⠀㌀㘀尩 882-1265 SHEET NO. OF SHEETS 9 16024-0-BASE …existing 15" rcp storm. existing 18" rcp...
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Transcript of ⠀㌀㘀尩 882-1265 SHEET NO. OF SHEETS 9 16024-0-BASE …existing 15" rcp storm. existing 18" rcp...
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EXISTING 4'X2' BOX CULVERT
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EXISTING 15" RCP STORM
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EXISTING 18" RCP STORM (2)
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EXISTING 8" SEWER
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EXISTING CURB INLET
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EXISTING FIRE HYDRANT
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CITY OF CORPUS CHRISTI 15' UTILITY EASEMENT DOC #199003661
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EXISTING CURB INLET
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EXISTING 12" WATER
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EXISTING 42" WATER
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40' WATERLINE EASEMENT SOUTH TEXAS WATER AUTHORITY DOC #307955 D.R.N.C.T.
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EXISTING 15' UTILITY EASEMENT
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COUNTY ROAD 52
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IH 69 ACCESS ROAD
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EXISTING FIRE HYDRANT TO REMAIN
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EXISTING FIRE HYDRANT TO BE RELOCATED (SEE UTILITY PLAN FOR NEW LOCATION)
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EXISTING 6" SEWER SERVICE
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EXISTING ELECTRICAL TRANSFORMER
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20' YR
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10' ELECTRIC EASEMENT FILE #2007008681 O.P.R.N.C.T.
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1354 LF± CONCRETECURB TO BE REMOVED
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EXISTING 1" WATER SERVICE TO BE REMOVED
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48751 SF± EXISTINGASPHALT PAVEMENT TO BE REMOVED
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EXISTING ASPHALT PAVEMENT AND CONCRETE GUTTER TO BE REMOVED
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GRASS
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GRASS
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GRASS
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GRASS
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GRASS
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68.84
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FL
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69.28
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69.72
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FL
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68.65 FL
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FL
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75.5
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75.5
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75.5
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77
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76
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77
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76
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76.5
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76
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76
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76.5
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77
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77
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76.5
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76
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76.5
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76
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76
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76.5
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77
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77.5
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77
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75.5
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75.5
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76
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76.5
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77
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75.5
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75
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74.5
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74
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74
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74.5
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75
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75.5
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75.66
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75.74
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75.38
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75.32
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75.97
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75.37
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75.67
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75.77
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75.89
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75.88
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75.87
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76.07
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76.19
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76.50
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76.38
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76.27
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76.19
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76.19
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76.85
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77.08
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77.04
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76.95
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76.94
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76.96
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76.57
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76.50
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76.56
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76.71
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76.83
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77.03
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77.12
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76.38
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75.84
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76.02
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76.18
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76.73
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76.84
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76.83
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76.78
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76.74
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76.71
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76.69
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76.67
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76.62
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76.64
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76.73
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76.05
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76.05
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75.54
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75.66
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75.75
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75.76
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75.75
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75.75
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76.39
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76.41
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76.24
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76.51
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76.53
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76.62
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76.59
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76.39
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75.39
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76.01
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76.05
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76.05
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75.98
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76.25
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76.88
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76.58
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78.03
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78.05
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77.30
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75.97
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75.66
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76.90
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76.05
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75.65
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78.09
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78.15
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77.83
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77.97
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78.11
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77.67
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77.22
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78.10
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76.88
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77.04
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77.10
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77.18
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76.08
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75.90
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76.68
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76.02
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76.25
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76.42
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76.24
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75.68
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75.79
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75.57
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75.40
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76.73
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78.12
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78.09
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77.07
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77.78
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77.57
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77.51
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77.08
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77.70
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76.72
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76.87
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77.20
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76.95
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77.32
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77.51
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76.91
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76.74
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77.06
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77.22
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77.07
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76.94
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76.68
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76.25
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76.37
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77.45
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77.54
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76.91
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76.60
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77.59
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77.52
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76.79
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77.07
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77.27
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76.86
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76.83
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77.65
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75.58
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75.78
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75.20
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75.05
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75.90
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75.63
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76.33
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76.36
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76.51
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76.33
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75.98
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75.73
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75.81
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75.91
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76.38
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76.49
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76.52
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76.31
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76.13
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76.23
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76.47
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76.57
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76.61
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76.64
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76.82
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76.95
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76.95
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76.92
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76.73
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83.48
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83.16
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82.70
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77.66
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76.05
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76.07
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75.85
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75.94
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73.63
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73.47
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73.82
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73.96
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73.77
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73.45
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74.80
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74.14
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74.48
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75.01
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75.21
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75.40
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75.84
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75.61
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75.50
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75.04
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75.23
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75.14
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75.63
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75.35
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74.83
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75.21
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74.83
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75.11
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74.85
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75.59
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75.50
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75.12
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75.11
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75.61
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75.68
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75.90
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76.09
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75.80
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75.99
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75.60
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75.61
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75.97
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75.58
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75.44
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75.68
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75.63
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75.64
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75.39
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75.42
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75.40
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75.42
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75.46
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75.42
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75.11
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75.45
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75.63
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75.70
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75.92
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76.02
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75.64
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75.95
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75.77
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75.89
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76.16
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76.44
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76.01
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72.80
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EXISTING SSMH TOP=76.13' FL=68.71'
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EXISTING CURB INLET TOP=75.35' FL=72.64'±
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1 inch = ft.
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( IN FEET )
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GRAPHIC SCALE
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S9%%d15'55"W 395.77'
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S52%%d34'25"W 72.50'
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S80%%d44'45"E 137.94'
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N86%%d25'36"E 130.43'
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N9%%d15'55"E 492.77'
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N80%%d44'05"W 450.05'
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LOT 1 SCOGIN TRACT VOL 62 PG 97 M.R.N.C.T. 205028 SF 4.7068 AC
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CO
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EXISTING CURB INLET
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EXISTING BOLLARDS TO BE REMOVED
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10 EXISTING LIGHT POLES TO BE REMOVED (TYP)
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EXISTING OHE
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EXISTING TRAFFIC SIGN
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EXISTING TEMPORARY POWER POLE
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EXISTING CONCRETE DRIVEWAY TO REMAIN
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EXISTING CONCRETE DRIVEWAY TO REMAIN
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HERITAGE WEST LOT 1 BLOCK 1 VOL 59 PGS 192-193 M.R.N.C.T. 25.738 AC ZONED RMH MANUFACTURED HOMES
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HERITAGE WEST LOT 1 BLOCK 1 VOL 59 PGS 192-193 M.R.N.C.T.
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COEL PROPERTIES FARIAS G GRANT 22.82 ACS OUT LUBY TR 6 ABS 592 DOC# 2009006158 O.P.R.N.C.T. ZONED IL LIGHT INDUSTRIAL
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COEL PROPERTIES BUSINESS PARK LOT 1 BLOCK 1 VOL 68 PG 181 M.R.N.C.T. ZONED CG-2 GENERAL COMMERCIAL
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EXISTING WATER TO BE REOMVED
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EXISTING 6" SEWER SERVICE TO BE ABANDON IN PLACE
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HERITAGE WEST LOT 1 BLOCK 1 VOL 59 PGS 192-193 M.R.N.C.T. 25.738 AC ZONED RMH MANUFACTURED HOME
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=12°49'39"R=609.00' T=68.46' L=136.34' CB=N87°09'34"WCH=136.06'
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20' YR
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EXISTING 6' WOOD FENCE
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EXISTING 6' WOOD FENCE
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DATE:
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JOB NO.:
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DESIGN BY:
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DRAWN BY:
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SURVEYED BY:
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COMP. FILE:
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BASS & WELSH ENGINEERING
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CONSULTING ENGINEERS AND SURVEYORS
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3054 SOUTH ALAMEDA STREET 78404
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PLOTDATE:
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FIELD BK. NO:
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DRAWING NO: PLOTSCALE: XREF:
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P.O. BOX 6397 78466-6397
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TELEPHONE: (361) 882-5521
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FACSIMILE: (361) 882-1265
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C O R P U S C H R I S T I, T E X A S
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SHEET NO.
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OF SHEETS
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ENGINEERING FIRM REGISTRATION NO. F-52
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SURVEYING FIRM REGISTRATION NO. 1000027-00
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CORPUS CHRISTI, TEXAS
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NORTH CORPUS CHRISTI HONDA
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EXISTING TOPOGRAPHY
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9
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16024-0-BASE
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1:1
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1
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C-1
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TOPO
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AM
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JC/MB Jr
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MB Jr
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16024
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1"=20'
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9-19-16
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26677
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MURRAY BASS, JR.
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ADDRESS 3402 IH 69 ACCESS ROAD CORPUS CHRISTI, TEXAS 78410
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ZONING ZONING: CG-2 GENERAL COMMERCIAL. CG-2 GENERAL COMMERCIAL.CG-2 GENERAL COMMERCIAL.
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LEGEND RCPREINFORCED CONCRETE PIPE REINFORCED CONCRETE PIPE CLCENTER LINE CENTER LINE FLFLOW LINE FLOW LINE FFFINISHED FLOOR FINISHED FLOOR UEUTILITY EASEMENT UTILITY EASEMENT YRYARD REQUIREMENT YARD REQUIREMENT OHE OVERHEAD ELECTRIC OVERHEAD ELECTRIC LPLIGHT POLE LIGHT POLE PPPOWER POLE POWER POLE COCLEANOUT CLEANOUT FHFIRE HYDRANT FIRE HYDRANT WMWATER METER WATER METER DOCDOCUMENT DOCUMENT D.R.N.C.T.DEED RECORDS NUECES COUNTY TEXAS DEED RECORDS NUECES COUNTY TEXAS O.P.R.N.C.T.OFFICIAL PUBLIC RECORDS NUECES COUNTY TEXAS OFFICIAL PUBLIC RECORDS NUECES COUNTY TEXAS M.R.N.C.T.MAP RECORDS NUECES COUNTY TEXAS MAP RECORDS NUECES COUNTY TEXAS
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FEMA PROPERTY IS LOCATED IN ZONE C (AREAS OF MINIMAL FLOODING( AS SHOWN ON FEMA COMMUNITY PANEL #485494 0257 C DATED MARCH 18, 1985
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PROPERTY DESCRIPTION SCOGIN TRACT LOT 1 VOLUME 62 PAGE 97 M.R.N.C.T.
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11-18-16
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11-18-16 14:35 PM
124
WOM
EN
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TV LOUNGE
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SERVICE RECEPTION
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SERVICE ADVISORS
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SHOWROOM
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MEN
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INFO CENTER
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JANITOR
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BUSINESS OFFICE
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BUS MGR
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FILES
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SERV MGR
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ASSIST SERV MGR
135
WARR/SCAN
134
SERV BDC
138
PARTS BOUTIQUE
120
LUNCH
115
BDC
118
PHONE/IT
139
TECH PARTS
129
KIDS
106
GEN MGR
104
DEALER OFFICE
111
F & I
141
PARTS MGR
119
ELECTRICAL
142
PARTS (1862 S.F.)
145
EXPRESS SERVICE
144
SERVICE
146
LUNCH
150
MEN
148
WOM
EN
151
EQUP
154
OIL/COMP
100
VESTIBULE
101
GREETER
105
RESTRM
108
DELIVERY
155
CAR WASH
130
VENDING
149
JANITOR
156
PRE-WASH
127
QUIET LOUNGE
107
SALES MGRS
116
F&I STOR
112
F & I
110
F & I
109
F & I
117
TRAINING
113
UC MGR
126
REFRESHMENTS
143
NIGHT DROP
152
AUTO BUTLER
114
HALLWAY
137
HALLWAY
140
RETAIL PARTS
147
HALLWAY
153
DETAILING
AutoCAD SHX Text
PP
AutoCAD SHX Text
PP
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PP
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PP
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PP
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PP
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PP
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PP
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EXISTING 4'X2' BOX CULVERT
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EXISTING 15" RCP STORM
AutoCAD SHX Text
EXISTING 18" RCP STORM (2)
AutoCAD SHX Text
EXISTING 8" SEWER
AutoCAD SHX Text
EXISTING SSMH TOP=76.13' FL=68.71'
AutoCAD SHX Text
EXISTING CURB INLET TOP=75.76' FL=73.39'
AutoCAD SHX Text
EXISTING CURB INLET TOP=75.35' FL=72.64'±
AutoCAD SHX Text
CITY OF CORPUS CHRISTI 15' UTILITY EASEMENT DOC #199003661
AutoCAD SHX Text
EXISTING CURB INLET
AutoCAD SHX Text
EXISTING 42" WATER
AutoCAD SHX Text
40' WATERLINE EASEMENT SOUTH TEXAS WATER AUTHORITY DOC #307955 D.R.N.C.T.
