| Date |
Text |
| 2023-07-13 12:09:32 | 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 PER CITY CODE |
| | SECTION 78-9 IS NGVD1929. THE NAVD1988 VERTICAL DATUM |
| | MAY BE USED IF THE CONVERSION EQUATION BETWEEN NAVD1988 |
| | AND NGVD1929 IS PROVIDED. LABEL THE VERTICAL DATUM AND |
| | LIST THE CONVERSION TO NGVD1929 EVERY PLAN SHEET WITH |
| | ELEVATION INFORMATION. NOTE SURVEY DATA NOTE #3 ON |
| | SHEET C-110 LISTS NGVD1929 AS THE VERTICAL DATUM OF |
| | ELEVATIONS. |
| | |
| | 2. SHEET C-300 |
| | A. LABEL THE EXISTING STORM MANHOLE LOCATED WITHIN THE |
| | STOP BAR FOR EAST BOUND HIBISCUS STREET AT THE FEC |
| | CROSSING. |
| | B. ADJUST LEADER ARROW FOR THE NOTE 'EXIST. 30" RCP |
| | STORM TO REMAIN', LOCATED TO THE RIGHT OF THE AERIAL |
| | WALKWAY HATCHING AND POINTING TO THE BACK OF CURB. |
| | |
| | 3. SHEET C-400 |
| | A. IS RXR STRIPING NEEDED FOR THE EB LEFT TURN LANE ON |
| | HIBISCUS? |
| | B. PROPOSED FLUSH PARKING MIDBLOCK ON THE EAST SIDE OF |
| | S. ROSEMARY AVE IS LOCATED AT MARKED PEDESTRIAN |
| | CROSSING. CAN THE PEDESTRIAN CROSSING REMAIN AND THE |
| | PARKING SPACES MOVED TO THE OTHER TWO PARKING AREAS |
| | NORTH AND SOUTH OF THE PEDESTRIAN CROSSING? |
| | C. SHOW AND LABEL THE NORTH R/W OF GARDENIA STREET. |
| | LABEL THE SOUTH R/W OF HIBISCUS ST AND THE WEST R/W OF |
| | S. ROSEMARY AVE. |
| | |
| | |
| | 4. RCP PIPE TO BE USED WITHIN THE CITY R/W. |
| | |
| | 5. VERIFY EXISTING MANHOLE SOUTHEAST OF STRUCTURE D-23 |
| | IS LARGE ENOUGH FOR THE PIPE COMING FROM D-23. |
| | |
| | 6. VERIFY THE EXISTING MANHOLE TO THE NORTH OF |
| | STRUCTURE D-19 IS LARGE ENOUGH FOR THE PIPE COMING FROM |
| | D-19 PLUS THE EXISTING PIPE FROM THE CATCH BASIN SOUTH |
| | OF THE MANHOLE. |
| | |
| | 7. JUSTIFY 18-INCH DIAMETER OUTFALL PIPES FROM THE |
| | DEVELOPMENT. |
| | |
| | 8. REMOVE EXTRA LINEWORK SHOWN ON CITY DETAIL ST-6 ON |
| | SHEET C-511. |
| | |
| | 9. LABEL ALL OF THE STREETS ON ALL PLAN VIEWS. |
| | |
| | 10. THERE MAY BE INSUFFICIENT HORIZONTAL CLEARANCE TO |
| | INSTALL SANITARY MANHOLES MH-01, MH-02 AND MH-03 |
| | BETWEEN THE EXISTING 12-INCH WATER MAIN AND THE 30-INCH |
| | STORM PIPE/EXFILTRATION TRENCH. |
| | |
| | 11. PROVIDE DETAILS OF THE UNDERGROUND STORMWATER |
| | SYSTEM. |
| | |
| | 12. LABEL DRAINAGE CONTROL STRUCTURES AND PROVIDE |
| | DETAILS OF THE CONTROL STRUCTURES. |
| | |
| | 13. THE CITY DOES NOT ALLOW BLEEDERS WITH EXFILTRATION |
| | TRENCH SYSTEMS. |
| | |
| | 14. HOW ARE THE ACO SLOT DRAINS AND AREA DRAINS |
| | CONNECTED TO THE STORMWATER MANAGEMENT SYSTEM? |
| | |
| | 15. PROVIDE CROSS SECTIONS FROM THE CENTERLINE OF THE |
| | RIGHT OF WAY TO THE FACE OF THE BUILDING AT EACH |
| | PROPERTY LINE. SHOW GRADE BREAKS, FLOW ARROWS, ETC. |
| | LABEL AND DIMENSION SURFACE FEATURES (CURB AND GUTTER, |
| | SIDEWALK, BUILDING, LANDSCAPE STRIPS, ETC.). PROVIDE |
| | DIMENSIONS FROM R/W TO EDGE OF PAVEMENT, BACK OF CURB, |
| | BACK OF SIDEWALK, FACE OF BUILDING. |
| | |
| | 16. PROVIDE CROSS SECTION AT EACH DRIVEWAY. SHOW GRADE |
| | BREAKS, FLOW ARROWS, ETC. LABEL AND DIMENSION SURFACE |
| | FEATURES (CURB AND GUTTER, SIDEWALK, BUILDING, |
| | LANDSCAPE STRIPS, ETC.). PROVIDE DIMENSIONS FROM R/W TO |
| | EDGE OF PAVEMENT, BACK OF GUTTER, BACK OF SIDEWALK, |
| | FACE OF BUILDING. |
| | |
| | 17. PROVIDE TYPICAL SECTIONS FOR GARDENIA ST, HIBISCUS |
| | ST. AND S. ROSEMARY AVE. |
| | |
| | 18. MOVE THE CONSTRUCTION ENTRANCE OUT OF THE RIGHT OF |
| | WAY. |
| | |
| | |
| | THE FOLLOWING COMMENTS MUST BE ADDRESSED PRIOR TO |
| | ISSUANCE OF CONSTRUCTION AUTHORIZATION INCLUDING |
| | BUILDING PERMITS AND ENGINEERING DEVELOPMENT APPROVAL. |
| | |
| | 1. MODIFY THE SFWMD ERP PERMIT AND PROVIDE A COPY OF |
| | THE SFWMD ERP AND NPDES NOI BEFORE START OF |
| | CONSTRUCTION. |
| | |
| | 2. PROVIDE EROSION AND SEDIMENT CONTROL PLAN WITH THE |
| | ENGINEERING PERMIT SUBMITTAL. |
| | |
| | 3. STORMWATER MANAGEMENT CALCULATIONS WILL BE REVIEWED |
| | WITH THE ENGINEERING PERMIT SUBMITTAL. |
| | |
| | TRACY WARD, PE |
| | SENIOR STORMWATER ENGINEER |
| | ENGINEERING SERVICES DEPARTMENT |
| | 561-494-1120 (O) |
| | [email protected] |
| | |
| |
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