 |
Plan Review Details - Permit 22121336
| Plan Review Stops For Permit 22121336 |
| Review Stop |
ENG |
ENGINEERING CSD |
| Rev No |
5 |
Status |
P |
Date |
2023-03-27 |
|
|
Cont ID |
|
| Sent By |
rrossano |
Date |
2023-03-27 |
Time |
|
Rev Time |
0.00 |
| Received By |
rrossano |
Date |
2023-03-27 |
Time |
|
Sent To |
|
|
| Notes |
|
|
| Review Stop |
ENG |
ENGINEERING CSD |
| Rev No |
4 |
Status |
P |
Date |
2023-03-20 |
|
|
Cont ID |
|
| Sent By |
rrossano |
Date |
2023-03-20 |
Time |
|
Rev Time |
0.00 |
| Received By |
rrossano |
Date |
2023-03-20 |
Time |
|
Sent To |
|
|
| Notes |
| 2023-03-20 09:53:27 | PASSED WITH PROVISO: | | | | | | CALL 811 FOR UTILITY LOCATES 48 HRS. IN ADVANCE OF | | | CONSTRUCTION. | | | | | | 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 |
|
|
| Review Stop |
ENG |
ENGINEERING CSD |
| Rev No |
3 |
Status |
F |
Date |
2023-02-21 |
|
|
Cont ID |
|
| Sent By |
rrossano |
Date |
2023-02-21 |
Time |
|
Rev Time |
0.00 |
| Received By |
rrossano |
Date |
2023-02-21 |
Time |
|
Sent To |
I |
|
| Notes |
| 2023-02-21 08:59:00 | 1) ADDRESS ZONING COMMENTS REGARDING PROXIMITY OF | | | PROPOSED DRIVEWAY TO EXISTING STOP SIGN AND MANHOLE. | | | 2) PAVER AGREEMENT IS NOT REQUIRED UNLESS PAVERS ARE | | | PROPOSED IN RIGHT OF WAY. | | | 3) PROVIDE SIDEWALK CONNECTIVITY ALONG PROPERTY | | | FRONTAGE. | | | 4) 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 | | | |
|
|
| Review Stop |
ENG |
ENGINEERING CSD |
| Rev No |
2 |
Status |
F |
Date |
2023-01-17 |
|
|
Cont ID |
|
| Sent By |
lquinone |
Date |
2023-01-17 |
Time |
09:37 |
Rev Time |
0.00 |
| Received By |
lquinone |
Date |
2023-01-17 |
Time |
09:41 |
Sent To |
|
|
| Notes |
| 2023-01-17 09:41:04 | | | | 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 WIDTHS AT RIGHT OF WAY SHALL NOT | | | EXCEED 20 FT. PLUS TWO 3 FT. FLARES. (TWO 10 FT. | | | DRIVEWAYS PLUS 3 FT. FLARES ON EACH ARE ACCEPTABLE). | | | | | | SHOW EXISTING OR PROPOSED DRIVEWAY APRON. 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. | | | | | | UPDATE SURVEY WITH REQUESTED INFORMATION AND RESUBMIT | | | WITH A COPY OF THE APPLICABLE STANDARD DETAIL FOR | | | DRIVEWAYS. | | | | | | TO RESUBMIT, YOU MUST FIRST WAIT TILL ALL THE PLAN | | | REVIEWS ARE COMPLETE. EVEN IF YOU FAILED ONE TRADE AND | | | WANT TO ADDRESS THE COMMENTS IMMEDIATELY, YOU MUST WAIT | | | FOR ALL OTHER TRADES TO REVIEW YOUR PLAN. RESUBMITTING | | | BEFORE PLAN REVIEW IS COMPLETE WILL DELAY YOUR PLAN | | | REVIEW TIME. | | | | | | ONCE ALL PLAN REVIEWS ARE COMPLETE, IF YOU DON???T | | | UNDERSTAND THE FAILED PLAN REVIEW COMMENTS, AS A BEST | | | PRACTICE YOU SHOULD CALL OR EMAIL YOUR PLAN REVIEWER TO | | | DISCUSS. EVERY PLAN REVIEWER INCLUDES THEIR NAME, PHONE | | | AND EMAIL ADDRESS IN THE COMMENTS. TO VIEW YOUR PLAN | | | REVIEW COMMENTS ONLINE, GO TO THE DEVELOPMENT SERVICES | | | WEBSITE AT HTTPS://WWW.WPB.ORG/GOVERNMENT/DEVELOPMENT-S | | | ERVICES/PERMITS AND SEE WHERE CAN I FIND MY PLAN REVIEW | | | COMMENTS ONLINE? FOR INSTRUCTIONS. | | | | | | FOR QUESTIONS ABOUT HOW TO RESUBMIT, SEE INFO ON | | | WEBSITE OR EMAIL [email protected] AND A BUILDING DIVISION | | | TEAM MEMBER WILL HELP YOU. | | | | | | THANKS, | | | LINDA M. QUINONES-CINTRON, PROJECT COORDINATOR, | | | ENGINEERING SERVICES DEPARTMENT (561) 494-1085 | | | [email protected] | | | FOR 24-HOUR EMERGENCY RESPONSE SERVICES TO PUBLIC | | | UTILITIES, PUBLIC WORKS, PARKS, ETC. 561-822-2210 | | | |
|
|
| Review Stop |
ENG |
ENGINEERING CSD |
| Rev No |
1 |
Status |
F |
Date |
2023-01-04 |
|
|
Cont ID |
|
| Sent By |
lquinone |
Date |
2023-01-04 |
Time |
11:20 |
Rev Time |
0.00 |
| Received By |
lquinone |
Date |
2023-01-04 |
Time |
11:20 |
Sent To |
|
|
| Notes |
| 2023-01-04 11:21:48 | DIMENSION DRIVEWAYS, LOCATED HORIZONTALLY AND | | | VERTICALLY. CALL OUT MIN. 3 FT. SETBACK FROM EDGE OF | | | PROPOSED DRIVEWAY TO PROPERTY LINE. DO NOT CONSTRUCT | | | DRIVEWAY ON TOP OF WATER METERS, SANITARY CLEANOUTS, | | | STORMWATER INLETS ETC. MAXIMUM DRIVEWAY WIDTHS AT RIGHT | | | OF WAY SHALL NOT EXCEED 20 FT. PLUS TWO 3 FT. FLARES. | | | (TWO 10 FT. DRIVEWAYS PLUS 3 FT. FLARES ON EACH ARE | | | ACCEPTABLE). | | | | | | 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. | | | | | | UPDATE SURVEY WITH REQUESTED INFORMATION AND RESUBMIT | | | WITH A COPY OF THE APPLICABLE STANDARD DETAIL FOR | | | DRIVEWAYS. | | | | | | TO RESUBMIT, YOU MUST FIRST WAIT TILL ALL THE PLAN | | | REVIEWS ARE COMPLETE. EVEN IF YOU FAILED ONE TRADE AND | | | WANT TO ADDRESS THE COMMENTS IMMEDIATELY, YOU MUST WAIT | | | FOR ALL OTHER TRADES TO REVIEW YOUR PLAN. RESUBMITTING | | | BEFORE PLAN REVIEW IS COMPLETE WILL DELAY YOUR PLAN | | | REVIEW TIME. | | | | | | ONCE ALL PLAN REVIEWS ARE COMPLETE, IF YOU DON???T | | | UNDERSTAND THE FAILED PLAN REVIEW COMMENTS, AS A BEST | | | PRACTICE YOU SHOULD CALL OR EMAIL YOUR PLAN REVIEWER TO | | | DISCUSS. EVERY PLAN REVIEWER INCLUDES THEIR NAME, PHONE | | | AND EMAIL ADDRESS IN THE COMMENTS. TO VIEW YOUR PLAN | | | REVIEW COMMENTS ONLINE, GO TO THE DEVELOPMENT SERVICES | | | WEBSITE AT HTTPS://WWW.WPB.ORG/GOVERNMENT/DEVELOPMENT-S | | | ERVICES/PERMITS AND SEE WHERE CAN I FIND MY PLAN REVIEW | | | COMMENTS ONLINE? FOR INSTRUCTIONS. | | | | | | FOR QUESTIONS ABOUT HOW TO RESUBMIT, SEE INFO ON | | | WEBSITE OR EMAIL [email protected] AND A BUILDING DIVISION | | | TEAM MEMBER WILL HELP YOU. | | | | | | THANKS, | | | LINDA M. QUINONES-CINTRON, PROJECT COORDINATOR, | | | ENGINEERING SERVICES DEPARTMENT (561) 494-1085 | | | [email protected] | | | FOR 24-HOUR EMERGENCY RESPONSE SERVICES TO PUBLIC | | | UTILITIES, PUBLIC WORKS, PARKS, ETC. 561-822-2210 | | | |
