVISIONS SHEET: DRAWN BY: CHECKED BY: SCALE: JOB NO: DATE: deJONGH DEPARTMENT OF EDUCATION ST CROIX EDUCATIONAL COMPLEX HIGH SCHOOL TRACK & FIELD RENOVATION PROJECT 5A-5C VICORP LAND, KINGSHILL ST. CROIX, U.S.V.I. 2010.7B 05/27/2014 CONSTRUCTION DOCUMENTS ISSUED FOR BID INTERIOR ELEVATIONS O.C. 1/2" = 1'-0" A4.7 F INTERIOR ELEVATION SCALE: 1/2" = 1'-0" E INTERIOR ELEVATION SCALE: 1/2" = 1'-0" GFI GFI GFI GFI 44" A.F.F. 44" A.F.F. WOMENS RESTROOM 44" A.F.F. JANITORS CLOSET MENS RESTROOM 44" A.F.F. GFI A.F.F. PORCELAIN SURFACE MOUNT LIGHT FIXTURE SURFACE MOUNTED OCCUPANCE SENSOR RECEPTACLE POWER PANEL SINGLE SWITCH GROUND FAULT INTERRUPTER ABOVE FINISH FLOOR LEGEND EXTERIOR LIGHTING EF EXHAUST FAN EF EF SD SD SD SMOKE DETECTOR (HARD WIRE TO PANEL BOX) FE FE FE FIRE EXTINGUISHER GENERAL ELECTRICAL NOTES: A. ALL ELECTRICAL WORK SHALL BE COMPLETED IN STRICT ACCORDANCE WITH THE LATE EDITION OF THE N.E.C. B. THE ELECTRICIAN SHALL OBTAIN ALL PERMITS AND PAY ALL FEES RELATED TO HIS WORK. C. ALL WIRING SHALL BE COPPER #12 OR LARGER. ALUMINUM WIRE IS NOT ACCEPTABLE. D. WIRE TYPE AWG IS PREFERRED, ALTHOUGH OTHERS ARE ACCEPTABLE. E. ALL WIRING SPLICES SHALL BE MADE USING 3M ELECTRICAL SPRING CONNECTORS OR EQUAL "TWIST-ONS" TO CORRECT SIZE. WIRE TAPED OR TWISTED IS NOT ACCEPTABLE. F. ALL CONDUITS INSTALLED IN CONCRETE OR MASONRY SHALL BE RIGID NON-METALLIC TYPE (P.V.C.). ALL OUTLETS AND SWITCH BOXES SHALL BE NON- METALLIC TYPE. G. GROUNDING CONDUCTORS SHALL BE CONNECTED TO NEUTRAL CONDUCTORS AT THE SERVICE ENTRANCE ONLY. CERTAIN EXCEPYIONS AS PERMITTED BY THE N.B.C. SHALL BE PERMITTED. H. ELECTRICAL SERVICE SHALL BE 120-240 VOLTS, SINGLE PHASE, 60 CYCLES, 3 WIRE CONNECTION. SEFVICE SHALL BEGIN AT POINT OF ATTACHMENTS OF OVERHEAD SERVICE DROP CABLE. I. ELECTRICAL SYSTEM LAYOUT INDICATED ON DRAWINGS ARE GENERALLY DIAGRAMMATIC AND LOCATION OF OUTLETS AND EQUIPMENT ARE APPROXIMATE; ROUTING OF RACEWAYS AND LOCATION OF OUTLETS AND EQUIPMENT SHALL BE GOVERNED BY STRUCTURAL CONDITIONS AND OBSTRUCTIONS. REFER TO SPECIFICATIONS FOR MATERIALS AND REFER TO SPECIFICATIONS FOR MATERIALS AND REFER TO SPECIFICATIONS FOR MATERIALS AND REFER TO SPECIFICATIONS FOR MATERIALS AND EQUIPMENT