AutoCAD SHX Text
15' UTILITY EASEMENT
AutoCAD SHX Text
COUNTY ROAD 52
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IH 69 ACCESS ROAD
AutoCAD SHX Text
EXISTING 6" SEWER SERVICE
AutoCAD SHX Text
EXISTING ELECTRICAL TRANSFORMER
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20' YR
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10' ELECTRIC EASEMENT FILE #2007008681 O.P.R.N.C.T.
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NEW CONCRETE PAVEMENT
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NEW CONCRETE PAVEMENT
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NEW CONCRETE PAVEMENT
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NEW CONCRETE PAVEMENT
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N
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1 inch = ft.
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( IN FEET )
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GRAPHIC SCALE
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0
AutoCAD SHX Text
20
AutoCAD SHX Text
10
AutoCAD SHX Text
40
AutoCAD SHX Text
80
AutoCAD SHX Text
20
AutoCAD SHX Text
20
AutoCAD SHX Text
NEW BUILDING FF=79.45'
AutoCAD SHX Text
79.45FF
AutoCAD SHX Text
79.45FF
AutoCAD SHX Text
79.45FF
AutoCAD SHX Text
79.45FF
AutoCAD SHX Text
79.45FF
AutoCAD SHX Text
79.45FF
AutoCAD SHX Text
79.45FF
AutoCAD SHX Text
79.45FF
AutoCAD SHX Text
79.45FF
AutoCAD SHX Text
79.45FF
AutoCAD SHX Text
79.45FF
AutoCAD SHX Text
79.45FF
AutoCAD SHX Text
79.45FF
AutoCAD SHX Text
79.45FF
AutoCAD SHX Text
79.35
AutoCAD SHX Text
79.35
AutoCAD SHX Text
78.85
AutoCAD SHX Text
78.85
AutoCAD SHX Text
78.63
AutoCAD SHX Text
78.63
AutoCAD SHX Text
79.12
AutoCAD SHX Text
79.12
AutoCAD SHX Text
79.35
AutoCAD SHX Text
79.35
AutoCAD SHX Text
79.12
AutoCAD SHX Text
79.12
AutoCAD SHX Text
79.35
AutoCAD SHX Text
79.35
AutoCAD SHX Text
79.12
AutoCAD SHX Text
79.35
AutoCAD SHX Text
79.12
AutoCAD SHX Text
79.12
AutoCAD SHX Text
79.35
AutoCAD SHX Text
79.35
AutoCAD SHX Text
75.66
AutoCAD SHX Text
75.74
AutoCAD SHX Text
75.38
AutoCAD SHX Text
75.32
AutoCAD SHX Text
75.97
AutoCAD SHX Text
75.37
AutoCAD SHX Text
75.67
AutoCAD SHX Text
75.77
AutoCAD SHX Text
75.89
AutoCAD SHX Text
75.88
AutoCAD SHX Text
75.87
AutoCAD SHX Text
76.07
AutoCAD SHX Text
76.19
AutoCAD SHX Text
76.50
AutoCAD SHX Text
76.38
AutoCAD SHX Text
76.27
AutoCAD SHX Text
76.19
AutoCAD SHX Text
76.19
AutoCAD SHX Text
76.85
AutoCAD SHX Text
77.08
AutoCAD SHX Text
77.04
AutoCAD SHX Text
76.95
AutoCAD SHX Text
76.94
AutoCAD SHX Text
76.96
AutoCAD SHX Text
76.57
AutoCAD SHX Text
76.50
AutoCAD SHX Text
76.56
AutoCAD SHX Text
76.71
AutoCAD SHX Text
76.83
AutoCAD SHX Text
77.03
AutoCAD SHX Text
77.12
AutoCAD SHX Text
76.38
AutoCAD SHX Text
75.84
AutoCAD SHX Text
76.02
AutoCAD SHX Text
76.18
AutoCAD SHX Text
76.73
AutoCAD SHX Text
76.84
AutoCAD SHX Text
76.83
AutoCAD SHX Text
76.78
AutoCAD SHX Text
76.74
AutoCAD SHX Text
76.71
AutoCAD SHX Text
76.69
AutoCAD SHX Text
76.67
AutoCAD SHX Text
76.62
AutoCAD SHX Text
76.64
AutoCAD SHX Text
76.73
AutoCAD SHX Text
76.05
AutoCAD SHX Text
76.05
AutoCAD SHX Text
75.54
AutoCAD SHX Text
75.66
AutoCAD SHX Text
75.75
AutoCAD SHX Text
75.76
AutoCAD SHX Text
75.75
AutoCAD SHX Text
75.75
AutoCAD SHX Text
76.39
AutoCAD SHX Text
76.41
AutoCAD SHX Text
76.24
AutoCAD SHX Text
76.51
AutoCAD SHX Text
76.53
AutoCAD SHX Text
76.62
AutoCAD SHX Text
76.59
AutoCAD SHX Text
76.39
AutoCAD SHX Text
75.39
AutoCAD SHX Text
76.01
AutoCAD SHX Text
76.05
AutoCAD SHX Text
76.05
AutoCAD SHX Text
76.05
AutoCAD SHX Text
76.07
AutoCAD SHX Text
75.85
AutoCAD SHX Text
75.94
AutoCAD SHX Text
73.63
AutoCAD SHX Text
73.47
AutoCAD SHX Text
73.82
AutoCAD SHX Text
73.96
AutoCAD SHX Text
73.77
AutoCAD SHX Text
73.45
AutoCAD SHX Text
74.80
AutoCAD SHX Text
74.14
AutoCAD SHX Text
74.48
AutoCAD SHX Text
75.01
AutoCAD SHX Text
75.21
AutoCAD SHX Text
75.40
AutoCAD SHX Text
75.84
AutoCAD SHX Text
75.61
AutoCAD SHX Text
75.50
AutoCAD SHX Text
75.04
AutoCAD SHX Text
75.23
AutoCAD SHX Text
75.14
AutoCAD SHX Text
75.63
AutoCAD SHX Text
75.35
AutoCAD SHX Text
74.83
AutoCAD SHX Text
75.21
AutoCAD SHX Text
74.83
AutoCAD SHX Text
75.11
AutoCAD SHX Text
74.85
AutoCAD SHX Text
75.59
AutoCAD SHX Text
75.50
AutoCAD SHX Text
75.12
AutoCAD SHX Text
75.11
AutoCAD SHX Text
75.61
AutoCAD SHX Text
75.82
AutoCAD SHX Text
75.77
AutoCAD SHX Text
75.68
AutoCAD SHX Text
75.90
AutoCAD SHX Text
76.09
AutoCAD SHX Text
75.80
AutoCAD SHX Text
75.99
AutoCAD SHX Text
75.60
AutoCAD SHX Text
75.61
AutoCAD SHX Text
75.97
AutoCAD SHX Text
75.58
AutoCAD SHX Text
75.58
AutoCAD SHX Text
75.44
AutoCAD SHX Text
75.76
AutoCAD SHX Text
75.68
AutoCAD SHX Text
75.63
AutoCAD SHX Text
75.64
AutoCAD SHX Text
75.39
AutoCAD SHX Text
75.42
AutoCAD SHX Text
75.48
AutoCAD SHX Text
75.49
AutoCAD SHX Text
75.54
AutoCAD SHX Text
75.25
AutoCAD SHX Text
75.40
AutoCAD SHX Text
75.40
AutoCAD SHX Text
75.42
AutoCAD SHX Text
75.46
AutoCAD SHX Text
75.42
AutoCAD SHX Text
75.11
AutoCAD SHX Text
75.45
AutoCAD SHX Text
75.56
AutoCAD SHX Text
75.55
AutoCAD SHX Text
75.78
AutoCAD SHX Text
75.78
AutoCAD SHX Text
75.54
AutoCAD SHX Text
75.46
AutoCAD SHX Text
75.52
AutoCAD SHX Text
75.60
AutoCAD SHX Text
75.37
AutoCAD SHX Text
75.57
AutoCAD SHX Text
75.46
AutoCAD SHX Text
75.45
AutoCAD SHX Text
75.54
AutoCAD SHX Text
75.74
AutoCAD SHX Text
75.09
AutoCAD SHX Text
75.57
AutoCAD SHX Text
75.52
AutoCAD SHX Text
75.63
AutoCAD SHX Text
75.50
AutoCAD SHX Text
75.70
AutoCAD SHX Text
75.90
AutoCAD SHX Text
75.92
AutoCAD SHX Text
76.02
AutoCAD SHX Text
75.84
AutoCAD SHX Text
75.81
AutoCAD SHX Text
75.70
AutoCAD SHX Text
75.64
AutoCAD SHX Text
75.71
AutoCAD SHX Text
75.78
AutoCAD SHX Text
75.80
AutoCAD SHX Text
76.34
AutoCAD SHX Text
75.58
AutoCAD SHX Text
75.95
AutoCAD SHX Text
75.89
AutoCAD SHX Text
75.74
AutoCAD SHX Text
75.76
AutoCAD SHX Text
75.75
AutoCAD SHX Text
75.77
AutoCAD SHX Text
75.89
AutoCAD SHX Text
75.74
AutoCAD SHX Text
76.16
AutoCAD SHX Text
75.17
AutoCAD SHX Text
76.44
AutoCAD SHX Text
75.88
AutoCAD SHX Text
75.98
AutoCAD SHX Text
76.01
AutoCAD SHX Text
76.15
AutoCAD SHX Text
77.15
AutoCAD SHX Text
77.07
AutoCAD SHX Text
76.13
AutoCAD SHX Text
75.33
AutoCAD SHX Text
75.52
AutoCAD SHX Text
75.27
AutoCAD SHX Text
75.38
AutoCAD SHX Text
75.23
AutoCAD SHX Text
75.34
AutoCAD SHX Text
75.45
AutoCAD SHX Text
75.77
AutoCAD SHX Text
76.15
AutoCAD SHX Text
77.07
AutoCAD SHX Text
77.07
AutoCAD SHX Text
NEW 24" GRATE INLET TOP=75.28' FL=73.42'
AutoCAD SHX Text
79.12
AutoCAD SHX Text
79.35
AutoCAD SHX Text
79.35
AutoCAD SHX Text
79.12
AutoCAD SHX Text
79.12
AutoCAD SHX Text
79.35
AutoCAD SHX Text
79.35
AutoCAD SHX Text
79.12
AutoCAD SHX Text
79.12
AutoCAD SHX Text
79.35
AutoCAD SHX Text
79.35
AutoCAD SHX Text
79.12
AutoCAD SHX Text
79.12
AutoCAD SHX Text
79.35
AutoCAD SHX Text
79.12
AutoCAD SHX Text
79.12
AutoCAD SHX Text
78.21
AutoCAD SHX Text
78.21
AutoCAD SHX Text
NEW 24" JUNCTION BOX TOP=76.95' FL=73.59'
AutoCAD SHX Text
NEW 24" GRATE INLET TOP=74.95' FL=73.78'
AutoCAD SHX Text
NEW 24" GRATE INLET TOP=75.33' FL=74.05'
AutoCAD SHX Text
NEW 36" JUNCTION BOX TOP=76.19' FL=72.80'
AutoCAD SHX Text
76.27
AutoCAD SHX Text
77.07
AutoCAD SHX Text
79.33
AutoCAD SHX Text
77.07
AutoCAD SHX Text
(75.79)
AutoCAD SHX Text
(75.57)
AutoCAD SHX Text
(75.88)
AutoCAD SHX Text
78.63
AutoCAD SHX Text
76.73
AutoCAD SHX Text
76.64
AutoCAD SHX Text
78.63
AutoCAD SHX Text
79.12
AutoCAD SHX Text
76.46
AutoCAD SHX Text
76.66
AutoCAD SHX Text
76.29
AutoCAD SHX Text
76.52
AutoCAD SHX Text
(76.25)
AutoCAD SHX Text
(76.42)
AutoCAD SHX Text
IM
AutoCAD SHX Text
NEW BUFFER ZONE
AutoCAD SHX Text
NEW BUFFER ZONE
AutoCAD SHX Text
PROPOSED DUMPSTER SITE
AutoCAD SHX Text
15
AutoCAD SHX Text
12
AutoCAD SHX Text
7
AutoCAD SHX Text
23
AutoCAD SHX Text
41
AutoCAD SHX Text
37
AutoCAD SHX Text
16
AutoCAD SHX Text
16
AutoCAD SHX Text
11
AutoCAD SHX Text
13
AutoCAD SHX Text
13
AutoCAD SHX Text
11
AutoCAD SHX Text
11
AutoCAD SHX Text
11
AutoCAD SHX Text
11
AutoCAD SHX Text
11
AutoCAD SHX Text
12
AutoCAD SHX Text
12
AutoCAD SHX Text
13
AutoCAD SHX Text
13
AutoCAD SHX Text
10
AutoCAD SHX Text
4
AutoCAD SHX Text
134 LF NEW 12" HDPE STORM @0.20%
AutoCAD SHX Text
