| Plan Review Stops For Permit 22040962 |
| Review Stop |
ENG |
ENGINEERING CSD |
| Rev No |
3 |
Status |
P |
Date |
2022-06-21 |
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Cont ID |
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| Sent By |
rrossano |
Date |
2022-06-21 |
Time |
|
Rev Time |
0.00 |
| Received By |
rrossano |
Date |
2022-06-21 |
Time |
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Sent To |
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| Notes |
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| Review Stop |
ENG |
ENGINEERING CSD |
| Rev No |
2 |
Status |
F |
Date |
2022-05-04 |
|
|
Cont ID |
|
| Sent By |
rrossano |
Date |
2022-05-04 |
Time |
|
Rev Time |
0.00 |
| Received By |
rrossano |
Date |
2022-05-04 |
Time |
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Sent To |
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| Notes |
| 2022-05-04 07:44:24 | PREVIOUS UNADDRESSED COMMENT: | | | | | | INDICATE AREAS OF PROPOSED DRIVEWAY CONSTRUCTION ON A | | | COPY OF THE PROPERTY SURVEY. DIMENSION DRIVEWAYS, | | | LOCATED HORIZONTALLY AND VERTICALLY. CALL OUT SETBACK. | | | SHOW ANY WATER METERS, SANITARY CLEANOUTS, STORM INLETS | | | ETC. IN VICINITY OF PROPOSED DRIVEWAY. DO NOT CONSTRUCT | | | DRIVEWAY ON TOP OF WATER METERS, SANITARY CLEANOUTS, | | | STORMWATER INLETS ETC. | | | | | | ALSO, DRIVEWAYS TYPICALLY NEED RADII TO PREVENT DAMAGE | | | TO BOTH EDGES OF DRIVEWAY AND GRASS ADJACENT TO | | | DRIVEWAY. A 3 FT. RADIUS ON EACH SIDE OF EACH DRIVEWAY | | | IS ALLOWED IN ADDITION TO THE 10 FT. DRIVEWAY ITSELF. | | | | | | PLEASE COORDINATE INFORMATION WITH ARCHITECT OR | | | ENGINEER AND REVISE DRAWINGS ACCORDINGLY. | | | | | | THANKS, | | | RICK ROSSANO, SENIOR PROJECT COORDINATOR, | | | CITY OF WPB ENGINEERING SERVICES DEPARTMENT | | | DIRECT: (561) 494-1098, FAX: (561) 494-1116, MOBILE: | | | (561) 246-9525 | | | EMAIL: [email protected] | | | HTTPS://WWW.WPB.ORG/GOVERNMENT/ENGINEERING/ENGINEERING- | | | STANDARDS-DETAILS | | | CENTRAL OPERATIONS CENTER (DISPATCH): | | | 24-HOUR EMERGENCY RESPONSE SERVICES TO PUBLIC | | | UTILITIES, PUBLIC WORKS, PARKS, ETC. 561-822-2210 | | | |
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| Review Stop |
ENG |
ENGINEERING CSD |
| Rev No |
1 |
Status |
F |
Date |
2022-04-25 |
|
|
Cont ID |
|
| Sent By |
rrossano |
Date |
2022-04-25 |
Time |
|
Rev Time |
|
| Received By |
rrossano |
Date |
2022-04-25 |
Time |
|
Sent To |
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| Notes |
| 2022-04-25 10:43:58 | INDICATE AREAS OF PROPOSED DRIVEWAY CONSTRUCTION ON A | | | COPY OF THE PROPERTY SURVEY. DIMENSION DRIVEWAYS, | | | LOCATED HORIZONTALLY AND VERTICALLY. CALL OUT SETBACK. | | | SHOW ANY WATER METERS, SANITARY CLEANOUTS, STORM INLETS | | | ETC. IN VICINITY OF PROPOSED DRIVEWAY. DO NOT CONSTRUCT | | | DRIVEWAY ON TOP OF WATER METERS, SANITARY CLEANOUTS, | | | STORMWATER INLETS ETC. | | | | | | THE PAVER DRIVEWAY AGREEMENT IS A REQUIREMENT IF PAVERS | | | ARE USED IN THE RIGHT OF WAY PORTION OF THE DRIVEWAY. | | | THE AGREEMENT MUST BE RECORDED AT PALM BEACH COUNTY | | | COURTHOUSE - RECORDING DEPT. 4.25. A RECORDED COPY OF | | | THIS DOCUMENT SHOULD BE FAXED TO (561) 494-1116. | | | ATTENTION: DRIVEWAY REVIEWER, AND ALSO UPLOADED WITH | | | RESUBMITTAL OF DEVELOPMENT SERVICES APPLICATION FOR | | | DRIVEWAY. DOCUMENT NEEDS TO BE RECORDED PRIOR TO FINAL | | | SIGN OFF. | | | | | | FOR A PDF COPY OF THE PAVER DRIVEWAY AGREEMENT GO TO: | | | HTTPS://WWW.WPB.ORG/HOME/SHOWPUBLISHEDDOCUMENT/3298/637 | | | 523652570000000 | | | | | | MAXIMUM COMBINED DRIVEWAY WIDTHS AT RIGHT OF WAY SHALL | | | NOT EXCEED 20 FT.PLUS TWO 3 FT. FLARES. | | | | | | THANKS, | | | RICK ROSSANO, SENIOR PROJECT COORDINATOR, | | | CITY OF WPB ENGINEERING SERVICES DEPARTMENT | | | DIRECT: (561) 494-1098, FAX: (561) 494-1116, MOBILE: | | | (561) 246-9525 | | | EMAIL: [email protected] | | | HTTPS://WWW.WPB.ORG/GOVERNMENT/ENGINEERING/ENGINEERING- | | | STANDARDS-DETAILS | | | CENTRAL OPERATIONS CENTER (DISPATCH): | | | 24-HOUR EMERGENCY RESPONSE SERVICES TO PUBLIC | | | UTILITIES, PUBLIC WORKS, PARKS, ETC. 561-822-2210 | | | | | | |
