| Plan Review Notes For Project Z18100016 |
| Project Number |
Z18100016 |
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| Review Stop |
STORM |
| Sequence Number |
3 |
|
| Notes |
| Date |
Text |
| 2019-03-05 17:36:18 | THE FOLLOWING COMMENTS ARE FROM THE REVIEW OF THE | | | FEBRUARY 19, 2019 SUBMITTAL PACKAGE: | | | | | | 1. REVISE THE NGVD 1929 FFE FOR THE PROPOSED BUILDING | | | (ON SEVERAL CIVIL SHEETS). VERTICAL DATUM CONVERSION | | | BETWEEN NAVD 1988 AND NGVD 1929 IS SHOWN AS 1.54 FEET. | | | 1.53 FEET WAS USED FOR THE FFE CONVERSION. | | | | | | 2. STAFF CANNOT FIND THE VERTICAL DATUM REFERENCE AND | | | CONVERSION EQUATION TO NGVD 1929 ON SHEET C-6 (REPEAT | | | COMMENT). | | | | | | 3. VERIFY THE STORM PIPE SIZE (15" HDPE) LISTED FOR | | | UTILITY CROSSINGS 1 AND 2 ON SHEET C-6. SHEET C-5 SHOWS | | | AN 18" HDPE ON THE SOUTH SIDE OF THE TYPE 'V' GUTTER | | | INTLET. | | | | | | 4. SHEET C-5 SHOWS A SPOT GRADE OF 18.25 FEET NAVD 1988 | | | IN THE PERVIOUS AREA IN THE MIDDLE OF THE PAVED DRIVE | | | AND ALSO BETWEEN CONTOURS 17 AND 18. AN ADDITIONAL 18 | | | CONTOUR LINE IS NEEDED SOUTH OF THE SPOT GRADE. | | | | | | 5. BUILDING APPEARS TO BE PROPOSED WITHIN A SPECIAL | | | FLOOD HAZARD AREA (SFHA). THE FEMA FLOOD ELEVATION | | | SHOULD BE LISTED ON THE SURVEY. MINIMUM 2 FEET OF | | | FREEBOARD IS REQUIRED FOR STRUCTURES CONSTRUCTED WITHIN | | | A SFHA. | | | | | | TRACY L. WARD, P.E. | | | SENIOR STORMWATER ENGINEER | | | ENGINEERING SERVICES DEPARTMENT | | | [email protected] | | | 561-494-1120 |
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