| Date |
Text |
| 2021-01-11 14:47:35 | THE FOLLOWING COMMENTS ARE A CONTINUATION FROM THE |
| | INITIAL REVIEW AND AFTER THE REVIEW OF THE 12/30/2020 |
| | SUBMITTAL PACKAGE. NO WRITTEN RESPONSES WERE PROVIDED |
| | FOR THE INITIAL STORMWATER REVIEW COMMENTS. |
| | |
| | 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 ENGINEERING AND LANDSCAPE PLANS DO NOT MATCH THE |
| | SITE PLAN. [NOT SATISFIED] |
| | |
| | 2. ADD FLOW ARROWS TO THE ENGINEERING PLAN TO SHOW |
| | SURFACE WATER RUNOFF DIRECTION. [SATISFIED] |
| | |
| | 3. AVOID PUTTING UTILITIES UNDER LANDSCAPE ISLANDS. |
| | [NOT SATISFIED] |
| | |
| | 4. CONSIDER CREATING 2 FOOT OVERHANGS INTO LANDSCAPE |
| | AREAS FOR PARKING SPACES. [SATISFIED - TWO-FOOT |
| | OVERHANG SHOWN ON SITE PLAN BUT PAVED AREA OF PARKING |
| | SPACES ARE DIMENSIONED AS 18' LONG. |
| | |
| | 5. CATCH BASIN GRATE ELEVATIONS APPEAR TO BE HIGHER |
| | THAN SOME ADJACENT PARKING LOT GRADES.[SATISFIED] |
| | |
| | 6. THE TRAVEL LANE SPACE BETWEEN THE LANDSCAPE ISLANDS |
| | ON THE ENGINEERING PLAN APPEARS TOO NARROW FOR TWO WAY |
| | TRAFFIC.[SATISFIED] |
| | |
| | 7. PROVIDE BOTTOM ELEVATION OF EXISTING ONSITE DRAINAGE |
| | STRUCTURES THAT ARE TO REMAIN.[SATISFIED - ALL EXISTING |
| | STRUCTURES ARE BEING REMOVED] |
| | |
| | 8. CURBING NEEDED FOR NARROW PARKING AREAS NORTH OF THE |
| | LANDSCAPE ISLANDS.[SATISFIED - CURBING SHOWN ON THE |
| | ENGINEERING PLAN] |
| | |
| | 9. SHOW UTILITIES ON THE LANDSCAPE PLAN.[NOT SATISFIED] |
| | |
| | 10. SCALES SHOULD MATCH FOR SURVEY, ENGINEERING PLANS |
| | AND LANDSCAPE PLANS.[NOT SATISFIED] |
| | |
| | NEW COMMENTS |
| | 11. SHEET A001 PROPOSED SITE PLAN |
| | A. UPDATE THE FLOOD ZONE INFORMATION (SEE THE BOUNDARY |
| | SURVEY). |
| | B. A STANDARD PARKING SPACE IS 8.5' X 18'. |
| | B.1. THE STRIPING FOR PARKING SPACES FACING S. DIXIE |
| | HWY, THE TWO SPACES FACING VALENCIA ROAD AND THE FOUR |
| | PARKING SPACINGS BEHIND THE BUILDING APPEAR TO BE |
| | LONGER THAN 18 FEET. |
| | B.2. THERE IS 2' PARKING OVERLAP WITH LANDSCAPING |
| | CALLED OUT FOR THE TEN PARKING SPACES ALONG THE BACK OF |
| | THE PARKING LOT. THESE PARKING SPACES ARE SHOWN TO BE |
| | 18 FEET LONG SO THE OVERLAP IS NOT REQUIRED. |
| | B.3. THE DRIVE AISLE IS DIMENSIONED TO BE 26' 6.5" |
| | WIDE. IT CAN BE NARROWED TO 24 FEET. CONSIDERING THIS |
| | NARROWING AND PROVIDING THE 2' PARKING OVERLAP CAN MOVE |
| | THE EAST EDGE OF THE PARKING LOT TO THE WEST BY MORE |
| | THAN 4.5 FEET. |
| | C. PROVIDE THE VERTICAL DATUM FOR THE FFE. IT SHOULD |
| | MATCH WHAT IS SHOWN ON THE ENGINEERING PLAN. |
| | D. SHOW STOP BARS AND STOP SIGNS. |
| | E. SHOW PARALLEL PARKING SPACES (STRIPING) ALONG S. |
| | DIXIE HWY. |
| | |
| | 12. SHEET C-1 SITE PAVING & DRAINAGE PLAN |
| | A. REPLACE THE DROP CURB WITH TYPE 'F' CURB AND GUTTER |
| | IN FRONT OF THE BUILDING ALONG S. DIXIE HWY. |
| | B. REPLACE THE SIDEWALK WITH 6" THICK SIDEWALK WHERE |
| | THE PROPOSED DRIVEWAY IS BEING WIDENED. |
| | C. LABEL THE SLAB FOR THE BICYCLE RACK. |
| | D. LABEL THE LEFT PROPOSED WALKWAY IN FRONT OF THE |
| | BUILDING. |
| | E. CONNECT THE ROOF DRAIN(S) FOR THE PROPOSED BUILDING |
| | ADDITION TO THE DRAINAGE SYSTEM. (CAN BE SHOWN AT TIME |
| | OF ENGINEERING PERMIT). |
| | |
| | 13. SHEET C-3 PGD NOTES AND DETAILS - INVERT ELEVATION |
| | OF PIPE SHOWN IN THE EXFILTRATION TRENCH DETAIL DOES |
| | NOT MATCH THE INVERT ELEVATIONS SHOWN ON SHEET C-1. |
| | |
| | 14. SHEET EC-1 SWPPP - SHOW BMPS FOR OFFSITE DRAINAGE |
| | SYSTEMS. |
| | |
| | 15. SHEET A002 PARKING STALL STRIPING DETAIL: |
| | A. WHEEL STOPS ARE GENERALLY 2 FEET FROM THE END OF |
| | PARKING STALL. |
| | B. GRADES SHOWN FOIR HANDICAPP PARKING SPACE WOULD |
| | RESULT IN A FLAT (NO SLOPE) PARKING AREA AND STORMWATER |
| | RUNOFF WOULD NOT DRAIN OFF. GRADES ARE SHOWN ON THE |
| | ENGINEERING PLAN. |
| | |
| | 16. S. DIXIE HWY IS MAINTAINED BY FDOT. FDOT'S APPROVAL |
| | FOR WORK WITHIN THE RIGHT OF WAY WILL BE NEEDED. |
| | |
| | TRACY WARD, PE |
| | SENIOR STORMWATER ENGINEER |
| | ENGINEERING SERVICES DEPARTMENT |
| | 561-494-1120 |
| | [email protected] |
| |
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