| Date |
Text |
| 2010-04-29 14:42:32 | ENGINEERING REVIEW FOR CONSTRUCTION SERVICES |
| | REVIEWER: DEAN S. LAUDERMILK, PROJECT COORDINATOR |
| | W-494-1083, FAX: 494-1116, EMAIL: [email protected] |
| | SITE PLAN NEEDS TO BE SUBMITTED TO ENGINEERING SERVICES |
| | DEPARTMENT (ESD) AND BE APPROVED PRIOR TO RESUBMITTAL |
| | TO CSD. |
| | THE PLAN HAS FAILED THE REVIEW FOR THE FOLLOWING |
| | REASONS: |
| | GENERAL: |
| | 1) ALL COMMENTS NEED TO BE RESPONDED TO IN WRITING. |
| | 2) MISSING POLLUTION CONTROL PLAN. ALL ON SITE CATCH |
| | BASINS NEED TO BE PROTECTED. ALL OFF-SITE CATCH BASINS |
| | THAT MAY BE AFFECTED BY WATER RUNNING OFFSITE NEED TO |
| | BE PROTECTED. |
| | SHEET C-1: |
| | 1) REPAIRS ARE REQUIRED TO ALL DOWNSPOUTS. AT LEAST ONE |
| | IS MISSING AT THE BACK OF THE BUILDING (NORTH SIDE) AND |
| | IT HAS CAUSED A WASH OUT OF DIRT INTO THE STORM DRAIN |
| | SYSTEM. THIS IS IN VIOLATION OF THE CITY STORMWATER |
| | CODE. ONLY CLEAR WATER MAY ENTER THE STORM SEWER |
| | SYSTEM. SEE GENERAL COMMENT #2. |
| | 2) PARKING SPACES AND ADA/HANDICAP SPACES ARE TO BE |
| | LISTED IN A TABLE. |
| | 3) THE PLAN NEEDS TO SHOW IN A TABLE EXISTING AND |
| | PROPOSED PERVIOUS AND IMPERVIOUS AREAS. |
| | 4) THE EXISTING CONCRETE MEDIAN IN THE ENTRANCE |
| | DRIVEWAY OFF OF OKEECHOBEE BLVD. IS HALF IN AND HALF |
| | OUT OF THE FDOT ROAD RIGHT-OF-WAY. AN FDOT PERMIT WILL |
| | BE REQUIRED FOR THIS WORK. |
| | 5) THE NOTES STATE THAT THE EXISTING ASPHALT PAVEMENT |
| | IS TO BE REMOVED. CHANGE THESE NOTES TO STATE THE |
| | "EXISTING ASPHALT PAVEMENT AND BASE ARE TO BE REMOVED". |
| | IF THE BASE REMAINS THE AREA WILL REMAIN IMPERVIOUS. |
| | 6) NO DRAINAGE SLOPES OR DIRECTION OF FLOW ARROWS ARE |
| | USED TO SHOW WHERE THE WATER WILL FLOW TO ON THE NEW |
| | DEAD END ROAD (TO THE SHOPPING CENTER TO THE WEST). THE |
| | AREA WHERE THE EXISTING DRIVEWAY IS TO BE REMOVED FLOWS |
| | TO THE WEST, HOW WILL THE DRAINAGE BE HANDLED? |
| | 7) THERE IS NO DUMPSTER ENCLOSURE. CALL TO DEFINE HOW |
| | THE TRASH AND GARBAGE ARE TO BE PICKED UP PRIOR TO |
| | PUTTING NOTES AND OR AN ENCLOSURE ON THE PLAN. THERE |
| | WAS A COMPACTOR ON THE WEST SIDE OF THE BUILDING |
| | ACCORDING TO THE RECORD WE HAVE. |
| | SHEET C-2: |
| | 1) VERIFY DRIVEWAY OUT OF GAS STATION PROPERTY HAS A |
| | STOP SIGN ON IT. THE STOP BAR IS ON THE FURNITURE STORE |
| | PROPERTY. |
| | 2) THERE IS NO SIDEWALK FROM OKEECHOBEE BLVD. TO THE |
| | STORE FRONT, PLEASE ADD ONE. IT WILL NEED TO BE |
| | INSTALLED AT THE PROPER GRADES TO MEET ADA |
| | REQUIREMENTS. |
| | SHEET C-3: |
| | 1) TYPICAL ADA/HANDICAP PARKING SPACES SHALL BE TO CITY |
| | DETAILS. I HAVE ATTACHED THEM FOR YOUR USE. THE FDOT |
