RMIII 6/3/7 U I U I TENTION POND REV ISSUED FOR CONSTRUCTION PHONE: 36-946-4848 38 ANDREA LN CORPUS CHRISTI, TX, 7844 TBPE FIRM No. F-4 TENTION DITCH LEGEND PROPOSED STORMWATER / DRAINAGE FLOW DIRECTION EXISTING STORMWATER / DRAINAGE FLOW DIRECTION ABBREVIATIONS AND FINITIONS A AC C I I5 I I5 I5 I Q Q5 Q Q5 Q5 Q Tc CFS CFT FEMA AREA ACRES RUNOFF COEFFICIENT RAINFALL INTENSITY (INCHES/HOUR) SIGN RAINFALL INTENSITY FOR A 5-YEAR STORM SIGN RAINFALL INTENSITY FOR A -YEAR STORM SIGN RAINFALL INTENSITY FOR A 5-YEAR STORM SIGN RAINFALL INTENSITY FOR A 5-YEAR STORM SIGN RAINFALL INTENSITY FOR A -YEAR STORM PEAK RUNOFF FLOW PEAK RUNOFF FOR A 5-YEAR STORM PEAK RUNOFF FOR A -YEAR STORM PEAK RUNOFF FOR A 5-YEAR STORM PEAK RUNOFF FOR A 5-YEAR STORM PEAK RUNOFF FOR A -YEAR STORM TIME OF CONCENTRATION CUBIC FOOT PER SECOND CUBIC FOOT FERAL EMERGENCY MANAGEMENT AGENCY STORM WATER QUALITY MANAGEMENT PLAN 48 COUNTY ROAD 69 ROBSTOWN, TEXAS, 7838 TENTION POND 74 C
SCALE: " = 5' 89. 9. 87. 88. 89. 86. 86.. 9 89. 88. 87. 9. 89.5 9. 3. 9.5.3 3.4 9 9.5.. 9.5. 93..5 88..5 9..4 4. 9. 3. 93. 88.5 9. 9. 89. 89. 88. 87. 87.. 9.5.5 9.5 9. 88. 4. 88. 93. 4.. 93..5. 9.5 9. 9.5 9. 89.5 89. 89. 9. 9. 9..5 9.5.7.7..5.4 3.7 93. 93. 93. 9.5 9. 93. 88.5 9. 9.5 9. 93..5. SCALE: " = ' 9.5. 9. 9.5. 9. 9. 88. 89. 87. 86. 9. 86. 87. 88. 9. GRADING, PAVING, AND JOINT PLAN 9.5 INSET A. 9..5 9. 9 48 COUNTY ROAD 69 ROBSTOWN, TEXAS, 7838.5 3.7 T 89. 89.5 89. 88.5 88. 93..5. 9.5 9. 9.5 9. 89.5 87. 87. UGT NOTES: E 3.7 ST 6'' E 4'' SS.5 3.7.5 88.. 9.5..6 9.5.6.5.5 9. 9 9.5...5... 9.5 9.. PHONE: 36-946-4848 38 ANDREA LN CORPUS CHRISTI, TX, 7844 E 6'' S T TBPE FIRM No. F-4. 9 E 6'' S 4 89. PAVEMENT REVISION/ADDITION - SHEET REISSUED 3 PAVEMENT REVISION 88. 85. 87. PAVEMENT REVISION 86. 86. 87. 88. 84. 85. 83. PAVEMENT REVISION/ADDITION - SHEET REISSUED 83. 84. PAVEMENT, POND, BARROW PIT REVISION - SHEET REISSUED RMIII 6/3/7 RMIII 6/7 5 RMIII 6/7 RMIII 6/7 89. SCALE: " = 4' 8 84. 83. RMIII 5/7 4 85. 88. 87. 86. 85. 84. 83. 86. REV 88. 87. 74 C
E W E W UGT E W E W 9 PARKING SPACES @ 9.' = 8. 5 SCALE: " = 5' 45..78 A 4.6 TAIL A 6. 9.67 PARKING SPACES @ 9.' = 9.. 45. 9. 9 74 C3 48 COUNTY ROAD 69 ROBSTOWN, TEXAS, 7838 STRIPING AND SIGNAGE PLAN TBPE FIRM No. F-4 PHONE: 36-946-4848 38 ANDREA LN CORPUS CHRISTI, TX, 7844 PAVEMENT REVISION RMIII 5/7 PAVEMENT REVISION RMIII 6/7
TYPICAL LIGHT DUTY CONCRETE PAVEMENT TAIL TYPICAL HEAVY DUTY CONCRETE PAVEMENT TAIL TYP CONCRETE PAVEMENT EXPANSION JOINT TAIL TYP CONCRETE PAVEMENT CONTROL JOINT TAIL 48 COUNTY ROAD 69 ROBSTOWN, TEXAS, 7838 MISCELLANEOUS TAILS I TBPE FIRM No. F-4 PHONE: 36-946-4848 38 ANDREA LN CORPUS CHRISTI, TX, 7844 TYP REINFORCEMENT TAIL AT PROP CONCRETE PAVEMENT CORNER PROP CONCRETE PAVEMENT TO EXIST BLDING FOUNDATION TAIL EXPANSION JOINT TIE-IN AT EXISTING CONCRETE PROP CONCRETE DRIVAY TIE-IN TO EXIST ASPHALT PAVEMENT 6" MONOLITHIC CURB CONC CURB TAIL TYP SIDALK TAIL TYP SIDALK TAIL TYPICAL HEAVY DUTY CONCRETE PAVEMENT TAIL SECTION SECTION 74 C4
TAIL @ CAP SEAL N CONCRETE TO N CONC TAIL @ CAP SEAL N CONCRETE TO FOUNDATION TYP EXP JT TAIL TYP STRIPING 48 COUNTY ROAD 69 ROBSTOWN, TEXAS, 7838 MISCELLANEOUS TAILS II TBPE FIRM No. F-4 PHONE: 36-946-4848 38 ANDREA LN CORPUS CHRISTI, TX, 7844 BOLLARD TAIL 74 C5