| Date |
Text |
| 2016-07-13 12:48:18 | 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 ARE 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. PLEASE REVISE THE LANDSCAPE PLAN TO SHOW LOCATIONS |
| | OF ALL EXISTING AND PROPOSED UTILITIES INCLUDING BUT |
| | NOT LIMITED TO WATER METERS, VALVES, CLEAN-OUTS, LIGHT |
| | POLES, ETC. ROOT BARRIERS MAY BE REQUIRED WHERE |
| | PLANTINGS ARE NEAR UNDERGROUND STORMWATER, SANITARY, OR |
| | POTABLE WATER LINES. |
| | |
| | 3. PLEASE ALSO SHOW THE LOCATIONS OF ROOF DRAINS AND |
| | INDICATE WHERE THE DISCHARGE WILL BE DIRECTED. RUNOFF |
| | VELOCITY AND VOLUME SHOULD NOT EXCEED EXISTING |
| | CONDITIONS. |
| | |
| | 4. SHOW EXISTING EASEMENTS ON THE SITE PLAN. THE |
| | BOUNDARY SURVEY SHOWS A FPL EASEMENT THAT MAY CUT |
| | ACROSS THE SOUTHWEST CORNER OF THE PROPOSED BUILDING. |
| | |
| | 5. NORTH ARROW ON SHEETS C-2 AND C-3 APPEARS TO BE |
| | POINTING IN THE WEST DIRECTION. |
| | |
| | 6. THE POLLUTION PREVENTION PLAN ON SHEET C-2 CALLS OUT |
| | SILT FENCE OR HAY BALES ALONG THE EAST SIDE OF THE |
| | PROPERTY SITE. IS THERE CONSTRUCTION IN THIS AREA THAT |
| | WOULD REQUIRE PLACEMENT OF SILT FENCE HERE? |
| | |
| | 7. SHEETS C-2 AND C-3 LABEL PROPOSED BUILDING AS 13,600 |
| | S.F. SITE PLAN LABELS THE PROPOSED BUILDING AS 81,600 |
| | S.F. |
| | |
| | 8. SITE GRADING AROUND THE BUILDING SHOULD PREVENT |
| | RUNOFF FROM FLOWING ONTO ADJACENT PROPERTIES. |
| | |
| | 9. INDICATE ON THE CONCEPTUAL CIVIL PLAN (SHEET C-3) |
| | WHERE THE SIDEWALK WILL BE FLUSH WITH THE EDGE OF |
| | PAVEMENT AND WHERE RAISED CURBING WILL BE LOCATED |
| | ADJACENT TO PERVIOUS/LANDSCAPED AREAS. |
| | |
| | 10. SHOW ON THE PRELIMINARY ENGINEERING PLAN THE |
| | LOCATION OF THE CATCH BASIN INLET ON AUSTRALIAN AVE AND |
| | THE STORM PIPE BETWEEN THE INLET AND THE CANAL. |
| | |
| | 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. |
| | |
| | 3. PROVIDE A COPY OF THE SFWMD ERP MODIFICATION FOR |
| | THIS PROPOSED DEVELOPMENT. |
| | |
| | 4. DETAILS SHEETS WILL NEED TO UTILIZE STANDARD CITY OF |
| | WEST PALM BEACH DETAILS, WHICH MAY BE DOWNLOADED AT HTT |
| | P://WPB.ORG/DEPARTMENTS/ENGINEERING-PUBLIC-WORKS/FORMS, |
| | -PERMITS-APPLICATIONS |
| | |
| | TRACY WARD, PE |
| | SENIOR STORMWATER ENGINEER |
| | ENGINEERING SERVICES DEPARTMENT |
| | 561-494-1120 |
| | [email protected] |
| | |
| |
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