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Plan Review Details - Permit 22070991
Plan Review Stops For Permit 22070991 |
Review Stop |
ENG |
ENGINEERING CSD |
Rev No |
2 |
Status |
P |
Date |
2022-10-03 |
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Cont ID |
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Sent By |
rrossano |
Date |
2022-10-03 |
Time |
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Rev Time |
0.00 |
Received By |
rrossano |
Date |
2022-10-03 |
Time |
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Sent To |
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Notes |
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Review Stop |
ENG |
ENGINEERING CSD |
Rev No |
1 |
Status |
P |
Date |
2022-09-22 |
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Cont ID |
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Sent By |
rrossano |
Date |
2022-09-22 |
Time |
|
Rev Time |
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Received By |
rrossano |
Date |
2022-09-22 |
Time |
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Sent To |
I |
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Notes |
2022-09-22 14:25:30 | PASSED WITH PROVISOS: | | | | 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. | | | | MAXIMUM DRIVEWAY WIDTH FOR A SINGLE DRIVEWAY IS 20 FT. | | PLUS A 3 FT. FLARE ON EACH SIDE. | | | | 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 | | (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 | | |
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Review Stop |
I |
INCOMING/PROCESSING |
Rev No |
2 |
Status |
N |
Date |
2022-10-03 |
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Cont ID |
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Sent By |
asangele |
Date |
2022-10-03 |
Time |
10:04 |
Rev Time |
0.00 |
Received By |
asangele |
Date |
2022-10-03 |
Time |
10:04 |
Sent To |
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Notes |
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Review Stop |
I |
INCOMING/PROCESSING |
Rev No |
1 |
Status |
N |
Date |
2022-09-24 |
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Cont ID |
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Sent By |
shill |
Date |
2022-09-24 |
Time |
07:33 |
Rev Time |
0.00 |
Received By |
shill |
Date |
2022-09-22 |
Time |
09:44 |
Sent To |
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Notes |
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Review Stop |
Z |
ZONING |
Rev No |
2 |
Status |
P |
Date |
2022-10-03 |
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Cont ID |
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Sent By |
asangele |
Date |
2022-10-03 |
Time |
10:04 |
Rev Time |
0.00 |
Received By |
asangele |
Date |
2022-10-03 |
Time |
10:04 |
Sent To |
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Notes |
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Review Stop |
Z |
ZONING |
Rev No |
1 |
Status |
F |
Date |
2022-09-22 |
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Cont ID |
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Sent By |
asangele |
Date |
2022-09-22 |
Time |
11:31 |
Rev Time |
0.00 |
Received By |
asangele |
Date |
2022-09-22 |
Time |
11:31 |
Sent To |
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Notes |
2022-09-22 11:33:21 | 9/22/2022 | | FAILED | | | | | | PLEASE LABEL DRIVEWAYS WIDTH ON SURVEY | | | | DRIVEWAY WIDTH CANNOT EXCEED 20FT | | MIN. OF A 3FT BUFFER FROM PROPERTY LINE WHERE DRIVEWAY | | CAN BE LOCATED | | | | ALEXIS SANGELEER | | ASSOCIATE PLANNER | | [email protected] |
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