| Date |
Text |
| 2014-11-10 11:49:19 | 1. CONFIRM STORM PIPES BETWEEN STRUCTURE 4.0 AND LAKE |
| | AND BETWEEN STRUCTURE 10.0 AND LAKE ARE TO BE |
| | CONSTRUCTED 23 FEET DEEP (INVERT ELEV. = -5.25). WHY SO |
| | DEEP? |
| | |
| | 2. RECOMMEND USING MINIMUM 15" DIAMETER STORM PIPE FOR |
| | LONG TERM MAINTENANCE CONSIDERATION. |
| | |
| | 3. SPOT GRADES CUTOFF ON LEFT SIDE OF SHEET PGD-3. |
| | |
| | 4. EXPLAIN HOW DRY DETENTION AREAS WILL RECEIVE |
| | STORMWATER RUNOFF. |
| | |
| | 5. PROVIDE TYPICAL SECTIONS FOR LAKE AND DRY DETENTION |
| | AREAS. |
| | |
| | 6. WILL THE REAR OF PHASE 1 BUILDINGS 37-44 AND 46-52 |
| | DRAIN TO THE PHASE 2 DRAINAGE SYSTEM? |
| | |
| | 7. LABELS CUTOFF ON LEFT SIDE OF SHEET WS-3. |
| | |
| | 8. CONFIRM WITH FPL THE MINIMUM CLEARANCE FOR |
| | CONSTRUCTING NEAR THEIR POWER POLES AND GUY WIRE |
| | ANCHORS. |
| | |
| | 9. FAC 62-555, MINIMUM 6' HORIZONTAL SEPARATION |
| | REQUIRED BETWEEN OUTSIDE WATER MAINS AND SANITARY FORCE |
| | MAINS IS 6 FEET. IT APPEARS THE CENTER TO CENTER |
| | SEPARATION BETWEEN THE PROPOSED 6" FM AND 20" WATER |
| | MAIN IS 5 FEET AS THE FM IS DEFLECTED AROUND THE POWER |
| | POLES. |
| | |
| | 10. PRIVATE OR PUBLIC FORCE MAIN? |
| | |
| | 11. SHOW ALL PROPOSED UTILITIES ON THE PHASE 2 |
| | LANDSCAPE PLANS. STORMWATER PIPES TO LAKE AND DRY |
| | DETENTION AREAS ARE NOT SHOWN. |
| | |
| | 12. NO LANDSCAPING PROPOSED AROUND THE LAKE? |
| | |
| | TRACY L. WARD, P.E. |
| | SENIOR STORMWATER ENGINEER |
| | ENGINEERING AND PUBLIC WORKS DEPT. |
| | 561-494-1120 |
| |
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