| Date |
Text |
| 2023-06-01 19:21:46 | 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 IS |
| | NGVD1929. THE NAVD1988 VERTICAL DATUM MAY BE USED IF |
| | THE CONVERSION EQUATION BETWEEN NAVD1988 AND NGVD1929 |
| | IS PROVIDED. LIST THE CONVERSION EQUATION TO NGVD1929 |
| | ON THE SURVEY. PROVIDE THE VERTICAL DATUM REFERENCE AND |
| | CONVERSION EQUATION TO NGVD1929 ON EVERY DRAWING WITH |
| | ELEVATION INFORMATION. |
| | |
| | 2. EXISTING STORM PIPE FROM PROPOSED CONTROL STRUCTURE |
| | APPEARS TO BE MISLABELED AS 10-INCH RCP. SPENCER DRIVE |
| | AS-BUILT PLANS LABEL THE PIPE AS 24-INCH RCP. |
| | |
| | 3. NUMBER THE STRUCTURES FOR EASE OF REFERENCE. |
| | |
| | 4. OKEECHOBEE BLVD IS MAINTAINED BY FDOT. ANY |
| | IMPROVEMENTS IN THE RIGHT OF WAY TO BE APPROVED AND |
| | PERMITTED BY FDOT. |
| | |
| | 5. REPLACE EXISTING DROP CURBS AND DRIVEWAY APRONS THAT |
| | WILL NOT BE USED WITH TYPE F CURB AND GUTTER AND ADA |
| | COMPATIBLE SIDEWALK. |
| | |
| | 6. DO NOT SHOW THE CURBS, ON THE SIDES OF THE DRIVEWAY |
| | APRONS, CROSSING THE EXISTING SIDEWALK. |
| | |
| | 7. DRAINAGE SYSTEM TO BE DESIGNED TO MEET SFWMD ERP |
| | CRITERIA. |
| | |
| | 8. PROVIDE THE FOLLOWING DETAILS: |
| | A. DRAINAGE CONTROL STRUCTURE. NOTE THE CITY DOES NOT |
| | ALLOW THE USE OF BLEEDERS WITH EXFILTRATION TRENCH |
| | SYSTEMS. |
| | B. EXFILTRATION TRENCH. LABEL TOP AND BOTTOM |
| | ELEVATIONS, TRENCH WIDTH, WET SEASON WATER TABLE |
| | ELEVATION. |
| | C. POLLUTION RETARDANT BAFFLE |
| | D. CITY'S DRIVEWAY DETAIL(S) |
| | E. CITY'S SIDEWALK DETAIL |
| | F. CITY'S CURB AND GUTTER DETAILS |
| | |
| | 9. PARKING SPACE STRIPING AND DIMENSIONS TO MEET CITY |
| | CODE SECTION 94-485. |
| | |
| | 10. IS A STOP BAR AND STOP SIGN NEEDED AT THE SPENCER |
| | DRIVE DRIVEWAY AHEAD OF THE SIDEWALK? |
| | |
| | 11. PROVIDE THE FOLLOWING CROSS SECTIONS. LABEL |
| | PROPERTY LINES / RIGHT OF WAY LINES, SURFACE FEATURES, |
| | NAMES OF RIGHTS OF WAY. SHOW BREAK POINTS AND GENERAL |
| | SURFACE SLOPES. PROVIDE DIMENSIONS FROM RIGHT OF WAY OR |
| | PROPERTY LINE TO EDGE OF PAVEMENT, TO BACK OF CURB, TO |
| | BACK OF SIDEWALK, TO SURFACE BREAK POINTS. |
| | A. OKEECHOBEE DRIVE DRIVEWAY FROM EDGE OF PAVEMENT TO 5 |
| | FEET BEYOND THE HIGH POINT OF THE DRIVEWAY. |
| | B. AT SOUTH AND EAST SIDES OF THE BUILDING FROM EDGE OF |
| | PAVEMENT OF THE ROAD TO THE FACE OF THE BUILDING. |
| | C. AT WEST AND NORTH PROPERTY LINES FROM THE PROPERTY |
| | LINE TO THE FACE OF THE BUILDING. LABEL THE BOTTOM |
| | WIDTH AND SIDE SLOPES OF THE DETENTION AREA. |
| | |
| | 12. SHOW UTILITIES ON THE LANDSCAPE PLANS. |
| | |
| | |
| | THE FOLLOWING COMMENTS MUST BE ADDRESSED PRIOR TO |
| | ISSUANCE OF CONSTRUCTION AUTHORIZATION INCLUDING |
| | BUILDING PERMITS AND ENGINEERING DEVELOPMENT APPROVAL. |
| | |
| | 1. STORMWATER CALCULATIONS WILL BE REVIEWED WITH THE |
| | ENGINEERING PERMIT SUBMITTAL. |
| | |
| | 2. PROVIDE COPY OF SFWMD ERP 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) |
| | [email protected] |
| | |
| |
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