| Plan Review Stops For Permit 22060626 |
| Review Stop |
B |
BUILDING (STRUCTURAL) |
| Rev No |
2 |
Status |
P |
Date |
2022-07-20 |
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|
Cont ID |
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| Sent By |
jgomez |
Date |
2022-07-20 |
Time |
10:22 |
Rev Time |
0.00 |
| Received By |
jgomez |
Date |
2022-07-20 |
Time |
09:59 |
Sent To |
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| Notes |
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| Review Stop |
B |
BUILDING (STRUCTURAL) |
| Rev No |
1 |
Status |
P |
Date |
2022-07-18 |
|
|
Cont ID |
|
| Sent By |
jgomez |
Date |
2022-07-18 |
Time |
09:28 |
Rev Time |
0.00 |
| Received By |
jgomez |
Date |
2022-07-18 |
Time |
09:28 |
Sent To |
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| Notes |
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| Review Stop |
ENG |
ENGINEERING CSD |
| Rev No |
4 |
Status |
P |
Date |
2022-09-14 |
|
|
Cont ID |
|
| Sent By |
rrossano |
Date |
2022-09-14 |
Time |
|
Rev Time |
0.00 |
| Received By |
rrossano |
Date |
2022-09-14 |
Time |
|
Sent To |
I |
|
| Notes |
| 2022-09-14 08:30:52 | PASSED WITH PROVISOS: | | | | | | DO NOT CONSTRUCT DRIVEWAY ON TOP OF WATER METERS, | | | SANITARY CLEANOUTS, STORMWATER INLETS ETC. | | | | | | CONSTRUCT DRIVEWAY APRON IN COMPLIANCE WITH WPB | | | CONSTRUCTION STANDARD DETAIL GC-5 (WHEN DISTANCE | | | BETWEEN CURB OR EDGE OF PAVEMENT IS 10 FT. OR GREATER), | | | OR STANDARD DETAIL GC-6 (WHEN DISTANCE BETWEEN CURB OR | | | EDGE OF PAVEMENT IS LESS THAN 10 FT.) CITY STANDARD | | | DETAIL IS REQUIRED, SEE LINK BELOW: HTTPS://WWW.WPB.ORG | | | /GOVERNMENT/ENGINEERING/ENGINEERING-STANDARDS-DETAILS | | | | | | CALL 811 FOR UTILITY LOCATES 48 HRS. IN ADVANCE OF | | | CONSTRUCTION. | | | | | | | | | | | | 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 | | | |
|
|
| Review Stop |
ENG |
ENGINEERING CSD |
| Rev No |
3 |
Status |
F |
Date |
2022-08-29 |
|
|
Cont ID |
|
| Sent By |
rrossano |
Date |
2022-08-29 |
Time |
|
Rev Time |
0.00 |
| Received By |
rrossano |
Date |
2022-08-29 |
Time |
|
Sent To |
I |
|
| Notes |
| 2022-08-29 10:15:30 | PLEASE ADDRESS PREVIOUS COMMENTS AND RESPOND TO | | | PREVIOUS COMMENTS IN WRITING. | | | | | | THANKS, | | | RICK ROSSANO, SENIOR PROJECT COORDINATOR, CITY OF WPB | | | ENGINEERING SERVICES DEPARTMENT | | | (561) 494-1098, FAX: (561) 494-1116 EMAIL: | | | [email protected] | | | CENTRAL OPERATIONS CENTER (DISPATCH): | | | 24-HOUR EMERGENCY RESPONSE SERVICES TO PUBLIC | | | UTILITIES, PUBLIC WORKS, PARKS, ETC. 561-822-2210 | | | |
|
|
| Review Stop |
ENG |
ENGINEERING CSD |
| Rev No |
2 |
Status |
F |
Date |
2022-07-25 |
|
|
Cont ID |
|
| Sent By |
rrossano |
Date |
2022-07-25 |
Time |
|
Rev Time |
0.00 |
| Received By |
rrossano |
Date |
2022-07-25 |
Time |
|
Sent To |
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|
| Notes |
| 2022-07-25 15:50:12 | 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. | | | | | | CONSTRUCT DRIVEWAY APRON IN COMPLIANCE WITH WPB | | | CONSTRUCTION STANDARD DETAIL GC-5 (WHEN DISTANCE | | | BETWEEN CURB OR EDGE OF PAVEMENT IS 10 FT. OR GREATER), | | | OR STANDARD DETAIL GC-6 (WHEN DISTANCE BETWEEN CURB OR | | | EDGE OF PAVEMENT IS LESS THAN 10 FT.) CITY STANDARD | | | DETAIL IS REQUIRED, SEE LINK BELOW: HTTPS://WWW.WPB.ORG | | | /GOVERNMENT/ENGINEERING/ENGINEERING-STANDARDS-DETAILS | | | | | | THE PAVER DRIVEWAY AGREEMENT IS A REQUIREMENT IF PAVERS | | | ARE USED IN THE RIGHT OF WAY/APRON PORTION OF THE | | | DRIVEWAY (SECTION OF DRIVEWAY BETWEEN SIDEWALK AND | | | ROAD). THE AGREEMENT SHALL SHOW PROPERTY ADDRESS, PCN | | | NUMBER, PLAT BOOK AND PAGE NUMBERS AND MUST THEN BE | | | RECORDED BY APPLICANT AT PALM BEACH COUNTY COURTHOUSE - | | | RECORDING DEPT. 4.25. A RECORDED COPY OF THIS DOCUMENT | | | SHOULD THEN 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 | | | | | | 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 |