92 LF NEW 15" HDPE STORM @0.20%
AutoCAD SHX Text
83 LF NEW 18" HDPE STORM @0.20%
AutoCAD SHX Text
217 LF NEW 18" HDPE STORM @0.20%
AutoCAD SHX Text
82 LF NEW 24" HDPE STORM @0.20%
AutoCAD SHX Text
75.92
AutoCAD SHX Text
77.05
AutoCAD SHX Text
77.01
AutoCAD SHX Text
MATCH GRADE AT EXISTING DRIVEWAY
AutoCAD SHX Text
MATCH GRADE AT EXISTING DRIVEWAY
AutoCAD SHX Text
MATCH GRADE AT EXISTING DRIVEWAY
AutoCAD SHX Text
MATCH GRADE AT EXISTING DRIVEWAY
AutoCAD SHX Text
77.86
AutoCAD SHX Text
78.36
AutoCAD SHX Text
77.32
AutoCAD SHX Text
76.96
AutoCAD SHX Text
78.63
AutoCAD SHX Text
78.36
AutoCAD SHX Text
77.90
AutoCAD SHX Text
77.36
AutoCAD SHX Text
76.97
AutoCAD SHX Text
1.5%
AutoCAD SHX Text
1.34%
AutoCAD SHX Text
1.5%
AutoCAD SHX Text
1.5%
AutoCAD SHX Text
1.33%
AutoCAD SHX Text
1.5%
AutoCAD SHX Text
77.96
AutoCAD SHX Text
77.86
AutoCAD SHX Text
77.86
AutoCAD SHX Text
77.00
AutoCAD SHX Text
77.89
AutoCAD SHX Text
77.90
AutoCAD SHX Text
77.90
AutoCAD SHX Text
76.93
AutoCAD SHX Text
0.90%
AutoCAD SHX Text
0.90%
AutoCAD SHX Text
0.90%
AutoCAD SHX Text
0.5%
AutoCAD SHX Text
0.5%
AutoCAD SHX Text
0.5%
AutoCAD SHX Text
0.5%
AutoCAD SHX Text
(76.02)
AutoCAD SHX Text
76.04
AutoCAD SHX Text
76.38TC
AutoCAD SHX Text
77.89
AutoCAD SHX Text
77.79
AutoCAD SHX Text
77.79
AutoCAD SHX Text
77.80
AutoCAD SHX Text
76.68
AutoCAD SHX Text
76.58
AutoCAD SHX Text
76.58
AutoCAD SHX Text
76.59
AutoCAD SHX Text
1.13%
AutoCAD SHX Text
1.13%
AutoCAD SHX Text
1.13%
AutoCAD SHX Text
0.5%
AutoCAD SHX Text
0.5%
AutoCAD SHX Text
(75.75)
AutoCAD SHX Text
75.77
AutoCAD SHX Text
76.11TC
AutoCAD SHX Text
0.84%
AutoCAD SHX Text
0.84%
AutoCAD SHX Text
78.65
AutoCAD SHX Text
78.40
AutoCAD SHX Text
78.40
AutoCAD SHX Text
78.16
AutoCAD SHX Text
76.85
AutoCAD SHX Text
76.60
AutoCAD SHX Text
76.60
AutoCAD SHX Text
76.35
AutoCAD SHX Text
1.21%
AutoCAD SHX Text
1.21%
AutoCAD SHX Text
1.21%
AutoCAD SHX Text
1.21%
AutoCAD SHX Text
1.21%
AutoCAD SHX Text
1.21%
AutoCAD SHX Text
1.21%
AutoCAD SHX Text
1.21%
AutoCAD SHX Text
1.16%
AutoCAD SHX Text
(75.68)
AutoCAD SHX Text
75.64
AutoCAD SHX Text
75.98TC
AutoCAD SHX Text
78.58
AutoCAD SHX Text
78.34
AutoCAD SHX Text
78.34
AutoCAD SHX Text
78.10
AutoCAD SHX Text
76.75
AutoCAD SHX Text
76.27
AutoCAD SHX Text
76.51
AutoCAD SHX Text
76.51
AutoCAD SHX Text
1.16%
AutoCAD SHX Text
1.16%
AutoCAD SHX Text
1.21%
AutoCAD SHX Text
1.21%
AutoCAD SHX Text
1.16%
AutoCAD SHX Text
1.16%
AutoCAD SHX Text
1.16%
AutoCAD SHX Text
1.16%
AutoCAD SHX Text
1.16%
AutoCAD SHX Text
1.16%
AutoCAD SHX Text
1.16%
AutoCAD SHX Text
1.16%
AutoCAD SHX Text
1.21%
AutoCAD SHX Text
2.0%
AutoCAD SHX Text
2.0%
AutoCAD SHX Text
2.0%
AutoCAD SHX Text
(76.02)
AutoCAD SHX Text
76.32TC
AutoCAD SHX Text
75.98
AutoCAD SHX Text
77.41
AutoCAD SHX Text
77.42
AutoCAD SHX Text
76.28
AutoCAD SHX Text
75.68
AutoCAD SHX Text
76.02TC
AutoCAD SHX Text
76.36
AutoCAD SHX Text
76.46
AutoCAD SHX Text
1.10%
AutoCAD SHX Text
76.46
AutoCAD SHX Text
76.56
AutoCAD SHX Text
77.83GB
AutoCAD SHX Text
1.12%
AutoCAD SHX Text
1.0%
AutoCAD SHX Text
1.0%
AutoCAD SHX Text
1.0%
AutoCAD SHX Text
0.5%
AutoCAD SHX Text
1.0%
AutoCAD SHX Text
1.0%
AutoCAD SHX Text
0.5%
AutoCAD SHX Text
75.72
AutoCAD SHX Text
1' CURB BLOCK OUT TO ALLOW FOR DRAINAGE
AutoCAD SHX Text
1' CURB BLOCK OUT TO ALLOW FOR DRAINAGE
AutoCAD SHX Text
77.00TC
AutoCAD SHX Text
1.0%
AutoCAD SHX Text
76.39TC
AutoCAD SHX Text
76.05
AutoCAD SHX Text
77.12
AutoCAD SHX Text
76.62
AutoCAD SHX Text
76.36
AutoCAD SHX Text
1.25%
AutoCAD SHX Text
1.25%
AutoCAD SHX Text
1.25%
AutoCAD SHX Text
1.25%
AutoCAD SHX Text
76.87
AutoCAD SHX Text
76.65
AutoCAD SHX Text
76.75
AutoCAD SHX Text
77.04
AutoCAD SHX Text
0.5%
AutoCAD SHX Text
0.61%
AutoCAD SHX Text
0.5%
AutoCAD SHX Text
0.79%
AutoCAD SHX Text
76.03
AutoCAD SHX Text
76.45
AutoCAD SHX Text
76.23
AutoCAD SHX Text
1.5%
AutoCAD SHX Text
1.5%
AutoCAD SHX Text
0.61%
AutoCAD SHX Text
76.86
AutoCAD SHX Text
76.72
AutoCAD SHX Text
2.82%
AutoCAD SHX Text
76.30
AutoCAD SHX Text
75.79
AutoCAD SHX Text
76.29
AutoCAD SHX Text
76.19
AutoCAD SHX Text
77.20
AutoCAD SHX Text
77.00TC
AutoCAD SHX Text
102 LF NEW 18" HDPE STORM @0.20% (2)
AutoCAD SHX Text
NEW 36" GRATE INLET TOP=75.28' FL=72.98'
AutoCAD SHX Text
75.34
AutoCAD SHX Text
75.34
AutoCAD SHX Text
1' CURB BLOCK OUT TO ALLOW FOR DRAINAGE
AutoCAD SHX Text
1' CURB BLOCK OUT TO ALLOW FOR DRAINAGE
AutoCAD SHX Text
1' CURB BLOCK OUT TO ALLOW FOR DRAINAGE
AutoCAD SHX Text
1' CURB BLOCK OUT TO ALLOW FOR DRAINAGE
AutoCAD SHX Text
NEW CONCRETE SIDEWALK/PADIO
AutoCAD SHX Text
NEW CONCRETE SIDEWALK/PADIO
AutoCAD SHX Text
NEW CONCRETE SIDEWALK
AutoCAD SHX Text
NOTE: : 1.CONTRACTOR TO VERIFY ALL CONTRACTOR TO VERIFY ALL ELEVATIONS PRIOR TO ORDERING MATERIALS 2.GRADES SHOWN ARE TO TOP OF GRADES SHOWN ARE TO TOP OF FINISHED PAVEMENT UNLESS OTHERWISE STATED, (XX.XX) INDICATES EXISTING GRADES 3.GRADES SHOWN IN LANDSCAPE AREAS GRADES SHOWN IN LANDSCAPE AREAS ARE TO TOP OF MATURE LANDSCAPE 4.SEE LANDSCAPE PLAN FOR SLEEVE, SEE LANDSCAPE PLAN FOR SLEEVE, CONDUIT AND CONTROLLER LOCATIONS
AutoCAD SHX Text
NEW 24" CURB INLET TOP=75.52' FL=73.41'
AutoCAD SHX Text
NEW AREA LIGHT (TYP)
AutoCAD SHX Text
NEW PIPE FENCE
AutoCAD SHX Text
NEW PIPE FENCE
AutoCAD SHX Text
NEW PIPE FENCE
AutoCAD SHX Text
78.58
AutoCAD SHX Text
78.58
AutoCAD SHX Text
78.36
AutoCAD SHX Text
INTERCEPTOR #1
AutoCAD SHX Text
ADA PARKING SEE INSET "A" SHEET C-7
AutoCAD SHX Text
76.05
AutoCAD SHX Text
1.12%
AutoCAD SHX Text
77.62
AutoCAD SHX Text
1.0%
AutoCAD SHX Text
1.0%
AutoCAD SHX Text
(76.18)
AutoCAD SHX Text
2.54%
AutoCAD SHX Text
C-8
AutoCAD SHX Text
1-D
AutoCAD SHX Text
C-8
AutoCAD SHX Text
1-D
AutoCAD SHX Text
C-8
AutoCAD SHX Text
1-D
AutoCAD SHX Text
C-8
AutoCAD SHX Text
2
AutoCAD SHX Text
C-8
AutoCAD SHX Text
2
AutoCAD SHX Text
C-8
AutoCAD SHX Text
2
AutoCAD SHX Text
C-8
AutoCAD SHX Text
2
AutoCAD SHX Text
C-8
AutoCAD SHX Text
2
AutoCAD SHX Text
C-8
AutoCAD SHX Text
2
AutoCAD SHX Text
C-8
AutoCAD SHX Text
2
AutoCAD SHX Text
C-8
AutoCAD SHX Text
2
AutoCAD SHX Text
C-8
AutoCAD SHX Text
2
AutoCAD SHX Text
C-8
AutoCAD SHX Text
2
AutoCAD SHX Text
C-8
AutoCAD SHX Text
2
AutoCAD SHX Text
C-8
AutoCAD SHX Text
2
AutoCAD SHX Text
C-8
AutoCAD SHX Text
2
AutoCAD SHX Text
C-8
AutoCAD SHX Text
2
AutoCAD SHX Text
C-8
AutoCAD SHX Text
2
AutoCAD SHX Text
C-8
AutoCAD SHX Text
2
AutoCAD SHX Text
C-8
AutoCAD SHX Text
2
AutoCAD SHX Text
C-8
AutoCAD SHX Text
2
AutoCAD SHX Text
C-8
AutoCAD SHX Text
3
AutoCAD SHX Text
C-8
AutoCAD SHX Text
3
AutoCAD SHX Text
C-8
AutoCAD SHX Text
3
AutoCAD SHX Text
C-8
AutoCAD SHX Text
3
AutoCAD SHX Text
C-7
AutoCAD SHX Text
2
AutoCAD SHX Text
C-7
AutoCAD SHX Text
2
AutoCAD SHX Text
C-7
AutoCAD SHX Text
8
AutoCAD SHX Text
C-7
AutoCAD SHX Text
8
AutoCAD SHX Text
C-7
AutoCAD SHX Text
8
AutoCAD SHX Text
C-7
AutoCAD SHX Text
8
AutoCAD SHX Text
C-7
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8
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77.07
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EXISTING 6' WOOD FENCE
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NEW 6' WOOD FENCE
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77.12
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77.16
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3.41%
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76.67
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BASS & WELSH ENGINEERING
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CONSULTING ENGINEERS AND SURVEYORS
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3054 SOUTH ALAMEDA STREET 78404
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PLOTDATE:
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FIELD BK. NO:
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DRAWING NO: PLOTSCALE: XREF:
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P.O. BOX 6397 78466-6397
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TELEPHONE: (361) 882-5521
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FACSIMILE: (361) 882-1265
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C O R P U S C H R I S T I, T E X A S
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SHEET NO.
