| Date |
Text |
| 2021-08-03 16:32:15 | THE FOLLOWING COMMENTS ARE FROM THE REVIEW OF THE |
| | ENGINEERING PLANS SUBMITTED 7/28/2021. |
| | |
| | 1. [NOT SATISFIED] PROVIDE SPOT GRADES OR FLOW ARROWS |
| | FOR THE PARKING AREAS NORTH OF BISCAYNE DR. |
| | |
| | 2. [NOT 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. [PARTIALLY 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. [NOT SATISFIED] PROVIDE CROSS SECTION FOR DRIVEWAY |
| | ONTO FLAMINGO DR. |
| | |
| | 8. [NOT 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. |
| | |
| | NEW COMMENTS: |
| | 10. RAISED CURB OR WHEEL STOPS WILL BE NEEDED AT THE |
| | END OF THE PARALLEL PARKING SPACES ON THE NORTH SIDE OF |
| | BISCAYNE DRIVE. |
| | |
| | 11. 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. STRUCTURE S-102: SHOULD WEIR BE PLACED OVER THE |
| | EAST PIPE OPENING? SHOULD SOUTH INVERT BE INDICATED AS |
| | EAST INVERT? |
| | |
| | 13. 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. REMOVE THE PRIOR EXISTING IMPROVEMENTS SHOWN WHERE |
| | THE EXISTING SCHOOL BUILDING IS SHOWN. |
| | |
| | 15. 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. SUGGEST ADDING CROSSWALK STRIPING AND SIGNAGE ON |
| | BISCAYNE DRIVE AT THE CURB RAMPS EST OF THE ALLEY. |
| | |
| | 17. PROVIDE CONVERSION FACTOR BETWEEN NAVD 1988 AND |
| | NGVD 1929 ON ALL SHEETS WITH ELEVATION INFORMATIKON. |
| | |
| | 18. SHOW AND LABEL THE UTILITY EASEMENT(S) ON BISCAYNE |
| | DRIVE. |
| | |
| | 19. 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) |
| | |
| | |
| |
Print |
