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Plan Review Details - Permit 22100651
Plan Review Stops For Permit 22100651 |
Review Stop |
ENG |
ENGINEERING CSD |
Rev No |
2 |
Status |
P |
Date |
2023-02-21 |
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Cont ID |
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Sent By |
rrossano |
Date |
2023-02-21 |
Time |
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Rev Time |
0.00 |
Received By |
rrossano |
Date |
2023-02-21 |
Time |
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Sent To |
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Notes |
2023-02-21 11:22:28 | PASSED WITH PROVISO: THERE ARE WATER AND SEWER LINES IN | | THE VICINITY OF THIS PROJECT. PER CHAPTER 556 OF THE | | FLORIDA STATE STATUTES, YOU MUST CALL 811 FOR UTILITY | | LOCATES AT LEAST TWO FULL BUSINESS DAYS IN ADVANCE OF | | ANY CONSTRUCTION OR DEMOLITION WORK. INFORMATION CAN BE | | FOUND HERE: HTTP://WWW.SUNSHINE811.COM/ | | | | THANKS, | | RICK ROSSANO, SENIOR PROJECT COORD., WPB ENG. SERVICES | | DEPT., 561-494-1098, FAX: 561-494-1116 [email protected] | | FOR 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 |
2022-10-19 |
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Cont ID |
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Sent By |
rrossano |
Date |
2022-10-19 |
Time |
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Rev Time |
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Received By |
rrossano |
Date |
2022-10-19 |
Time |
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Sent To |
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Notes |
2022-10-19 12:37:56 | CALL OUT MIN. 3 FT. SETBACK FROM EDGE OF PROPOSED | | DRIVEWAY TO PROPERTY LINE. 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 | | | | SHOW WIDTHS OF PROPOSED DRIVEWAY APRONS. MAXIMUM | | DRIVEWAY WIDTHS AT RIGHT OF WAY SHALL NOT EXCEED 20 FT. | | (OR TWO 10 FT. APRONS) PLUS TWO 3 FT. FLARES ON EACH | | DRIVEWAY. | | | | 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 COORD., WPB ENG. SERVICES | | DEPT., 561-494-1098, FAX: 561-494-1116 [email protected] | | FOR 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 |
2 |
Status |
N |
Date |
2023-03-03 |
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Cont ID |
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Sent By |
asangele |
Date |
2023-03-03 |
Time |
09:51 |
Rev Time |
0.00 |
Received By |
asangele |
Date |
2023-02-20 |
Time |
09:51 |
Sent To |
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Notes |
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Review Stop |
I |
INCOMING/PROCESSING |
Rev No |
1 |
Status |
P |
Date |
2022-10-20 |
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Cont ID |
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Sent By |
afowlkes |
Date |
2022-10-20 |
Time |
16:09 |
Rev Time |
0.00 |
Received By |
afowlkes |
Date |
2022-10-17 |
Time |
06:04 |
Sent To |
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Notes |
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Review Stop |
Z |
ZONING |
Rev No |
2 |
Status |
P |
Date |
2023-03-03 |
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Cont ID |
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Sent By |
ASangele |
Date |
2023-03-03 |
Time |
09:51 |
Rev Time |
0.00 |
Received By |
asangele |
Date |
2023-03-03 |
Time |
09:51 |
Sent To |
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Notes |
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Review Stop |
Z |
ZONING |
Rev No |
1 |
Status |
F |
Date |
2022-10-20 |
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Cont ID |
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Sent By |
afowlkes |
Date |
2022-10-20 |
Time |
16:07 |
Rev Time |
0.00 |
Received By |
afowlkes |
Date |
2022-10-20 |
Time |
16:07 |
Sent To |
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Notes |
2022-10-20 16:08:44 | 10/20/22 FAILED | | | | CALL OUT THE SIDE SETBACKS FOR THE DRIVEWAYS. | | | | ADDITIONALLY, PROVIDE THE WIDTH OF THE DRIVEWAYS AT THE | | POINT THEY CONNECT TO THE APRON. PER CITY CODE THIER | | COMBINED WIDTH CANNOT EXCEED 20 FT. | | | | ALEANDER FOWLKES | | [email protected] | | 5618221431 |
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