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OF SHEETS
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ENGINEERING FIRM REGISTRATION NO. F-52
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SURVEYING FIRM REGISTRATION NO. 1000027-00
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CORPUS CHRISTI, TEXAS
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NORTH CORPUS CHRISTI HONDA
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PAVING, GRADING & DRAINAGE
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9
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16024-0-BASE
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1:1
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2
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PGD
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MB Jr
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LEGEND RCPREINFORCED CONCRETE PIPE REINFORCED CONCRETE PIPE HDPEHIGH-DENSITY POLYETHYLENE PIPE HIGH-DENSITY POLYETHYLENE PIPE CLCENTER LINE CENTER LINE FLFLOW LINE FLOW LINE FFFINISHED FLOOR FINISHED FLOOR TCTOP OF CURB TOP OF CURB GBGRADE BREAK GRADE BREAK UEUTILITY EASEMENT UTILITY EASEMENT YRYARD REQUIREMENT YARD REQUIREMENT OHE OVERHEAD ELECTRIC OVERHEAD ELECTRIC LPLIGHT POLE LIGHT POLE PPPOWER POLE POWER POLE COCLEANOUT CLEANOUT FHFIRE HYDRANT FIRE HYDRANT WMWATER METER WATER METER DOCDOCUMENT DOCUMENT D.R.N.C.T.DEED RECORDS NUECES COUNTY TEXAS DEED RECORDS NUECES COUNTY TEXAS O.P.R.N.C.T.OFFICIAL PUBLIC RECORDS NUECES COUNTY TEXAS OFFICIAL PUBLIC RECORDS NUECES COUNTY TEXAS M.R.N.C.T.MAP RECORDS NUECES COUNTY TEXAS MAP RECORDS NUECES COUNTY TEXAS
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EXISTING 15" RCP STORM
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EXISTING 18" RCP STORM (2)
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EXISTING 8" SEWER
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EXISTING CURB INLET
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EXISTING FIRE HYDRANT
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CITY OF CORPUS CHRISTI 15' UTILITY EASEMENT DOC #199003661
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EXISTING CURB INLET
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EXISTING 12" WATER
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EXISTING 42" WATER
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40' WATERLINE EASEMENT SOUTH TEXAS WATER AUTHORITY DOC #307955 D.R.N.C.T.
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15' UTILITY EASEMENT
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COUNTY ROAD 52
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IH 69 ACCESS ROAD
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EXISTING FIRE HYDRANT TO REMAIN
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EXISTING 6" SEWER SERVICE @0.58%
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20' YR
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10' ELECTRIC EASEMENT FILE #2007008681 O.P.R.N.C.T.
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WM
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PROPOSED STORM DRAIN PIPE
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PROPOSED GRATE INLET
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EXISTING SSMH RIM=76.13' FL=68.71'
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EXISTING CURB INLET TOP=75.35' FL=72.64'±
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EXISTING 4'X2' BOX CULVERT
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EXISTING ELECTRICAL TRANSFORMER
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NEW 6" C900 PVC WATER FIRE LINE (PRIVATE)
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NEW 6" FLDCV WITH FDC (SEE DETAIL SHEET 8)
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NEW 6" 90° BEND
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NEW 12"X6" TAPPING SLEEVE AND TAPPING GATE VALVE
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NEW FIRE HYDRANT BY OTHERS (PUBLIC)
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NEW 4" WATER SERVICE
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NEW 2" WATER METER
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NEW 4" WATER SERVICE
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27 LF NEW 6" SEWER SERVICE @0.58%
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500' HOSE LAY
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500' HOSE LAY
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NEW AREA LIGHT (TYP)
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PROPOSED JUNCTION BOX
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NOTE: : 1CONTRACTOR TO VERIFY ALL CONTRACTOR TO VERIFY ALL ELEVATIONS PRIOR TO ORDERING MATERIALS 2WATER METER BOX SHALL BE WATER METER BOX SHALL BE DESIGNED FOR ROADWAY INSTALLATION 3SEE LANDSCAPING PLAN FOR PIPING SEE LANDSCAPING PLAN FOR PIPING & CONTROLS
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NEW BUILDING FF=79.45'
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69.72 FL
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69.84 FL
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69.28 FL
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68.84 FL
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69.97 FL
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69.82 FL
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NEW 36" GRATE INLET TOP=75.28' FL=72.98'
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INTERCEPTOR #1 SEE PLUMBING PLAN P101
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500' HOSE LAY
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NEW 1-1/2" IRRIGATION METER SEE LANDSCAPE PLAN FOR CONTINUATION
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BASS & WELSH ENGINEERING
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CONSULTING ENGINEERS AND SURVEYORS
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3054 SOUTH ALAMEDA STREET 78404
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PLOTDATE:
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FIELD BK. NO:
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P.O. BOX 6397 78466-6397
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TELEPHONE: (361) 882-5521
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FACSIMILE: (361) 882-1265
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SHEET NO.
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ENGINEERING FIRM REGISTRATION NO. F-52
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SURVEYING FIRM REGISTRATION NO. 1000027-00
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CORPUS CHRISTI, TEXAS
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NORTH CORPUS CHRISTI HONDA
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SITE UTILITY PLAN
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SHOWROOM
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INFO CENTER
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JANITOR
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BUSINESS OFFICE
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BUS MGR
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FILES
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ASSIST SERV MGR
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WARR/SCAN
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SERV BDC
138
PARTS BOUTIQUE
120
LUNCH
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BDC
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PHONE/IT
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TECH PARTS
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KIDS
106
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DEALER OFFICE
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F & I
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ELECTRICAL
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150
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EQUP
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RESTRM
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DELIVERY
155
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130
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149
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107
SALES MGRS
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F&I STOR
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F & I
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UC MGR
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EXISTING 24" RCP STORM
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EXISTING 15" RCP STORM
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EXISTING 18" RCP STORM (2)
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EXISTING 8" SEWER
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EXISTING SSMH
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INSTALL SEDIMENT LOG AT INLET AND MAINTAIN THROUGHOUT CONSTRUCTION
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EXISTING FIRE HYDRANT
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CITY OF CORPUS CHRISTI 15' UTILITY EASEMENT DOC #199003661
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EXISTING 12" WATER
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EXISTING 42" WATER
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40' WATERLINE EASEMENT SOUTH TEXAS WATER AUTHORITY DOC #307955 D.R.N.C.T.
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COUNTY ROAD 52
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IH 69 ACCESS ROAD
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EXISTING FIRE HYDRANT
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EXISTING 6" SEWER SERVICE
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20' YR
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10' ELECTRIC EASEMENT FILE #2007008681 O.P.R.N.C.T.
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INSTALL SEDIMENT LOG AT INLET AND MAINTAIN THROUGHOUT CONSTRUCTION
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INSTALL SEDIMENT LOG AT INLET AND MAINTAIN THROUGHOUT CONSTRUCTION
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INSTALL SEDIMENT LOG AT INLET AND MAINTAIN THROUGHOUT CONSTRUCTION
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INSTALL STABILIZED CONSTRUCTION ENTRANCE AND MAINTAIN THROUGHOUT CONSTRUCTION
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WM
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INSTALL SEDIMENT LOG AT INLET AND MAINTAIN THROUGHOUT CONSTRUCTION
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INSTALL SEDIMENT LOG AT INLET AND MAINTAIN THROUGHOUT CONSTRUCTION
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INSTALL SEDIMENT LOG AT INLET AND MAINTAIN THROUGHOUT CONSTRUCTION
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INSTALL SEDIMENT LOG AT INLET AND MAINTAIN THROUGHOUT CONSTRUCTION
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INSTALL SILT FENCE 1'±INSIDE PROPERTY AND MAINTAIN THROUGHOUT CONSTRUCTION
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INSTALL SILT FENCE 1'±INSIDE PROPERTY AND MAINTAIN THROUGHOUT CONSTRUCTION
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INSTALL SILT FENCE 1'±INSIDE PROPERTY AND MAINTAIN THROUGHOUT CONSTRUCTION
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INSTALL SILT FENCE 1'±INSIDE PROPERTY AND MAINTAIN THROUGHOUT CONSTRUCTION
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C-7
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BASS & WELSH ENGINEERING
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CONSULTING ENGINEERS AND SURVEYORS
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3054 SOUTH ALAMEDA STREET 78404
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PLOTDATE:
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FIELD BK. NO:
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DRAWING NO: PLOTSCALE: XREF:
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P.O. BOX 6397 78466-6397
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TELEPHONE: (361) 882-5521
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C O R P U S C H R I S T I, T E X A S
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SHEET NO.
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ENGINEERING FIRM REGISTRATION NO. F-52
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SURVEYING FIRM REGISTRATION NO. 1000027-00
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CORPUS CHRISTI, TEXAS
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NORTH CORPUS CHRISTI HONDA
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EROSION CONTROL PLAN
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9
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16024-0-BASE
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C-4
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AM
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SERVICE ADVISORS
103
SHOWROOM
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MEN
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INFO CENTER
121
JANITOR
122
BUSINESS OFFICE
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BUS MGR
122
FILES
133
SERV MGR
136
ASSIST SERV MGR
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WARR/SCAN
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SERV BDC
138
PARTS BOUTIQUE
120
LUNCH
115
BDC
118
PHONE/IT
139
TECH PARTS
129
KIDS
106
GEN MGR
104
DEALER OFFICE
111
F & I
141
PARTS MGR
119
ELECTRICAL
142
PARTS (1862 S.F.)
145
EXPRESS SERVICE
144
SERVICE
146
LUNCH
150
MEN
148
WOM
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151
EQUP
154
OIL/COMP
100
VESTIBULE
101
GREETER
105
RESTRM
108
DELIVERY
155
CAR WASH
130
VENDING
149
JANITOR
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PRE-WASH
127
QUIET LOUNGE
107
SALES MGRS
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F&I STOR
112
F & I
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F & I
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F & I
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TRAINING
113
UC MGR
126
REFRESHMENTS
143
NIGHT DROP
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AUTO BUTLER
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HALLWAY
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RETAIL PARTS
147
HALLWAY
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DETAILING
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EXISTING 24" RCP STORM
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EXISTING 15" RCP STORM
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EXISTING 18" RCP STORM (2)
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EXISTING 8" SEWER
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EXISTING SSMH
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EXISTING CURB INLET
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EXISTING CURB INLET
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EXISTING FIRE HYDRANT
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CITY OF CORPUS CHRISTI 15' UTILITY EASEMENT DOC #199003661
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EXISTING CURB INLET
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EXISTING 12" WATER
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EXISTING 42" WATER
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40' WATERLINE EASEMENT SOUTH TEXAS WATER AUTHORITY DOC #307955 D.R.N.C.T.