|
|
| Review Stop |
I |
INCOMING/PROCESSING |
| Rev No |
5 |
Status |
N |
Date |
2023-04-04 |
|
|
Cont ID |
|
| Sent By |
asangele |
Date |
2023-04-04 |
Time |
16:37 |
Rev Time |
0.00 |
| Received By |
asangele |
Date |
2023-04-04 |
Time |
16:37 |
Sent To |
|
|
| Notes |
|
|
| Review Stop |
I |
INCOMING/PROCESSING |
| Rev No |
4 |
Status |
N |
Date |
2023-03-20 |
|
|
Cont ID |
|
| Sent By |
asangele |
Date |
2023-03-20 |
Time |
11:04 |
Rev Time |
0.00 |
| Received By |
asangele |
Date |
2023-03-20 |
Time |
11:04 |
Sent To |
|
|
| Notes |
|
|
| Review Stop |
I |
INCOMING/PROCESSING |
| Rev No |
3 |
Status |
N |
Date |
2023-02-22 |
|
|
Cont ID |
|
| Sent By |
asangele |
Date |
2023-02-22 |
Time |
09:21 |
Rev Time |
0.00 |
| Received By |
asangele |
Date |
2023-02-22 |
Time |
09:21 |
Sent To |
|
|
| Notes |
|
|
| Review Stop |
I |
INCOMING/PROCESSING |
| Rev No |
2 |
Status |
N |
Date |
2023-01-18 |
|
|
Cont ID |
|
| Sent By |
lmarchan |
Date |
2023-01-18 |
Time |
11:40 |
Rev Time |
0.00 |
| Received By |
lmarchan |
Date |
2023-01-11 |
Time |
06:43 |
Sent To |
|
|
| Notes |
|
|
| Review Stop |
I |
INCOMING/PROCESSING |
| Rev No |
1 |
Status |
N |
Date |
2023-01-10 |
|
|
Cont ID |
|
| Sent By |
asangele |
Date |
2023-01-10 |
Time |
12:28 |
Rev Time |
0.00 |
| Received By |
asangele |
Date |
2023-01-10 |
Time |
12:28 |
Sent To |
|
|
| Notes |
|
|
| Review Stop |
Z |
ZONING |
| Rev No |
5 |
Status |
P |
Date |
2023-04-04 |
|
|
Cont ID |
|
| Sent By |
asangele |
Date |
2023-04-04 |
Time |
16:37 |
Rev Time |
0.00 |
| Received By |
asangele |
Date |
2023-04-04 |
Time |
16:37 |
Sent To |
|
|
| Notes |
|
|
| Review Stop |
Z |
ZONING |
| Rev No |
4 |
Status |
F |
Date |
2023-03-20 |
|
|
Cont ID |
|
| Sent By |
asangele |
Date |
2023-03-20 |
Time |
11:01 |
Rev Time |
0.00 |
| Received By |
asangele |
Date |
2023-03-20 |
Time |
11:01 |
Sent To |
|
|
| Notes |
| 2023-03-20 11:04:05 | FAILED | | | 3/20/2023 | | | | | | REPEAT COMMENT | | | | | | | | | NEEDS TO SHOW THAT PROPOSED DRIVEWAY MEETS LANDSCAPE | | | FRONT REQUIREMENT | | | | | | | | | ARTICLE XV. SECTION 94-482 | | | LOCATION AND SURFACE. REQUIRED OFF-STREET PARKING | | | SPACES FOR LESS THAN THREE RESIDENTIAL DWELLING UNITS | | | SHALL BE PROVIDED ON THE PROPERTY ON WHICH THE UNITS | | | ARE LOCATED. REQUIRED PARKING MAY BE LOCATED IN A FRONT | | | YARD; HOWEVER, THE LESSER OF 1,000 SQUARE FEET OR 75 | | | PERCENT OF THE FRONT YARD AREA SHALL BE LANDSCAPED WITH | | | LIVING PLANT MATERIAL (SUCH AS GRASS, GROUND COVER, | | | SHRUBS, HEDGES, VINES OR TREES). | | | | | | | | | | | | ALEXIS SANGELEER | | | PLANNER | | | [email protected] |
|
|
| Review Stop |
Z |
ZONING |
| Rev No |
3 |
Status |
F |
Date |
2023-02-16 |
|
|
Cont ID |
|
