| Date |
Text |
| 2017-05-01 08:10:48 | COMMENTS FROM FIRST REVIEW HAVE BEEN ADDRESSED. THE |
| | COMMENTS BELOW ARE FROM THE CONCEPTUAL LEVEL REVIEW OF |
| | THE APRIL 13, 2017 REVIEW SUBMITTAL PACKAGE. |
| | |
| | 1. CIVIL PLAN 2 SITE DEMOLITION PLAN: |
| | A. STORM PIPE ENTERING NORTH SIDE OF EXISTING DRAINAGE |
| | STRUCTURE AT NE CORNER OF QUADRILLE BLVD AND 4TH ST |
| | WILL BE IN CONFLICT WITH THE PROPOSED DRAINAGE |
| | STRUCTURE S-106. |
| | B. EXISTING WATE SERVICES TO BE ABANDONED ARE TO BE |
| | REMOVED BACK TO THE MAIN. |
| | C. EXISTING SEWER LATERALS TO BE ABANDONED ARE TO BE |
| | REMOVED BACK TO THE MAIN AND THE WYE PLUGGED AT THE |
| | MAIN. |
| | |
| | 2. CONFIRM IF THE EXISTING STORM STRUCTURE AT NE CORNER |
| | OF QUADRILLE BLVD AND 4TH ST WILL STILL BE NEEDED. IF |
| | NOT, THIS STRUCTURE AND THE STORM PIPE CROSSING UNDER |
| | 4TH ST WILL NEED TO BE REMOVED. |
| | |
| | 3. CHECK GRADING FLOW ARROWS FOR DRIVEWAY TO 4TH |
| | STREET. STRUCTURE S-108 HAS A RIM ELEVATION OF 14.00 |
| | FEET NGVD. SPOT GRADE ON DRIVEWAY TO THE NORTH IS 13.50 |
| | FEET NGVD. |
| | |
| | 4. CHECK GRADING OF DRIVEWAY TO DIXIE HWY. TRENCH DRAIN |
| | AT PROPERTY LINE IS AT ELEVATION 12.25 FEET NGVD. SPOT |
| | GRADE AT INTERIOR DRIVE TO THE WEST IS ALSO AT |
| | ELEVATION 12.25 FEET NGVD. |
| | |
| | 5. GRADE THE PLAZAS TO DRAIN TO ONSITE DRAINAGE SYSTEM |
| | INSTEAD OF FLOWING INTO RIGHT-OF-WAY. |
| | |
| | 6. SECTIONS C-C AND F-F SHOW VALLEY GUTTER BUT THESE |
| | GUTTERS DO NOT APPEAR ON THE GRADING PLAN. |
| | |
| | 7. CONFIRM CURBING AND PAVEMENT WIDTH FOR SECTION D-D. |
| | |
| | 8. CIVIL PLAN 5 SIGNING AND MARKING PLAN: |
| | A. MISSING STOP SIGN AT WEST END OF 4TH STREET. |
| | B. MISSING RIGHT TURN ONLY SIGN FOR DRIVEWAY ONTO |
| | QUADRILLE BLVD. |
| | C. DIMENSION THE LENGTHS OF DOUBLE YELLOW STRIPES |
| | WITHIN THE RIGHT OF WAY. |
| | |
| | TRACY L. WARD, P.E. |
| | SENIOR STORMWATER ENGINEER |
| | ENGINEERING SERVICES DEPARTMENT |
| | [email protected] |
| | 561-494-1120 |
| | |
| | |
| |
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