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HomeMy WebLinkAboutHardscape details-furnishings-fencingTOPSOIL 3'-0" DEPTH X 1'-0" DIA. FENCE POST FOOTING BEYOND ADJACENT LANDSCAPE, SEE PLANS 1'-0" 6"HEIGHT VARIES;REFER TOGRADING PLANSADJACENT HARDSCAPE, SEE PLANS TOPSOIL WL-101 F-101 FILTER FABRIC COMPACTED SUBGRADE 4" DIA. PERFORATED DRAIN PIPE WASHED STONE RETAINING WALL SHOWN FOR DESIGN INTENT. WALL AND FOOTING TO BE DESIGNED BY STRUCTURAL ENGINEER. SHOP DRAWINGS TO BE SUBMITTED TO PROJECT LANDSCAPE ARCHITECT FOR APPROVAL. SF-110 1" COUNTERTOP OVERHANG, TYP. BRICK VENEER, TYP. CMU BACKING3'-512"13'-10" SF-110 SF-110 13'-10" 3'-91 2" 3'-0"2'-01 2" 21 2" OVERHANG, TYP.3'-0"4"2"4"COUNTERTOP BRICK VENEER, TYP. COUNTERTOP BRICK VENEER, TYP. 3'-3"2'-10"2'-8"4"4"4"4"1'-0"6"1'-0"6"#53 COMPACTED AGGREGATE BASE 95% PROCTOR COMPACTED SUBGRADE REINFORCED C.I.P CONCRETE FOUNDATION 1'-2" #53 COMPACTED AGGREGATE BASE 95% PROCTOR COMPACTED SUBGRADE REINFORCED C.I.P CONCRETE FOUNDATION 2" DIA. PVC CONDUIT FOR GAS; CONNECT TO SOURCE PER MEP PLANS, TYP.4"2" 2" TRENCH DRAIN AROUND POOL PERIMETER CAULKED EXPANSION JOINT POOL WALL AND COPING BY OTHERS HEIGHT VARIES,REFER TOGRADING PLAN1'-6"6"3"RETAINING WALL SHOWN FOR DESIGN INTENT. WALL AND FOOTING TO BE DESIGNED BY PROJECT ARCHITECT AND STRUCTURAL ENGINEER. SHOP DRAWINGS TO BE SUBMITTED TO PROJECT LANDSCAPE ARCHITECT FOR APPROVAL. UCARA RETAINING WALL SYSTEM IN ALMOND GROVE FUSION, PITCHED FINISH L4.0HARDSCAPEDETAILS &FURNISHINGSPOOL AMENITYAT NORTH END©1/2" = 1'-0" GRILL STATION4 NTS POOL FENCE AND GATE SYSTEM5 NTS UCARA RETAINING WALL SYSTEM1 1/2" = 1'-0" POOL FENCE AND RETAINING WALL SYSTEM2 WL-101 F-101 RETAINING WALL SHOWN FOR DESIGN INTENT. WALL AND FOOTING TO BE DESIGNED BY STRUCTURAL ENGINEER. SHOP DRAWINGS TO BE SUBMITTED TO PROJECT LANDSCAPE ARCHITECT FOR APPROVAL. SHOP DRAWINGS TO BE SUBMITTED TO PROJECT LANDSCAPE ARCHITECT FOR APPROVAL. 1/2" = 1'-0" POOL DECK TRENCH DRAIN3 H-103 MERIDIAN BRICK CALVALRY GRAY VENEER 03/02/23 2 X 3 SLATS; 16" O.C. 2 X 8 JOIST; 16" O.C. 2 X 10 BEAM 6 X6 POST 5" 8'-0" O.C., TYP. 1'-6" ELEVATION C.I.P CONCRETE FOUNDATION 95% PROCTOR COMPACTED SUBGRADE F-101 2" THICK MORTAR BED EXPANSION JOINT, TYP.2'-4"6"2"4"4"3'-0"36'-51 2" 71 2"3"9'-0"PBS66 SIMPSON STRONG TIE POST BASE; INSTALL PER MANUFACTURERS RECOMMENDATIONS AND FASTENER SCHEDULE HEARTH BEYOND, SEE DETAIL 5" 2'-0" 12'-0" O.C., TYP. F-101 CONCRETE PAVING ELEVATION 2 X 10 BEAM 6 X6 POST 2 X 3 SLATS; 16" O.C. 2 X 8 JOIST; 16" O.C. 1'-6" C.I.P CONCRETE FOUNDATION 95% PROCTOR COMPACTED SUBGRADE PBS66 SIMPSON STRONG TIE POST BASE; INSTALL PER MANUFACTURERS RECOMMENDATIONS AND FASTENER SCHEDULE 2" THICK MORTAR BED EXPANSION JOINT, TYP.2'-4"6"2"3'-0"4"4"13'-10" 16'-3" 13'-10" 71 2" 5" 71 2"3"9'-0"12'-0"4" 15'-0" 10" 1'-31 4" 7'-61 4"4'-6" 2 X 3 SLATS; 16" O.C. 2 X 8 JOIST; 16" O.C. 2 X 10 BEAM 6 X6 POST SECTION PERGOLA 'A' BEYOND HEARTH, SEE DETAIL3"9'-0"4" 6'-0" 2'-91 4" 2 X 3 SLATS; 16" O.C. 2 X 8 JOIST; 16" O.C. 2 X 10 BEAM 6 X6 POST SECTION 1'-0"3"9'-0"3'-0"2x10 BEAM NOTCHED 3" INTO 2x8 JOISTS 2x8 JOIST WITH 3" NOTCH