| Sent By |
asangele |
Date |
2023-02-16 |
Time |
09:45 |
Rev Time |
0.00 |
| Received By |
asangele |
Date |
2023-02-16 |
Time |
09:45 |
Sent To |
|
|
| Notes |
| 2023-02-16 09:48:08 | FAILED | | | 2/16/2023 | | | | | | | | | THERE IS A STOP SIGN AND A MAN HOLE THE DRIVEWAY CANNOT | | | BE LOCATED IN THE PROPOSED LOCATION | | | | | | CIRCULAR DRIVEWAYS THE INTERIOR ARC MAY BE AN IRREGULAR | | | SHAPE, BUT SHALL HAVE A MINIMUM RADIUS OF FIVE FEET. | | | | | | BOTH OPENING CANNOT EXCEED 10FT EACH SIDE | | | THERE IS A 3FT MIN BUFFER FROM THE PROPERTY LINE WHERE | | | THE DRIVEWAY CAN BE LOCATED ON BOTH SIDES | | | | | | THE LESSER OF 1,000 SQUARE FEET OR 75 PERCENT OF THE | | | FRONT YARD AREA SHALL BE LANDSCAPED WITH LIVING PLANT | | | MATERIAL (SUCH AS GRASS, GROUND COVER, SHRUBS, HEDGES, | | | VINES OR TREES). | | | | | | | | | | | | | | | ALEXIS SANGELEER | | | PLANNER | | | [email protected] |
|
|
| Review Stop |
Z |
ZONING |
| Rev No |
2 |
Status |
F |
Date |
2023-01-13 |
|
|
Cont ID |
|
| Sent By |
asangele |
Date |
2023-01-13 |
Time |
08:35 |
Rev Time |
0.00 |
| Received By |
asangele |
Date |
2023-01-13 |
Time |
08:35 |
Sent To |
|
|
| Notes |
| 2023-01-13 08:41:34 | FAIL | | | 1/13/2023 | | | REAPEAT COMMENT | | | | | | CIRCULAR DRIVEWAYS THE INTERIOR ARC MAY BE AN IRREGULAR | | | SHAPE, BUT SHALL HAVE A MINIMUM RADIUS OF FIVE FEET. | | | | | | BOTH OPENING CANNOT EXCEED 10FT EACH SIDE | | | THERE IS A 3FT MIN BUFFER FROM THE PROPERTY LINE WHERE | | | THE DRIVEWAY CAN BE LOCATED ON BOTH SIDES | | | | | | THE LESSER OF 1,000 SQUARE FEET OR 75 PERCENT OF THE | | | FRONT YARD AREA SHALL BE LANDSCAPED WITH LIVING PLANT | | | MATERIAL (SUCH AS GRASS, GROUND COVER, SHRUBS, HEDGES, | | | VINES OR TREES). | | | | | | | | | | | | ALEXIS SANGELEER | | | PLANNER | | | [email protected] |
|
|
| Review Stop |
Z |
ZONING |
| Rev No |
1 |
Status |
F |
Date |
2023-01-10 |
|
|
Cont ID |
|
| Sent By |
ASangele |
Date |
2023-01-10 |
Time |
12:28 |
Rev Time |
0.00 |
| Received By |
asangele |
Date |
2023-01-10 |
Time |
12:28 |
Sent To |
|
|
| Notes |
| 2023-01-10 12:32:56 | FAIL | | | 1/10/2023 | | | | | | CIRCULAR DRIVEWAYS THE INTERIOR ARC MAY BE AN IRREGULAR | | | SHAPE, BUT SHALL HAVE A MINIMUM RADIUS OF FIVE FEET. | | | BOTH OPENING CANNOT EXCEED 10FT EACH | | | 3FT BUFFER FROM THE PROPERTY LINE BOTH OPENINGS. | | | | | | THE LESSER OF 1,000 SQUARE FEET OR 75 PERCENT OF THE | | | FRONT YARD AREA SHALL BE LANDSCAPED WITH LIVING PLANT | | | MATERIAL (SUCH AS GRASS, GROUND COVER, SHRUBS, HEDGES, | | | VINES OR TREES). | | | | | | | | | | | | ALEXIS SANGELEER | | | PLANNER | | | [email protected] |
|
|
|
Account Summary | Usage Policy | Privacy Policy
Copyright © 2005 – 2014, SunGard Pentamation, Inc & City of West Palm Beach, FL – All Rights Reserved |
 |