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15' UTILITY EASEMENT
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COUNTY ROAD 52
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IH 69 ACCESS ROAD
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EXISTING FIRE HYDRANT
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EXISTING 6" SEWER SERVICE
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EXISTING 6" SEWER SERVICE
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20' YR
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10' ELECTRIC EASEMENT FILE #2007008681 O.P.R.N.C.T.
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EXISTING 1" WATER SERVICE
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54 NEW AREA LIGHTS
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WM
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IM
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24' FIRE LANE
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24' FIRE LANE
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24' FIRE LANE
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C-7
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3
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C-7
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4
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C-8
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C-7
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BENCH MARK 60d NAIL IN POWER POLE ELEVATION=78.15'
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15
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12
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7
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9
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1
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LOADING AREA
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N
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( IN FEET )
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DATE:
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JOB NO.:
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DESIGN BY:
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DRAWN BY:
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SURVEYED BY:
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COMP. FILE:
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BASS & WELSH ENGINEERING
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CONSULTING ENGINEERS AND SURVEYORS
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3054 SOUTH ALAMEDA STREET 78404
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PLOTDATE:
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FIELD BK. NO:
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DRAWING NO: PLOTSCALE: XREF:
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P.O. BOX 6397 78466-6397
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TELEPHONE: (361) 882-5521
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FACSIMILE: (361) 882-1265
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C O R P U S C H R I S T I, T E X A S
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SHEET NO.
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OF SHEETS
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ENGINEERING FIRM REGISTRATION NO. F-52
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SURVEYING FIRM REGISTRATION NO. 1000027-00
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CORPUS CHRISTI, TEXAS
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NORTH CORPUS CHRISTI HONDA
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SITE LAYOUT & CONTROL
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9
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16024-0-BASE
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1:1
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5
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C-5
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LAYOUT
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AM
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JC/MB Jr
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MB Jr
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16024
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1"=20'
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9-19-16
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PARKING REQUIRED 70 SPOTS + 3 HANDI-CAP SPOTS NEEDED PER CORPUS CHRISTI UNIFIED DEVELOPMENT CODE TABLE 7.2.2.B PROVIDED 309 PARKING SPOTS INCLUDING 4 HANDI-CAP SPOTS PROPOSED THERE IS NO OFF-SITE PARKING
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11-18-16
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124
WOM
EN
128
TV LOUNGE
132
SERVICE RECEPTION
131
SERVICE ADVISORS
103
SHOWROOM
125
MEN
102
INFO CENTER
121
JANITOR
122
BUSINESS OFFICE
123
BUS MGR
122
FILES
133
SERV MGR
136
ASSIST SERV MGR
135
WARR/SCAN
134
SERV BDC
138
PARTS BOUTIQUE
120
LUNCH
115
BDC
118
PHONE/IT
139
TECH PARTS
129
KIDS
106
GEN MGR
104
DEALER OFFICE
111
F & I
141
PARTS MGR
119
ELECTRICAL
142
PARTS (1862 S.F.)
145
EXPRESS SERVICE
144
SERVICE
146
LUNCH
150
MEN
148
WOM
EN
151
EQUP
154
OIL/COMP
100
VESTIBULE
101
GREETER
105
RESTRM
108
DELIVERY
155
CAR WASH
130
VENDING
149
JANITOR
156
PRE-WASH
127
QUIET LOUNGE
107
SALES MGRS
116
F&I STOR
112
F & I
110
F & I
109
F & I
117
TRAINING
113
UC MGR
126
REFRESHMENTS
143
NIGHT DROP
152
AUTO BUTLER
114
HALLWAY
137
HALLWAY
140
RETAIL PARTS
147
HALLWAY
153
DETAILING
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PP
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PP
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PP
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PP
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PP
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PP
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EXISTING 24" RCP STORM
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15' UTILITY EASEMENT
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COUNTY ROAD 52
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IH 69 ACCESS ROAD
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TYPE A
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TYPE A
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TYPE A
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TYPE A
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C-8
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1-A
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C-8
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1-A
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C-8
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1-A
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TYPE A
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TYPE A
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TYPE A
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N
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1 inch = ft.
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( IN FEET )
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GRAPHIC SCALE
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0
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20
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10
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40
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20
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C-8
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C-8
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1-C
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C-8
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1-B
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C-8
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1-B
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C-8
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1-B
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C-8
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1-B
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HEAVY DUTY CONCRETE PAVEMENT
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HEAVY DUTY CONCRETE PAVEMENT
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HEAVY DUTY CONCRETE PAVEMENT
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DATE:
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SCALE:
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JOB NO.:
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DESIGN BY:
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DRAWN BY:
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SURVEYED BY:
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COMP. FILE:
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BASS & WELSH ENGINEERING
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CONSULTING ENGINEERS AND SURVEYORS
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3054 SOUTH ALAMEDA STREET 78404
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PLOTDATE:
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FIELD BK. NO:
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DRAWING NO: PLOTSCALE: XREF:
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P.O. BOX 6397 78466-6397
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TELEPHONE: (361) 882-5521
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FACSIMILE: (361) 882-1265
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C O R P U S C H R I S T I, T E X A S
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SHEET NO.
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OF SHEETS
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ENGINEERING FIRM REGISTRATION NO. F-52
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SURVEYING FIRM REGISTRATION NO. 1000027-00
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CORPUS CHRISTI, TEXAS
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NORTH CORPUS CHRISTI HONDA
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CONCRETE JOINTING PLAN
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9
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16024-0-BASE
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1:1
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6-JOINTING
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C-6
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JOINTING
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AM
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JC/MB Jr/WF
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MB Jr
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16024
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1"=20'
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NOTES 1.CONTRACTOR MAY SUBMIT AN ALTERNATIVE JOINTING PLAN. CONTRACTOR MAY SUBMIT AN ALTERNATIVE JOINTING PLAN. 2.TYPE "A" JOINTS AROUND ALL INLETS. TYPE "A" JOINTS AROUND ALL INLETS.
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100
VESTIBULE
GREETER
127
QUIET LOUNGE
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FLOW
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SECTION A-A
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FLOW
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3'(0.9m) MIN. WIDTH
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FILTER FABRIC
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90%%D
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(5 cm)
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(2.4m) SPACING
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WOODD POSTS (MAX. 8')
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4' (1.2m) STEEL OR
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MATERIAL.
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REINFORCEMENT
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ALLOWED AS A
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SHALL NOT BE
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NOTE: POULTRY NETTING
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BACKFILL
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MIN. FABRIC IN TRENCH
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(O.4m) MIN
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1'-4"MIN
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(15 cm)
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6"(15cm)
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(5 cm)
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MIN. FABRIC IN TRENCH
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6"(15cm) TO 8"(20cm)
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2"
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90%%D
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A
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WITH REINFORCEMENT
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FILTER FABRIC
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TOE-IN METHOD
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RECOMMENDED
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(5 cm)
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90%%D
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A
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2"
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6 1/8" BEND (C.I.)
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6" C.I. PIPE
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6"x6" WYE (C.I.)
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SLAB 6" THICK
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15" SQUARE CONC.
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COUNTERSUNK PLUG
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FINISH GRADE
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2"
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6 1/8" BEND (C.I.)
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6" C.I. PIPE
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CONNECTION
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SEWER JOINS HOUSE
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OMIT PLUG WHERE
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6" PLUG
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6"x6" WYE (C.I.)
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SLAB 6" THICK
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15" SQUARE CONC.
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COUNTERSUNK PLUG
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FINISH GRADE
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2"
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CENTER-TO-CENTER OF STRIPES
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(=)
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2'-6"
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18'-0"
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9'-0"
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6'-0"
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4" STRIPE
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4" STRIPE
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(=)
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CONCRETE WHEELSTOP (IF SHOWN ON PLAN)
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ADA SYMBOL WHERE SHOWN ON PLAN
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OWNER TO DETERMINE COLOR OF STRIPING
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RADIUS=
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5' MIN.
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GRADE TO PREVENT RUNOFF
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FROM LEAVING SITE
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FILTER FABRIC
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PAVED SURFACE
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EXISTING GRADE
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TRANSITION TO
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PAVED SURFACE
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DRAINAGE MUST FLOW
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AWAY FROM ENTRANCE
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GRADE TO DRAIN AWAY
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FROM STABILIZATION AND
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STREET PAVED SURFACE
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PLAN
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PROFILE
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THE STABILIZED CONSTRUCTION ENTRANCE/EXIT IS TO BE USED AS A VEHICLE WASH DOWN AREA FOR DEBRIS AND SOIL REMOVAL BEFORE EXITING THE SITE ONTO THE EXISTING ROADWAY. LOCATION FOR ONSTALLATION SHOULD BE IDENTIFIED ON THE PROJECTS EROSION CONTROL PLAN. AN ALTERNATE LOCATION MUST BE APPROVED BY OWNER OR ENGINEER PRIOR TO INSTALLATION. STABILIZED CONSTRUCTION ENTRANCE/EXIT SHALL BE TOP DRESSED WITH ADDITIONAL STONE AS NECESSARY
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RESERVED
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PARKING
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VAN
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ACCESSIBLE
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THIS SIGN TYPICAL AT
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ALL HANDICAP PARKING
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SPACES
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PENALTY SIGN WITH
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WORDING AS REQUIRED
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BY STATE OR LOCAL LAW
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GALVANIZED %%c1-1/2" POST,
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PAINTED, (3 LBS./FT.)
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3000 PSI
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PC CONCRETE
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VAN ACCESSIBLE WHERE SHOWN ON PLAN
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(IF SEPARATE VAN ACCESSIBLE SIGN IS UTILIZED, 60" SHALL BE TO BOTTOM OF THAT SIGN).
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60"
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RATIO OF TESTING
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DENSITIES
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TREATED SUBGRADE
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1 PER 200 LIN. FT. OF EACH LANE/LIFT
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UTILITY TRENCH
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BACKFILL DENSITY CONTROL
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1 PER 100 LIN. FT. OF EACH LANE/LIFT
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PROCTORS
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RAW SUBGRADE
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TREATED SUBGRADE
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1 PER 3,000 CU. YD.
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1 PER EACH TYPE OF MATERIAL
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CONCRETE
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PAVEMENT
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SIDEWALK
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1 SET PER 50 CY OF CONCRETE
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1 SET PER 4,000 SQ. FT.
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NOTE: OWNER WILL CONTRACT FOR TESTING AND ADVISE CONTRACTOR OF WHICH OWNER WILL CONTRACT FOR TESTING AND ADVISE CONTRACTOR OF WHICH LABORATORY WILL CONDUCT TESTS. CONTRACTOR SHALL CONTACT LABORATORY WITH SUFFICIENT NOTICE WHEN TESTING IS REQUIRED. CONTRACTOR WILL INSURE THAT TESTING IS PERFORMED IN ACCORDANCE WITH THE ABOVE SCHEDULE. CONTRACTOR WILL BE RESPONSIBLE FOR RETESTS OR ADDITIONAL TESTING THAT MIGHT BE REQUIRED AS A RESULT OF A FAILURE.
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TOP OF CONCRETE 3000 PSI
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#3 @ 10-1/2" O.C. BOTH WAYS
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#3 HAIRPIN (R=1") 15" O.C.
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R1/2" TYP.
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79.45FF
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79.45FF
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79.35
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79.35
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78.85
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78.85
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78.63
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78.63
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78.63
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78.36
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1.34%
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78.58
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78.58
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78.36
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1.5%
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1.5%
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1.5%
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1.5%
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1.5%
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1.5%
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7.69%
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7.69%
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INSTALL NEW HANDI-CAP SIGN
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INSTALL NEW WHEEL STOP
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BASINS
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WATER
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SURFACE
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SEWER
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TO STORM
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FROM UPLINE
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OUTLET PIPING
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CATCH BASIN
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INLET PIPING
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PAVEMENT
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FOR MAXIMUM PIPE O.D.
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ALL 4 SIDES, SEE KO DIMENSION
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W2
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W2
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PRECAST CONCRETE
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JUNCTION BOX MODEL JB - 12" THRU 36"
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SPECIFICATIONS
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to ASTM A615 on required centers or equal.