TO RECEIVE BEAMS 2x3 SLATS BEAM TO BE ATTACHED TO JOIST WITH STAINLESS STEEL ANCHORS 6x6 POST 2x10 BEAMS CONNECTED TO 6x6 POST BEAM TO BE ATTACHED TO POST WITH STAINLESS STEEL ANCHORS L4.1HARDSCAPEDETAILS &FURNISHINGSPOOL AMENITYAT NORTH END©1/2" = 1'-0" PERGOLA 'A' 1 1/2" = 1'-0" PERGOLA 'B'3 1" = 1'-0" WOOD CONNECTIONS2 03/02/23 POOL DESIGN BY OTHERS LANDSCAPE BED, SEE LANDSCAPE PLAN FOR DETAIL F-101 CONCRETE PAVING SF-104 SF-102 F-101 SF-105 SF-103 SF-106 SF-107 WL-101 RETAINING WALL SHOWN FOR DESIGN INTENT. WALL AND FOOTING TO BE DESIGNED BY STRUCTURAL ENGINEER. SHOP DRAWINGS TO BE SUBMITTED TO PROJECT LANDSCAPE ARCHITECT FOR APPROVAL. SF-108 SF-109 SF-112 SF-113 EXPANSION JOINT, TYP. #4 BAR, 18" O.C. EACH WAY; MAINTAIN 3" MIN. CLEAR ALL SIDES CONCRETE PAVING 1'-0" TYP.6"TYP.4"4"#53 COMPACTED AGGREGATE BASE COMPACTED SUBGRADE6"3'-0"10"9"3'-0"6"1'-0" 1'-0"WELD POST TO 1/2" X 6" X 6" STEEL BASE PLATE. ATTACH BASE PLATE TO CONCRETE WITH (4) 1/2" x 6" S.S. EXPANSION ANCHORS. NOTES: 1. ALL HANDRAILS TO MEET ADA REQUIREMENTS 2. CONTRACTOR TO SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL PRIOR TO FABRICATION ADA COMPLIANT STEEL TUBING; BLACK POWDERCOAT 4" OCTAGONAL FUSE BOX LI-101 2X10 BEAM, SEE PERGOLA DETAIL 2X6 COVER TO ANCHOR FUSE BOX LI-101 3'-0"1'-2" 1" 95% PROCTOR COMPACTED SUBGRADE PVC CONDUIT REINFORCED C.I.P CONCRETE FOUNDATION L4.2HARDSCAPEDETAILS &FURNISHINGSPOOL AMENITYAT NORTH END©1/4" = 1'-0" POOL DECK CROSS SECTION1 1/2" = 1'-0" CONCRETE STEPS2 NTS DOWNLIGHT 3 LI-101 NTS LIGHTED BOLLARD4 LI-102 03/02/23 THE MAPLES RESTAURANT POOL TO BE DESIGNED BY OTHERS POOL BUILDING TO BE DESIGNED BY OTHERS SF-111 THE MAPLES RESTAURANT POOL TO BE DESIGNED BY OTHERS POOL BUILDING TO BE DESIGNED BY OTHERS SF-113 SF-109 SF-105 SF-106 SF-107 SF-101 SF-110 SF-102 SF-104 SF-108 SF-103 SF-112 L4.3HARDSCAPEDETAILS &FURNISHINGSPOOL AMENITYAT NORTH END©NTS POOL LOUNGER 1 NTS SIDE TABLE2 NTS DINING CHAIR3 NTS CAFE TABLE6NTS COFFEE TABLE5 NTS IN-POOL LOUNGER4 NTS LOVESEAT9NTS ARMCHAIR 8 SF-104 SF-105 SF-112 SF-101 SF-102 SF-103 SF-106SF-107 03/02/23 CMU BACKING 27" FLAT COPING BY MODERN PRECAST 3 5 8" METAL STUD FRAME SF-111 0"2'-0"6'-0"3"F-101 STONE VENEER BRICK VENEER 5 8" CEMENT BOARD 95% PROCTOR COMPACTED SUBGRADE #53 COMPACTED AGGREGATE BASE CONCRETE PAVING REINFORCED C.I.P CONCRETE FOUNDATION 6'-0" 18" FLAT COPING BY MODERN PRECAST 1'-6"6"4"4"10'-21 2"1'-2" LIMESTONE CAP WITH 2" OVERHANG, TYP.; SLOPE FRONT TO BACK 1 8" PER FOOT TO DRAIN REINFORCED C.I.P CONCRETE FOUNDATION SF-111 BRICK VENEER 5 8" CEMENT BOARD 3 5 8" METAL STUD FRAME 95% PROCTOR COMPACTED SUBGRADE #53 COMPACTED AGGREGATE BASE CONCRETE PAVING #53 COMPACTED AGGREGATE BASE1'-6"6"2'-11"4"4"WALL IN FRONT F-101 WL-101 1'-6" RETAINING WALL SHOWN FOR DESIGN INTENT. WALL AND FOOTING TO BE DESIGNED BY PROJECT ARCHITECT AND STRUCTURAL ENGINEER. SHOP DRAWINGS TO BE SUBMITTED TO PROJECT LANDSCAPE ARCHITECT FOR APPROVAL. 2'-3" L4.4HARDSCAPEDETAILS &FURNISHINGSPOOL AMENITYAT NORTH END©1/2" = 1'-0" HEARTH1 SF-111 NTS FIREPLACE INSERT2 MERIDIAN BRICK CALVALRY GRAY VENEER 03/02/23 03/02/23 03/02/23