| Date |
Text |
| 2015-02-03 14:19:49 | PUBLIC WORKS DEPT. |
| | |
| | THIS IS A CONCEPTUAL LEVEL REVIEW. CONSTRUCTION LEVEL |
| | DETAILS, DESIGN CALCULATIONS AND THE POLLUTION |
| | PREVENTION PLAN WILL BE REVIEWED AS PART OF THE |
| | ENGINEERING DEVELOPMENT APPROVAL AND BUILDING PERMIT |
| | APPLICATION PROCESSES. THE ENGINEERING DEVELOPMENT |
| | APPROVAL APPLICATION FORMS CAN BE DOWNLOADED AT |
| | HTTP://WPB.ORG/ENGINEERING/FORMS-AND-PUBLICATIONS/ |
| | |
| | 1) PLEASE SUBMIT A COPY OF THE ALTA/ACSM SURVEY WHICH |
| | HAS BEEN SIGNED/SEALED BY PROFESSIONAL SURVEY & MAPPER |
| | (PSM). |
| | |
| | 2) PLEASE PROVIDE AN UPDATED PHOTOMETRIC PLAN |
| | DEMONSTRATING THE PROPOSED DESIGN MEETS THE |
| | REQUIREMENTS OF CITY ORDINANCE 94-309 AND 94-113. |
| | |
| | 3) PLEASE PROVIDE A TRAFFIC IMPACT STUDY SHOWING HOW |
| | THE NEW SITE CONFIGURATION AND NEW USES WILL EFFECT THE |
| | TRAFFIC ON SURROUNDING LOCAL ROADWAYS. ALSO PROVIDE |
| | CALCULATIONS SUPPORTING THE QUEING LENGTH FOR THE BANK |
| | DRIVE THROUGH. |
| | |
| | 4) PLEASE PROVIDE UPDATED POTABLE WATER DEMAND, |
| | SANITARY PEAK FLOW, AND SOLID WASTE YARDAGE ESTIMATES. |
| | AS PART OF THE FINAL DESIGN, THE SOLID WASTE YARDAGE |
| | CALCULATIONS WILL NEED TO BE SUBMITTED SHOWING THAT THE |
| | APPROPRIATE NUMBER AND SIZE OF TRASH BINS ARE PROVIDED |
| | ON THE SITE. |
| | |
| | 5) PLEASE SHOW HOW THE PROPOSED EXIT FROM THE BANK |
| | DRIVE THROUGH INTO THE PARKING GARAGE WILL TIE INTO THE |
| | PARKING GARAGE TRAFFIC CIRCULATION. |
| | |
| | 6) MODIFICATIONS WITHIN THE RIGHT-OF-WAY ALONG |
| | OKEECHOBEE AND LAKEVIEW REQUIRE FDOT APPROVAL. |
| | |
| | 7) SHOW WHERE THE GREASE TRAP WILL BE LOCATED FOR THE |
| | PROPOSED RESTAURANT. |
| | |
| | 8) THE DRIVEWAY ENTRANCE ALONG CHASE AVENUE MUST COMPLY |
| | WITH CITY STANDARD DETAIL GC-7. HTTP://WPB.ORG/ENGINEER |
| | ING/ENGINEERING-SERVICES/ENGINEERING-STANDARDS/ |
| | |
| | 9) PLEASE CLARIFY WHERE THE TREES WILL BE LOCATED ON |
| | SHEET A-103. IT APPEARS THAT PALM TREES ARE PROPOSED TO |
| | BE PLANTED WITHIN THE SIDEWALK. |
| | |
| | THE FOLLOWING WILL NEED BE ADDRESSED IN THE ENGINEERING |
| | DEVELOPMENT APPLICATION |
| | |
| | A1) WHAT IS THE CONDITION OF THE EXFILTRATION TRENCH, |
| | WHICH WAS DESIGNED TO PROVIDE WATER QUALITY TREATMENT |
| | AND STORM ATTENUATION FOR THIS SITE? PLEASE PROVIDE AN |
| | INSPECTION REPORT SIGNED AND SEALED BY A PROFESSIONAL |
| | ENGINEER. EXFILTRATION TRENCHES TYPICALLY REQUIRE |
| | REPLACEMENT EVERY 10 TO 15 YEARS. THE TRENCHES ON THIS |
| | SITE WERE FIRST INSTALLED IN THE LATE 1980'S AND IT MAY |
| | BE DUE FOR REPLACEMENT. |
| | |
| | A2) IS THE EXISTING EXFILTRATION TRENCH ABLE TO |
| | ACCOMODATE THE ROOF RUNOFF FROM THE PROPOSED NEW |
| | CONSTRUCTION? PLEASE SHOW WHERE THE ROOF DRAINS WILL |
| | DISCHARGE AND THAT THE VELOCITY OF THE ROOF DRAINAGE |
| | WILL NOT ADVERSELY EFFECT THE EFFICIENCY OF THE TRENCH. |
| | |
| | |
| |
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