| Plan Review Stops For Permit 18020771 |
| Review Stop |
ENG |
ENGINEERING CSD |
| Rev No |
1 |
Status |
P |
Date |
2018-03-02 |
|
|
Cont ID |
|
| Sent By |
squinone |
Date |
2018-03-02 |
Time |
13:26 |
Rev Time |
0.00 |
| Received By |
squinone |
Date |
2018-03-02 |
Time |
|
Sent To |
I |
|
| Notes |
| 2018-03-02 13:26:15 | 1) DRIVEWAYS WITHIN CITY'S RIGHT-OF-WAY MUST BE 6-INCH | | | THICK CONCRETE, 3000 PSI. MAINTAIN EXISTING SWALE | | | SLOPE. REFER TO CITY STANDARD DETAIL GC-6. | | | 2) CONCRETE DRIVEWAY MAXIMUM WIDTH IS 20-FT. | | | 3) REQUIRED TO SUBMIT CONCRETE TICKETS FROM CONCRETE | | | COMPANY. | | | 4) CONTRACTOR MUST CALL SUNSHINE 811 PRIOR TO DIGGING | | | FOR UTILITY LOCATES. | | | | | | SOFIA QUINONES-BENEJAM, EI | | | PROJECT ENGINEER | | | CITY OF WEST PALM BEACH | | | 401 CLEMATIS STREET, 4TH FLOOR | | | WEST PALM BEACH, FL 33402 | | | (MAILING ADDRESS: PO BOX 3366) | | | P: 561.494.1108 | | | C: 561.459.6518 | | | F: 561.494.1116 | | | EMAIL: [email protected] |
|
|
| Review Stop |
I |
INCOMING/PROCESSING |
| Rev No |
1 |
Status |
N |
Date |
2018-03-02 |
|
|
Cont ID |
|
| Sent By |
cpuell |
Date |
2018-03-02 |
Time |
15:06 |
Rev Time |
0.00 |
| Received By |
cpuell |
Date |
2018-02-20 |
Time |
08:25 |
Sent To |
|
|
| Notes |
| 2018-02-21 08:25:16 | ROUTED TO ZONING |
|
|
| Review Stop |
Z |
ZONING |
| Rev No |
1 |
Status |
P |
Date |
2018-02-26 |
|
|
Cont ID |
|
| Sent By |
ajones |
Date |
2018-02-26 |
Time |
15:41 |
Rev Time |
0.00 |
| Received By |
ajones |
Date |
2018-02-22 |
Time |
10:47 |
Sent To |
ENG |
|
| Notes |
|
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