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Plan Review Details - Project E17010029
| Plan Review Stops For Project E17010029 |
| Review Stop |
ENG-A |
ENGINEERING FORMAL REVIEW |
| Rev No |
2 |
Status |
P |
Date |
08-04-2017 |
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Cont ID |
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| Sent By |
squinone |
Date |
08-04-2017 |
Time |
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Rev Time |
2.00 |
| Received By |
squinone |
Date |
08-04-2017 |
Time |
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Sent To |
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| Notes |
| 2017-08-04 16:54:00 | APPROVED WITH CONDITIONS: | | | | | | - CITY WILL INSPECT PROPOSED 10-FT CROSSWALK AND STOP | | | BAR ALONG PARK PL SHALL BE DESIGNED AND INSTALLED PER | | | FDOT STANDARDS. PAVEMENT MARKING WILL BE IN | | | THERMOPLASTIC. | | | | | | - CITY WILL INSPECT PROPOSED CR-C CURB RAMP ON SOUTH | | | CORNER OF PARK PL. | | | | | | - ISOLATION VALVE WILL BE REQUIRED BETWEEN THE CITY | | | WATERMAIN AND PRIVATE FIRELINE. | | | | | | - UNDERGROUND CONTRACTOR NEITHER THE CITY CONSTRUCTION | | | COORDINATOR DID NOT ATTEND THE MEETING ON 08/04/2017 TO | | | EVELUATE PENDING ENGINEERING PERMIT COMMENTS. | | | | | | - APPROVED MATERIAL LIST MUST BE SUBMITTED TO THE CITY. | | | | | | - BACKFLOW PREVENTION AND FITTING CUT-SHEET MUST BE | | | PROVIDED TO THE CITY. ITEMS SHALL BE LEAD-FREE. | | | | | | SINCERELY, | | | SOFIA QUINONES-BENEJAM, EI | | | PROJECT ENGINEER | | | CITY OF WEST PALM BEACH | | | 401 CLEMATIS STREET, 4TH FLOOR | | | WEST PALM BEACH, FL 33401 | | | P: 561.494.1040 EXT: 1108 | | | C: 561.459.6518 | | | F: 561.494.1116 | | | EMAIL: [email protected] |
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| Review Stop |
ENG-A |
ENGINEERING FORMAL REVIEW |
| Rev No |
1 |
Status |
F |
Date |
01-26-2017 |
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Cont ID |
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| Sent By |
mkhan |
Date |
12-30-2016 |
Time |
14:47 |
Rev Time |
2.00 |
| Received By |
mkhan |
Date |
12-19-2016 |
Time |
14:46 |
Sent To |
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| Notes |
| 2017-01-26 14:57:16 | PROJECT NAME: CITY OF WEST PALM BEACH FIRE STATION #4 - | | | 1718 PARKER AVENUE (RELATED PERMIT #16051078) | | | | | | DATE: DECEMBER 30, 2016 | | | | | | AFTER A REVIEWING THE PLANS DATED 9/1/2016 FOLLOWING | | | ARE OUR COMMENTS: | | | | | | 1. REVISE THE ?AUTO-CALC CERTIFIED COST ESTIMATE? TO | | | SHOW IN THE SPREADSHEET THE ITEMS SEPARATED FOR ONSITE | | | AND FOR WITHIN THE CITY?S RIGHT-OF-WAY. THIS WILL | | | DERIVE THE ACCURATE ?SITE DEVELOPMENT REVIEW FEES? AND | | | ?CONSTRUCTION ADMIN. FEES?; | | | 2. PROPOSED DUMPSTER SHOWN TO BE ON AN EXISTING WATER | | | MAIN. PLEASE MOVE IT OUT OF THE WAY SO THAT FOUNDATION | | | WORK FOR THE DUMPSTER PAD AND ENCLOSURE WALLS DOES NOT | | | DAMAGE IT DURING CONSTRUCTION; | | | 3. SHOW GATE VALVE AT THE PROPERTY LINE BEFORE THE | | | WATER MATER FOR THE 6? WATER LINE. ALSO SHOW AN | | | ?ISOLATION VALVE? BEFORE THE ?DOUBLE DETECTOR CHECK | | | VALVE/ASSEMBLY?; | | | 4. REVISE CLEANOUT LOCATIONS FOR THE SANITARY SERVICES; | | | 5. INCLUDE LATEST VERSION OF THE CITY?S STANDARD | | | DETAILS IN THE PLANS; | | | | | | MOSTAQUE KHAN, P.E. | | | LAND DEVELOPMENT ENGINEER | | | [email protected] | | | 561-494-1124 (OFFICE) | | | |
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| Review Stop |
ENG-D |
ENGINEERING DEFICIENCY REVIEW |
| Rev No |
1 |
Status |
F |
Date |
01-26-2017 |
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Cont ID |
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| Sent By |
mkhan |
Date |
01-26-2017 |
Time |
14:55 |
Rev Time |
2.00 |
| Received By |
mkhan |
Date |
01-24-2017 |
Time |
14:53 |
Sent To |
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| Notes |
| 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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| Review Stop |
ENG-E |
ENGINEERING ENVR. MIT. REVIEW |
| Rev No |
1 |
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| Review Stop |
ENG-F |
ENGINEERING FINAL DRAWING REV |
| Rev No |
1 |
Status |
P |
Date |
11-08-2018 |
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Cont ID |
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| Sent By |
Mgonzale |
Date |
11-08-2018 |
Time |
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Rev Time |
1.00 |
| Received By |
mgonzale |
Date |
11-08-2018 |
Time |
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Sent To |
I |
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| Notes |
| 2018-11-08 14:14:32 | PASSED - FINAL AS-BUILTS AND CERTIFICATION RECEIVED FOR | | | FIRE STATION #4 11/7/2018 | | | |
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| Review Stop |
ENG-M |
ENGINEERING MODIFICATION REV |
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1 |
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| Review Stop |
ENG-P |
ENGINEERING PLANNING REVIEW |
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1 |
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| Review Stop |
ENG-T |
ENGINEERING TRAFFIC STUDY REV |
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1 |
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