| Date |
Text |
| 2020-04-28 22:01:28 | THE FOLLOWING COMMENTS ARE FROM THE REVIEW OF THE APRIL |
| | 20, 2020 SUBMITTAL REVIEW PACKAGE. |
| | |
| | SHEET 2 OF 7 EROSION CONTROL SHEET |
| | 1. MOVE GRAVEL ENTRANCE OUT OF THE RIGHT OF WAY AND |
| | ONTO THE SITE. THE SIDEWALK ALONG THE FRONTAGE SHOULD |
| | REMAIN ACCESSIBLE AT ALL TIMES EXCEPT WHEN PORTIONS ARE |
| | BEING REPLACED WITH 6" THICK CONCRETE AT THE PROPOSED |
| | DRIVEWAY CONNECTIONS. |
| | |
| | SHEET 3 OF 7 ENGINEERING PLAN |
| | 2. INCLUDE ADDITIONAL FLOW ARROWS AT THE DRIVEWAYS WEST |
| | OF SIDEWALK TO SHOW RUNOFF WILL FLOW TO THE ONSITE |
| | CACTCH BASINS. |
| | |
| | 3. ADDITONAL PROPOSED GRADES WILL BE NEEDED ON THE |
| | ENGINEERING PERMIT SUBMITTAL PLANS TO SHOW HOW MOST OF |
| | THE STORMWATER RUNOFF WILL JUST FLOW TO THE LOWEST |
| | CATCH BASIN IN THE NORTHEAST CORNER OF THE SITE. |
| | |
| | 4. REPLACE EXISTING SIDEWALK WITH 6" THICK CONCRETE AT |
| | PROPOSED DRIVEWAY LOCATIONS. |
| | |
| | 5. SHOW DETENTION AREA(S) (TOE OF SLOPE LINES) PROPOSED |
| | BEHIND THE SIDEWALK IN THE EAST AREA OF THE SITE. |
| | |
| | SHEET 4 OF 6 CROSS SECTIONS |
| | |
| | 6. LABEL MINIMUM PERIMETER ELEVATION BASED ON SFWMD |
| | CRITERIA. |
| | |
| | 7. SECTION B-B: SHOW SWALE SECTION IN 5' LANDSCAPE AREA |
| | TO KEEP RUNOFF FROM FLOWING DIRECTLY ONTO ADJACENT |
| | PROPERTY. |
| | |
| | 8. SECTION D-D: |
| | A. SECTION SHOWS ENCROACHMENT ONTO ADJACENT PROPERTY |
| | INCLUDING 2' OF "BERM" AND SIDE SLOPE DOWN TO MEET |
| | EXISTING GRADE ON ADJACENT PROPERTY. PROVIDE AGREEMENT |
| | FROM ADJACENT PROPERTY OWNER FOR THIS ENCROACHMENT AND |
| | WHO WILL MAINTAIN IT. |
| | |
| | B. IF #8A. CANNOT BE OBTAINED, SHOW A SWALE SECTION |
| | SOUTH OF THE PROPERTY LINE TO KEEP RUNOFF FROM FLOWING |
| | DIRECTLY ONTO ADJACENT PROPERTY. |
| | |
| | C. DIMENSION THE LOCATION OF THE FENCE FROM THE |
| | PROPERTY LINE OR EDGE OF PAVEMENT. |
| | |
| | D. INDICATE WHERE THE FENCE ON THE NORTH PROPERTY WILL |
| | BE LOCATED IF #8A IS OBTAINED. |
| | |
| | E. HOW WILL THE PERIMETER LANDSCAPING OUTSIDE THE FENCE |
| | BE MAINTAINED? |
| | |
| | 9. SECTIONS E-E AND G-G: |
| | A. SHOW CONCRETE DRIVEWAY APRON IN THE RIGHT OF WAY. |
| | |
| | B. REPLACE THE EXISTING SIDEWALK WITH 6" THICK |
| | CONCRETE. |
| | |
| | C. SHOW SWALE SECTION IN DRIVEWAY FOR DRAINAGE |
| | CONVEYANCE ACROSS THE DRIVEWAY. THE 2% CROSS SLOPE MAY |
| | NOT BE VALID. |
| | |
| | D. DIMENSION THE LOCATION OF THE PROPOSED FENCE FROM |
| | THE PROPERTY LINE OR EDGE OF PAVEMENT. |
| | |
| | E. MOVE THE PROPERTY LINE TO THE BACK OF SIDEWALK. |
| | |
| | SHEET 5 OF 7 DETAILS: |
| | 10. ELIMINATE THE BLEEDER IN THE CONTROL STRUCTURE. |
| | |
| | TRACY WARD, P.E. |
| | SENIOR STORMWATER ENGINEER |
| | ENGINEERING SERVICES DEPARTMENT |
| | [email protected] |
| | 561-494-1120 |
| | 561-351-0510 (M) |
| |
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