| Date |
Text |
| 2014-09-10 10:53:55 | NO OBJECTION TO THE REZONING REQUEST. THE FOLLOWING |
| | COMMENTS SHOULD BE ADDRESSED PRIOR TO FUTURE SUBMITALS |
| | TO THE PLANNING DEPT. OR THE ENGINEERING DEPT. |
| | 1. ON SHEET 1 OF 3, CONCEPTUAL ENGINEERING PLAN: |
| | A. MOVE "(R/W TO BE ABANDONED)" NOTE ON 14TH STREET TO |
| | WEST OF THE GATES. |
| | B. ADD NOTE THAT WEST END OF ALLEY R/W WILL BE |
| | ABANDONED. |
| | |
| | 2. IF ALLLEY R/W IS NOT ABANDONED, AN EASEMENT WILL BE |
| | NEEDED FOR THE DRAINAGE PIPE CROSSING THE ALLEY R/W. |
| | |
| | 3.THE EXFILTRATION CALCULATIONS FOR THE SOUTH PORTION |
| | ON SHEET 3 OF 3, INDICATE 170 LF OF TRENCH WILL BE |
| | PROVIDED. SHEET 1 OF 3 ONLY SHOWS 150 LF OF TRENCH. |
| | |
| | 4. THE AREAS USED IN THE EXFILTRATION TRENCH |
| | CALCULATIONS ON SHEET 3 OF 3 DO NOT MATCH THE AREAS |
| | SHOWN ON THE SITE AREA MAP AT THE TOP OF SHEET SP-1. |
| | |
| | 5. PLACE THE WEIR WITH CONTROL ELEVATION 16.00 ON THE |
| | NORTH SIDE OF THE EXISTING CB. |
| | |
| | 6. CONSIDER INSTALLING THE WEIRS IN THE EXISTING MH IN |
| | 14TH STREET (AREA TO BE ABANDONED). |
| | |
| | 7. DRAINAGE STRUCTURE WILL BE NEEDED AT EAST LIMIT OF |
| | 14TH ST R/W ABANDONMENT. DRAINAGE SYSTEM UPSTREAM OF |
| | DRAINAGE STRUCTURE WOULD THEN NO LONGER BE MAINTAINED |
| | BY THE CITY. |
| | |
| | 8. INDICATE VERTICAL DATUM ON CONCEPTUAL ENGINEERING |
| | PLAN (SHOULD BE NGVD 1929). |
| | |
| | 9. SHOW UTILITIES ON THE LANDSCAPE PLANS. |
| | |
| | 10. IDENTIFY THE CONFLICTS BETWEEN DRAINAGE AND |
| | WATER/SEWER MAINS ON THE CONCEPTUAL ENGINEERING PLAN. |
| | |
| | 11. CITY NOW REQUIRES THE MILLING AND RESURFACING A |
| | MINIMUM OF 1" OF ASPHALT FOR 50 FEET EACH SIDE OF A |
| | TRENCH CUT AND FOR FULL LANE WIDTH. |
| | |
| | TRACY L. WARD, P.E. |
| | SENIOR STORMWATER ENGINEER |
| | ENGINEERING AND PUBLIC WORKS DEPARTMENT |
| | (561) 494-1120 |
| | |
| | |
| |
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