| Date |
Text |
| 2022-08-11 06:45:39 | 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. CHECK THE PARCEL NUMBER(S) LISTED IN THE |
| | JUSTIFICATION STATEMENT. |
| | |
| | 2. THE REQUEST IN THE JUSTIFICATION STATEMENT DESCRIBES |
| | EXPANDING THE EXISTING COMMERCIAL BUILDING INTO A |
| | RESTAURANT USE. THE SURVEY SHOWS THE EXISTING BUILDING |
| | 0.7 FEET SETBACK FROM THE NORTH PROPERTY LINE. THE SITE |
| | PLAN SHOWS THE BUILDING SETBACK AT LEAST 5 FEET FROM |
| | THE NORTH PROPERTY LINE. |
| | |
| | 3. PROVIDE CROSS SECTIONS FROM CENTERLINE OF RIGHTS OF |
| | WAY 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. |
| | |
| | 4. PROVIDE THE TOP AND BOTTOM ELEVATIONS AND VERTICAL |
| | CLEARANCE BETWEEN THE PROPOSED OUTFALL PIPE AND OTHER |
| | UTILITIES CROSS BE THE OUTALL PIPE. |
| | |
| | 5. THE ROOF DRAIN SYSTEM SHOULD CONNECT DIRECTLY INTO |
| | THE DRAINAGE SYSTEM. |
| | |
| | 6. PROVIDE DETAIL OF THE CONTROL STRUCTURE. |
| | |
| | 7. SHOW UTILITIES ON THE LANDSCAPE PLANS AND COORDINATE |
| | PROPOSED PLANTINGS WITH THE UTILITY LAYOUT. |
| | |
| | 8. DOOR ON EAST WALL APPEARS TO OPEN OVER THE PROPERTY |
| | LINE. |
| | |
| | 9. SHOW AND LABEL PROPERTY LINES, RIGHT OF WAY LINES, |
| | ALLEY WIDTH. |
| | |
| | 10. WILL PORTION OF THE PATIO NEED TO BE SLOPED A |
| | MAXIMUM OF 2 PERCENT FOR ADA ACCESSIBILITY. SHOW WHERE |
| | THAT ADA PATH(S) WILL BE. |
| | |
| | 11. REMOVE THE EXISTING DRIVEWAY APRON ON 7TH STREET. |
| | CONSTRUCT CURBING TO MATCH ADJACENT CURB TYPE. |
| | |
| | 12. 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. |
| | |
| | 13. SHOW MILL AND RESURFACE LIMITS. |
| | |
| | 14. CALL OUT WHERE NEW OR REPLACEMENT SIDEWALK WILL BE |
| | CONSTRUCTED AS PART OF THIS PROJECT. |
| | |
| | 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 MODIFICATION 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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