SALE'AULA FIELD P R O P O S E D A T T R A C T I O N I M P R O V E M E N T S GEF CLIMATE RESILIENCE PROJECT SALE'AULA, SAVAI'I, SAMOA Sheet Number A000 A00 A003 A004 Sheet List Sheet Name COVER SHEET TYPICAL BOARDWALK DETAILS TYPICAL BENCH DETAILS VIEWING PLATFORM S //07 //07 AG AG //07 GEF TOURISM CLIMATE RESILIENCE PROJECT CSch //07 690W LW //07 KHL //07 SALEAULA FIELD COVER SHEET KHL A000 LW CSch FULL SIZE A
SALEAULA LAGOON PROPOSED NEW PARK BENCHES X BENEATH TREE CANOPY PROPOSED NEW VIEWING PLATFORM ALLOW FOR 4M AREA. ALLOW FOR X PARK BENCHES VIRGIN'S GRAVE BOARDWALK SEGMENT.ALLOW FOR 5 LINEAR METRES PROPOSED NEW PARK BENCHES X 4 BENEATH TREE CANOPY EXISTING WALKING TRACK PROPOSED NEW BOARDWALK SEGMENT. ALLOW FOR 0 LINEAR METRES EXISTING REST FALE LOCALITY 0 PROPOSED NEW PARK BENCH X CHURCH RUINS INFORMATION CENTRE S A V A I I N O R T H EXISTING WALKING TRACK SITE PLAN : 700 C O A S T R O A D KEY AREA OF PROPOSED NEW WORK NEW TIMBER BOARDWALK EXISTING ATTRACTION BUILDING/ FEATURE VILLAGE COMMITEE CARPARK PROPOSED NEW WORKS SUMMARY DESCRIPTION QUANTITY UNITS PARK BENCHES 9 BOARDWALK SEGMENT 0 LINEAR METRES BOARDWALK SEGMENT 5 LINEAR METRES VIEWING PLATFORM 4 SQUARE METRES S GEF TOURISM CLIMATE RESILIENCE PROJECT SALEAULA FIELD PROPOSED SITE AG A00
S DWN ENG CHK CLIENT QUALITY ENGINEERS - SURVEYORS - ARCHITECTS First Floor, Maxkar House Cnr Convent Street and DRAWING CHECKED: ENGINEER: GEF TOURISM CLIMATE RESILIENCE PROJECT SALEAULA FIELD TYPICAL BOARDWALK DETAILS PROJECT No. SCALE: 690W FULL SIZE A A00
70X45 H3. TIMBER SLATS WITH 0MM GAP IN BETWEEN. SCREW FIXED FROM UNDERSIDE 450H X 650W X 400D CAST INSITU CONCRETE. 0MM CHAFER TO ALL EXTERNAL EDGES 60X4 STEEL PLATE. PREDRILLED FOR SCREWS & BOLT FIXINGS 50MM THICK CONCRETE PAD IN GROUND FRONT VIEW 0 00 60 050 400 650 70X45 H3. TIMBER SLATS 0MM GAP IN BETWEEN CAST INSITU CONCRETE 70X45 H3. TIMBER SLATS SCREW FIXED FROM UNDERSIDE 60X4MM STEEL PLATE FIX TO CONCRETE PAD WITH M0 CHEMSET ANCHORS 00 00 50 450 450 50 60X4 STEEL PLATE LEG BRACKET M0 STAINLESS STEEL CHEMSET ANCHORS 50MM THICK CONCRETE PAD. 750 LONG SECTION CROSS SECTION END VIEW BENCH DETAILS : 0 BENCH PERSPECTIVE VIEWS S GEF TOURISM CLIMATE RESILIENCE PROJECT SALEAULA FIELD TYPICAL BENCH DETAILS A003
4000 90 90 843 90 843 90 843 90 84 90 90 90X90 H4 TIMBER POSTS TOP RAIL 340 3600 74.5 90 74.5 90 74.5 74.5 90 90X40 H4 TIMBER DECKING ON 40X45H4 TIMBER JOISTS BOTTOM RAIL 90 TIMBER DECKING VIEWING PLATFORM (PLAN) VERTICAL TIMBER PALING AT VARYING HEIGHTS 4000 40X45 H4 TIMBER BOUNDARY JOIST NOTE: APPLY CABBOT'S NATURAL OIL STAIN TO ALL TIMBER DECKING, RAILS & PALING 90X45 H3. TIMBER TOP RAIL FIX WITH 4-00X3.75 NAILS TO POSTS 3600 50 90 35 90 35 90 50 40X45 H3. TIMBER JOISTS @450MM MAX CRS SOLID BLOCKING @ MIDSPAN 90X90 H4 TIMBER POSTS @ 000MM MAX CRS. FIX WITH -M STAINLESS STEEL BOLTS WITH 50MM WASHERS VERTICAL TIMBER TO VARYING HEIGHTS, FIX WITH 3/60 X 3.5 NAILS TO RAILS 90X45 H3. TIMBER BOTTOM RAIL FIX WITH 4-00X3.75 NAILS TO POSTS TIMBER DECKING 00 300 5 5 5 53 5 300 5X5 H5 TIMBER PILES IN 600X350X350 0MPA CONCRETE FOOTING. 00MM COVER ALL DIRECTIONS VIEWING PLATFORM FRAMING PLAN 40X45 H3. TIMBER JOISTS BOUNDARY JOISTS 3 POST CONNECTION DETAIL : 0 S GEF TOURISM CLIMATE RESILIENCE PROJECT SALEAULA FIELD VIEWING PLATFORM A004