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HomeMy WebLinkAboutGOLF COURSE CHEMICAL STORAGE BLDGSCALE: 1"= 5' DIRT MOUND ABOVE GRND. FUEL STORAGE EXISTING L SWALE EXISTING CONC. PAVEMENT CART STORAGE BLDG. C EXIST. CONC. BOLLARD (TYP.) (OPEN DRAINAGE) GOLF COURSE MAINTENANCE BARN LOCATION SOUTHMOST SWALE VICINITY MAP PROP. 4" VALVE & CLEAN OUT PLACE IN PLASTIC ACCESS BOX 4" SDR-26 @ 1.8% L.P.S.M. #58- CHISELED SQUARE IN CONCRETE AT THE SOUTHEAST CORNER OF THE GOLF CART WASH RACK. 15'-0" SLOPE A (TYP.) METAL GALV. PAINTED FRAME VENT GRILL IN 16 GAGE METAL DOOR WITH METAL PROP. 3'-0" X 6'8" HOLLOW #3 REBAR @ 12" O.C.E.W. 6" CONC. W/BROOM FINISH PROP. LOADING AREA: 15'-0" 10'-0" PROP. 8" CMU BLOCK PROP. 2" DRAIN PROP. TOP OF CONC. = 13.20' PROP. DRIVE PROP. DRAINAGE SLOPE (TYP.) ELEV. = 13.00 ACCESS BOX PLACE IN PLASTIC VALVE & CLEAN OUT PROP. 4" PROP. CHEMICAL STORAGE BUILDING A B B STORAGE CONTAINER 6'-0" R (TYP.) 10'-0" 2'-0" SCALE: 1"=5' DIRT MOUND ABOVE GRND. FUEL STORAGE EXISTING EXISTING CONC. PAVEMENT CART STORAGE BLDG. EXIST. CONC. BOLLARD (TYP.) (OPEN DRAINAGE) GOLF COURSE MAINTENANCE BARN LOCATION SOUTHMOST STORAGE CONTAINER SWALE PROJECT LOCATION VICINITY MAP 25' 10' 15' 1 2' 2 LOADING AREA 1/4" / FT 1 6'R (TYP.) 3 4 4" 2 I.E.= 10.47 4 3 12" 6" 6" DETERMINED IN FIELD F.F. ELEV.=13.19 TOC EL.=13.19 F.F. ELEV.=13.19 L.P.S.M. #58- CHISELED SQUARE IN CONCRETE AT THE SOUTHEAST CORNER OF THE GOLF CART WASH RACK. 15' 1'-0" 6" 1'-0" 6" PROP. SINGLE POLE PROP. 22 L.F. CONDUIT & ELEC. TO SINGLE PROP. PULL BOX EXIST. DRIVE PROP. LIGHT FIXTURE EXIST. 3/4" PVC INSIDE OF 2" PVC CONDUIT (APPROX. 60 L.F.) ELEC. SWITCH POLE LIGHT SWITCH ASPHALT SHINGLES W/20-YEAR WARRANTY. 15LB FELT, I-90 UPLIFT RATING, ON 5/8" CDX PLYWOOD. 2 X 8 TREATED RAFTER HURRICANE STRAPS @ EACH RAFTER 2 X 8 TREATED T.P. PLATE ATTACHED TO BOND BEAM W/ 3/8" BOLTS @ 24" O.C. CMU BOND BEAM W/ #5'S TOP & BOTTOM GROUT FILL GALV. DRIP EDGE FLASHING 9 GA. H.D.G. HORIZONTAL REINF. @16" O.C. CMU BLOCK - (APPLY CLEAR SILICONE SEALANT TO EXTERIOR.) 30" #5'S VERTICAL REINF. @ CORNERS - GROUT CELLS SOLID WHERE BARS PENETRATE BLOCK 4.5" THICK, 3000 P.S.I. CONC. #3 @ 12" O.C.E.W. TWO #5 TOP & BOTTOM BENT #3 @ 12" O.C. 2" SAND CUSHION LAYER 6 MIL. POLY-MOISTURE BARRIER TOP OF PLATE SECTION A-A N.T.S. SECTION B-B N.T.S. #3 @ 12" O.C. EPOXY #3 REBAR @ 12" O.C.E.W. PROJECT LOCATION ELEV. = 12.70 PROP. 2" DRAIN (GRADE BEAM IS TYPICAL FOR PERIMETER OF BUILDING.) NOTE: BUILDING DESIGN MEETS MINIMUM 100 MPH WINDSTORM REQUIREMENTS. CITY OF LA PORTE PLANNING DEPT.ENGINEERING DIV. BAY FOREST GOLF COURSE CHEMICAL STORAGE BUIDLING SITE PLAN & DETAILS 604 W. FAIRMONT PKWY. LA PORTE, TEXAS 77571 PH: 281-470-5020; FAX: 281-470-5005