| Date |
Text |
| 2019-06-10 18:32:52 | 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. THE CITY?S VERTICAL DATUM IS NGVD 1929. THE CITY HAS |
| | ALLOWED THE USE OF NAVD 1988 PROVIDED THE CONVERSION |
| | EQUATION TO NGVD 1929 IS PROVIDED ON THE SHEET(S). |
| | LABEL THE VERTICAL DATUM ON THE ENGINEERING SHEETS |
| | CONTAINING ELEVATION INFORMATION AND PROVIDE THE |
| | CONVERSION EQUATION TO NGVD1929. |
| | |
| | 2. REVIEW THE GRATE ELEVATION OF 15.22 FT NAVD FOR |
| | STRUCTURE #11. IT IS SITUATED BETWEEN SPOT GRADES OF |
| | 14.60 AND 14.40 FOR THE VALLEY GUTTER. |
| | |
| | 3. EXISTING CATCH BASIN TO THE EAST OF THE VALLEY |
| | GUTTER SPOT GRADE 14.40 HAS A GRATE ELEVATION OF 14.85. |
| | |
| | 4. PROPOSED PIPE BETWEEN PROPOSED YARD DRAIN #4 AND |
| | EXISTING CATCH BASIN WILL HAVE AN ADVERSE SLOPE. SOUTH |
| | INVERT ELEVATION AT YARD DRAIN IS 9.50. BOTTOM |
| | ELEVATION OF EXISTING CATCH BASIN IS 10.80. |
| | |
| | 5. PROVIDE CROSS SECTIONS FOR THE PARKING AREA AND DROP |
| | AREA |
| | |
| | 6. PROVIDE CROSS SECTION AND PAVEMENT DESIGN FOR THE |
| | ALLEY. |
| | |
| | 7. REVISE YARD DRAIN #5 TO HAVE THE PRB ON THE EAST |
| | INVERT. |
| | |
| | 8. WHICH STRUCTURE WILL CONTAIN A WEIR TO SURCHARGE THE |
| | EXFILTRATION TRENCHES. |
| | |
| | 9. S. QUADRILLE BLVD. IS MAINTAINED BY FDOT. FDOT |
| | PERMITS WILL BE NEEDED FOR WORK WITHIN THE QUADILLE |
| | BLVD. RIGHT OF WAY. |
| | |
| | 10. SIDEWALKS SHOULD BE GRADED TO DIRECT RUNOFF TO THE |
| | ONSITE DRAINAGE SYSTEM. |
| | |
| | 11. PROVIDE CCTV VIDEOS OF THE THREE DRAINAGE PIPES ON |
| | DATURA STREET CONNECTED TO PROPOSED STRUCTURES #4, #10 |
| | AND #11. |
| | |
| | 12. SIDEWALK EASEMENT WILL BE NEEDED ADJACENT TO THE |
| | DROP OFF AREA. |
| | |
| | 13. PORTE-COCHERE ENCROACHES INTO THE RIGHT-OF-WAY. |
| | |
| | 14. HARDSCAPE FEATURES LOCATED WITH THE RIGHT-OF-WAY. |
| | |
| | 15. TREES PROPOSED OVER AND ADJACENT TO THE |
| | EXFILTRATION SYSTEM. |
| | |
| | 16. DRAINAGE SYSTEM TO BE DESIGNED TO MEET SFWMD |
| | CRITERIA FOR WATER QUALITY TREATMENT AND PEAK FLOW |
| | ATTENUATION. |
| | |
| | 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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