| Date |
Text |
| 2018-12-10 05:54:00 | THE FOLLOWING COMMENTS, FROM THE REVIEW OF THE NOVEMBER |
| | 29, 2018 SUBMITTAL PACKAGE, MAY BE CONDITIONS OF SITE |
| | PLAN APPROVAL: |
| | 1. VERTICAL DATUM ON THE CONCEPTUAL PAVING, GRADING AND |
| | DRAINAGE PLAN (NGVD1929) DOES NOT MATCH THE VERTICAL |
| | DATUM SHOWN ON THE SURVEY (NAVD1988). BOTH SHOULD USE |
| | THE SAME VERTICAL DATUMAND PROVIDE A CONVERSION |
| | EQUATION TO NGVD1929 IF NGVD1929 IS NOT THE REFERENCED |
| | VERTICAL DATUM. THE CITY'S OFFICIAL VERTICAL DATUM IS |
| | NGVD1929. |
| | |
| | 2. MOVE THE HIGH POINT (ELEVATION 12.50) OF DRIVEWAY |
| | NEXT TO PICKUP WINDOW CLOSER TO NORTH PROPERTY LINE SO |
| | THAT THE PAVEMENT AREA UNDER A VEHICLE WAITING AT THE |
| | PICKUP WINDOW WILL DRAIN TO THE ONSITE DRAINAGE SYSTEM |
| | INSTEAD OF TO THE SOUTHERN BLVD R/W. |
| | |
| | 3. PG&D PLAN DOES NOT INCLUDE GRADING FOR THE DRIVEWAY |
| | TO THE ADJACENT LOT AS DEPICTED ON THE ALTERNATIVE SITE |
| | PLAN. PROPOSED GRADING FOR THE DRIVEWAY CONNECTION AS |
| | WELL AS SPOT GRADES ALONG THE SHARED PROPERTY LINE AND |
| | 25 FEET INTO THE ADJACENT PROPERTY WILL BE NEEDED |
| | BEFORE STAFF CAN APPROVE THE ALTERNATIVE SITE PLAN. |
| | |
| | 4. COORDINATE THE STORM PIPE SIZE SHOWN ON THE SHEET |
| | C1.1 CONCEPTUAL PG&D PLAN (12" HDPE) WITH THE ON-SITE |
| | EXFILTRATION TRENCH DETAIL (18" HDPE) AMD POLLUTION |
| | REDTARDANT BAFFLE (PRB) DETAIL (18" HDPE) ON SHEET C2.1 |
| | CONCEPTUAL ENGINEERING DETAILS [PREVIOUS COMMENT] |
| | |
| | 5. THE MILL AND OVERLAY LIMITS ON MALVERNE ROAD MAY |
| | NEED TO BE EXPANDED INTO THE EASTBOUND LANE DEPENDING |
| | ON THE TRENCH CUT NEEDED TO INSTALL THE SANITARY WYE |
| | [PREVIOUS COMMENT] |
| | |
| | TRACY WARD, PE |
| | SENIOR STORMWATER ENGINEER |
| | ENGINEERING SERVICES DEPARTMENT |
| | 561-494-1120 |
| | [email protected] |
| | |
| |
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