| Date |
Text |
| 2016-08-09 15:04:09 | 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. IS NOTE #12 ON SHEET C-200 APPLICABLE? |
| | |
| | 2. IDENTIFY THE CONTROL STRUCTURE FOR EXFILTRATION |
| | TRENCH ZONE 1 AND HOW THE TRENCH WILL BE SURCHARGED TO |
| | THE TOP OF THE TRENCH. |
| | |
| | 3. IT APPEARS THE PROPOSED PARKING LOT WILL BE 1 FOOT |
| | TO 2.5 FEET BELOW THE 40TH STREET SIDEWALK AND THE |
| | PROPERTY TO THE NORTH. ARE THE PARKING LOT GRADES |
| | HIGHER THAN THE HYDRAULIC GRADE LINE OF THE 66? STORM |
| | PIPE? |
| | |
| | 4. SHOW THE EXISTING DRAINAGE PIPE RUNNING NORTH UNDER |
| | THE PUBLIC PARKING LOT FROM THE EXISTING DRAINAGE |
| | MANHOLE WHERE THE ONSITE DRAINAGE SYSTEM IS BEING |
| | CONNECTED. |
| | |
| | 5. SHOW EXISTING AND PROPOSED 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 |
| | INDICATING THE CHANGES TO THE ONSITE PEAK FLOOD STAGES |
| | WILL NOT EXCEED THE SFWMD PERMITTED FLOOD STAGES AND |
| | STORMWATER TREATMENT IS BEING PROVIDED PER SFWMD |
| | CRITERIA. THE UNSATURATED DEPTH ?DU? VALUE IN THE |
| | EXFILTRATION TRENCH EQUATION SHOULD BE DEPTH OF THE |
| | EXFILTRATION TRENCH ABOVE THE MEAN HIGH TIDE ELEVATION. |
| | THE HEAD ?H? VALUE IN THE EXFILTRATION TRENCH EQUATION |
| | SHOULD BE THE DIFFERENCE BETWEEN THE TRENCH CONTROL |
| | (WEIR) ELEVATION AND THE MEAN HIGH TIDE ELEVATION |
| | |
| | 3. PROVIDE A COPY OF THE SFWMD ERP FOR THIS PROJECT. |
| | |
| | 4. DETAILS SHEETS WILL NEED TO UTILIZE CITY OF WEST |
| | PALM BEACH STANDARD DETAILS, WHICH MAY BE DOWNLOADED AT |
| | HTTP://WPB.ORG/DEPARTMENTS/ENGINEERING-PUBLIC-WORKS/FO |
| | RMS,-PERMITS-APPLICATIONS |
| | |
| | TRACY WARD, PE |
| | SENIOR STORMWATER ENGINEER |
| | ENGINEERING SERVICES DEPARTMENT |
| | 561-494-1120 |
| | [email protected] |
| | |
| |
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