2022-06-14 |
|
|
Cont ID |
|
| Sent By |
rrossano |
Date |
2022-06-14 |
Time |
|
Rev Time |
0.00 |
| Received By |
rrossano |
Date |
2022-06-14 |
Time |
|
Sent To |
|
|
| Notes |
| 2022-06-14 13:57:22 | MAXIMUM DRIVEWAY WIDTH AT RIGHT OF WAY SHALL NOT EXCEED | | | 20 FT.PLUS TWO 3 FT. FLARES. | | | | | | CONSTRUCT DRIVEWAY APRON IN COMPLIANCE WITH WPB | | | CONSTRUCTION STANDARD DETAIL GC-5 (WHEN DISTANCE | | | BETWEEN CURB OR EDGE OF PAVEMENT IS 10 FT. OR GREATER), | | | OR STANDARD DETAIL GC-6 (WHEN DISTANCE BETWEEN CURB OR | | | EDGE OF PAVEMENT IS LESS THAN 10 FT.) CITY STANDARD | | | DETAIL IS REQUIRED, SEE LINK BELOW: HTTPS://WWW.WPB.ORG | | | /GOVERNMENT/ENGINEERING/ENGINEERING-STANDARDS-DETAILS | | | | | | | | | 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 |
2022-08-30 |
|
|
Cont ID |
|
| Sent By |
aoliver |
Date |
2022-08-30 |
Time |
09:51 |
Rev Time |
0.00 |
| Received By |
aoliver |
Date |
2022-08-23 |
Time |
07:36 |
Sent To |
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| Notes |
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| Review Stop |
I |
INCOMING/PROCESSING |
| Rev No |
2 |
Status |
N |
Date |
2022-07-25 |
|
|
Cont ID |
|
| Sent By |
lmarchan |
Date |
2022-07-25 |
Time |
16:47 |
Rev Time |
0.00 |
| Received By |
lmarchan |
Date |
2022-07-19 |
Time |
17:15 |
Sent To |
|
|
| Notes |
|
|
| Review Stop |
I |
INCOMING/PROCESSING |
| Rev No |
1 |
Status |
N |
Date |
2022-07-18 |
|
|
Cont ID |
|
| Sent By |
jgomez |
Date |
2022-07-18 |
Time |
09:31 |
Rev Time |
0.00 |
| Received By |
jgomez |
Date |
2022-06-13 |
Time |
10:17 |
Sent To |
I |
|
| Notes |
|
|
| Review Stop |
SIGNATURE |
ELECTRONIC SIGNATURE SHEET |
| Rev No |
1 |
Status |
N |
Date |
2022-07-18 |
|
|
Cont ID |
|
| Sent By |
jgomez |
Date |
2022-07-18 |
Time |
09:31 |
Rev Time |
0.00 |
| Received By |
jgomez |
Date |
2022-07-18 |
Time |
09:31 |
Sent To |
|
|
| Notes |
|
|
| Review Stop |
Z |
ZONING |
| Rev No |
3 |
Status |
P |
Date |
2022-08-26 |
|
|
Cont ID |
|
| Sent By |
asangele |
Date |
2022-08-26 |
Time |
16:22 |
Rev Time |
0.00 |
| Received By |
asangele |
Date |
2022-08-26 |
Time |
16:22 |
Sent To |
|
|
| Notes |
|
|
| Review Stop |
Z |
ZONING |
| Rev No |
2 |
Status |
F |
Date |
2022-07-25 |
|
|
Cont ID |
|
| Sent By |
asangele |
Date |
2022-07-25 |
Time |
11:58 |
Rev Time |
0.00 |
| Received By |
asangele |
Date |
2022-07-25 |
Time |
11:58 |
Sent To |
|
|
| Notes |
| 2022-07-25 12:00:12 | 7/25/2022 | | | FAIL | | | THERE IS A 3FT MIN SETBACK OFF PROPERTY LINE WHERE | | | DRIVEWAY CAN BE LOCATED. | | | | | | | | | | | | ALEXIS SANGELEER | | | ASSOCIATE PLANNER | | | [email protected] |
|
|
| Review Stop |
Z |
ZONING |
| Rev No |
1 |
Status |
F |
Date |
2022-06-21 |
|
|
Cont ID |
|
| Sent By |
asangele |
Date |
2022-06-21 |
Time |
11:49 |
Rev Time |
0.00 |
| Received By |
asangele |
Date |
2022-06-21 |
Time |
11:49 |
Sent To |
|
|
| Notes |
| 2022-06-21 11:52:30 | 6/21/2022 | | | FAIL | | | DRIVEWAY WIDTH CANNOT EXCEED 20FT | | | 3FT MIN. SETBACK FROM THE PROPERTY LINE WHERE A | | | DRIVEWAY CAN BE LOCATED | | | | | | | | | | | | ALEXIS SANGELEER | | | ASSOCIATE PLANNER | | | [email protected] |
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