| Date |
Text |
| 2022-06-06 13:21:21 | 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. INTERNAL STORM PIPE SHOWN UNDER THE SOUTHEAST CORNER |
| | OF THE BUILDING. |
| | |
| | 2. SHOW ALL OF THE PROPOSED UTILITIES ON THE LANDSCAPE |
| | PLANS. |
| | |
| | 3. FLATTEN THE SLOPE OF THE LANDSCAPE AREA ADJACENT TO |
| | THE BACK OF CURB ALONG DIANA PLACE TO BE MORE WALKABLE |
| | FOR PEOPLE TO WALK TO AND FROM THE SIDEWALK TO THEIR |
| | PARKED CAR INSTEAD OF WALKING IN THE STREET TO GET TO |
| | THE END OF THE PARKING SPACES. REDUCE THE ELEVATION OF |
| | THE TOWNHOUSE LANDING AT THE TOP OF THE SIDEWALK |
| | CONNECTION BY ADDING/INCREASING THE NUMBER OF STEPS |
| | BETWEEN THE LANDING AND PATIO AND HAVING THE PATIO STEP |
| | DOWN FROM THE FINISHED FLOOR ELEVATION OF THE |
| | TOWNHOUSE. FLATTEN THE CROSS SLOPE OF THE PARALLEL |
| | PARKING SPACES AND ADJACENT PAVEMENT FROM 2.5% TO 2.0%. |
| | |
| | 4. INCREASE THE LONGITUDINAL SLOPE OF THE SIDEWALK EAST |
| | OF THE FIRST TOWNHOUSE CONNECTOR SIDEWALK IN ORDER TO |
| | BE ABLE TO FLATTEN THE CROSS SLOPE OF THE LANDSCAPE |
| | AREA ADJACENT TO THE BACK OF CURB ALONG DIANA PLACE. |
| | |
| | 5. LABEL ALL OF THE STREETS ON SHEETS C-500, C-600, |
| | C-900, C-901 AND C-902. |
| | |
| | 6. CAN THE SIDEWALK AREA ADJACENT TO THE CURB RAMP TO |
| | S. OLIVE AVENUE AT THE TRAFFIC CIRCLE BE RAISED SUCH |
| | THAT WATER WILL NOT FLOW FROM THE GUTTER TO THE |
| | SIDEWALK AREA? |
| | |
| | 7. CAN THE SWALE INVERT ELEVATION BE RAISED BETWEEN THE |
| | STRAIGHT AND CURVED SIDEWALKS AT THE WEST END OF DIANA |
| | PLACE. |
| | |
| | 8. VERIFY RIM ELEVATION OF 2.27 FT NAVD FOR YARD DRAIN |
| | BETWEEN THE STRAIGHT AND CURVED SIDEWALKS. |
| | |
| | 9. ANY CONDITIONS FOR SITE PLAN APPROVAL FROM PREVIOUS |
| | SUBMITTALS WILL REMAIN. |
| | |
| | |
| | TRACY WARD, PE |
| | SENIOR STORMWATER ENGINEER |
| | ENGINEERING SERVICES DEPARTMENT |
| | 561-494-1120 (O) |
| | 561-351-0510 (M) |
| | [email protected] |
| | |
| |
Print |