| | DETAIL IS TO ONLY BE USED TO GIVE YOU THE DIMENSIONS |
| | REQUIRED FOR THE HANDICAP SIGN. |
| | 2) TYPICAL PARKING SPACES SHALL BE TO CITY DETAILS. I |
| | HAVE ATTACHED THEM FOR YOUR USE. |
| | 3) THERE IS "D" CURB DETAIL, BUT IT IS NOT SHOWN USED |
| | ON THE PLAN. PERHAPS THE DETAIL SHOULD BE REMOVED. |
| | 4) THE WRONG FDOT DETAIL WAS USED FOR THE ADA |
| | REQUIREMENTS. THIS DETAIL WORKS FOR THE ADA RAMP ON THE |
| | EAST SIDE OF THE BUILDING, BUT NOT FOR THE FRONT OF THE |
| | BUILDING. |
| | 5) WHAT IS THE CURVED STRUCTURE SHOWN IN THE WAY OF THE |
| | ADA RAMP ON THE SOUTH SIDE OF THE BUILDING? IF IT IS A |
| | ROOF LINE, EITHER REMOVE IT OR "GHOST" IT. |
| | SHEET C-4: |
| | 1) ON THE WEST END OF THE PROPERTY THE IS A PRIVATE |
| | EASEMENT WITH A GRAVITY LATERAL GOING TO THE SANITARY |
| | MAIN ON THE NORTH END OF THE PROPERTY FROM THE |
| | GAS/CONVENIENCE STORE. THE CLEAN-OUTS ARE MISSING AND |
| | NEED TO BE REPLACED. THIS VIOLATES THE SANITARY CODE |
| | WHICH STATES THAT NO STORM WATER CAN GO INTO THE |
| | SANITARY SYSTEM. THE TOPS OF THE LATERALS WERE PROBABLY |
| | CUT OFF BY THE MOWERS. THEY NEED TO BE INSTALLED PER |
| | OUR DETAIL, WITH CI MINI MANHOLES IN CONCRETE, WHICH I |
| | HAVE ATTACHED. |
| | 2) THE EXISTING HYDRANT TO BE RELOCATED NEEDS TO BE |
| | REPLACED, IT IS TOO OLD AND DOES NOT MEET THE NEW |
| | REQUIREMENTS. |
| | 3) ON THE NORTH SIDE OF THE BUILDING THERE IS A |
| | CLEAN-OUTS MISSING AND IT NEED TO BE REPLACED. THIS |
| | VIOLATES THE SANITARY CODE WHICH STATES THAT NO STORM |
| | WATER CAN GO INTO THE SANITARY SYSTEM. THEY NEED TO BE |
| | INSTALLED PER OUR DETAIL, WITH CI MINI MANHOLES IN |
| | CONCRETE, WHICH I HAVE ATTACHED. |
| | 4) THERE WERE DUAL REDUCED PRESSURE BACKFLOW PREVENTERS |
| | AT THE METER. IF THIS NOTE IS CORRECT AND THEY ARE |
| | MISSING THEN THE BACKFLOW PREVENTER WILL NEED TO BE |
| | TESTED WHEN INSTALLED BY OUR BACKFLOW PREVENTER |
| | TECHNICIAN (FREE OF CHARGE). ADD THE NOTE "CONTACT THE |
| | PUBLIC UTILITIES BACKFLOW TESTER, ED SEDA AT 822-2240 |
| | WHEN THE BACKFLOW PREVENTER IS INSTALLED FOR TESTING |
| | PRIOR TO ACTIVATION". |
| | 5) THERE IS A WELL SHOWN ON THE PROPERTY AT THE NORTH |
| | EAST CORNER OF THE PROPERTY. OR, IS IT A PUMP, DRAWING |
| | WATER OUT OF THE CANAL. IN EITHER CASE IT NEEDS TO BE |
| | PERMITTED THRU SFWMD. SUPPLY A COPY OF THE PERMIT OR |
| | THE APPLICATION, OR INSTALL A SEPARATE WATER METER FOR |
| | IRRIGATION. IF THE EXISTING METER IS USED ALL OF THE |
| | WATER USED WILL BE CHARGED AGAINST YOUR WATER AND SEWER |
| | BILL, AN IRRIGATION METER IS ONLY CHARGED AGAINST YOUR |
| | WATER BILL. |
| | |
