| Date |
Text |
| 2022-03-09 09:54:59 | 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. NGVD1929 TO NAVD1988 CONVERSION EQUATION IS |
| | DIFFERENT BETWEEN THE SURVEY AND THE ENGINEERING PLAN. |
| | |
| | 2. REDUCE THE AMOUNT OF DRAINAGE PIPE IN THE RIGHT OF |
| | WAY BY CONNECTING TO THE EXISTING VALLEY GUTTER INLET |
| | BETWEEN THE ON-STREET PARKING SPACES. |
| | |
| | 3. LABEL THE ONSITE DRAINAGE CONTROL STRUCTURE. |
| | |
| | 4. THERE IS A PROPOSED FPL CHARGING STATION PROJECT ON |
| | THE SOUTH SIDE OF THE ALLEY. SHOW THE DRIVEWAY OPENING |
| | AND OTHER PROPOSED IMPROVEMENTS ALONG THE SOUTH R/W OF |
| | THE ALLEY FROM THAT PROJECT ON THE CONCEPTUAL |
| | ENGINEERING PLAN. |
| | |
| | 5. REVIEW THE CITY?S PROPOSED UTILITY PROJECT IN THE |
| | ALLEY BETWEEN ROSEMARY AVE AND QUADRILLE PLAZA DRIVE. |
| | |
| | 6. LABEL THE WEST RIGHT OF WAY LINE OF QUADRILLE PLAZA |
| | DRIVE. |
| | |
| | 7. GARAGE OPENING TO BE OF SUFFICIENT HEIGHT FOR |
| | MAINTENANCE VEHICLES TO ACCESS THE DRAINAGE SYSTEM |
| | UNDER THE BUILDING. |
| | |
| | 8. SHOW EXISTING AND PROPOSED UTILITIES ON THE |
| | LANDSCAPE PLANS. |
| | |
| | 9. PROVIDE CROSS SECTIONS FROM SOUTH ALLEY RIGHT OF WAY |
| | TO FACE OF BUILDING AND TO 30 FEET INSIDE BUILDING AT |
| | THE DRIVEWAY. LABEL RIGHT OF WAY LINES AND PROVIDE |
| | DIMENSIONS FROM THE RIGHT OF WAY TO BUILDING FACE AND |
| | SHOW GENERAL SURFACE SLOPES. |
| | |
| | 10. EXTRA SET OF DOORS SHOWN ON CONCEPTUAL ENGINEERING |
| | PLAN OPENING ON QUADRILLE PLAZA DRIVE. |
| | |
| | |
| | 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, IF REQUIRED. |
| | |
| | 3. PROVIDE AN EROSION CONTROL PLAN WITH DETAILS. |
| | |
| | TRACY WARD, PE |
| | SENIOR STORMWATER ENGINEER |
| | ENGINEERING SERVICES DEPARTMENT |
| | 561-494-1120 (O) |
| | 561-351-0510 (M) |
| | [email protected] |
| | |
| |
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