REQUIREMENTS. EQUIPMENT REQUIREMENTS. EQUIPMENT REQUIREMENTS. EQUIPMENT REQUIREMENTS. COORDINATE INSTALLATION WITH ALL OTHER TRADES COORDINATE INSTALLATION WITH ALL OTHER TRADES COORDINATE INSTALLATION WITH ALL OTHER TRADES COORDINATE INSTALLATION WITH ALL OTHER TRADES BEFORE INSTALLATION TO ELIMINATE CONFLICTS. BEFORE INSTALLATION TO ELIMINATE CONFLICTS. BEFORE INSTALLATION TO ELIMINATE CONFLICTS. BEFORE INSTALLATION TO ELIMINATE CONFLICTS. WHERE CODUIT IS EXPOSED, FOLLOW ROOF LINE AND KEEP WHERE CODUIT IS EXPOSED, FOLLOW ROOF LINE AND KEEP WHERE CODUIT IS EXPOSED, FOLLOW ROOF LINE AND KEEP WHERE CODUIT IS EXPOSED, FOLLOW ROOF LINE AND KEEP TIGHT TO STRUCTURE. TIGHT TO STRUCTURE. TIGHT TO STRUCTURE. TIGHT TO STRUCTURE. 1.1.1.1. 2.2.2.2. 3.3.3.3. GENERAL NOTES: GENERAL NOTES: GENERAL NOTES: GENERAL NOTES: THE deJONGH GROUP, PC ARCHITECTS & PLANNERS 2200 ESTATE STAABI ST. THOMAS, USVI 00802 PH. 340.774.8035 REVISIONS SHEET: DRAWN BY: CHECKED BY: SCALE: JOB NO: DATE: deJONGH DEPARTMENT OF EDUCATION ST CROIX EDUCATIONAL COMPLEX HIGH SCHOOL TRACK & FIELD RENOVATION PROJECT 5A-5C VICORP LAND, KINGSHILL ST. CROIX, U.S.V.I. 2010.7B 05/27/2014 CONSTRUCTION DOCUMENTS ISSUED FOR BID 1 ELECTRICAL NOTES NOTES NOT TO SCALE 2 POWER, LIGHTING LAYOUT AND NOTES SCALE: 1/4" = 1'-0" 1/4"=1'-0" POWER, LIGHTING LAYOUT AND NOTES E1.1 E1.1 O.C. WOMENS RESTROOM JANITORS CLOSET MENS RESTROOM 1 1/2" EXTENDED WATER LINE WOMENS RESTROOM MENS RESTROOM C.O. 2" 2" 2" 2" 2" 2" 2" 2" 3" 3" 3" 3" 3" 3" 4" 4" 4" 4" 4" 2" 2" TO SEPTIC TANK 3" F.D. 3" F.D. 2" 2" 2" 2" 2" JANITORS CLOSET REFER TO SPECIFICATIONS FOR MATERIALS AND REFER TO SPECIFICATIONS FOR MATERIALS AND REFER TO SPECIFICATIONS FOR MATERIALS AND REFER TO SPECIFICATIONS FOR MATERIALS AND EQUIPMENT REQUIREMENTS. EQUIPMENT REQUIREMENTS. EQUIPMENT REQUIREMENTS. EQUIPMENT REQUIREMENTS. COORDINATE INSTALLATION WITH ALL OTHER TRADES COORDINATE INSTALLATION WITH ALL OTHER TRADES COORDINATE INSTALLATION WITH ALL OTHER TRADES COORDINATE INSTALLATION WITH ALL OTHER TRADES BEFORE INSTALLATION TO ELIMINATE CONFLICTS. BEFORE INSTALLATION TO ELIMINATE CONFLICTS. BEFORE INSTALLATION TO ELIMINATE CONFLICTS. BEFORE INSTALLATION TO ELIMINATE CONFLICTS. WHERE PIPING IS EXPOSED, FOLLOW ROOF LINE AND KEEP WHERE PIPING IS EXPOSED, FOLLOW ROOF LINE AND KEEP WHERE PIPING IS EXPOSED, FOLLOW ROOF LINE AND KEEP WHERE PIPING IS EXPOSED, FOLLOW ROOF LINE AND KEEP TIGHT TO STRUCTURE. TIGHT TO STRUCTURE. TIGHT TO STRUCTURE. TIGHT TO STRUCTURE. 