| Date |
Text |
| 2022-10-13 00:06:45 | THIS IS A CONCEPTUAL LEVEL REVIEW. CONSTRUCTION LEVEL |
| | DETAILS, DESIGN CALCULATIONS AND THE POLLUTION |
| | PREVENTION PLAN WILL BE REVIEWED AS PART OF THE |
| | ENGINEERING DEVELOPMENT APPROVAL AND BUILDING PERMIT |
| | APPLICATION PROCESSES. |
| | |
| | THE FOLLOWING COMMENTS MUST BE ADDRESSED PRIOR TO SITE |
| | PLAN APPROVAL: |
| | |
| | 1. OKEECHOBEE BLVD IS MAINTAINED BY FDOT. CONGRESS AVE |
| | IS MAINTAINED BY PALM BEACH COUNTY. ANY WORK WITHIN |
| | EITHER R/W WILL REQUIRE APPROVAL FROM THE RESPECTIVE |
| | AGENCY. |
| | |
| | 2. REPLACE THE DRIVEWAY APRONS AND DROP CURBS FOR THE |
| | DRIVEWAYS THAT WILL ARE BEING ELIMINATED FROM THE SITE |
| | PLAN. |
| | |
| | 3. INDICATE IF THE EXISTING BOLLARDS ALONG THE SOUTH |
| | PROPERTY LINE ARE TO BE REMOVED OR REPLACED. THE |
| | CONSTRUCTION OF THE STORM PIPE MAY HAVE AN IMPACT ON |
| | SOME OF THE BOLLARDS. |
| | |
| | 4. CONSIDER PROVIDING 2 FEET OF LANDSCAPE OVERHANG FOR |
| | THE PARKING SPACES ALONG THE SOUTH PROPERTY LINE AND |
| | CONSTRUCTING TYPE D CURB INSTEAD OF TYPE F CURB AND |
| | GUTTER. CONSIDER PROVIDING 2 FEET OF LANDSCAPE OVERHANG |
| | FOR THE PARKING SPACES ALONG THE EAST PROPERTY LINE. |
| | |
| | 5. THE EXISTING WEST PIPE TO STRUCTURE #19 IS SHOWN TO |
| | BE REMOVED ON THE DEMOLITION PLAN BUT A NEW PIPE IS NOT |
| | SHOWN ON THE PDG PLAN. |
| | |
| | 6. CONSIDER USING A DIAGONAL HATCH PATTERN ON THE |
| | DEMOLITION PLAN TO INDICATE THE ITEMS TO BE REMOVED. |
| | |
| | 7. BE CONSISTENT IN THE VERTICAL DATUM USED ON THE |
| | SURVEY AND ENGINEERING PLANS. THE SURVEY LISTS |
| | NGVD1929. THE ENGINEERING PLANS LIST NAVD1988. PROVIDE |
| | THE CONVERSION EQUATION BETWEEN NGVD1929 AND NAVD1988 |
| | IF NAVD1988 IS USED. LIST THE VERTICAL DATUM AND |
| | CONVERSION EQUATION (IF APPLICABLE) ON EVERY SHEET WITH |
| | ELEVATION INFORMATION. |
| | |
| | 8. INCLUDE PRB???S IN STRUCTURES ATTACHED TO |
| | EXFILTRATION TRENCHES TO PROLONG THE LIFE OF THE |
| | EXFILTRATION TRENCHES. PROVIDE A PRB DETAIL. |
| | |
| | 9. CONSIDER ADDING A TRENCH DRAIN AT THE BOTTOM OF THE |
| | RAMP ON THE WEST SIDE OF THE PROPOSED BUILDING TO |
| | COLLECT THE RUNOFF COMING DOWN THE RAMP. |
| | |
| | 10. THE SURVEY DOES NOT IDENTIFY THE AE13.4 FLOOD ZONE |
| | AT THE NORTHEAST AREA OF THE SITE. |
| | |
| | 11. STRUCTURES WITHIN A SPECIAL FLOOD HAZARD AREA ARE |
| | REQUIRED TO HAVE A MINIMUM OF 2 FEET OF FREEBOARD ABOVE |
| | THE BASE FLOOD ELEVATION. |
| | |
| | 12. PROVIDE A SCALE BAR ON THE SURVEY. |
| | |
| | 13. THE PGD PLAN CALLS OUT TWO CONTROL STRUCTURES. |
| | |
| | 14. ADD LEADERS TO THE STRUCTURE AND PIPE LABELS. WHERE |
| | IS STRUCTURE #8? |
| | |
| | 15. DON???T SHOW ON THE PGD PLAN EXISTING STORM PIPE |
| | AND STRUCTURES THAT ARE BEING REMOVED. |
| | |
| | 16. CONTROL STRUCTURE DETAIL LABELS THE WEIR ELEVATION |
| | AS 13.50 FEET NAVD1988. THE EXFILTRATION TRENCH DETAIL |
| | LABELS THE WEIR ELEVATION AS 16.50 FT NAVD AND THE |
| | LOWEST FINISHED GRADE AS 15.00 FT NAVD. |
| | |
| | 17. LABEL EXISTING UTILITIES (SIZE, MATERIAL) ON THE |
| | PGD PLAN. |
| | |
| | |
| | THE FOLLOWING COMMENTS MUST BE ADDRESSED PRIOR TO |
| | ISSUANCE OF CONSTRUCTION AUTHORIZATION INCLUDING |
| | BUILDING PERMITS AND ENGINEERING DEVELOPMENT APPROVAL. |
| | |
| | 1. DRAINAGE SYSTEM TO BE DESIGNED TO MEET SFWMD ERP |
| | CRITERIA. STORMWATER CALCULATIONS WILL BE REVIEWED WITH |
| | THE ENGINEERING PERMIT SUBMITTAL. |
| | |
| | 2. PROVIDE COPY OF SFWMD ERP PERMIT BEFORE START OF |
| | CONSTRUCTION. |
| | |
| | 3. PROVIDE EROSION AND SEDIMENT CONTROL PLAN WITH THE |
| | ENGINEERING PERMIT SUBMITTAL. |
| | |
| | |
| | TRACY WARD, PE |
| | SENIOR STORMWATER ENGINEER |
| | ENGINEERING SERVICES DEPARTMENT |
| | 561-494-1120 (O) |
| | [email protected] |
| | |
| |
Print |