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with sectional riser to required depth.
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construction at floor and first stage of wall
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of grey cast iron conforming to ASTM A48-76
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Cast iron frames and grates are manufactured
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Grade 60 reinforced. Steel rebar conforming
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REINFORCEMENT:
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C.I. CASTINGS:
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Class II concrete with of design strength of
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CONCRETE :
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Class 35.
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4500 PSI at 28 days. Unit is of monolithic
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T2
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H2
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W1
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W1
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PARTIAL SECTION
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T1
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BASIN SECTION
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6" or 12"
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OPTIONAL EXTENSION
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THIN WALL KNOCKOUT ON
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CAST-IN STEEL FRAME
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2010
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CBJB36
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CATCH BASIN MODEL CB - 12" THRU 36"
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A
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NONE
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DWG. NO.
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DATE
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REV.
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SCALE
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Park 2010
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c
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%%UCATCH BASIN
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TRAFFIC DUTY
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CAST IRON GRATE
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888-611-PARK
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WWW.PARK-USA.COM
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MFG: PARK ENVIRONMENTAL
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[TRAFFIC-DUTY OPTIONAL]
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%%UJUNCTION BOX
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PEDESTRIAN DUTY STD.
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SKID-RESISTANT STEEL
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ENVIRONMENTAL EQUIPMENT
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''Expect the Best''
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888-611-PARK
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www.park-USA.com
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DIMENSIONS
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17"
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24"
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22"
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32"
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30"
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15"
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CB-36
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4"
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5"
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6"
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6"
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6"
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4"
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CB-30
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CB-27
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CB-20
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CB-24
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CB-18
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MODEL #
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KO
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27"x27"x2"
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32"x32"x2"
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38"x38"x2"
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20"x20"x1i"
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24"x24"x2"
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18"x18"x1i"
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2,300
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2,650
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3,350
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850
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1,950
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750
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SIZE
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WEIGHT
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LBS
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H1
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H2
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T1
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GRATE
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34"
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30"
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42"
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42"
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41"
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42"
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36"
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36"
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36"
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36"
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34"
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30"
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42"
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48"
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32"
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37"
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26"
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24"
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W1
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30"
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22"
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18"
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25"
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36"
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16"
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W2
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12"x12"x1"
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CB-12
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15"
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10"
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21"
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18"
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10"
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3"
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150
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1. CB12 CATCHBASIN IS RATED FOR PEDESTRIAN LOADING. ALL OTHERS ARE TRAFFIC DUTY.
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1
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BASIN
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BOX
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JB-18
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JB-36
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JB-30
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JB-27
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JB-20
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JB-24
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JB-12
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2
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JUNCTION
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CATCH
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2. ALL JUNCTION BOXES ARE STANDARD PEDESTRIAN DUTY OR OPTIONAL TRAFFIC DUTY.
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14"x14"x1i"
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CB-14
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20"
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14"
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28"
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24"
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12"
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4"
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500
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JB-14
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MEMBER
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R
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N
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E
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A
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A
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S
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M
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F
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E
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S
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S
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S
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S
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R
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T
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I
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A
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A
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A
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A
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A
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Y
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S
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S
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S
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S
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N
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E
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E
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E
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E
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E
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I
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G
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N
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I
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E
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R
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G
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N
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C
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C
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I
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N
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A
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O
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S
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Y
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E
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I
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T
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O
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C-913
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MODEL CB
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(CATCH BASIN)
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(JUNCTION BOX)
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888-611-PARK
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WWW.PARK-USA.COM
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MFG: PARK ENVIRONMENTAL
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MODEL JB
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4"
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5"
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6"
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6"
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6"
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4"
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T2
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2i"
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3"
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2-#4 REBARS
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DRILL 3/4"x3" DEEP IN CONCRETE PAVEMENT SET 1/2"x7" LONG DOWEL IN EPOXY
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ATTACH WHEEL STOP TO CONCRETE PAVEMENT WITH EPOXY CEMENT
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FOR ASPHALT PAVEMENT, DRIVE 5/8" IRON ROD 7" MIN. INTO PAVEMENT, LEAVE FLUSH WITH TOP OF WHEEL STOP.
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8" MIN.
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4" MIN.
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DATE:
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SCALE:
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JOB NO.:
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DESIGN BY:
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DRAWN BY:
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SURVEYED BY:
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COMP. FILE:
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BASS & WELSH ENGINEERING
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CONSULTING ENGINEERS AND SURVEYORS
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3054 SOUTH ALAMEDA STREET 78404
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PLOTDATE:
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FIELD BK. NO:
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DRAWING NO: PLOTSCALE: XREF:
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P.O. BOX 6397 78466-6397
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TELEPHONE: (361) 882-5521
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FACSIMILE: (361) 882-1265
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C O R P U S C H R I S T I, T E X A S
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SHEET NO.
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OF SHEETS
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ENGINEERING FIRM REGISTRATION NO. F-52
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SURVEYING FIRM REGISTRATION NO. 1000027-00
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CORPUS CHRISTI, TEXAS
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NORTH CORPUS CHRISTI HONDA
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DETAILS
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9
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16024-0-BASE
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1:1
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7
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C-7
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DETAILS
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AM
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JC/MB Jr
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MB Jr
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16024
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1"=20'
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9-19-16
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SCALE: 3/4"=1'
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SCALE: 3/4"=1'
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SCALE: 3/4"=1'-0"
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STABILIZED CONSTRUCTION ENTRANCE
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STRIPING DETAIL
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SANITARY CLEANOUT
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SILT FENCE
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SEDIMENT TRAP SCALE:3/4"=1'
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SCALE: 3/4"=1'-0"
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ADA PARKING SIGN
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T
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E
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O
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F
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A
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T
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E
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S
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N
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G
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I
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N
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E
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D
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E
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E
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R
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S
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L
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I
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S
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T
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E
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N
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A
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R
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E
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O
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F
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E
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S
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S
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I
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G
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O
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E
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R
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26677
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MURRAY BASS, JR.
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P
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R
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T
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X
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A
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36" CONCRETE FLUME
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SCALE: 1"=1'
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SCALE: 1"=10'
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INSET "A"
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C-7
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6
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C-7
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1
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C-7
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2
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C-7
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4
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C-7
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7
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C-7
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9
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C-7
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5
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C-7
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3
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SCALE: NONE
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GRATE INLET/JUNCTION BOX
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C-7
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8
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PRE-CAST WHEEL STOP
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SCALE: 3/4"=1'
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C-7
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10
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STANDARD SPECIFICATIONS 021020SITE CLEARING & STRIPPING SITE CLEARING & STRIPPING 021040SITE GRADING SITE GRADING 021080REMOVING ABOUNDED STRUCTURES REMOVING ABOUNDED STRUCTURES 022020EXCAVATION & BACKFILL FOR UTILITIES & SEWERS EXCAVATION & BACKFILL FOR UTILITIES & SEWERS 022022TRENCH SAFETY FOR EXCAVATIONS TRENCH SAFETY FOR EXCAVATIONS 022080EMBANKMENT EMBANKMENT 022100SELECT MATERIAL SELECT MATERIAL 022420SILT FENCE SILT FENCE 025205PAVEMENT REPAIR, CURB, GUTTER, SIDEWALK, DRIVEWAY REPLACEMENT PAVEMENT REPAIR, CURB, GUTTER, SIDEWALK, DRIVEWAY REPLACEMENT 025210LIME STABILIZATION LIME STABILIZATION 025608INLETS INLETS 025612CONCRETE SIDEWALKS & DRIVEWAYS CONCRETE SIDEWALKS & DRIVEWAYS 025614CONCRETE CURB RAMPS CONCRETE CURB RAMPS 025802TEMPORARY TRAFFIC CONTROLS DURING CONSTRUCTION TEMPORARY TRAFFIC CONTROLS DURING CONSTRUCTION 025807PAVEMENT MARKINGS (PAINTED OR THERMOPLASTIC) PAVEMENT MARKINGS (PAINTED OR THERMOPLASTIC) 026206DUCTILE IRON PIPE & FITTINGS DUCTILE IRON PIPE & FITTINGS 026210PVC PIPE FOR WATERLINES & SANITARY FORCE MAIN'S AWWA C900/C905 PVC PIPE FOR WATERLINES & SANITARY FORCE MAIN'S AWWA C900/C905 026402WATERLINES WATERLINES 026404WATER SERVICES WATER SERVICES 026406PRIVATE WATER SERVICE LINES FORM WS-1, FORM W-2, FOUNDATION PROTECTION EXHIBIT, SITE PLAN PRIVATE WATER SERVICE LINES FORM WS-1, FORM W-2, FOUNDATION PROTECTION EXHIBIT, SITE PLAN 026409TAPPING SLEEVES & VALVES TAPPING SLEEVES & VALVES 026413GATE VALVES FOR WATERLINES GATE VALVES FOR WATERLINES 026416FIRE HYDRANTS FIRE HYDRANTS 027602GRAVITY SANITARY SEWERS GRAVITY SANITARY SEWERS 027606SANITARY SERVICE LINES SANITARY SERVICE LINES 027608 PRIVATE SEWER SERVICES FORM WS-1, FORM W-2, FOUNDATION PROTECTION EXHIBIT, SITE PLAN PRIVATE SEWER SERVICES FORM WS-1, FORM W-2, FOUNDATION PROTECTION EXHIBIT, SITE PLAN 028020SEEDING SEEDING 028040SODDING SODDING 030020PORTLAND CEMENT CONCRETE PORTLAND CEMENT CONCRETE 032020REINFORCING STEEL REINFORCING STEEL 038000CONCRETE STRUCTURES CONCRETE STRUCTURES 055420FRAMES, GRATES, RINGS & COVERS FRAMES, GRATES, RINGS & COVERS 151010GATE VALVES GATE VALVES 151020CHECK VALVESCHECK VALVES
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SCALE: 1/4"=1'
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11-18-16
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11-18-16 14:37 PM
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d/4
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d
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1/8" RADIUS
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1/2"
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LUBRICATE THIS END
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d/8 SMOOTH DOWEL 14" LONG @ 12" O.C.
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GUN GRADE SEALANT-SONNEBORN SONOLASTIC, NP-2, LIMESTONE COLOR, MIN. DEPTH 3/8" OVER BOND BREAKER MATERIAL OR GREENSTREAK 610 G-SEAL
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d
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d
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EXPANSION JOINT TYPE A
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LONGITUDINAL CONSTRUCTION JOINT TYPE B
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CONTRACTION JOINT - TYPE D LONGITUDINAL OR TRANSVERSE SAWED OR PREMOLDED STRIP
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GUN GRADE SEALANT- SONNEBORN SONOLASTIC, NP-2, LIMESTONE COLOR OR GREENSTREAK 627 G-SEAL
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1.EXPANSION JOINTS (TYPE A) TO BE EXPANSION JOINTS (TYPE A) TO BE LOCATED AS SHOWN. LONGITUDINAL JOINTS (TYPE B) SHALL BE USED TO DELINEATE A DAYS PLACEMENT OF PAVEMENT. ALL OTHER JOINTSSHALL BESHALL BE(TYPE D). 2.CONTRACTOR SHALL SUBMIT PROPOSED CONTRACTOR SHALL SUBMIT PROPOSED PAVEMENT CONSTRUCTION SCENARIO FORAPPROVAL. 3.CONTRACTOR TO BRING SUBGRADE TO CONTRACTOR TO BRING SUBGRADE TO ELEVATION DENSITY AND MOISTURE MOISTURE CONTENT, AND MAINTAIN UNTIL CONCRETE IS PLACED. 4.SAWING OF (TYPE D) JOINTS SHALLSAWING OF (TYPE D) JOINTS SHALLCOMMENCE WITHIN (6) HOURS OFPLACEMENT OF CONCRETE AND CONTINUE, UNINTERRUPTED, UNTIL COMPLETE. 5.(TYPE A) JOINTS TO BE PLACED AROUND (TYPE A) JOINTS TO BE PLACED AROUND ALL ISLANDS AND ADJACENT TO ALL BUILDINGS. 6.ALL REINFORCING SHALL BE MINIMUMALL REINFORCING SHALL BE MINIMUMGRADE 60. FY=60,000 PSI. 7.ALL CONCRETE SHALL HAVE A MINIMUMALL CONCRETE SHALL HAVE A MINIMUMCOMPRESSIVE STRENGTH 28 DAYS OF 3000 PSI.
