| Plan Review Notes For Permit 19120383 |
| Permit Number |
19120383 |
|
| Review Stop |
ENG |
| Sequence Number |
2 |
|
| Notes |
| Date |
Text |
| 2020-02-19 07:06:31 | 1. SURVEY IS MORE THAN 3 YEARS OLD. THERE HAS BEEN | | | CONSTRUCTION ON THE PROPERTY (NEW BUILDING) SINCE THE | | | SURVEY WAS COMPLETED. | | | 2. NOTE 8 ON THE SURVEY NEEDS TO BE UPDATED. REVISED | | | FEMA MAPS WERE ISSUED A FEW YEARS AGO. | | | 3. THE SURVEY AND ENGINEERING PLANS USE NGVD1929. THE | | | DRAINAGE CALCULATIONS REFERENCE NAVD1988. | | | 4. I COULD NOT FIND SECTION A-A OR SECTION B-B ON THE | | | PGD PLAN (SHEET CE1). | | | 5. THE SIDE SLOPES AND BOTTOM WIDTH OF THE SWALE NEED | | | TO BE DIMENSIONED ON THE TWO SECTIONS ON PGD PLAN | | | (SHEET CE1). | | | 6. THE DRIVE LANE BETWEEN THE TWO BUILDINGS WILL FLOOD | | | BEFORE THE DETENTION PONDS OVER TOP AND DRAIN TO THE | | | ROAD. | | | 7. DRAINAGE CALCULATIONS NEED TO PROVIDE PRE- VS POST- | | | DISCHARGE OR RUNOFF CALCULATIONS LEAVING THE SITE. | | | 8. CONSIDER REDUCING THE DEPTH OF THE PARKING SPACES | | | AND PROVIDE TWO FEET OF OVERHANG. WHEEL STOPS WILL NOT | | | BE NEEDED IF RAISED CURB IS USED. | | | | | | NOTE THE NAVD1988/NGVD1929 CONVERSION EQUATION IS NOT | | | NEEDED IF NGVD1929 (CITY?S OFFICIAL VERTICAL DATUM) IS | | | USED. | | | | | | WITH REGARDS, | | | TRACY L. WARD, P.E. | | | SENIOR STORMWATER ENGINEER | | | CITY OF WEST PALM BEACH | | | ENGINEERING SERVICES DEPARTMENT | | | 401 CLEMATIS ST., 4TH FLOOR | | | WEST PALM BEACH, FL 33401 | | | PHONE: 561-494-1120 | | | FAX: 561-494-1116 | | | CELL 561-351-0510 | | | [email protected] | | | |
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