| Date |
Text |
| 2021-05-03 21:30:17 | THE FOLLOWING COMMENTS ARE FROM THE REVIEW OF THE |
| | 4/21/2021 AND 4/26/2021 SUBMITTALS. |
| | |
| | |
| | 1. [SATISFIED] LANDSCAPE PLANS WERE NOT PROVIDED |
| | PREVIOUS COMMENT:THE ENGINEERING AND LANDSCAPE PLANS DO |
| | NOT MATCH THE SITE PLAN. |
| | |
| | 2. [SATISFIED] ADD FLOW ARROWS TO THE ENGINEERING PLAN |
| | TO SHOW SURFACE WATER RUNOFF DIRECTION. |
| | |
| | 3. [SATISFIED] AVOID PUTTING UTILITIES UNDER LANDSCAPE |
| | ISLANDS. |
| | |
| | 4. [SATISFIED] TWO FOOT OVERHANG WITH 16-FOOT DEEP |
| | PARKING SPACES SHOWN ON WEST SIDE OT PARKING LOT. |
| | 18-FOOT LONG SPACES SHOWN FOR PARKING SPACES ON EAST |
| | SIDE OF PARKING LOT. THE EAST SIDE PARKING SPACES COULD |
| | BE REDUCED BY TWO FEET TO TAKE ADVANTAGE OF THE TWO |
| | -FOOT LANDSCAPE OVERHANG. PREVIOUS COMMENT: CONSIDER |
| | CREATING 2 FOOT OVERHANGS INTO LANDSCAPE AREAS FOR |
| | PARKING SPACES. TWO-FOOT OVERHANG NO LONGER SHOWN ON |
| | SITE PLAN. PAVED AREA OF PARKING SPACES ARE DIMENSIONED |
| | AS 18' LONG. |
| | |
| | 5. [SATISFIED] CATCH BASIN GRATE ELEVATIONS APPEAR TO |
| | BE HIGHER THAN SOME ADJACENT PARKING LOT GRADES. |
| | |
| | 6. [SATISFIED] THE TRAVEL LANE SPACE BETWEEN THE |
| | LANDSCAPE ISLANDS ON THE ENGINEERING PLAN APPEARS TOO |
| | NARROW FOR TWO WAY TRAFFIC. |
| | |
| | 7. [SATISFIED] PROVIDE BOTTOM ELEVATION OF EXISTING |
| | ONSITE DRAINAGE STRUCTURES THAT ARE TO REMAIN. [ALL |
| | EXISTING STRUCTURES ARE BEING REMOVED] |
| | |
| | 8. [PARTIALLY SATISFIED] CHECK WITH RAY CRANCI, |
| | LANDSCAPE PLANNER ON WHERE ADDITIONAL CURBING MAY BE |
| | NEEDED FOR LANDSCAPE AREAS. PREVIOUS COMMENT: CURBING |
| | NEEDED FOR NARROW PARKING AREAS NORTH OF THE LANDSCAPE |
| | ISLANDS. [CURBING SHOWN ON THE ENGINEERING PLAN] |
| | |
| | 9. [NOT SATISFIED] SHOW UTILITIES ON THE LANDSCAPE |
| | PLANS TO VERIFY NO CONFLICTS WITH THE PLANTING PLAN AND |
| | TO IDENTIFY WHERE ROOT BARRIERS MAY BE NEEDED. |
| | PREVIOOUS COMMENTS: LANDSCAPE PLANS NOT INCLUDED IN |
| | THESE SUBMITTALS. SHOW UTILITIES ON THE LANDSCAPE PLAN. |
| | |
| | 10. [NOT SATISFIED] LANDSCPAE PLANS NOT PROVIDED IN |
| | THESE SUBMITTALS. PREVKIOUS COMMENT: SCALES SHOULD |
| | MATCH FOR SURVEY, ENGINEERING PLANS AND LANDSCAPE |
| | PLANS. |
| | |
| | 11. SHEET A001 PROPOSED SITE PLAN |
| | A. [NOT SATISFIED] THE INCORRECT FLOOD ZONE IS NOW |
| | SHOWN ON SHEET A000. PREVIOUS COMMENT: UPDATE THE FLOOD |
| | ZONE INFORMATION (SEE THE BOUNDARY SURVEY). |
| | B. [SATISFIED] A STANDARD PARKING SPACE IS 8.5' X 18'. |
| | B.1. [NOT SATISFIED] THE STRIPING FOR PARKING SPACES |
| | APPEAR TO BE LONGER THAN THAN THE PARKING SPACE DEPTHS |
| | (16 FEET OR 18 FEET) . |
| | B.2. [SATISFIED] THERE IS THE OPPORTUNITY TO REDUCE THE |
| | AMOUNT OF ASPHALT AND PARKING LOT RECONSTRUCTION BY |
