| Date |
Text |
| 2019-10-08 16:52:40 | 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 ENGINEERING DEVELOPMENT |
| | APPROVAL APPLICATION FORMS CAN BE DOWNLOADED AT |
| | HTTP://WPB.ORG/DEPARTMENTS/ENGINEERING-PUBLIC-WORKS/FOR |
| | MS,-PERMITS-APPLICATIONS |
| | |
| | THE FOLLOWING COMMENTS MUST BE ADDRESSED PRIOR TO SITE |
| | PLAN APPROVAL: |
| | 1. MIN. FFE IS TWO FEET ABOVE BASE FLOOD ELEVATION FOR |
| | STRUCTURES WITHIN SPECIAL FLOOD HAZARD AREAS. |
| | |
| | 2. SHOW THE CHURCH'S STORMWATER OUTFALL PIPE (AND |
| | EASEMENT?) ON THE PLANS. |
| | |
| | 3. SHOW AND LABEL PERIMETER BERM ALONG THE PROPERTY |
| | LINES. PROVIDE A DETAIL OF THE BERM. |
| | |
| | 4. ADD SPOT GRADES AROUND THE BUILDINGS AND FOR THE |
| | SIDEWALKS BETWEEN THE BUILDINGS. |
| | |
| | 5. CONSIDER REDUCING THE LENGTH OF THE PARKING SPACES, |
| | PROVIDE TWO FEET OF OVERHANG AND REPLACING THE WHEEL |
| | STOPS WITH CURBS. |
| | |
| | 6. ON SECTION A-A (SHEET C-127), PROVIDE A 6 INCH DEEP |
| | SWALE ALONG THE BACK OF SIDEWALK WITH SLOPES 4:1 OR |
| | FLATTER. |
| | |
| | 7. FLOATING TURBIDITY BARRIER WILL BE NEEDED IN THE |
| | LAKE TO CONTROL TURBIDITY DURING LAKE EXCAVATION. |
| | |
| | 8. IDENTIFY WHERE THE EXISTING POND/WETLAND WILL BE |
| | RELOCATED TO WHEN THE LAKE IS EXPANDED. |
| | |
| | 9. IDENTIFY WHO WILL BE RESPONSIBLE FOR THE 20' LAKE |
| | MAINTENANCE EASEMENT. |
| | |
| | 10. ON SHEET C-121, THE GRADING PLAN SHOWS SPOT GRADES |
| | OF 14.65 ON THE DRIVEWAY AND FLOW ARROWS POINTING |
| | TOWARD ELEVATION 15.00. |
| | |
| | 11. NUMBER THE DRAINAGE STRUCTURES FOR EASE OF |
| | REFERENCE. IDENTIFY THE CONTROL STRUCTURE. |
| | |
| | 12. POLLUTANT RETARDANT BAFFLES (PRB'S) WILL BE NEEDED |
| | FOR ALL STRUCTURES CONNECTED TO EXFILTRATION TRENCHES. |
| | |
| | 12. IT APPEARS THERE ARE CLEANOUTS AT ALL OF THE |
| | SANITARY SEWER LATERAL WYE CONNECTIONS TO THE SEWER |
| | MAIN. |
| | |
| | 13. SHOW MILL AND RESURFACE LIMITS ON VILLAGE BLVD FOR |
| | THE UTILITY TRENCH CUTS. |
| | |
| | |
| | THE FOLLOWING COMMENTS MUST BE ADDRESSED PRIOR TO |
| | ISSUANCE OF CONSTRUCTION AUTHORIZATION INCLUDING |
| | BUILDING PERMITS AND ENGINEERING DEVELOPMENT APPROVAL. |
| | |
| | 1. AN ENGINEERING DEVELOPMENT APPROVAL APPLICATION MAY |
| | BE REQUIRED FROM THE ENGINEERING SERVICES DEPARTMENT. |
| | THE ENGINEERING DEVELOPMENT APPROVAL APPLICATION FORMS |
| | CAN BE DOWNLOADED AT: HTTP://WPB.ORG/DEPARTMENTS/ENGINE |
| | ERING-PUBLIC-WORKS/FORMS,-PERMITS-APPLICATIONS |
| | |
| | 2. EROSION CONTROL PLAN AND DETAILS TO BE SUBMITTED |
| | WITH THE ENGINEERING PERMIT APPLICATION. |
| | |
| | 3. PROVIDE A COPY OF THE SFWMD ERP PRIOR TO STARTING |
| | CONSTRUCTION. |
| | |
| | TRACY WARD, PE |
| | SENIOR STORMWATER ENGINEER |
| | ENGINEERING SERVICES DEPARTMENT |
| | 561-494-1120 |
| | [email protected] |
| | |
| |
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