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#4 @15" O.C. BOTH WAYS GRADE 60
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5" 3500 PSI CONCRETE
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8" LIME STABILIZED SUBGRADE 5% BY WEIGHT COMPACT TO 98% STD PROCTOR (ASTM D698) AT OR ABOVE OPTIMUM MOISTURE
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LIGHT DUTY
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#4 @12" O.C. BOTH WAYS GRADE 60
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7" 3500 PSI CONCRETE
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HEAVY DUTY
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JOINT SEALANT
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9"
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9"
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1/2" EXPANSION JOINT MATERIAL
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12" X 18" DOWELS
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1.EXPANSION JOINTS SHALL BE MAXIMUM 40' ON CENTER AND EXPANSION JOINTS SHALL BE MAXIMUM 40' ON CENTER AND COMPOSED OF "GREENSTREAK" #610 PAVING CAP SEAL OVER 3/4" PRESERVATIVE TREATED PINE EXPANSION BOARD. 2.CURB AND GUTTER SHALL HAVE ONE, 1/2" X 3'-0" DOWEL CURB AND GUTTER SHALL HAVE ONE, 1/2" X 3'-0" DOWEL PER REINFORCING ROD AT EACH EXPANSION JOINT. DIP 9" OF ROD IN ASPHALT AND WRAP. 3.SIDEWALK SHALL HAVE THREE 1/2" X 18" DOWELS AT EACH SIDEWALK SHALL HAVE THREE 1/2" X 18" DOWELS AT EACH EXPANSION JOINT. DIP 9" OF ROD IN ASPHALT AND WRAP. 4.SIDEWALK REINFORCING SHALL BE #3 @ 15" O.C. BOTH SIDEWALK REINFORCING SHALL BE #3 @ 15" O.C. BOTH DIRECTIONS & WITH MINIMUM 6" LAP AT SPLICES. 5.CURB & GUTTER REINFORCING AS SHOWN. CURB & GUTTER REINFORCING AS SHOWN. 6.CURB & GUTTER TRANSVERSE MARKING, 1/8" X 1" DEEP AT CURB & GUTTER TRANSVERSE MARKING, 1/8" X 1" DEEP AT MAXIMUM OF 10' ON CENTER. 7.SIDEWALK TRANSVERSE MARKING 1/2" DEEP AT SPACING SIDEWALK TRANSVERSE MARKING 1/2" DEEP AT SPACING EQUAL TO SIDEWALK WIDTH. 8.ALL CONCRETE SHALL BE CLASS A, 3000 P.S.I. ALL CONCRETE SHALL BE CLASS A, 3000 P.S.I. 9.MORTAR TOPPING SHALL CONSIST OF ONE PART PORTLAND MORTAR TOPPING SHALL CONSIST OF ONE PART PORTLAND CEMENT TO TWO PARTS SAND AND HAVE A BRUSH FINISH TO REMOVE TROWEL MARKS. 10.STEEL SHALL BE MIN. GRADE 60, FY=60,000 P.S.I. STEEL SHALL BE MIN. GRADE 60, FY=60,000 P.S.I. 11.COMPACT SUBGRADE TO 95% STD PROCTOR. BRING TO COMPACT SUBGRADE TO 95% STD PROCTOR. BRING TO GRADE. DO NOT USE "CUSHION SAND".
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EXPANSION JOINT FILLER
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"SPEED DOWEL" TRANSFER TUBE
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PREFABRICATED KEYWAY
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DEFORMED TIEBARS 1/2" 24" @ 30" O.C.
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JOINT SEALER FLUSH WITH SURFACE
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CONCRETE JOINTS
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CONCRETE SIDEWALK
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8" LIME STABILIZED SUBGRADE 5% BY WEIGHT COMPACT TO 98% STD PROCTOR (ASTM D698) AT OR ABOVE OPTIMUM MOISTURE
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(OPTIONAL)
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6"
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6"
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#4 CONTINUOUS
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#3 HAIRPIN @ 18" O.C.
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CONCRETE 3500 P.S.I. @ 28 DAYS
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CONSTRUCTION JOINT
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8" LIME STABLIZED SUBGRADE COMPACT TO 98% STANDARD PROCTOR DENSITY COMPACTION TO EXTEND 2' BEYOND CURB
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NOTE: SEE PAVING & GRADING PLAN FOR 12" CURB BLOCK OUTS @9'
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5" LIGHT
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7" HEAVY
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#4 @ 15" O.C. BOTH WAYS (LIGHT) #4 @ 12" O.C. BOTH WAYS (HEAVY)
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FINISHED GRADE
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CAST IRON FLANGED INSULATING
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COUPLING ADAPTER (TYPICAL 2-PLACES)
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FLOW
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ADJUSTABLE PIPE SUPPORT
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HOT DIP GALVANIZED
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(2 REQUIRED)
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#3 @ 12" O.C.B.W.
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6" D.I. PIPE
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6" D.I. PIPE
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6" FLANGED M.J. 90° BENDW/MEGA LUGS (TYPICAL)
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1.ALL CONCRETE 3000 PSI. ALL CONCRETE 3000 PSI. 2.AFTER INSTALLATION, PIPE AFTER INSTALLATION, PIPE TO BE CLEANED OF ALL RUST, GREASE, AND DIRT, THEN PRIMED AND PAINTED (2) COATS. 3.INSTALL INSULATION TO WITHSTAND INSTALL INSULATION TO WITHSTAND TEMPERATURE OF 10 DEGREES FOR A 24 HOUR PERIOD.
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NOTES:
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OS&Y GATE VALVE, FLG. WITH HANDWHEEL (OPEN LEFT) & SUPERVISORY SWITCH (TYPICAL-2 PLACES)
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FLOW
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6" FLANGED M.J. 90° BENDW/MEGA LUGS (TYPICAL)
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6" DETECTOR CHECK VALVE (TYPICAL-2 PLACES)
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6" FLANGED M.J. 90° BENDW/MEGA LUGS (TYPICAL)
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NEW VAULT COVER & PAD
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FLOW
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4" THICK CONCRETE PAD 3'-0" x 13'-0"
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BOLLARD (SEE DETAIL)
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BASE
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STANDING AT
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WATER FROM
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SLOPE TO KEEP
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1"
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3"
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12"
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3'-0"
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3'-6"
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STRIPES
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& BLACK
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YELLOW
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PAINT WITH 2"
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STEEL PIPE
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GALVANIZED
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6" SCHEDULE 40
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CONCRETE 12"x 3' DEEP
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FILL PIPE WITH CONCRETE AND ROUND TOP
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FLOW
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BOLLARD
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PROFILE
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PLAN
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FIRE DEPARTMENT CONNECTION
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FIRE DEPARTMENT CONNECTION
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TECO "ALL PURPOSE" METAL FRAMING ANCHOR, GALV. 18 GA. W/ 11 GA. NAILS (TYP.)
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(2) 12D GALVANIZED NAILS TOP & BOTTOM GIRTS EACH SHEATHING
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YELLOW PINE 4x6, OR CEDAR 4x8
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2x4 GIRT
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2x4 GIRT
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2x4 GIRT
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1x SHEATHING
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TECO "ALL PURPOSE" METAL FRAMING ANCHOR, GALV. 18 GA. W/ 11 GA. NAILS (TYP.)
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YELLOW PINE 4"x6"x8', OR CEDAR 4"x8"x8' FENCE POST 5'-0" O.C. (ALL PINE TO BE CCA TREATED LUMBER)
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NOTE: THIS PLAN PREPARED AS AN ACCEPTABLE THIS PLAN PREPARED AS AN ACCEPTABLE FENCE DESIGN IN ACCORDANCE WITH ORDINANCE NO. 11640 (15 AUG 1973). ALTERNATE DESIGNS MAY BE SUBMITTED FOR APPROVAL.
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CONCRETE
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CONCRETE
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1. ALL LUMBER SHALL BE CCA TREATED FOR GROUND CONTACT. ALL LUMBER SHALL BE CCA TREATED FOR GROUND CONTACT. 2. POSTS SHALL BE 4" X 6" X 8' YELLOW PINE OR CEDAR PLACED MAX. 5'-0" O.C. POSTS SHALL BE 4" X 6" X 8' YELLOW PINE OR CEDAR PLACED MAX. 5'-0" O.C. 3. PICKETS SHALL BE 1" X 6" OR 1" X 8" WITH 1" CHAMFER, ATTACHED PICKETS SHALL BE 1" X 6" OR 1" X 8" WITH 1" CHAMFER, ATTACHED TO GIRTS WITH 2-12d GALVANIZED NAILS IN EACH GIRT. 4. GIRTS SHALL BE 2" X 4" YELLOW PINE AND BE ATTACHED TO POSTS GIRTS SHALL BE 2" X 4" YELLOW PINE AND BE ATTACHED TO POSTS UTILIZING TECO "ALL PURPOSE" METAL FRAMING ANCHORS (GALVANIZED) AND 11 GA. NAILS. 5. CONCRETE SHALL BE 3000 PSI. CONCRETE SHALL BE 3000 PSI. 6.FENCE TO BE SET 1' INSIDE PROPERTY LINEFENCE TO BE SET 1' INSIDE PROPERTY LINE
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PROPERTY LINE
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EXTERIOR FENCE
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#4's CONT.
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FINISHED PAVEMENT 1/2" ABOVE LIP OF CURB
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TOP OF FINISHED PAVEMENT
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DATE:
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SCALE:
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JOB NO.:
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DESIGN BY:
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DRAWN BY:
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SURVEYED BY:
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COMP. FILE:
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BASS & WELSH ENGINEERING
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CONSULTING ENGINEERS AND SURVEYORS
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3054 SOUTH ALAMEDA STREET 78404
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PLOTDATE:
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FIELD BK. NO:
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DRAWING NO: PLOTSCALE: XREF:
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P.O. BOX 6397 78466-6397
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TELEPHONE: (361) 882-5521
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FACSIMILE: (361) 882-1265
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C O R P U S C H R I S T I, T E X A S
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SHEET NO.
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OF SHEETS
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ENGINEERING FIRM REGISTRATION NO. F-52
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SURVEYING FIRM REGISTRATION NO. 1000027-00
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CORPUS CHRISTI, TEXAS
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NORTH CORPUS CHRISTI HONDA
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DETAILS
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9
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16024-0-BASE
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1:1
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8
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C-8
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DETAILS
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AM
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JC/MB Jr
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MB Jr
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16024
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1"=20'
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9-19-16
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SCALE: 3/4"=1'
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CONCRETE PAVEMENT AND SIDEWALK
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STANDARD CONCRETE CURB
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SCALE: 1"=1'
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SCALE: 3/4"=1'
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FIRE LINE DETECTOR CHECK VALVE WITH FIRE DEPARTMENT CONNECTION WITH BOLLARDS
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SCALE: 3/4"=1'
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WOOD FENCE
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C-8
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1-A
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C-8
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4
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C-8
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5
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C-8
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3
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24" CONCRETE ROLL CURB
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SCALE: 1"=1'
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C-8
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2
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C-8
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1-B
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C-8
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1-D
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11-18-16
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C-8
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1-C
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11-18-16 14:37 PM
124
WOM
EN
128
TV LOUNGE
132
SERVICE RECEPTION
131
SERVICE ADVISORS
103
SHOWROOM
125
MEN
102
INFO CENTER
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JANITOR
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BUSINESS OFFICE
123
BUS MGR
122
FILES
133
SERV MGR
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ASSIST SERV MGR
135
WARR/SCAN
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SERV BDC
138
PARTS BOUTIQUE
120
LUNCH
115
BDC
118
PHONE/IT
139
TECH PARTS
129
KIDS
106
GEN MGR
104
DEALER OFFICE
111
F & I
141
PARTS MGR
119
ELECTRICAL
142
PARTS (1862 S.F.)
