| Date |
Text |
| 2022-09-08 12:56:43 | THIS IS A CONCEPTUAL LEVEL REVIEW. CONSTRUCTION LEVEL |
| | DETAILS, DESIGN CALCULATIONS AND THE POLLUTION |
| | PREVENTION PLAN WILL BE REVIEWED AS PART OF THE |
| | ENGINEERING DEVELOPMENT APPROVAL AND BUILDING PERMIT |
| | APPLICATION PROCESSES. |
| | |
| | THE FOLLOWING COMMENTS MUST BE ADDRESSED PRIOR TO SITE |
| | PLAN APPROVAL: |
| | |
| | 1. THE CITY?S OFFICIAL VERTICAL DATUM IS NGVD1929. THE |
| | CITY HAS ALLOWED THE USE OF NAVD1988 AS LONG AS THE |
| | CONVERSION EQUATION TO NGVD1929 AT THE PROJECT LOCATION |
| | IS PROVIDED. PROVIDE THE VERTICAL DATUM CONVERSION TO |
| | NGVD1929 ON THE SURVEY AND ENGINEERING PLAN SHEETS WITH |
| | ELEVATION INFORMATION. |
| | |
| | 2. PROVIDE CROSS SECTIONS FROM CENTERLINE OF RIGHTS OF |
| | WAY AND WEST PROPERTY LINE TO THE BUILDING FACES. SHOW |
| | AND LABEL SURFACE FEATURES, GRADE BREAKS, GENERAL |
| | SURFACE SLOPES, FINISHED FLOOR ELEVATION, RIGHT OF WAY |
| | LINES WITH THE STREET IDENTIFIED, DIMENSIONS FROM RIGHT |
| | OF WAY TO SURFACE FEATURES. |
| | |
| | 3. PROVIDE CROSS SECTIONS FOR ALL DRIVEWAYS FROM THE |
| | CENTERLINE OF THE ROAD TO 5 FEET PAST THE HIGH POINT OF |
| | THE DRIVEWAY. SHOW AND LABEL THE RIGHT OF WAY LINE, R/W |
| | STREET NAME, SURFACE FEATURES, SURFACE SLOPES, GRADE |
| | BREAKS, ETC. |
| | |
| | 4. N. DIXIE HWY IS MAINTAINED BY FDOT. FDOT WILL NEED |
| | TO APPROVE ALL PROPOSED IMPROVEMENTS WITHIN THE R/W. |
| | |
| | 5. EXPLAIN THE OPENINGS IN THE LANDSCAPE ISLANDS ON |
| | EITHER SIDE OF THE WEST DRIVEWAY TO 15TH STREET AND WHY |
| | THE OPENINGS ARE NOT ALONG THE FRONT OF SIDEWALK. |
| | |
| | 6. EXTEND SIDEWALK ALONG 14TH STREET TO THE SOUTHWEST |
| | PROPERTY CORNER. |
| | |
| | 7. SHOW THE CURB/SIDEWALK/DRIVEWAYS AND R/W LINE ALONG |
| | THE SOUTH SIDE OF 14TH ST AND THE NORTH SIDE OF 15TH |
| | ST. |
| | |
| | 8. NUMBER THE DRAINAGE STRUCTURES FOR EASE OF |
| | REFERENCE. |
| | |
| | 9. THE CITY DOES NOT ALLOW THE USE OF BLEEDERS WITH |
| | EXFILTRATION TRENCH SYSTEMS. |
| | |
| | 10. ENSURE THERE IS SUFFICIENT VERTICAL CLEARANCE |
| | WITHIN THE BUILDING TO MAINTAIN (CLEAN) THE DRAINAGE |
| | SYSTEM AND REPLACE THE EXFILTRATION TRENCHES WHEN THEY |
| | ARE NOT LONGER FUNCTIONING AS DESIGNED. |
| | |
| | 11. THERE APPEARS TO BE TWO SEPARATE DRAINAGE SYSTEMS ? |
| | ONE FOR THE NORTHEAST PARKING AREA WITHIN THE EAST |
| | DRIVEWAY TO 15TH ST AND ONE FOR THE REST OF THE PARKING |
| | AREAS. |
| | |
| | 12. THE CATCH BASINS BEHIND THE 15TH STREET SIDEWALK |
| | NEED TO BE LOWER THAN THE BACK OF SIDEWALK TO PREVENT |
| | RUNOFF FROM FLOWING ACROSS THE SIDEWALK. |
| | |
| | 13. THE SIDEWALK ALONG 14TH STREET MAY BE HIGHER THAN |
| | THE FFE OF 12.50 FT NAVD. |
| | |
| | 14. SHOW MILL AND RESURFACING LIMITS ON THE PRELIMINARY |
| | UTILITY PLAN. |
| | |
| | 15. SHOW STRIPING FOR THE MILL AND RESURFACING AREAS. |
| | |
| | 16. SHOW BIKE LANE ENDS SIGN FOR 15TH STREET. |
| | |
| | 17. THE PROPERTY LINE ACROSS THE ALLEY APPEARS TO BE |
| | SHOWN IMPROPERLY. THE ALLEY ABANDONMENT DOCUMENTS SHOW |
| | THE ABANDONMENT EXTENDING FROM THE EAST EP OR CURB LINE |
| | (WHERE THE ALLEY TURNS TO THE SOUTH) TO N. DIXIE HWY. |
| | THE SANITARY SEWER MANHOLE WHERE THE SEWER TURNS TO THE |
| | SOUTH WILL BE IN THE ALLEY RIGHT OF WAY AND NOT THE |
| | ALLEY EASEMENT. |
| | |
| | 18. REDUCE THE AMOUNT OF SURFACE RUNOFF FLOWING ACROSS |
| | THE 14TH STREET SIDEWALK ALONG THE ALLEY EASEMENT BY |
| | SLOPING THE PAVEMENT TO THE WEST (SHED SECTION) AND |
| | CREATING A SWALE/RETENTION AREA IN THE LANDSCAPE AREA |
| | WEST OF THE ALLEY EASEMENT. |
| | |
| | |
| | THE FOLLOWING COMMENTS MUST BE ADDRESSED PRIOR TO |
| | ISSUANCE OF CONSTRUCTION AUTHORIZATION INCLUDING |
| | BUILDING PERMITS AND ENGINEERING DEVELOPMENT APPROVAL. |
| | |
| | 1. DRAINAGE SYSTEM TO BE DESIGNED TO MEET SFWMD ERP |
| | CRITERIA. STORMWATER CALCULATIONS WILL BE REVIEWED WITH |
| | THE ENGINEERING PERMIT SUBMITTAL. |
| | |
| | 2. PROVIDE COPY OF SFWMD ERP PERMIT BEFORE START OF |
| | CONSTRUCTION. |
| | |
| | 3. PROVIDE EROSION AND SEDIMENT CONTROL PLAN WITH THE |
| | ENGINEERING PERMIT SUBMITTAL. |
| | |
| | |
| | |
| | TRACY WARD, PE |
| | SENIOR STORMWATER ENGINEER |
| | ENGINEERING SERVICES DEPARTMENT |
| | 561-494-1120 (O) |
| | 561-351-0510 (M) |
| | [email protected] |
| | |
| |
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