| | REDUCING THE LENGTH OF THE PARKING SPACES BY 2 FEET, |
| | INCREASING THE LANDSCAPING BY TWO FEET, REDUCE THE |
| | MOUNT OF STORMWATER RUNOFF AND PERHAPS REPLACING THE |
| | WHEEL STOPS FITH TYPE 'D' CURB. PREVIOUS COMMENT: 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. [NOT SATISFIED - OPTIONAL]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. [NOT SATISFIED] PROVIDE THE VERTICAL DATUM FOR THE |
| | FFE. IT SHOULD MATCH WHAT IS SHOWN ON THE ENGINEERING |
| | PLAN. |
| | D. [NOT SATISFIED] SHOW STOP BARS AND STOP SIGNS. |
| | E. [NOT SATISFIED] SHOW PARALLEL PARKING SPACES |
| | (STRIPING) ALONG S. DIXIE HWY. |
| | |
| | 12. SHEET C-1 SITE PAVING & DRAINAGE PLAN |
| | A. [SATISFIED] REPLACE THE DROP CURB WITH TYPE 'F' CURB |
| | AND GUTTER IN FRONT OF THE BUILDING ALONG S. DIXIE HWY. |
| | B. [SATISFIED] REPLACE THE SIDEWALK WITH 6" THICK |
| | SIDEWALK WHERE THE PROPOSED DRIVEWAY IS BEING WIDENED. |
| | C. [SATISFIED] LABEL THE SLAB FOR THE BICYCLE RACK. |
| | D. [SATISFIED]LABEL THE LEFT PROPOSED WALKWAY IN FRONT |
| | OF THE BUILDING. |
| | E. [SATISFIED] CONNECT THE ROOF DRAIN(S) FOR THE |
| | PROPOSED BUILDING ADDITION TO THE DRAINAGE SYSTEM. (CAN |
| | BE SHOWN AT TIME OF ENGINEERING PERMIT). |
| | |
| | 13. [SATISFIED] 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. [SATISFIED] SHEET EC-1 SWPPP - SHOW BMPS FOR |
| | OFFSITE DRAINAGE SYSTEMS. |
| | |
| | 15. SHEET A002 PARKING STALL STRIPING DETAIL: |
| | A. [SATISFIED] WHEEL STOPS ARE GENERALLY 2 FEET FROM |
| | THE END OF PARKING STALL. |
| | B. [NOT SATISFIED] GRADES SHOWN FOR 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. LABEL THE VERTICAL DATUM |
| | ON SHEET A002. |
| | |
| | 16. [NOT SATISFIED] FDOT APPROVAL WILL BE NEEDED BEFORE |
| | ENGINEERING PERMIT. PREVIOUS COMMENT: S. DIXIE HWY IS |
| | MAINTAINED BY FDOT. FDOT'S APPROVAL FOR WORK WITHIN THE |
| | RIGHT OF WAY WILL BE NEEDED. |
| | |
| | 17. [SATISFIED] STOP SIGNS AND STOP BARS WILL BE NEEDED |
| | AT THE DRIVEWAY ENTRANCES.[CAN BE PROVIDED WITH |
| | ENGINEERING PERMIT SUBMITTAL] |
| | |
| | 18. [NOT SATISFIED] SHOW EXISTING AND PROPOSED PARKING |
| | ALONG S. DIXIE HWY. THE RESTRICTIVE PARKING SIGNS WILL |
| | NEED TO BE RELOCATED. |
| | |
| | 19. NEW COMMENT] CIVIL PLANS SHOW A TYPE 'D' CURB ALONG |
| | THE BACK OF THE BUILDING. THE TOP OF CURB WILL BE |
| | ELEVATION 14.00 FEET NAVD, WHICH IS HIGHER THAN THE |
| | FINISHED FLOOR ELEVATION OF 13.85 FEET NAVD. SHEET A102 |
| | SHOWS SEVERAL DOORS OPENING OUT, WHICH WILL CONFLICT |
| | WITH THE CURB. ONE DOOR IS SHOWN TO BE FLUSH WITH THE |
| | ADJACENT PAVEMENT. |
| | |
| | TRACY WARD, PE |
| | SENIOR STORMWATER ENGINEER |
| | ENGINEERING SERVICES DEPARTMENT |
| | 561-494-1120 (O) |
| | 561-351-0510 (M) |
| | [email protected] |
| |
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