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Home My WebLink AboutAppendixE_Prop_Stormdrain_System_MapOF-11 MORNING DRIVE SR-178 INFILTRATION/DETENTION BASIN 1BOTTOM ELEVA TION (FT): 799.0TOP ELEVATION (FT): 806.0TOTAL STORAGE CAPACITY (AC-FT): 2.00VOLUME RETAINED (AC-FT): 0.6 REQUIRED RETENTION VOLUME (AC-FT): 0.5RISER ELEVATION (FT): 803.6PERFORATION = 801.8MAX WATER SURFACE ELEVATION (FT): 803.8 MORNING DRIVE AUBURN STREET SR-178 INFILTRATION/DETENTION BASIN 2 ACCESS RAMP ACCESS RAMP BOTTOM ELEVATION (FT): 691.00TOP ELEVATION (FT): 697.00TOTAL STORAGE CAPACITY (AC-FT): 17.64VOLUME RETAINED (AC-FT): 11.6 REQUIRED RETENTION VOLUME (AC-FT): 4.1RISER ELEVATION (FT): 695.38OVERFLOW SPILLWAY ELEVATION (FT): 697.00 MAX WATER SURFACE ELEVATION (FT): 695.70 0.465 ACCB-39A 1.523AC .635 AC0.700 AC 0.546 AC 0.300 AC CB-2D CB-2YCB-2H CB-2L CB-2AE 0.545 ACCB-6H 0.308 ACCB-38AE 0.296 ACCB-38AB 0.274 ACCB-38L 0.504 ACCB-38Q 0.579 ACCB-37S 0.100 ACCB-37O 0.168 ACCB-69 1.762 ACCB-6T 2.412 ACCB-6H 0.907 ACCB-6J 0.831 ACCB-6S 0.661 AC CB-2N 0.419 ACCB-6E 2.486 ACCB-6AJ 1.454 ACCB-6O 0.361 ACCB-34P 0.404 ACCB-59 2.665 ACCB-35A 0.956 ACCB-7C 0.547 ACCB-6Y 0.442 ACCB-6AA0.575 ACCB-7E 0.346 ACCB-7G 0.899 ACCB-6AE1.269 ACCB-12F 0.357 ACCB-34F 0.479 ACCB-6AC 1.9644 ACCB-6D 1.346 ACCB-17A 1.578 ACCB-17G 1.399 ACCB-22A1.592 ACCB-22G 0.891ACCB-24A 1.009 ACCB-24G 0.925 ACCB-28A 1.060 ACCB-28C 0.812 ACCB-28H 0.934 ACCB-28E 20.04 AC OFFSITE 3 1.137 ACCB-2Q 0.439 ACCB-6W 0.102 ACCB-37I 0.382 ACCB-34Q 0.378 ACCB-34T 0.756 ACCB-30N 0.392 ACCB-37P 0.205 ACCB-37L0.185 ACCB-36A 0.294 ACCB-35C OF-4 OF-8 OF-7 OF-3 OF-6 OF-1 OF-13OF-9 OF-14 OF-10 OF-12 OF-15 OF-16 0.780 ACCB-1F 0.653 ACCB-6C 0.238 AC 0.780 ACCB-26A 0.879 ACCB-26G 0.438 ACCB-2AJ 0.163 ACCB-38N 0.625 ACCB-1A 0.624 ACCB-2AL 0.552 ACCB-30A 0.654 ACCB-7A CB-36C 0.339 ACCB-34I 0.511CB-6AH 0.769 ACCB-2AD0.685 ACCB-2J 0.844 ACCB-6A 0.725 ACCB-28M0.678 ACCB-28G 0.440 AC CB-38AG0.498 ACCB-38Y 0.441 ACCB-38V 0.413 ACCB-40A 0.121 AC .128 AC CB-38T CB-38R OF-9 OF-10A 0.37 ACCB-2P EXISTING 60" STORMDRAIN SECTION C-CV-DITCH SECTION A-A 12' NORTH V-DITCH OFFSITEDITCH SR 178 4:1 12' MAINTENANCE ACCESS RD TYPICAL DETENTION POND DETAILWATER SURFACE ELEV FOR 100 YR,24-HR STORM EVENTREQUIRED RETENTIONVOLUME 24" CMP RISER EMERGENCY SPILLWAYRISER ELEVATIONDEBRIS RACK 4:1 TO EXISTING DRAINAGE COURSEOR DRAINAGE CHANNEL BERM SR 178 2 - 4" PERFORATIONSIN BASIN 1 12' BERM JANUARY 2013 SCALE: 1"=150' MORNING DRIVE/SR178 INTERCHANGE PROJECT PROPOSED STORM DRAIN SYSTEM MAPABBREVIATIONS: LEGEND:GENERAL NOTES: SCALE 1"=1000'