| Date |
Text |
| 2020-08-25 00:42:03 | THE FOLLOWING COMMENTS ARE FROM THE REVIEW OF THE |
| | AUGUST 5, 2020 SUBMITTAL REVIEW PACKAGE: |
| | |
| | 1. THE ENGINEERING PLANS INCLUDE EXFILTRATION TRENCH |
| | DETAILS BUT THE DRAINAGE PLAN DOES NOT SHOW ANY |
| | DRAINAGE STRUCTURES OR EXFILTRATION TRENCHES. [NOT |
| | SATISFIED] THERE IS NO NEED TO INCLUDE DETAILS FOR |
| | ITEMS THAT ARE NOT PART OF THE PLAN. |
| | |
| | 2. PROVIDE CROSS SECTIONS FROM ROAD CENTERLINES TO |
| | FACES OF BUILDING. [PARTIALLY SATISFIED] LABEL S. DIXIE |
| | HWY ON SECTION B-B. |
| | |
| | 2.1 [NEW COMMENT] REVIEW FL BUILDING CODE 1804.4 SITE |
| | GRADING WITH REGARDS TO THE GRADING AROUND THE |
| | BUILDING. |
| | |
| | 2.2 [NEW COMMENT] SHOW SWALES ALONG SOUTH AND EAST |
| | PROPERTY LINES TO PREVENT DIRECT STORMWATER RUNOFF TO |
| | THE SIDEWALK AND ADJACENT PROPERTY. |
| | |
| | 3. PROVIDE SWALES ON N, W AND S SIDES OF BUILDING TO |
| | CAPTURE STORMWATER RUNOFF AND PROMOTE INFILTRATION. |
| | (SATISFIED] |
| | |
| | 4. SHOW LOCATIONS OF THE ROOF DRAIN DOWNSPOUTS. THEY |
| | SHOULD DISCHARGE TO PERVIOUS AREAS OR BE CONNECTED TO |
| | THE DRAINAGE SYSTEM. [SATISFIED] SECOND PART OF |
| | COMMMENT CAN BE CONDIITONAL APPROVAL OF THE SITE PLAN. |
| | THE FIRST PART OF COMMENT CAN BE ADDRESSED WITH THE |
| | ENGINEERING PERMIT SUBMITTAL. |
| | |
| | 5. BELVEDERE ROAD IS MAINTAINED BY PALM BEACH COUNTY. |
| | APPROVAL FROM THE COUNTY IS REQUIRED FOR ANY |
| | IMPROVEMENTS WITHIN BELVEDERE ROAD RIGHT OF WAY.[NOT |
| | SATISFIED] SEE ADDITIONAL COMMENTS RELATED TO THE |
| | BELVEDERE ROAD R/W BELOW. |
| | |
| | 6. DRAINAGE SYSTEM TO BE DESIGNED TO MEET SFWMD ERP |
| | CRITERIA. [NOT SATISFIED] BELOW IS SOME BUT NOT ALL OF |
| | THE SFWMD CRITERIA THAT WILL NEED TO BE MET. |
| | A. OFFISTE DISCHARGE TO BE CONTROLLED UPTO AND |
| | INCLUDING THE 25-YEAR 3-DAY STORM EVENT. \ |
| | B. POST-DEVELOPMENT DISCHARGE RATE CANNOT EXCEED |
| | PRE-DEVELOPMENT DISCHARGE RATE. |
| | C. WATER QUALITY TREATMENT TO BE PROVIDED PER SFWMD |
| | CRITERIA OF THE LARGER OF 1" OF RUNOFF OR 2.5" TIMES |
| | PERCENT IMPERVIOUSNESS. |
| | D. RETENTION/DETENION AREAS TO INCLUDE MECHANISMS FOR |
| | RETURNING THE GROUNDWATER LEVEL TO CONTROL ELEVATION. |
| | |
| | NEW COMMENTS: |
| | 7. REMOVE THE DRIVEWAY FLARES BEHIND THE SIDEWALK. |
| | |
| | 8. SHOW THE REPLACEMENT OF THE SIDEWALK WHERE THE |
| | DRAINAGE PIPE IS BEING REMOVED. |
| | |
| | 9. REPLACE SIDEWALK ACROSS DRIVEWAY APRON IF SLOPES DO |
| | NOT MEET ADA CRITERIA. |
| | |
| | 10. MOVE THE HIGHPOINT OF THE DRIVEWAY TO THE BACK OF |
| | SIDEWALK. |
| | |
| | 11. THE IRRIGATION PLAN SHOWS PART OF THE IRRIGATION |
| | SYSTEM OUTSIDE THE PROPERTY LINE. |
| | |
| | TRACY WARD, PE |
| | SENIOR STORMWATER ENGINEER |
| | ENGINEERING SERVICES DEPARTMENT |
| | 561-494-1120 (O) |
| | 561-351-0510 (M) |
| | [email protected] |
| |
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