| Date |
Text |
| 2003-03-06 00:00:00 | FAILED: |
| | 1. CIVIL PLANS MUST BE SIGNED AND SEALED |
| | BY THE CIVIL ENGINEER OF THE RECORD. |
| | 2. A CLEAN-OUT NEED TO BE INSTALLED IN |
| | THE SANITARY SEWER LATERAL, ON PROPERTY, |
| | IMMEDIATELY AFTER CONNECTION TO SANITARY |
| | SERVICE. |
| | 3. PLEASE PROVIDE DRANAGE CALCULATION |
| | FOR OUR REVIEW AND APPROVAL, SUBMITTALS |
| | SHOULD INCLUDE CALCULATIONS FOR PERVIOUS |
| | AND IMPERVIOUS FOR TOTAL SITE AND ALSO |
| | THE TOTAL SITE AREA. |
| | 4. DRIVEWAY APPROACHES MUS BE |
| | CONSTRUCTED PER CITY' STANDARD AND |
| | REQUIRMENTS. |
| | 5.BACKFLOW PREVENTERS MUST BE COMPLETELY |
| | HIDDEN FROM VIEW WITH SHRUBS PRIOR TO |
| | ACTIVATION. |
| | 6. SHEET C 1 SHOWS 5'X 4' EXFILTRATIONS |
| | TRANCH, DETAIL ON SHEET C 2 SHOWS |
| | 32'-8"3/16 X 19'-7"11/16 PLEASE VERIFY. |
| | 7. TYPE C INLET SHOULD BE DETAILED PER |
| | CITY' OR DOT STANDARD, PLEASE VERIFY THE |
| | DIMENSIONS. |
| | 8. CONCRETE SIDEWALK DETAILS SHOULD BE |
| | REVISED TO FDOT STANDARD. |
| | 9.COLORS OF PAINTS FOR PARKING STALLS |
| | ARE NOT PER STANDARD, THEY SHOULD BE PER |
| | CITY'S STANDARD OR PER FLORIDA |
| | ACCESSIBILITY CODE. |
| | 10. COMPACTED THICKNESSES FOR THE |
| | PROPOSED PAVEMENT WITH BASE AND SUB-BASE |
| | FOR THE PARKING AREA MUST BE SPECIFIED. |
| | IF ANY QUESTION PLEASE CONTACT 659-8096 |
| | EXT. 8492 MOHAMMAD R. AMINI |
