| Date |
Text |
| 2021-01-15 13:43:25 | THE FOLLOWING COMMENTS ARE FROM THE REVIEW OF THE |
| | 12/23/2020 SUBMITTAL PACKAGE. |
| | |
| | 1. PROPOSED NORTH CURB DOES NOT ALIGN WITH THE EXISTING |
| | CURB AT THE WEST END OF 2ND STREET. THERE IS ALSO A GAP |
| | BETWEEN THE START OF THE CURB AND THE BEGINNING OF THE |
| | WESTERN PARALLEL PARKING AREA. |
| | |
| | 2. AVOID PLACEMENT OF MANHOLES AND OTHER STRUCTURES |
| | WITHIN THE SIDEWALK. IF UNAVOIDABLE, LOCATE THE |
| | STRUCTURES AWAY FROM CROSS WALKS WHERE POSSIBLE. |
| | |
| | 3. DRAINAGE AND SANITARY SEWER PIPES AND STRUCTURES TO |
| | BE LOCATED A MINIMUM DISTANCE OF 3 FEET (5 FEET |
| | PREFERRED) FROM WATER MAINS. |
| | |
| | 4. EASEMENT WILL NEED TO BE PROVIDED TO THE CITY FOR |
| | THE STORM PIPE BETWEEN S-204 AND THE EXISTING CATCH |
| | BASIN IF THE DESIGN DOES NOT CHANGE. |
| | |
| | 5. WHAT IS THE PURPOSE OF STRUCTURE S-201, A TYPE 'D' |
| | DBI IN THE PARKWAY OF 3RD STREET? |
| | |
| | 6. WILL CONSTRUCTION EASEMENTS BE NEEDED TO INSTALL THE |
| | DRAINAGE SYSTEM ALONG THE WEST PROPERTY BOUNDARY? |
| | |
| | 7. VERIFY THE HGL BETWEEN STRUCTURE CS-1 AND S-101 WILL |
| | NOT EXCEED THE RIM ELEVATION OF S-101. |
| | |
| | 8. SHOW WHERE THE CROSS SECTIONS PROVIDED ON SHEET C3.1 |
| | ARE TAKEN. LABEL THE PARTICULAR STREET RIGHT OF WAY ON |
| | EACH SECTION. |
| | |
| | 9. ASSUMING SECTION A IS FOR THE WEST PROPERTY LINE |
| | NORTH OF THE ALLEY, DIMENSION THE HORIZONTAL DISTANCE |
| | BETWEEN THE PROPERTY LINE AND THE CENTER OF THE 18" |
| | STORM PIPE. |
| | |
| | 10. ASSUMING SECTION B IS FOR THE WEST PROPERTY LINE |
| | SOUTH OF THE ALLEY,DIMENSION THE HORIZONTAL DISTANCE |
| | BETWEEN THE PROPERTY LINE AND THE CENTER OF THE 18" |
| | STORM PIPE. |
| | |
| | 11. ASSUMING SECTION C IS FOR 2ND STREET (30' R/W), |
| | CREATE A DEPRESSION BETWEEN THE BACK OF CURB AND FRONT |
| | OF WALK TO CAPTURE THE STORMWATER RUNOFF FORM THE |
| | SIDEWALK. SHOW WHERE THE EXISTING C&G ON THE NORTH SIDE |
| | IS LOCATED IN RELATION TO THE NORTH R/W LINE. |
| | |
| | 12. PROVIDE A SECTION OF 2ND STREET WHERE THERE WILL |
| | NOT BE PARKING ON THE NORTH SIDE OF THE STREET. |
| | |
| | 13. ASSUMING SECTION D IS FOR ROSEMARY AVE, CAN THE FFE |
| | OF 22.0 FT NAVD FOR THE LEASING LOBBY AT THE SE CORNER |
| | OF THE DEVELOPMENT BE LOWERED TO REDUCE THE SIDEWALK |
| | ELEVATION OF 21.85 FT AND THEREBY FLATTEN THE SLOPE |
| | BETWEEN THE SIDEWALK AND BACK OF CURB? AS CURRENTLY |
| | DESIGNED, THIS SLOPE IS AROUND 4:1. THE FFE OF THE REST |
| | OF THE DEVELOPMENT ALONG ROSEMARY AVE. IS 20.6 FT NAVD. |
| | |
| | 14. CONSIDER USING PERVIOUS PAVERS TO REDUCE THE AMOUNT |
| | OF STORMWATER RUNOFF. |
| | |
| | 15. ON THE DRAINAGE PLAN, THE VIEWPORT SCALE DOES NOT |
| | MATCH THE SHEET SCALE. THE DIMENSIONED LINES APPEAR TO |
| | BE 10% SHORTER USING THE SHEET SCALE. |
| | |
| | 16. ASSUMING SECTION E IS FOR 3RD ST., THE SECTION |
| | SHOWS THE R/W AS 25 FEET WIDE AND THE SURVEY HAS THE |
| | RIGHT OF WAY AT 50 FEET WIDE. |
| | |
| | 17. HOW WILL RUNOFF FLOWING INTO THE 3 PARKING SPACES |
| | DIRECTLY EAST OF THE MIDBLOCK CROSSWALK ON 3RD ST AND |
| | INTO THE PARKLING SPACES ON 2ND STREET REACH A DRAINAGE |
| | STRUCTURE? |
| | |
| | 18. ON 3RD STREET, CONSIDER SLOPING THE PROPOSED |
| | PARKING TOWARD THE STREET AND INSTALL VALLEY GUTTER |
| | WHERE THE EXISTING TYPE 'F' C&G IS LOCATED. TYPE 'D' |
| | CURB CAN THEN BE INSTALLED AT THE HIGH SIDE OF THE |
| | PARKIG SPACE AND DRAINAGE STRUCTURES S-201 AND S-203 |
| | MAY NOT BE NEEDED. |
| | |
| | 19. PROVIDE SMALL RETENTION AREAS BEHIND THE NORTH |
| | SIDEWALK OF 2ND STREET BETWEEN STOOPS TO REDUCE THE |
| | AREA DIRECLTY DRAINING TO THE R/W. |
| | |
| | 20. INDICATE HOW THE PROPOSED DRIVEWAY TO SAPODILLA AVE |
| | WILL DRAIN. |
| | |
| | 21. WILL CURB RAMPS BE NEEDED ON EITHER SIDE OF THIS |
| | DRIVEWAY? |
| | |
| | 22. PROFILE VIEWS OF ALL PROPOSED STORM PIPES WITHIN |
| | THE RIGHT OF WAY WILL NEED TO BE PROVIDED WITH THE |
| | ENGINEERING PERMIT APPLICATION. |
| | |
| | TRACY WARD, PE |
| | SENIOR STORMWATER ENGINEER |
| | ENGINEERING SERVICES DEPARTMENT |
| | 561-494-1120 (O) |
| | 561-351-0510 (M) |
| | [email protected] |
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