| Date |
Text |
| 2001-01-08 00:00:00 | FAILED. |
| | 1. FIRE DEPT. APPROVED PLAN WITH HYDRANT |
| | ON SITE.IF IT IS INSTALLED THERE THEN |
| | IT NEEDS TO HAVE A 6" DOUBLE CHECK |
| | DETECTOR CHECK INSTALLED ON IT AS A |
| | PRIVATE FIRE LINE. |
| | |
| | I (DEAN LAUDERMILK) TALKED TO THE FIRE |
| | MARSHALL (RHETT TURNQUEST) AND HE AGREES |
| | THAT THE HYDRANT CAN BELONG TO THE CITY |
| | AND DOES NOT NEED A DETECTOR CHECK |
| | INSTALLED IF THE LOCATION IS MOVED SOUTH |
| | TO THE NORTH SIDE OF THE DRIVEWAY, BUT |
| | NO FURTHER THAN 150' FROM THE FDC (FIRE |
| | DEPT. CONNECTION) AND NOT IN THE WAY OF |
| | THE ENTRY SIDEWALK. THE HYDRANT SHOULD |
| | BE LOCATED IN THE EASEMENT. DECIDE WHICH |
| | WAY YOU WANT TO GO AND MAKE CORRECTIONS |
| | ON THE LNW PLAN. |
| | |
| | 2. SHEET P2.1 DOES NOT MATCH 5 OF 8 BY |
| | LNW.THE SANITARY LATERAL IS 30' +- |
| | FROM WHERE THE SANITARY LINE EXITS THE |
| | BUILDING, AND THE 2" WATER SERVICE IS |
| | MORE THAN 80' FROM WHERE THE LINE EXITS |
| | THE OPPOSITE SIDE OF THE BUILDING.THIS |
| | NEEDS TO BE CORRECTED ON THE LNW PLAN, |
| | SINCE THIS IS A DEP APPROVED DESIGN. |
| | |
| | 3.A SEPARATE EASEMENT WILL NOT BE |
| | REQUIRED FOR THE CITY METER, THE METER |
| | WILL NOT BE ON PRIVATE PROPERTY. IT WILL |
| | NEED TO BE IN THE 12' UTILITY EASEMENT |
| | AS SHOWN ON THE PLANS, AND THE FIRE LINE |
| | AND DOMESTIC BACKFLOW PREVENTERS NEED TO |
| | BE ON PRIVATE PROPERTY RIGHT OUTSIDE OF |
| | THE UTILITY EASEMENT.NEITHER SP-1 OR 5 |
| | OF 8 FROM LNW SHOW IT THIS WAY AND LNW |
| | PLAN NEEDS TO BE CHANGED.SP-1 SHOWS |
| | THE BACKFLOW PREVENTERS NEXT TO THE |
| | DUMPSTER (25'+- FROM THE EDGE OF THE |
| | EASEMENT). LNW PLAN SHOWS AN EASEMENT |
| | 15' AROUND THE BACKFLOW PREVENTERS, |
| | WHICH IS NOT REQUIRED SINCE THE BACKFLOW |
| | PREVENTERS BELONG TO THE PROPERTY OWNER, |
| | NOT THE CITY. |
| | |
| | 4.THE PLAN SHOWS A TAPPING SADDLE FOR |
| | THE WATER SERVICE, THIS IS ALSO |
| | INCORRECT, THE TAP WILL BE DIRECT AS |
| | SHOWN ON OUR STANDARD DETAILS. |
| | |
| | 5.ON SHEET SP-1 THE DUMPSTER MUST HAVE |
| | 12'-6" BETWEEN THE OPEN GATES. |
| | ADDITIONALLY A 4 X 4 PRESSURE TREATED |
| | BOARD ANCHORED TO THE CONCRETE PAD WILL |
| | NOT HOLD THE DUMPSTER, CHANGE IT TO 10' |
| | WIDE CONCRETE.YOU CAN USE PRECAST |
| | CONCRETE WHEEL STOPS.THEY WILL NEED TO |
| | BE A MINIMUM OF 10' LONG. |
| | |
| | 6. STORM WATER REQUIREMENTS: |
| | TO OBTAIN A CONSTRUCTION PERMIT THE |
| | FOLLOWING MUST BE SUBMITTED SIGNED AND |
| | SEALED BY A FLORIDA PROFESSIONAL |
| | ENGINEER (PE). |
| | |
| | A. CONSTRUCTION PLANS (SUBMITTED) |
| | |
| | B. DETAILS AND SPECIFICATIONS(SUBMITTED) |
| | |
| | |
| | C. HYDRAULIC COMPUTATIONS AND SUPPORTING |
| | DOCUMENTATION (NOT SUBMITTED) |
| | |
| | D. IMPERVIOUS AREA COMPUTATIONS (NOT |
| | SUBMITTED) |
| | |
| | E. POLLUTION PREVENTION PLAN (NOT |
| | SUBMITTED) |
| | THE POLLUTION PREVENTION PLAN SHALL BE |
| | KEPT ON SITE AT ALL TIMES DURING |
| | CONSTRUCTION. THE PLAN SHALL BE |
| | INSTALLED IN THE FIELD PRIOR TO ANY |
| | EARTHWORK. THE ENGINEER OF RECORD SHALL |
| | CERTIFY TO THE CITY, ON A MONTHLY BASIS, |
| | THAT THE PLAN IS WORKING PROPERLY AND AS |
| | DESIGNED. THE ENGINEER OF RECORD IS |
| | RESPONSIBLE TO CERTIFY IMPLEMENTATION OF |
| | THE PROVISIONS OF CITY ORDINANCE NO. |
| | 3132-98 OF THE CITY CODE AT SUCH TIME |
| | THE PERMITTEE APPLIES FOR A CERTIFICATE |
| | OF OCCUPANCY FROM THE CITY BUILDING |
| | OFFICIAL. |
| | SEE SECOND REVIEW FOR REST OF THE |
| | COOMENTS. |
