| Date |
Text |
| 2010-04-01 15:22:42 | FAILED |
| | |
| | 1. PROPOSED ENTRANCE/EXIT FOR TRUCK TRAFFIC ON 28TH |
| | STREET IS TOO CLOSE TO THE PROPERTY LINE AND SHOULD BE |
| | A MINIMUM OF 25 FEET. CONFIRM MINIMUM DISTANCE REQUIRED |
| | WITH CITY TRAFFIC ENGINEER BRIAN COLLINS. |
| | |
| | 2. NO DRIVEWAY APPROACH IS SHOWN BETWEEN ENTRANCE/EXIT |
| | OF PROPERTY AND 28TH STREET THROUGH EXISTING 4 FOOT |
| | WIDE SIDEWALK. MUST TRANSITION PER CITY'S DRIVEWAY |
| | TURN-OUT STANDARD DETAIL GC-6. |
| | |
| | 3. CONCRETE APRON SHOWN AT 28TH STREET CONFIGURATION? |
| | INCONSISTENT WITH ENTRANCE/EXIT DIRECTION. |
| | |
| | 4. WHAT TYPE OF SURFACE WILL SUPPORT MULTIPLE TRUCK |
| | WIEGHTS AND TRAFFIC ONCE INSIDE PROPERTY? |
| | |
| | 5. ADA PARKING SPACE AND ADJACENT PARKING SPACE SHALL |
| | CONFORM TO LATEST (2007) SFBC AND SHALL BE PAVED. NO |
| | ROUTE OR ROADWAY/PATH IS SHOWN TO THESE PARKING SPACES. |
| | |
| | 6. A SECOND CONCRETE APRON IS SHOWN AT THE BUSINESS |
| | OFFICE WITH A 40 FT. WIDE SLIDING GATE: IF THIS IS AN |
| | ALTERNATE INGRESS/EGRESS IT WILL ALSO HAVE TO CONFORM |
| | TO ITEMS 1 AND 2, AS ABOVE. |
| | |
| | 7. ALL CONCRETE APRONS/SLABS PROPOSED SHALL BE A |
| | MINIMUM OF 6 INCHES THICK. |
| | |
| | 8. IT IS STATED IN THE JUSTIFICATION LETTER THAT |
| | GRINDING OF YARD WASTE SHALL TAKE PLACE ON THE |
| | PREMISES; HOW WILL IT BE DONE? ARE THE GRINDERS FUEL |
| | (GASOLINE OR DIESEL FUEL) OPERATED? |
| | |
| | 9. THE USE OF HEAVY EQUIPMENT, FRONT-END LOADER, BUCKET |
| | TRUCK, ETC., IS MENTIONED: HOW WILL TURF AND GRADE BE |
| | OR REMAIN STABILIZED UNDER HEAVY EQUIPMENT USE AND |
| | TRAFFIC? |
| | |
| | 10. NO NEGATIVE IMPACT TO DRAINAGE BOTH ON PROPERTY AND |
| | TO ADJACENT PROPERTIES ARE STATED: HOW WILL THIS BE |
| | CONTAINED? |
| | |
| | 11. UTILITY SERVICES ARE SAID TO BE CURRENTLY PROVIDED |
| | AND ARE AVAILABLE ON SITE: WHERE ON SITE ARE THEY |
| | LOCATED AND AVAILABLE? |
| | |
| | IF I MAY BE OF FURTHER ASSISTANCE: |
| | |
| | EMERY P. FABIAN |
| | ENGINEERING PROJECT COORDINATOR |
| | ENGINEERING SERVICES DEPARTMENT |
| | 401 CLEMATIS STREET, 4TH FLOOR |
| | WEST PALM BEACH, FL 33401 |
| | PHONE: 561-822-1200 |
| | FAX: 561-494-1116 |
| | MOBILE: 561-662-2269 |
| | EMAIL: [email protected] |
| | |
| |
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