1.1.1.1. 2.2.2.2. 3.3.3.3. GENERAL NOTES: GENERAL NOTES: GENERAL NOTES: GENERAL NOTES: NO TRAP AT THIS LOCATION. NO TRAP AT THIS LOCATION. NO TRAP AT THIS LOCATION. NO TRAP AT THIS LOCATION. 1-1-1-1-14" VENT THROUGH WALL CONSTRUCTION. " VENT THROUGH WALL CONSTRUCTION. " VENT THROUGH WALL CONSTRUCTION. " VENT THROUGH WALL CONSTRUCTION. 4" VTR NEAR RIDGE LINE. PAINT EXPOSED PORTION TO 4" VTR NEAR RIDGE LINE. PAINT EXPOSED PORTION TO 4" VTR NEAR RIDGE LINE. PAINT EXPOSED PORTION TO 4" VTR NEAR RIDGE LINE. PAINT EXPOSED PORTION TO MATCH ROOF COLOR. MATCH ROOF COLOR. MATCH ROOF COLOR. MATCH ROOF COLOR. 2" CW, OR CONTINUATION. 2" CW, OR CONTINUATION. 2" CW, OR CONTINUATION. 2" CW, OR CONTINUATION. 1-1-1-1-12" CW DOWN FROM ABOVE. " CW DOWN FROM ABOVE. " CW DOWN FROM ABOVE. " CW DOWN FROM ABOVE. 1.1.1.1. 2.2.2.2. 3.3.3.3. 4.4.4.4. 5.5.5.5. KEYED NOTES: KEYED NOTES: KEYED NOTES: KEYED NOTES: 6" CONCRETE SLAB W/ 6 X 6 W1.4 X W1.4 WWM 4" PVC INFLOW LINE 8" CMU WALL W/ #4 BEBAR @ 16" OC. VERT. (GROUT CORES FULL) EXTEND REBAR 18" INTO TOP SLAB (TYP) 12" X 16" CONC. FOOTING W/ (2) #4 REBAR CONT. AND #3 TIES @ 16" OC. 4" RADIUS CONC COVE BASE 1/2" PLASTER FIN. W/ 2 COATS THEROSEAL 4" PVC INFLOW 4" PVC OUTFLOW 8" CMU WALL W/ #4 BEBAR @ 16" OC. VERT. (GROUT CORES FULL) EXTEND REBAR 18" INTO TOP SLAB (TYP) 24" X 24" CONCRETE ACCESS COVER 2000 GAL. PLUMBING NOTES: A._____ THE PLUMBING SYSTEM FOR THIS WORK INCLUDES ALL COLD WATER DISTRIBUTION. VENTS, WASTES, AND PLUMBING ITEMS NEEDED FOR A COMPLETE AND PROPER INSTALLATION. B. THESE ITEMS AS INDICATED ON THE DRAWINGS SHALL BE INSTALLED IN ACCORDANCE WITH THE V.I. CODE AND THE AMERICAN STANDARD NATIONAL PLUMBING CODE, ASME. C. DRAINAGE, WASTE, VENT, AND POTABLE SUPPLY TO AND FITTINGS SHALL BE PVC, TYPE 1, RATED 160 PSI AT 73 DEGREES F. WITH PVC SCHEDULE 80 SHALL BE ABOVE GRADE AND TYPE K IN SLAB WITH PVC SLEEVES . THE deJONGH GROUP, PC ARCHITECTS & PLANNERS 2200 ESTATE STAABI ST. THOMAS, USVI 00802 PH. 340.774.8035 REVISIONS SHEET: DRAWN BY: CHECKED BY: SCALE: JOB NO: DATE: deJONGH DEPARTMENT OF EDUCATION ST CROIX EDUCATIONAL COMPLEX HIGH SCHOOL TRACK & FIELD RENOVATION PROJECT 5A-5C VICORP LAND, KINGSHILL ST. CROIX, U.S.V.I. 2010.7B 05/27/2014 CONSTRUCTION DOCUMENTS ISSUED FOR BID 2 SEWER LINE PLAN SCALE: 1/4" = 1'-0" 1 WATER LINE PLAN SCALE: 1/4" = 1'-0" PLUMBING PLAN AND NOTES 1/4" = 1'-0" P1.1 3 SEPTIC PLAN AND SECTION NO TO SCALE 4 PLUMBING NOTES NO TO SCALE P1.1 P1.1 P1.1 P1.1 CONTRACTOR SHALL CUT EXISTING WALKWAY SLAB AND POUR NEW THRUWAY CONCRETE CULVERT WITH NEENAH HEAVY DUTY GRATING INSTALLED TO LET WATER COLLECT UNDER THE BLEACHERS TO DRAIN INTO THE NEW RIP-RAP FRENCH DRAIN SWALE + or - 5' L X 3' W POURED REINFORCED CONCRETE CULVERT W/ NEENAH GRILLE (SEE DETAIL # 2 SHEET D-2) BATHROOMS EQUIPMENT STORAGE CONTRACTOR SHALL GRADE AREA ABOVE TRACK TO CREATE A DEFINITIVE AND PROPER ROCK SWALE THAT WILL BE FILLED 8" - 12" DIAMETER ROCKS WITH 2 [6"] OR 1 [10"] DIAMETER SCH. 40 PERFORATED DRAIN PIPES IN 3/4" GRAVEL WITH HOLES PROTECTED WITH GEOTEXTILE FABRIC INSTALLED FOR APPROXIMATELY 450 LF TO DAYLIGHT TO EMPTY IN NATURAL OUTFALL ON OTHER SIDE OF THE TRACK 6" SCH. 40 PVC MAIN SEWER LINE TO SEPTIC TANK CONTRACTOR SHALL CONSTRUCT A NEW 3 CHAMBER SEPTIC TANK W/8FT. DIAMETER X 8FT. DEEP DRYWELL SOAKAWAY FILLED WITH 3 SIZES OF GRAVEL WITH A SAND BASE AT THE BOTTOM OF THE DRYWELL CONTRACTOR SHALL ADD EQUIPMENT STORAGE ROOM TO BE BUILT WITH THE SAME CONSTRUCTION DETAILS AND SPECS AS THE BATHROOM W/HEAVY DUTY DBL METAL DOORS W/DEAD BOLT AND LATCH AS WELL HEAVY DUTY FLAT STEEL BRACE DIAGONALLY ACROSS THE 2 DOORS W/PADLOCK HASP AND TWO HEAVY DUTY FIXED METAL LOUVER GRILLE 18" W x 48" H JACK HAMMER EXISTING CONCRETE SLAB, CUT AND REMOVE AND DISPOSE LEGALLY CONTRACTOR SHALL THEN PREPARE AREA TO BE SODDED AND INSTALL A REGULATION SIZE LONG/TRIPPLE JUMP APPROACH AND PIT IN THE AREA AS PER DRAWINGS VIRGIN ISLANDS DEPARTMENT OF EDUCATION 1834 Kongens Gade St. Thomas, VI 00802 Phone: 340-774-0100 SCALE: 1"=30 FT Plans drawn by: The Department of Education April 6, 2016 NATURAL DRAIN OUTFALL DRAWING ADDENDUM #1 DEPARTMENT