| Date |
Text |
| 2017-01-26 15:56:45 | CITY OF WEST PALM BEACH |
| | |
| | ENGINEERING SERVICES DEPARTMENT |
| | |
| | PROJECT NAME: CITY OF WEST PALM BEACH FIRE STATION #4 ? |
| | 1718 PARKER AVENUE - PERMIT #16051078 |
| | |
| | DATE: JANUARY 24TH AND 26TH, 2017 |
| | |
| | AFTER A REVIEWING THE REVISED PLANS DATED 1/24/2017 |
| | FOLLOWING ARE GENERAL AND UTILITY RELATED COMMENTS: |
| | |
| | 1. REVISED THE ?AUTO-CALC CERTIFIED COST ESTIMATE? HAS |
| | NOT BEEN RECEIVED WITH THE REVISED PLANS; |
| | 5. INCLUDE IN ALL DETAIL SHEETS CITY?S LATEST VERSION |
| | OF THE STANDARD DETAILS (2016) IN THE PLANS. CAD FILES |
| | FOR ALL CITY DETAILS HAVE BEEN EMAILED ON 1/24/2017; |
| | |
| | FOLLOWING COMMENTS ARE FROM COTY?S STORMWATER ENGINEER |
| | AND RELATED TO DRAINAGE: |
| | |
| | 1. MINIMUM GRATE ELEVATION (PARKING LOT) FOR |
| | EXFILTRATION TRENCH SHOULD BE 12.0; |
| | 2. H2 IN THE EXFILTRATION TRENCH CALCULATION SHOULD BE |
| | 12.0? MINUS THE TRENCH BOTTOM ELEVATION. REVISE THE |
| | CALCULATIONS; |
| | 3. EXPLAIN HOW THE RUNOFF IS CONTROLLED FOR |
| | 25-YEAR/3-DAY STORM. CALCULATIONS SHOW PEAK STAGE 15.17 |
| | NGVD (PAGE 11). PERIMETER GRADE IS 13.24 OFF PARKER |
| | AVE.; |
| | 4. THIS IS A CRITICAL FACILITY (FIRE STATION), HENCE |
| | PROVIDE THE 500-YEAR FLOOD STAGE ELEVATION; |
| | 5. INSTEAD OF REDUCING RAINFALL BY THE EQUIVALENT |
| | TREATMENT STORAGE DEPTH, KEEP RAINFALL AT 12.8 INCH AND |
| | 15 INCH. AND ADD THE TREATMENT STORAGE TO THE |
| | STAGE-STORAGE TABLE; |
| | 6. DOES THE PROPOSED GRADING MEET THE C-51 BASIN |
| | COMPENSATORY STORAGE? |
| | 7. DOUBLE STRIPING ON STREET PARALLEL PARKING DOES NOT |
| | MEET CITY STANDARD; |
| | |
| | MOSTAQUE KHAN, P.E. |
| | LAND DEVELOPMENT ENGINEER |
| | [email protected] |
| | 561-494-1124 (OFFICE) |
| | |
| |
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