| Date |
Text |
| 2001-01-08 00:00:00 | PASSED WITH PROVISOS: |
| | |
| | 1. ALL DRIVEWAY, HANDICAP RAMPS, |
| | SIDEWALKS, TREES, AND TREE GRATE PLANS |
| | AND DETAILS WILL NEED TO BE APPROVED BY |
| | FDOT FOR SOUTH DIXIE AND SOUTHERN |
| | BOULEVARD. PERMIT THRU THEIR MAINT. |
| | OFFICE. |
| | |
| | 2. THE DRIVEWAYS ON MALVERNE MUST MEET |
| | CITY STANDARDS, NOT FDOT AS CALLED OUT |
| | ON SHEET 3 OF 9, PER THE CIVILS.THE |
| | PLANS NEED TO BE CHANGED ACCORDANTLY, |
| | SEE ATTACHED CITY DETAILS. |
| | |
| | 3.BUILDER IS NOT ASKING FOR AN |
| | IRRIGATION METER OR A SEPARATE LINE WITH |
| | BACKFLOW FOR IRRIGATION.I SUGGEST A 1- |
| | /2" METER FOR IRRIGATION AND A 1" FOR |
| | THE BUILDING.THEY ONLY HAVE AN 1-1/4" |
| | LINE INTO THE BUILDING. |
| | |
| | 4. AS SHOWN THE CITY WILL NOT BE PICKING |
| | UP GARBAGE AT THIS STORE. |
| | |
| | 5. ROOF DRAINS SHOWN ON P1.1 DO NOT |
| | MATCH CIVIL 3 OF 9.THE DRAWINGS SHOULD |
| | MATCH. |
| | |
| | 6. NO POLLUTION CONTROL PLAN SUBMITTED. |
| | CIVIL ENGINEER SAID HE WILL SUBMIT. |
| | |
| | 7. NO CALCULATION FOR STORM WATER HAVE |
| | BEEN SUPPLIED.ENGINEER SAID HE WOULD |
| | SUBMIT. |
| | |
| | 8. CALCULATIONS FOR IMPERVIOUS AREAS FOR |
| | THE SITE HAVE NOT BEEN SUPPLIED. |
| | ENGINEER SAID HE WOULD SUBMIT. |
| | |
| | 9. WATER LINES AS DRAWN WILL REQUIRE A |
| | DEP PERMIT.MOVE THE TAP AND BACKFLOW |
| | PREVENTERS NORTH TO THE CORNER OF THE |
| | BUILDING.AND ENTER THE BUILDING WITH |
| | LESS THAN 50' OF PIPE AND A DEP PERMIT |
| | WILL NOT BE REQUIRED. |
| | |
| | 10. SHEET P1.1 SHOWS THE WATER LINE |
| | TRAVELING THE FULL LENGTH OF THE |
| | BUILDING FROM SOUTH TO NORTH.THE CIVIL |
| | PLAN, SHEET 3 OF 9 SHOWS THE WATER LINE |
| | GOING FROM SOUTH TO NORTH PARALLELING |
| | THE BUILDING LINE.WHY NOT TIE BOTH IN |
| | AT THE SOUTH END WHERE THE METER WILL BE |
| | LOCATED? |
| | |
| | 11. IT WOULD BE PREFERRED IF THE |
| | SANITARY TAP WERE MADE INTO THE EXISTING |
| | MANHOLE AND NOT TO HAVE THE LINE CUT AND |
| | A "WYE" INSERTED. |
| | |
| | 12. A SANITARY CLEAN OUT NEEDS TO BE |
| | PLACED AT THE PROPERTY LINE OF SOUTHERN |
| | ON THE SEWER LATERAL. |
| | |
| | 13. NO OUTFALL IS SHOWN FOR THE STORM |
| | WATER LINE.WHERE WILL THE OUTFALL BE |
| | LOCATED? |
