| Date |
Text |
| 2001-01-08 00:00:00 | PASSED WITH PREVIOS: |
| | NOTE#1: |
| | PAGE C1, CLEANOUT WILL BE PLACED ON |
| | PRIVATE PROPERTY USING CLEANOUT DETAIL |
| | AS SHOWN ON PAGE C3, NOT IN STATE ROAD |
| | ROW AS SHOWN. |
| | NOTE#2: |
| | PAGE C1, DUMPSTER IS TOO SMALL, USE |
| | ATTACHED CITY DETAIL AND FOLLOWING |
| | COMMENTS: |
| | STATE IF GARBAGE IS TO BE PICKED UP BY |
| | CITY OR IF IT IS PRIVATE PICKUP, IF TO |
| | BE PICKED UP BY THE CITY THEN THE |
| | FOLLOWING REQUIREMENTS MUST BE MET: |
| | 1.DUMPSTER MUST HAVE A MINIMUM OF 12'-6" |
| | OPENING BETWEEN THE GATE POSTS. |
| | 2.INTERIOR DIMENSIONS OF THE ENCLOSURE |
| | MUST BE A MINIMUM OF 12'-6" WIDE AND 12' |
| | DEEP.A CONCRETE PARKING STOP BARS 10' |
| | LONG MUST BE CENTERED (FROM GATES) AND |
| | INSTALLED 18" FROM THE BACK WALL. |
| | STEEL BARS WILL BE DRILLED THRU THE STOP |
| | BAR AND INTO THE INTERIOR FLOOR OF THE |
| | ENCLOSURE TO STOP THE BAR FROM MOVING |
| | WHEN THE DUMPSTER IS SET INSIDE. |
| | 3.THE OPENING OF THE DUMPSTER ENCLOSURE |
| | MUST BE ANGLED SO THAT A 40' LONG TRUCK |
| | WITH THE FORKS EXTENDED CAN APPROACH THE |
| | OPENING AND PICK UP THE DUMPSTER WITHOUT |
| | TURNING A SHARP TURN. |
| | 4.THE TRUCK NEEDS TO HAVE NO LESS THAN A |
| | 16' HIGH VERTICAL CLEARANCE AREA FOR THE |
| | TRUCK TO PICK UP THE DUMPSTER. THE CLEAR |
| | AREA MUST OVER THE DUMPSTER AND WHERE |
| | THE TRUCK WILL BE STOPPED TO UNLOAD THE |
| | DUMPSTER. |
| | 5.THE TRUCK NEEDS TO HAVE NO LESS THAN |
| | 14' HIGH VERTICAL CLEARANCE AND 12' |
| | HORIZONTAL CLEARANCES FOR THE TRUCK TO |
| | DRIVE THROUGH. |
| | 6.IT IS STRONGLY SUGGESTED THAT YOU ADD |
| | A RECYCLING CENTER TO YOUR DUMPSTER |
| | ENCLOSURE. |
| | 7.SEE ATTACHED STANDARD DETAIL FOR |
| | FURTHER INFORMATION. |
| | NOTE#3: |
| | PAGE C1, BACKFLOW PREVENTER MUST BE AN |
| | APPROVED RPZA AND MUST BE LOCATED |
| | IMMEDIATELY BEHIND THE SIDEWALK.REVIEW |
| | PAGE P2, ON THAT SHEET IT SHOWS THE |
| | WATER SERVICE ENTERING THE EAST SIDE |
| | OF THE PROPERTY, THIS CONTRADICTS PAGE |
| | C1 WHICH SHOWS IT AT THE NORTHWEST |
| | CORNER OF THE BUILDING.THE SERVICE |
| | WILL NOT COME OFF OF THE STATE ROAD |
| | (DIXIE). |
| | NOTE#4: |
| | PAGE C1, ADD NOTE "PLUG THE STORMWATER |
| | LINE IN THE MANHOLE" BESIDES WHERE THE |
| | LINE IS CUT OFF IN THE SIDEWALK. |
| | NONE OF THE FOLLOWING INFORMATION HAS |
| | BEEN SUBMITTED, PLEASE SUBMIT TO THE |
| | STORMWATER ENGINEER AND DEDUCT THE |
| | EXISTING IMPERVIOUS AND PERVIOUS AREAS |
| | FOR THE EXISTING RESTAURANT. |
| | STORM WATER REQUIREMENTS: |
| | TO OBTAIN A CONSTRUCTION PERMIT THE |
| | FOLLOWING MUST BE SUBMITTED SIGNED AND |
| | SEALED BY A FLORIDA PROFESSIONAL |
| | ENGINEER (PE). |
| | 1.CONSTRUCTION PLANS |
| | 2.DETAILS AND SPECIFICATIONS |
| | 3.HYDRAULIC COMPUTATIONS AND SUPPORTING |
| | DOCUMENTATION |
| | 4.IMPERVIOUS AREA COMPUTATIONS |
| | 5.POLLUTION PREVENTION PLAN.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. |
| | 6.EVERY SIX MONTHS AFTER CONSTRUCTION A |
| | PE SHALL CERTIFY THAT THE PERMANENT |
| | POLLUTION PREVENTION STRUCTURES, DRY-WET |
| | WATER DETENTION FACILITIES, AND |
| | EXFILTRATION SYSTEMS ARE WORKING AS |
| | DESIGNED AND ARE IN GOOD OPERATING |
| | CONDITION. |
| | SEE SECOND PART OF REVIEW FOR REST OF |
| | COMMENTS. |
