| Date |
Text |
| 2023-05-10 17:07:34 | 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. 45TH ST. IS MAINTAINED BY PALM BEACH COUNTY. ANY |
| | WORK PROPOSED IN THE R/W WILL NEED TO BE PERMITTED BY |
| | PBC. |
| | |
| | 2. REMOVE REFERENCES TO BROWARD COUNTY. |
| | |
| | 3. IF SITE IS WITHIN A SPECIAL FLOOD HAZARD AREA THEN |
| | THE BUILDINGS AND MECHANICAL EQUIPMENT ARE TO BE |
| | LOCATED A MINIMUM OF TWO FEET ABOVE THE BASE FLOOD |
| | ELEVATIONS (2 FEET OF FREEBOARD). SITE DOES NOT APPEAR |
| | TO BE WITHIN A SFHA. |
| | |
| | 4. PROVIDE LETTER FROM ADJACENT PROPERTY OWNER TO THE |
| | SOUTH (SCHOOL BOARD OF PALM BEACH COUNTY) OR OWNER OF |
| | ANY DRAINAGE EASEMENT APPROVING THE DRAINAGE CONNECTION |
| | AND DISCHARGE ONTO THEIR SITE OR EASEMENT. PROVIDE A |
| | COPY OF THE EASEMENT IF APPLICABLE. |
| | |
| | 5. LABEL MH#9 ON SHEET C-1. |
| | |
| | 6. WALL FOOTERS SHOULD BE CONSTRUCTED ENTIRELY WITHIN |
| | THE PROPERTY BOUNDARY. |
| | |
| | 7. EXPLAIN OR SHOW HOW THE RETENTION AREAS WILL DRAIN. |
| | RE-LABEL AS DETENTION AREAS IF THERE WILL BE |
| | CONNECTIONS TO THE ONSITE DRAINAGE SYSTEM AND OUTFALL |
| | PIPE. |
| | |
| | 8. CREATE A SWALE ALONG THE BACK OF SIDEWALK ALONG 45TH |
| | STREET TO PREVENT DIRECT RUNOFF ONTO THE SIDEWALK. |
| | |
| | 9. LABEL THE LANDSCAPE BUFFER ON SECTION B-B. |
| | |
| | 10. ADD TO SHEET C-2 THE VERTICAL DATUM CONVERSION |
| | EQUATION TO NGVD1929. |
| | |
| | 11. CONSIDER REDUCING THE AMOUNT OF IMPERVIOUS AREA BY |
| | REDUCING THE PARKING STALL DEPTHS AND PROVIDING TWO |
| | FEET OF LANDSCAPED OVERHANG. THE RAISED CURB CAN |
| | FUNCTION AS THE WHEEL STOPS. |
| | |
| | 12. LABEL TOP AND BOTTOM ELEVATIONS OF THE EXFILTRATION |
| | TRENCH AND TRENCH WIDTH ON THE EXFILTRATION TRENCH |
| | DETAIL. ADD THE VERTICAL DATUM AND CONVERSION EQUATION |
| | TO NGVD1929 TO THE SHEET. |
| | |
| | 13. MOVE STOP SIGN/STOP BAR 4 FEET FROM BACK OF |
| | SIDEWALK. |
| | |
| | 14. PROVIDE A CROSS SECTION OF THE DRIVEWAY. SHOW AND |
| | LABEL RIGHT OF WAY (45TH ST), SURFACE BREAKS, |
| | DIMENSIONS BETWEEN SURFACE BREAK POINTS, GENERAL |
| | SURFACE SLOPES AND MATERIAL, HIGH POINT OF DRIVEWAY AND |
| | DISTANCE FROM THE R/W. MINIMIZE THE DISTANCE TO THE |
| | DRIVEWAY HIGH POINT BY MAXIMIZING THE DRIVEWAY SLOPE |
| | BEHIND THE SIDEWALK. PROVIDE ADA COMPLIANT SIDEWALK |
| | ACROSS THE DRIVEWAY APRON. |
| | |
| | 15. PROVIDE PARKING SPACE STRIPING DETAIL AS SHOWN IN |
| | SECTION 94-485 OF THE CITY'S CODE OF ORDINANCES. |
| | |
| | 16. NO SURVEY WAS PROVIDED. |
| | |
| | 17. NO WATER AND SEWER PLAN WAS PROVIDED. |
| | |
| | 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] |
| | |
| |
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