| Date |
Text |
| 2021-08-31 14:52:37 | THE FOLLOWING COMMENTS ARE FROM THE REVIEW OF THE |
| | ENGINEERING PLANS SUBMITTED 8/31/2021. |
| | |
| | 1. [SARTISFIED] PROVIDE SPOT GRADES OR FLOW ARROWS FOR |
| | THE PARKING AREAS NORTH OF BISCAYNE DR. |
| | |
| | 2. [SATISFIED] - PREVIOUS COMMENT: INDICATE IF THE |
| | SIDEWALK ALONG THE EAST SIDE OF THE PARKING LOT NORTH |
| | OF BISCAYNE DR WILL BE FLUSH OR ELEVATED WITH THE |
| | PARKING SPACES.] RESPONSE TO COMMENT WAS THAT THE |
| | SIDEWALK WOULD BE FLUSH WITH THE PARKING AREA. THESE |
| | PARKING SPACES ARE 16 FEET DEEP WITH TWO FEET OF |
| | OVERHANG ON THE SIDEWALK. WHEEL STOPS OR RAISED |
| | SIDEWALK WILL BE NEEDED TO PREVENT VEHICLES FROM |
| | PARKING FURTHER OVER THE SIDEWALK. |
| | |
| | 3. [SATISFIED] THE EXISTING CATCH BASINS THAT WILL BE |
| | CONNECTED TO EXFILTRATION TRENCHES SHOULD INCLUDE PRBS. |
| | PREVIOUS COMMENT: EXISTING CATCH BASINS IN THE PARKING |
| | LOT NORTH OF BISCAYNE DR SHOULD HAVE BAFFLES INSTALLED |
| | TO PROTECT THE EXFILTRATION TRENCHES. |
| | |
| | 4. [SATISFIED] CONSIDER USING THE EXISTING CATCH BASIN |
| | SOUTH OF S-102 INSTEAD OF STRUCTURE S-102 TO CONNECT |
| | THE NEW EXFILTRATION TRENCHES WITH THE EXISTING |
| | DRAINAGE SYSTEM. THIS WILL MOVE THE EAST-WEST DRAINAGE |
| | PIPE OUT OF THE LANDSCAPE ISLAND. |
| | |
| | 5. [SATISFIED] CONFIRM THE EXISTING DRAINAGE AND |
| | SANITARY SEWER MAINS ARE CORRECTLY SHOWN AT THE EAST |
| | END OF BISCAYNE DR (EAST OF THE ALLEY). |
| | |
| | 6. [SATISFIED] THE CITY MAY HAVE TO OBTAIN AN EASEMENT |
| | OVER THE EASTERN TWO CATCH BASINS AND DOWNSTREAM STORM |
| | PIPES AND STRUCTURES IN BISCAYNE DR. RIGHT OF WAY. |
| | |
| | 7. [SATISFIED] PROVIDE CROSS SECTION FOR DRIVEWAY ONTO |
| | FLAMINGO DR. |
| | |
| | 8. [SATISFIED] CURB INLET DRAINAGE STRUCTURE AT |
| | FLAMINGO DRIVE DRIVEWAY WILL NEED TO BE MODIFIED. SHOW |
| | PIPE CONNECTION(S) TO THE STRUCTURE. |
| | |
| | 9. [SATISFIED] THIS WILL BE CONFIRMED DURING |
| | ENGINEERING PERMIT SUBMITTAL. PREVIOUS COMMENT: THE |
| | DRAINAGE SYSTEM IS TO BE DESIGNED TO MEET SFWMD ERP |
| | CRITERIA. |
| | |
| | 10. [SATISFIED] RAISED CURB OR WHEEL STOPS WILL BE |
| | NEEDED AT THE END OF THE PARALLEL PARKING SPACES ON THE |
| | NORTH SIDE OF BISCAYNE DRIVE. |
| | |
| | 11. [SATISFIED] PARKING ALONG THE SOUTH SIDE OF |
| | BISCAYNE DRIVE SHOULD BE PROHIBITED OPPOSITE THE |
| | PARALLEL PARKING SPACES TO ALLOW SUFFICIENT BACKUP AREA |
| | BEHIND THE PARALLEL PARKING SPACES. |
| | |
| | 12. [SATISFIED] STRUCTURE S-102: SHOULD WEIR BE PLACED |
| | OVER THE EAST PIPE OPENING? SHOULD SOUTH INVERT BE |
| | INDICATED AS EAST INVERT? |
| | |
| | 13. [SATISFIED] THE WEST PIPE FOR THE STORM MANHOLE |
| | EAST OF THE ALLEY IS CALLED OUT AS 18-INCH CLAY PIPE |
| | BUT THE PIPELINE IS LABELED AS EXIST. 18-INCH RCP. |
| | |
| | 14. [SATISFIED] REMOVE THE PRIOR EXISTING IMPROVEMENTS |
| | SHOWN WHERE THE EXISTING SCHOOL BUILDING IS SHOWN. |
| | |
| | 15. [NOT SATISFIED] THE PARKING SPACES IN QUESTION ARE |
| | DIRECTLY SOUTH OF THE EXISTING SCHOOL BUILDING. |
| | PREVIOUS COMMENT: SHOW ON THE DEMOLITION PLAN THE |
| | REMOVAL OF THE SIDEWALK ALONG THE NORTH SIDE OF |
| | BISCAYNE DRIVE WHERE THE NEW PARALLEL PARKING SPACES |
| | ARE PROPOSED. |
| | |
| | 16. [SATISFIED] SUGGEST ADDING CROSSWALK STRIPING AND |
| | SIGNAGE ON BISCAYNE DRIVE AT THE CURB RAMPS EST OF THE |
| | ALLEY. |
| | |
| | 17. [SATISFIED] PROVIDE CONVERSION FACTOR BETWEEN NAVD |
| | 1988 AND NGVD 1929 ON ALL SHEETS WITH ELEVATION |
| | INFORMATIKON. |
| | |
| | 18. [NOT SATISFIED] LABEL THE EASEMENT(S) ON SHEET |
| | C2.1. PREVIOUS COMMENT: SHOW AND LABEL THE UTILITY |
| | EASEMENT(S) ON BISCAYNE DRIVE. |
| | |
| | 19. [SATISFIED] THE EXISTING 12" STORM TO BE CONNECTED |
| | TO THE NEW DRAINAGE SYSTEM WITH 18" X 12" TEE AT THE |
| | WEST END OF BISCAYNE DRIVE MAY REQUIRE THE TEE BE |
| | ROTATED UP OR DOWN. A STRUCTURE MAY BE NEEDED INSTEAD |
| | OF THE TEE TO MAKE THE CONNECTION. |
| | |
| | TRACY WARD, P.E. |
| | SENIOR STORMWATER ENGINEER |
| | ENGINEERING SERVICES DEPARTMENT |
| | [email protected] |
| | 561-494-1120 (O) |
| | 561-351-0510 (M) |
| |
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