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| Review Stop |
I |
INCOMING/PROCESSING |
| Rev No |
3 |
Status |
N |
Date |
2022-06-29 |
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|
Cont ID |
|
| Sent By |
asangele |
Date |
2022-06-29 |
Time |
11:03 |
Rev Time |
0.00 |
| Received By |
asangele |
Date |
2022-06-29 |
Time |
11:03 |
Sent To |
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| Notes |
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| Review Stop |
I |
INCOMING/PROCESSING |
| Rev No |
2 |
Status |
N |
Date |
2022-05-10 |
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|
Cont ID |
|
| Sent By |
asangele |
Date |
2022-05-10 |
Time |
08:41 |
Rev Time |
0.00 |
| Received By |
asangele |
Date |
2022-05-10 |
Time |
08:41 |
Sent To |
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| Notes |
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| Review Stop |
I |
INCOMING/PROCESSING |
| Rev No |
1 |
Status |
N |
Date |
2022-04-27 |
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|
Cont ID |
|
| Sent By |
asangele |
Date |
2022-04-27 |
Time |
15:44 |
Rev Time |
0.00 |
| Received By |
asangele |
Date |
2022-04-27 |
Time |
15:44 |
Sent To |
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| Notes |
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| Review Stop |
PRIVATEPRV |
PRIVATE PROVIDER DOCUMENTS |
| Rev No |
1 |
Status |
P |
Date |
2022-04-22 |
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Cont ID |
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| Sent By |
shill |
Date |
2022-04-22 |
Time |
07:21 |
Rev Time |
0.00 |
| Received By |
shill |
Date |
2022-04-22 |
Time |
07:21 |
Sent To |
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| Notes |
| 2022-04-22 07:22:07 | REVIEWED UNDER MASTER, INSPECTIONS ONLY | | | |
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| Review Stop |
Z |
ZONING |
| Rev No |
3 |
Status |
P |
Date |
2022-06-29 |
|
|
Cont ID |
|
| Sent By |
asangele |
Date |
2022-06-29 |
Time |
11:03 |
Rev Time |
0.00 |
| Received By |
asangele |
Date |
2022-06-29 |
Time |
11:03 |
Sent To |
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|
| Notes |
|
|
| Review Stop |
Z |
ZONING |
| Rev No |
2 |
Status |
F |
Date |
2022-05-10 |
|
|
Cont ID |
|
| Sent By |
asangele |
Date |
2022-05-10 |
Time |
08:40 |
Rev Time |
0.00 |
| Received By |
asangele |
Date |
2022-05-10 |
Time |
08:40 |
Sent To |
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|
| Notes |
| 2022-05-10 08:41:41 | 5/10/2022 | | | FAIL | | | PLEASE ADDRESS BUILDINGS COMMENTS. | | | | | | | | | ALEXIS SANGELEER | | | ASSOCIATE PLANNER | | | [email protected] |
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|
| Review Stop |
Z |
ZONING |
| Rev No |
1 |
Status |
F |
Date |
2022-04-27 |
|
|
Cont ID |
|
| Sent By |
asangele |
Date |
2022-04-27 |
Time |
15:40 |
Rev Time |
0.00 |
| Received By |
asangele |
Date |
2022-04-27 |
Time |
15:40 |
Sent To |
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|
| Notes |
| 2022-04-27 15:44:08 | 4/27/2022 | | | FAIL | | | DRIVEWAYS CANNOT EXCEED 10FT IN WIDTH. | | | | | | | | | | | | ALEXIS SANGELEER | | | ASSOCIATE PLANNER | | | [email protected] | | | | | | | | | | | | |
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