145
EXPRESS SERVICE
144
SERVICE
146
LUNCH
150
MEN
148
WOM
EN
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EQUP
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OIL/COMP
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VESTIBULE
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GREETER
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RESTRM
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DELIVERY
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CAR WASH
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VENDING
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JANITOR
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PRE-WASH
127
QUIET LOUNGE
107
SALES MGRS
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F&I STOR
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F & I
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F & I
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F & I
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TRAINING
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UC MGR
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REFRESHMENTS
143
NIGHT DROP
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AUTO BUTLER
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HALLWAY
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HALLWAY
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RETAIL PARTS
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HALLWAY
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DETAILING
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WM
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IM
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PP
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WM
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COUNTY ROAD 52
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IH 69 ACCESS ROAD
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(c) AREA=54627 SQ.FT. AREA=1.254 ACRES
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(d) AREA=12041 SQ.FT. AREA=0.276 ACRES
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(e) AREA=13090 SQ.FT. AREA=0.301 ACRES
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(f) AREA=18063 SQ.FT. AREA=0.415 ACRES
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(a) AREA=441844 SQ.FT. AREA=0.96 ACRES
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(b) AREA=29415 SQ.FT. AREA=0.675 ACRES
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N
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1 inch = ft.
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( IN FEET )
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GRAPHIC SCALE
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0
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30
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15
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30
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60
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120
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30
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NEW 24" GRATE INLET TOP=75.28' FL=73.42'
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NEW 24" JUNCTION BOX TOP=76.95' FL=73.59'
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NEW 24" GRATE INLET TOP=74.95' FL=73.78'
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NEW 24" GRATE INLET TOP=75.33' FL=74.05'
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NEW 36" JUNCTION TOP=76.79' FL=72.79'
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134 LF NEW 12" HDPE STORM @0.20%
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92 LF NEW 15" HDPE STORM @0.20%
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83 LF NEW 18" HDPE STORM @0.20%
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217 LF NEW 18" HDPE STORM @0.20%
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NEW 24" HDPE STORM
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102 LF NEW 18" HDPE STORM @0.20% (2)
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NEW 36" GRATE INLET TOP=75.28' FL=72.98'
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(g) AREA=17520 SQ.FT. AREA=0.402 ACRES
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15' UTILITY EASEMENT
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77
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77
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624
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1889
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37
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Country
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Estates
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Park
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River Hills
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Country Club
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Hazel
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Bazemore
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Park
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RAILROAD
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SHARPSBURG
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RAVINE
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REBECCA
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BUCKHORN
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MIDDLE
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GRIFFITH
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WEST REDBIRD
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ELCIFF
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BICKHAM
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SUE
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MAGEE
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RIVER
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RAMOS
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FIGUEROA
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CYNTHIA
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ZAMORA
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UP RIVER
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REHFELD
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CALLICOATTE
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MAGEE
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LOMA
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ALTA
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HEARNE
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HEARNE
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EMORY
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RUSHING
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PERRY
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LN
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COUNTRY
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MCBURNETT
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AVE B
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ESTATES
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HILL
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SMITH
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TEAGUE
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CATFISH
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WILDCAT
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RIVER
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CANYON
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RIVER
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VALLEY
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NORTH
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WEST
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ROLLING
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RIDGE
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RIVER EAST
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RIVER ROCK
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RIVERSIDE
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RIVER RUN
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ESENJAY
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BROOKSIDE
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BROOKLANE
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SHELTON
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COX
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UP RIVER
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RIVERWAY
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FAIRWAY
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GAN
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RIVER
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SCENIC
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EXCHEQUER
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BROOKHAVEN
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BROOKHILL
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SUNNYVILLE
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SIESTA LOOP
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CALALLEN
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RIVERVIEW
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CORNETT
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HILLWOOD
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AVE
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C
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AVE
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AVE
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RAILROAD
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RIVER
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1.7
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2.0
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CR 52
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NUECES RIVER
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SITE
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DRAINAGE OUTFALL MAP
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SCALE: 1"=1000'
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%%UNOTES
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1.A STORMWATER POLLUTION PREVENTION PLAN WILL BE SUBMITTED WITH A STORMWATER POLLUTION PREVENTION PLAN WILL BE SUBMITTED WITH CONSTRUCTION PLANS FOR ANY PROJECT OF 1 ACRE OR GREATER / OR A POLLUTION CONTROL PLAN IF LESS THAN ONE ACRE. 2.ZONING: CG-2 GENERAL COMMERCIAL. ZONING: CG-2 GENERAL COMMERCIAL. CG-2 GENERAL COMMERCIAL. CG-2 GENERAL COMMERCIAL. 3.THE RECEIVING WATER FOR THE STORM WATER RUNOFF FROM THIS THE RECEIVING WATER FOR THE STORM WATER RUNOFF FROM THIS PROPERTY IS THE NUECES RIVER DOWNSTREAM OF THE CALALLEN SALTWATER INTRUSION DAM LOCATED 1.1 MILES UPSTREAM OF U.S. HIGHWAY 77/INTERSTATE HIGHWAY 37 NUECES RIVER BRIDGE CROSSING. THE TCEQ HAS CLASSIFIED THE AQUATIC LIFE USE FOR THIS SEGMENT OF THE NUECES RIVER AS HIGH. TCEQ ALSO CATEGORIZED THE NUECES RIVER AS "CONTACT RECREATION" USE. 4.THIS PROPERTY DRAINS PRIMARILY TO THE NORTHEAST TOWARDS AN EXISTING THIS PROPERTY DRAINS PRIMARILY TO THE NORTHEAST TOWARDS AN EXISTING UNDERGROUND STORM DRAIN IN C.R. 52, THEN WITHIN THIS STORM DRAIN IN A NORTHERLY DIRECTION WHERE IT DISCHARGES INTO A CITY OF CORPUS CHRISTI DRAINAGE DITCH, THEN EASTERLY WITH THE OPEN DITCH TO A DRAINAGE DITCH RUNNING ALONG A RAILROAD. THEN NORTHERLY WITHIN THIS DITCH IN A NORTHERLY DIRECTION, ULTIMATELY DISCHARGING INTO THE NUECES RIVER. 5.THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE C (AREAS OF MINIMAL FLOODING) AS SHOWN THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE C (AREAS OF MINIMAL FLOODING) AS SHOWN ON FEMA COMMUNITY PANEL 485494 0257 C DATED MARCH 18, 1985 6.TOTAL ACREAGE OF PLATTED AREA EQUALS 4.707 ACRES. TOTAL ACREAGE OF PLATTED AREA EQUALS 4.707 ACRES. 7.THERE ARE NO KNOWN NATURAL WATER BODIES JURISDICTIONAL WETLANDS, THERE ARE NO KNOWN NATURAL WATER BODIES JURISDICTIONAL WETLANDS, ENDANGERED SPECIES HABITAT, STATE OF TEXAS SUBMERGED LANDS, OR CRITICAL DUNES ON THE SITE. 8.THE PROPOSED PLAN IS IN COMPLIANCE WITH THE CITY OF CORPUS THE PROPOSED PLAN IS IN COMPLIANCE WITH THE CITY OF CORPUS CHRISTI'S DRAINAGE MASTER PLAN.
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DATE:
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SCALE:
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JOB NO.:
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DESIGN BY:
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DRAWN BY:
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SURVEYED BY:
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COMP. FILE:
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BASS & WELSH ENGINEERING
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CONSULTING ENGINEERS AND SURVEYORS
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3054 SOUTH ALAMEDA STREET 78404
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PLOTDATE:
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FIELD BK. NO:
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DRAWING NO: PLOTSCALE: XREF:
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P.O. BOX 6397 78466-6397
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TELEPHONE: (361) 882-5521
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FACSIMILE: (361) 882-1265
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C O R P U S C H R I S T I, T E X A S
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SHEET NO.
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OF SHEETS
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REV. NO. DATE DESCRIPTION APPR. BY:
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ENGINEERING FIRM REGISTRATION NO. F-52
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SURVEYING FIRM REGISTRATION NO. 1000027-00
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5-31-2012
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SHOWN
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03042
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MB Jr
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WRF
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AM
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SWQMP
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C-9
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-
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9
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1:1
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16024-0-BASE
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9
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STORMWATER QUALITY MANAGEMENT PLAN
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NORTH CORPUS CHRISTI HONDA
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CORPUS CHRISTI TEXAS
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DRAINAGE PLAN
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SCALE: 1"=30'
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DRAINAGE CALCULATIONS PRE DEVELOPMENT
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TIME OF CONCENTRATION (T)=30 MIN FORMULA: Q=cia 5 YRS10 YRS25 YRS100 YRS 10 YRS25 YRS100 YRS 25 YRS100 YRS 100 YRS RUNOFF COEFFICIENT (c) 0.300.300.300.30 (c) 0.300.300.300.30 0.300.300.300.30 0.300.300.300.30 0.300.300.30 0.300.30 0.30 RAINFALL INTENSITY(i)4.334.875.686.78 (i)4.334.875.686.78 4.334.875.686.78 4.875.686.78 5.686.78 6.78 AREA QTY(Q)(Q)(Q)(Q) (Q)(Q)(Q)(Q) (Q)(Q)(Q) (Q)(Q) (Q) AREA(A)0.303.5194.57 5.14 6.00 7.16 (A)0.303.5194.57 5.14 6.00 7.16 0.303.5194.57 5.14 6.00 7.16 3.5194.57 5.14 6.00 7.16 4.57 5.14 6.00 7.16 5.14 6.00 7.16 6.00 7.16 7.16 AREA (A)=EXISTING GROUND (GRASS)
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DRAINAGE CALCULATIONS POST DEVELOPMENT
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TIME OF CONCENTRATION (T)=20 MIN FORMULA: Q=cia 5 YRS10 YRS25 YRS100 YRS 10 YRS25 YRS100 YRS 25 YRS100 YRS 100 YRS RUNOFF COEFFICIENT (c) 0.800.800.800.80 (c) 0.800.800.800.80 0.800.800.800.80 0.800.800.800.80 0.800.800.80 0.800.80 0.80 RAINFALL INTENSITY(i)5.556.127.128.39 (i)5.556.127.128.39 5.556.127.128.39 6.127.128.39 7.128.39 8.39 AREA QTY(Q)(Q)(Q)(Q) (Q)(Q)(Q)(Q) (Q)(Q)(Q) (Q)(Q) (Q) AREA(a)0.9604.26 4.70 5.47 6.44 (a)0.9604.26 4.70 5.47 6.44 0.9604.26 4.70 5.47 6.44 4.26 4.70 5.47 6.44 4.70 5.47 6.44 5.47 6.44 6.44 (b) 0.675 3.003.303.84 4.53 0.675 3.003.303.84 4.53 3.003.303.84 4.53 3.303.84 4.53 3.84 4.53 4.53 (c)1.254 5.576.147.148.42 1.254 5.576.147.148.42 5.576.147.148.42 6.147.148.42 7.148.42 8.42 (d)0.2671.191.311.521.79 0.2671.191.311.521.79 1.191.311.521.79 1.311.521.79 1.521.79 1.79 (e)0.3011.341.471.712.02 0.3011.341.471.712.02 1.341.471.712.02 1.471.712.02 1.712.02 2.02 (f)0.4151.842.032.362.79 0.4151.842.032.362.79 1.842.032.362.79 2.032.362.79 2.362.79 2.79 (g)0.4021.781.972.292.70 0.4021.781.972.292.70 1.781.972.292.70 1.972.292.70 2.292.70 2.70
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TIME OF CONCENTRATION (T)=20 MIN FORMULA: Q=cia 5 YRS10 YRS25 YRS100 YRS 10 YRS25 YRS100 YRS 25 YRS100 YRS 100 YRS 0.80 0.800.800.80 0.800.800.80 0.800.800.80 0.800.80 0.80 RAINFALL INTENSITY(i)5.556.127.128.39 (i)5.556.127.128.39 5.556.127.128.39 6.127.128.39 7.128.39 8.39 AREA QTY(Q)(Q)(Q)(Q) (Q)(Q)(Q)(Q) (Q)(Q)(Q) (Q)(Q) (Q) AREA(B)0.801.188 5.275.826.777.97 (B)0.801.188 5.275.826.777.97 0.801.188 5.275.826.777.97 1.188 5.275.826.777.97 5.275.826.777.97 5.826.777.97 6.777.97 7.97 AREA (B)=EXISTING PAVEMENT (ASPHALT)
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11-18-16
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11-18-16 14:38 PM
