| Date |
Text |
| 2022-02-11 11:48:03 | THE FOLLOWING OMMENTS ARE FROM THE REVIEW OF THE |
| | 1/28/22 PLAN SUBMITTAL: |
| | |
| | 1. VERIFY THE VERTICAL DATUM USED ON THE CIVIL PLANS. |
| | NAVD1988 IS NOTED TWICE ON SHEET C-1. THE SURVEY IS |
| | SHOWN TO BE IN NAVD1988 AND ITS ELEVATIONS ARE ~ 1.47' |
| | LOWER THAN THE SPOT GRADES SHOWN ON THE CIVIL PLANS. |
| | THE VERTICAL DATUM SHOULD BE CONSISTENT BETWEEN THE |
| | SURVEY, CIVIL, ARCHITECTURAL, LANDSCAPING PLANS. |
| | |
| | 2. CONFIRM FEMA BASE FLOOD ELEVATION (12.7' NAVD) |
| | LISTED ON SHEET C-1. |
| | |
| | 3. PARKING LOT STRIPING DETAIL TO BE CONSISTENT WITH |
| | STALL PAINTING DETAIL IN SECTION 94-485 OF THE CITY'S |
| | CODE OF ORDINANCES. |
| | |
| | 4. LIST THE VERTICAL DATUM REFERENCE AND CONVERSION TO |
| | NGVD1929 ON EVERY SHEET WITH ELEVATION INFORMATION. |
| | THIS INCLUDES SHEETS C-2 AND C-3, |
| | |
| | 5. REMOVE THE BUBBLE UP STRUCTURE IN THE RIGHT OF WAY. |
| | THE ON-SITE DRAINAGE SYSTEM WILL NEED TO BE DESIGNED |
| | FOR THE 5-YEAR DESIGN STORM EVENT BEFORE SPILLING OVER |
| | INTO THE RIGHT OF WAY. |
| | |
| | 6. IN THE EXFILTRATION TRENCH EQUATION, H2 IS EQUAL TO |
| | THE VERTICAL DISTANCE BETWEEN THE CONTROL ELEVATION AND |
| | THE HIGHER OF THE BOTTOM ELEVATION OF THE EXFILTRATION |
| | TRENCH OR WATER TABLE ELEVATION. |
| | |
| | 7. THE SLOPE OF SIDEWALK ALONG CLARE AVE, INCLUDING |
| | ACROSS THE DRIVEWAY, TO MEET ADA CRITERIA. |
| | |
| | 8. IN SECTION 03 ON SHEET C-3, WILL THE BACK OF CURB BE |
| | EXPOSED OR WILL THE LANDSCAPING AREA MEET THE TOP OF |
| | CURB? |
| | |
| | 9. STABILIZED CONSTRUCTION ENTRANCE TO BE LOCATED |
| | OUTSIDE OF THE RIGHT OF WAY. |
| | |
| | 10. PROVIDE MINIMUM BEARING STRENGTH FOR SUBGRADE. |
| | |
| | 11. INCLUDE PRB'S IN DRAINAGE STRUCTURES CONNECTED TO |
| | EXFILTRATION TRENCHES TO EXTEND THE USEFUL LIFE OF THE |
| | EXFILTRATION TRENCH. |
| | |
| | 12. DIMENSION THE THICKENED EDGE OF THE PROPOSED |
| | SIDEWALK SECTION 03 ON SHEET C-5 INCLUDING CALLING OUT |
| | THE TOOL JOINT. |
| | |
| | 13. CREATE A DEPRESSED AREAS IN THE GREEN AREA BETWEEN |
| | THE BACK OF SIDEWALK/PROPERTY LINE AND THE BUILDING AND |
| | IN THE AREA BETWEEN THE WEST AND SOUTH PROPERTY LINES |
| | AND DRIVEWAY. |
| | |
| | 14. THE LONGITUDINAL SLOPE OF THE SIDEWALK BETWEEN THE |
| | PROPERTY LINE AND THE PARKING LOT DOESN'T APPEAR TO |
| | MEET ADA. |
| | |
| | TRACY WARD, PE |
| | SENIOR STORMWATER ENGINEER |
| | ENGINEERING SERVICES DEPARTMENT |
| | 561-494-1120 (O) |
| | 561-351-0510 (M) |
| | [email protected] |
| | |
| |
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