| Plan Review Stops For Permit 12120073 |
| Review Stop |
ENG |
ENGINEERING CSD |
| Rev No |
1 |
Status |
P |
Date |
2012-12-17 |
|
|
Cont ID |
|
| Sent By |
mgonzale |
Date |
2012-12-17 |
Time |
|
Rev Time |
1.00 |
| Received By |
mgonzale |
Date |
2012-12-17 |
Time |
|
Sent To |
|
|
| Notes |
| 2012-12-17 10:52:49 | NO CONFLICT WITH UTILITIES. | | | | | | 6"THICK DRIVEWAY APRON MUST HAVE 3000 PSI | | | ALSO 6" THICK SIDEWALK ALONG THE DRIVEABLE PROTION MUST | | | BE INSTALLED. | | | | | | DRIVEWAY MUST NOT POSE A TRIPPING HAZZARD WHEN ABUTTING | | | EXISTING PORTION. | | | CONTROL JOINT MUST BE PROVIDED BETWEEN EXISTING AND NEW | | | CONCRETE. | | | | | | ANY QUESTIONS CONTACT ME DIRECTLY | | | MANNY GONZALEZ | | | ENGINEERING PROJECT COOR | | | (561) 494-1085 |
|
|
| Review Stop |
I |
INCOMING/PROCESSING |
| Rev No |
1 |
Status |
N |
Date |
2012-12-20 |
|
|
Cont ID |
|
| Sent By |
shill |
Date |
2012-12-20 |
Time |
09:53 |
Rev Time |
0.00 |
| Received By |
shill |
Date |
2012-12-04 |
Time |
12:27 |
Sent To |
|
|
| Notes |
| 2012-12-04 12:27:52 | SENT TO ZONING BOX |
|
|
| Review Stop |
Z |
ZONING |
| Rev No |
1 |
Status |
P |
Date |
2012-12-11 |
|
|
Cont ID |
|
| Sent By |
mdekle |
Date |
2012-12-11 |
Time |
|
Rev Time |
|
| Received By |
mdekle |
Date |
2012-12-05 |
Time |
|
Sent To |
ENG |
|
| Notes |
|
|
|