OF EDUCATION ST. CROIX CENTRAL HIGH SCHOOL TRACK & FIELD RENOVATION PROJECT RFD NO. 2 KINGSHILL ST. CROIX USVI IN LIEU OF CONTINUOUS PIPING TO DETENTION POND, PROVIDE THE FOLLOWING ADD/ALTERNATE: TWO DRY WELLS 8 FT. DIA. x 8 FT. DEPTH SEE DETAIL #1 (SHEET D-2) SEE DETAIL # 4 (SHEET D-2) SEE DETAIL # 3 (SHEET D-2) SHEET D-1 SEE DETAIL #5 (SHEET D-2) [TYPICAL PIPING CONDUIT TO BE ESTABLISHED ON FINISH LINE AS PER MARKING ON TRACK] 1 3 4 2 SUBSURFACE FRENCH DRAIN PIPE 22.5 TYP. 7 ROWS OF HOLES 1/2" DIA. SPACED 2" APART ALONG THE LENGH OF THE PIPE AS SHOWN 8" DIA. SCH. 40 PVC PERFORATED DRAIN PIPE SLOPE 1% MINIUM WRAPPED IN WOVEN GEOTEXTILE MATERIAL 3/4" TO 1" SIZE GRAVEL BED 1'-0" DEEP NTS 1' - 0" 3' - 0" REINF. CONC. CULVERT DETAIL HEAVY DUTY NEENAH METAL GRATING 6" THICK (min.) REIN CONC. (typical) CENTERED #4's REINF BOTH WAYS @ 8" ON CENTER AGGREGATE BASE UNDER CONCRETE (asphaltic) UNDISTURBED GRADE OR 95% COMPACTED FILL (typical) EXISTING CONC. SLAB CONC. WALK WAY DETAIL (NEW WALKWAY) 12" 12" 12" 12" 4" THICK (min) SLAB (typical) 6x6-10x10 WELDED WIRE FABRIC AGGREGATE BASE UNDER CONCRETE (asphaltic) SECT. THRU RIP RAP BED DRAIN TYPICAL CONDUIT AND PIPE TRENCH DETAIL 3" CRUSHED STONE BEDDING 5 12" 18" 32" 12" 8" 12" 9" WOVEN GEOTEXTILE WRAPPED AROUND 8" DIA PERF. SCH. 40 PVC SUB SURF. DRAIN (AS SHOWN) MEDIUM SIZED ROCKS FOR RIP RAP DRAIN 8" FRENCH DRAIN SCH. 80 PVC CRUSHED STONE BACKFILL TAMPED IN 6" LAYERS 2-2" SCH 40 PVC CONDUIT ENCASED IN CONCRETE BELOW NEW FRENCH DRAIN PIPING & STUBBED UP & CAPPED ON BOTH INTERIOR & EXTERIOR OF TRACK [TYPICAL PIPING CONDUIT TO BE ESTABLISHED ON FINISH LINE AS PER MARKING ON TRACK] WOVEN GEOTEXTILE FABRIC UNDISTURBED GRADE OR 95% COMPACTED FILL (typical) WRAP PIPE IN WOVEN GEOTEXTILE FABRIC DRAWING ADDENDUM #1 DEPARTMENT OF EDUCATION ST. CROIX CENTRAL HIGH SCHOOL TRACK & FIELD RENOVATION PROJECT RFD NO. 2 KINGSHILL ST. CROIX USVI VIRGIN ISLANDS DEPARTMENT OF EDUCATION 1834 Kongens Gade St. Thomas, VI 00802 Phone: 340-774-0100 Plans drawn by: The Department of Education April 6, 2016 SHEET D-2 6" 8" 6" EPOXY ENCASEMENT OF # 4 REBAR @ 8" O.C. w/AN EMBEDMENT OF 6" SEE ENLARGEMENT DETAIL (LOWER LEFT CORNER) 6" COMPACT 95%