| Date |
Text |
| 2016-04-11 07:42:53 | 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/ |
| | |
| | THE FOLLOWING COMMENTS MUST BE ADDRESSED PRIOR TO SITE |
| | PLAN APPROVAL. |
| | |
| | 1. PLEASE SUBMIT ESTIMATES FOR THE PEAK POTABLE WATER |
| | DEMAND, SANITARY SEWER FLOW, AND SOLID WASTE COLLECTION |
| | YARDAGE. |
| | |
| | 2. REVISE THE AUTOTURN ANALYSIS FOR THE SOLID WASTE |
| | COLLECTION VEHICLE SO THAT IT DOES NOT HAVE TO CROSS |
| | THE LANE LINE ON WESTBOUND OKEECHOBEE BLVD TO ENTER THE |
| | SITE. |
| | |
| | 3. PRELIMINARY, UPDATED FEMA FLOOD INSURANCE MAPS ARE |
| | AVAILABLE AT HTTP://WWW.CO.PALM-BEACH.FL.US/NEWSROOM/08 |
| | 14/08-26-14-FLOOD_MAPS.HTM. PLEASE REVIEW THE MAPS AND |
| | VERIFY THAT THE NEW MAPS WILL NOT IMPACT THE PROPOSED |
| | PROJECT. |
| | |
| | 4. THE AVAILABLE WATER PRESSURE IN THIS PORTION OF THE |
| | CITY MAY NOT BE ACCEPTABLE AT ELEVATIONS HIGHER THAN |
| | THE 2ND FLOOR. WE RECOMMEND A LONG-TERM PRESSURE STUDY |
| | BE PERFORMED PRIOR TO FINALIZATION OF THE UTILITY |
| | DESIGN. |
| | |
| | 5. PLEASE COORDINATE WITH THE CITY ENGINEERING STAFF |
| | (LAURA LE) FOR THE PROPOSED UTILITY TIE IN LOCATIONS. |
| | THE AGE AND CONDITION OF THE EXISTING PIPES MAY NOT BE |
| | ADEQUATE FOR THE PROPOSED CONNECTIONS. |
| | |
| | 6. SHOW HOW NEW WATER MAIN WILL BE FILLED AND FLUSHED. |
| | REFER TO CITY?S STANDARD DETAIL P-6 PRESSURE PIPE ? |
| | PIGGING PROCEDURE. |
| | |
| | 7. EXISTING WATER SERVICE IS TO BE CUT AND CAPPED AT |
| | THE MAIN WHEN NEW WATER SERVICE BECOMES ACTIVE. THIS |
| | SHALL BE SHOWN IN THE RECORD DRAWINGS. |
| | |
| | 8. INDICATE THE LOCATION OF THE SAMPLE POINT FOR THE |
| | POTABLE WATER SOURCE. |
| | |
| | 9. ON SHEET C3.00, CHANGE NOTE UNDER THE SIGN LEGEND TO |
| | READ A MINIMUM HEIGHT OF 7? (AS OPPOSED TO MAXIMUM |
| | HEIGHT OF 7?). |
| | |
| | 10. LABEL THE VERTICAL DATUM ON THE ENGINEERING PLANS. |
| | |
| | 11. ON SHEET C4.02, SECTION A-A SHOWS AN ELEVATION OF |
| | 24.75 ABOVE ELEVATION 25.56 AND SECTION B-B SHOWS |
| | ELEVATIONS 25.00 AND 25.06 ABOVE ELEVATION 25.57. IT IS |
| | NOT CLEAR HOW THESE ELEVATIONS RELATE TO ONE ANOTHER. |
| | |
| | 12. VERIFY THAT THE PROPOSED SIZE AND QUANTITY OF TRASH |
| | BINS IS APPROPRIATE FOR THE WASTE YARDAGE ANTICIPATED |
| | TO BE GENERATED BY THE COMPLEX. CONSIDER USING A |
| | COMPACTOR TO REDUCE THE YARDAGE OF WASTE THAT WILL NEED |
| | TO BE COLLECTED. IF A COMPACTOR LARGER THAN 8 CUBIC |
| | YARDS IS PROPOSED, PLEASE PROVIDE A LETTER FROM THE |
| | APPROPRIATE PRIVATE SERVICE PROVIDER STATING THEY HAVE |
| | REVIEWED THE PROPOSED SITE PLAN AND WILL BE ABLE TO |
| | SERVICE THE COMPACTOR IN THE PROPOSED LOCATION. |
| | |
| | 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 DIVISION OF THE PUBLIC |
| | WORKS DEPARTMENT. THE ENGINEERING DEVELOPMENT APPROVAL |
| | APPLICATION FORMS CAN BE DOWNLOADED AT |
| | HTTP://WPB.ORG/ENGINEERING/FORMS-AND-PUBLICATIONS/ |
| | |
| | 2. SOLID WASTE YARDAGE WILL NEED TO BE VERIFIED AS PART |
| | OF THE FINAL DESIGN TO VERIFY THAT THE DESIGN INCLUDES |
| | APPROPRIATE NUMBER AND SIZE OF TRASH BINS. |
| | |
| | TRACY WARD, PE |
| | SENIOR STORMWATER ENGINEER |
| | [email protected] |
| | 561-494-1120 |
| | |
| | BRIAN COLLINS, PE |
| | CITY TRAFFIC ENGINEER |
| | [email protected] |
| | 561-494-1040 |
| | |
| | LAURA LE, P.E. |
| | PUBLIC UTILITIES ENGINEER |
| | [email protected] |
| | 561-494-1093 |
| | |
| |
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