| Date |
Text |
| 2017-01-11 10:33:35 | 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/DEPARTMENTS/ENGINEERING-PUBLIC-WORKS/FORMS,-PER |
| | MITS-APPLICATIONS |
| | |
| | THE FOLLOWING COMMENTS MUST BE ADDRESSED PRIOR TO SITE |
| | PLAN APPROVAL: |
| | |
| | 1. PRELIMINARY, UPDATED FEMA FLOOD INSURANCE MAPS ARE |
| | AVAILABLE AT |
| | HTTP://MAPS.CO.PALM-BEACH.FL.US/GIS/FLOODZONES.ASPX?. |
| | PLEASE REVIEW THE MAPS AND VERIFY THAT THE NEW MAPS |
| | WILL NOT IMPACT THE PROPOSED PROJECT. |
| | |
| | 2. THE CITY COMMISSION RECENTLY PASSED A RESOLUTION |
| | INCREASING THE FREEBOARD REQUIREMENT TO ONE FOOT ABOVE |
| | BASE FLOOD ELEVATION FOR STRUCTURES IN A SPECIAL FLOOD |
| | HAZARD AREA. |
| | |
| | 3. IDENTIFY THE ENTITY RESPONSIBLE TO MAINTAIN THE |
| | ONSITE DRAINAGE SYSTEMS. |
| | |
| | 4. INDICATE WHETHER THE DRAINAGE SYSTEM (MANHOLES AND |
| | PIPES) IN THE LWDD CANAL R/W HAS BEEN CONSTRUCTED. IF |
| | SO, PLEASE SUBMIT A COPY OF THE AS-BUILT DRAWINGS. IF |
| | NOT, PROVIDE THE DESIGN INFORMATION FOR THE SYSTEM. |
| | |
| | 5. SHOW UTILITIES ON THE LANDSCAPE PLANS. |
| | |
| | THE FOLLOWING COMMENTS MUST BE ADDRESSED PRIOR TO |
| | ISSUANCE OF CONSTRUCTION AUTHORIZATION INCLUDING |
| | BUILDING PERMITS AND ENGINEERING DEVELOPMENT APPROVAL. |
| | |
| | 1. AN ENGINEERING DEVELOPMENT APPROVAL APPLICATION WILL |
| | BE REQUIRED FROM THE ENGINEERING SERVICES DEPARTMENT. |
| | THE ENGINEERING DEVELOPMENT APPROVAL APPLICATION FORMS |
| | CAN BE DOWNLOADED AT: HTTP://WPB.ORG/DEPARTMENTS/ENGINE |
| | ERING-PUBLIC-WORKS/FORMS,-PERMITS-APPLICATIONS |
| | |
| | 2. PROVIDE ENGINEERING CALCULATIONS SIGNED AND SEALED |
| | BY A FLORIDA REGISTERED PROFESSIONAL ENGINEER FOR THE |
| | MINIMUM REQUIRED STORM RUNOFF WATER QUALITY TREATMENT |
| | AND PEAK FLOOD STAGES FOR 5-YEAR 1-DAY, 25-YEAR 3-DAY |
| | AND 100-YEAR 3-DAY DESIGN STORMS PER SFWMD CRITERIA. |
| | |
| | 3. PROVIDE A COPY OF THE SFWMD ERP MODIFICATION FOR |
| | THIS PROPOSED DEVELOPMENT. NOTE SFWMD PERMIT NO. |
| | 50-11023-P ASSUMED THE SITE WOULD BE GRADED NO HIGHER |
| | THAN ELEVATION 15 NGVD AND DID NOT INCLUDE IMPERVIOUS |
| | AREA (OTHER THAN THE ENTRANCE ROAD FROM OKEECHOBEE BLVD |
| | TO THE DEVELOPMENT) WITHIN THE LWDD LATERAL CANAL L-1 |
| | R/W. PRELIMINARY ENGINEERING PLAN SHEET 2 OF 5 SHOWS |
| | MINIMUM ELEVATION OF 16.15 AT CB C1 AND PART OF THE |
| | PARKING LOT ON THE LWDD CANAL R/W. |
| | |
| | 4. PROVIDE A COPY OF THE LWDD PERMIT(S) FOR THIS |
| | PROJECT. |
| | |
| | TRACY WARD, PE |
| | SENIOR STORMWATER ENGINEER |
| | ENGINEERING SERVICES DEPARTMENT |
| | 561-494-1120 |
| | [email protected] |
| | |
| |
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