| Date |
Text |
| 2013-09-11 10:12:27 | CASE 950NNN (Z13080018) CONVENTION CENTER HOTEL |
| | |
| | WATER |
| | EXISTING WATER UTILITIES ARE ALREADY LOCATED ADJACENT |
| | TO THE PROPERTY FOR THE FIRE LINE TAP (10 X 8) AND |
| | DOMESTIC WATER (12 X 12). |
| | |
| | HOWEVER, THE CONVENTION CENTER AND THE EXISTING HIGH |
| | RISE ALSO SHARE FROM THESE MAINS. A CAPACITY STUDY MAY |
| | BE NECESSARY TO CALCULATE THE DEMAND FLOW RESPECTIVE OF |
| | THESE EXISTING STRUCTURES AND USE. |
| | |
| | THE DDC AND DOMESTIC BACKFLOW PREVENTER FOR THE |
| | CONVENTION CENTER ARE CURRENTLY LOCATED AT THE |
| | SOUTHEAST CORNER OF THE PROPOSED HOTEL SITE WITHIN FEET |
| | OF THE HOTELS? MASTER METER. IN FUTURE MRO TASKS, THIS |
| | ARRANGEMENT MAY LEAD TO CONFUSION. |
| | |
| | SANITARY SEWER |
| | THERE ARE TWO (2) SANITARY MANHOLES PROPOSED, HOWEVER |
| | SSMH #1 IS OF A DOG HOUSE DESIGN AND BASED ON FLOW, MAY |
| | NOT BE ALLOWED FOR CONNECTION TO THE GRAVITY MAIN. A |
| | MANHOLE WITH TAPERED INVERT CHANNELS MAY BE PREFERRED. |
| | |
| | THERE ARE TWO (2) CONNECTIONS TO EXISTING SANITARY LINE |
| | PROPOSED THAT MAY REQUIRE NEW MANHOLES TO COLLECT FLOW. |
| | THE CURRENT DESIGN SHOWN IS FOR 6" TIE-IN WYES TO THE |
| | MAIN WHICH MAY ARE NOT PREFERRED. |
| | |
| | THE COLLECTED FLOWS ARE THEN TRANSMITTED THROUGH THE |
| | NORTHERN PORTION OF FLAMINGO PARK, A RESIDENTIAL AREA. |
| | A CAPACITY ANALYSIS MAY BE REQUIRED TO FULLY UNDERSTAND |
| | THE IMPACT OF THESE ADDITIONAL GRAVITY FLOWS. |
| | |
| | STORM WATER |
| | |
| | THE CURRENT DESIGN ROUTES THE ALL STORM FLOWS TO THE |
| | 84" RCP STORM WATER SYSTEM THAT SERVES THE CONVENTION |
| | CENTER, KRAVIS CENTER AND CITY PLACE. |
| | |
| | ADDITIONAL ATTENTION SHOULD BE CONSIDERED FOR THE |
| | NUMBER OF "CONNECTIONS TO EXISTING" DRAINAGE STRUCTURES |
| | AND CATCH BASINS. THESE ADDITIONAL FLOWS MAY IMPACT |
| | THESE APPURTENANCES BEYOND THEIR CURRENT DESIGN |
| | PARAMETERS. |
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