| Date |
Text |
| 2018-03-29 09:02:48 | THE FOLLOWING COMMENTS ARE FROM THE REVIEW OF THE PLANS |
| | IN THE 3/12/2018 ROUTED REVIEW PACKAGE. THEY CAN BE |
| | MADE A CONDITION OF SITE PLAN APPROVAL. |
| | |
| | 1. THE CONVERSION EQUATION BETWEEN NAVD 1988 AND NGVD |
| | 1929 NEED TO BE CONSISTENT ON THE SURVEY AND |
| | ENGINEERING PLANS. THE SURVEY USES 1.53' AND THE |
| | ENGINEERING PLANS USE 1.52'. |
| | |
| | 2. REDUCE THE SIDEWALK APPROACH ON THE NORTH SIDE OF |
| | THE CURB RAMP AT THE INTERSECTION OF ELIZABETH ST AND |
| | WILKINS AVE. TRY TO KEEP THE APPROACH WITHIN THE CROSS |
| | WALK STRIPING. |
| | |
| | 3. STRUCTURE S-301 APPEARS TO BE A CONTROL STRUCTURE |
| | FOR THE ONSITE DRAINAGE SYSTEM. THE CONTROL STRUCTURE |
| | NEEDS TO BE ONSITE. |
| | |
| | 4. PROPOSED FIRE HYDRANT #1 AT CLARE AVE AND WILKINS |
| | AVE NEEDS TO BE WITHIN THE RIGHT-OF-WAY OR IN A UTILITY |
| | EASEMENT. |
| | |
| | 5. THE WATER MAIN TO PROPOSED FH #2 APPEARS TO ME IN |
| | CONFLICT WITH STRUCTURE S-304. |
| | |
| | 6. SEPARATE ENGINEERING PLANS WILL NEED TO BE PROVIDED |
| | FOR OFFSITE WORK. |
| | |
| | 7. THE CITY'S TRANSPORTATION GROUP TO REVIEW/APPROVE |
| | THE MID-BLOCK CROSSWALK ON BLANCHE ST. |
| | |
| | 8. THE ONSITE DRAINAGE SYSTEM TO MEET SFWMD CRITERIA |
| | FOR WATER QUALITY AND PRE- VS. POST-DEVELOPMENT OFFSITE |
| | DISCHARGE RATE. |
| | |
| | 9. THE EXISTING STORM MANHOLE IN THE INTERSECTION OF |
| | CLARE AVE AND BLANCH ST MAY NEED TO BE REPLACED/UPSIZED |
| | TO RECEIVE NEW 36" RCP FROM WEST AND 24" RCP FROM |
| | SOUTHWEST. |
| | |
| | 10. ADD NEW PIPE LINE SYMBOL FOR 24" RCP FROM STRUCTURE |
| | S-304 TO EXISTING MANHOLE IN INTERSECTION OF CLARE AVE |
| | AND BLANCHE ST. |
| | |
| | TRACY L. WARD, P.E. |
| | ENGINEERING SERVICES DEPARTMENT |
| | [email protected] |
| | 561-494-1120 |
| |
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