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Plan Review Details - Permit 22030165
| Plan Review Stops For Permit 22030165 |
| Review Stop |
ENG |
ENGINEERING CSD |
| Rev No |
4 |
Status |
P |
Date |
2023-02-01 |
|
|
Cont ID |
|
| Sent By |
lquinone |
Date |
2023-02-01 |
Time |
11:34 |
Rev Time |
0.00 |
| Received By |
lquinone |
Date |
2023-02-01 |
Time |
11:49 |
Sent To |
|
|
| Notes |
| 2023-02-01 11:36:26 | PASSED WITH PROVISO. | | | | | | AS PER DETAIL PROVIDED, CONCRETE NEED TO BE 6 IN. THICK | | | AROUND METER BOX 18 IN. OUT, AND PLEASE CONTACT | | | [email protected] FOR HEAVY DUTY METER BOX AND LID BEFORE | | | POUR. | | | | | | 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 | | | | | | | | | |
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| Review Stop |
ENG |
ENGINEERING CSD |
| Rev No |
3 |
Status |
F |
Date |
2023-01-31 |
|
|
Cont ID |
|
| Sent By |
lquinone |
Date |
2023-01-31 |
Time |
14:42 |
Rev Time |
0.00 |
| Received By |
lquinone |
Date |
2023-01-31 |
Time |
14:42 |
Sent To |
|
|
| Notes |
| 2023-01-31 14:48:38 | PLEASE PROVIDE UPDATED SURVEY AS PER CONVERSATION; | | | | | | - IF THERE IS NO RELOCATION OF WM, THEN PROVIDE DETAIL | | | WITH 6 IN THICK CONCRETE AROUND METER BOX 18" OUT. | | | | | | 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 | | | |
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|
| Review Stop |
ENG |
ENGINEERING CSD |
| Rev No |
2 |
Status |
F |
Date |
2022-11-07 |
|
|
Cont ID |
|
| Sent By |
rrossano |
Date |
2022-11-07 |
Time |
|
Rev Time |
0.00 |
| Received By |
rrossano |
Date |
2022-11-07 |
Time |
|
Sent To |
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|
| Notes |
| 2022-11-07 11:47:52 | IF DRIVEWAY APRON CONTAINING EXISTING WATER METER IS | | | BEING RECONSTRUCTED, COORDINATE WITH CITY OF WPB PUBLIC | | | UTILITIES CUSTOMER SERVICE TO RELOCATE THE EXISTING | | | WATER METER OUTSIDE OF THE DRIVEWAY APRON. CALL | | | 561-822-1300. | | | | | | CONSTRUCT DRIVEWAY APRON(S) 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 | | | | | | 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). | | | | | | 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 DONT | | | 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, | | | 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 |
2022-03-28 |
|
|
Cont ID |
|
| Sent By |
rrossano |
Date |
2022-03-28 |
Time |
|
Rev Time |
|
| Received By |
rrossano |
Date |
2022-03-28 |
Time |
|
Sent To |
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| Notes |
| 2022-03-28 11:21:56 | 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. | | | | | | 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 | | | | | | 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, | | | RICK ROSSANO, SENIOR PROJECT COORDINATOR, CITY OF WPB | | | ENGINEERING SERVICES DEPARTMENT | | | (561) 494-1098, FAX: (561) 494-1116 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 |
2023-02-01 |
|
|
Cont ID |
|
| Sent By |
aoliver |
Date |
2023-02-01 |
Time |
07:17 |
Rev Time |
0.00 |
| Received By |
aoliver |
Date |
2023-01-18 |
Time |
17:10 |
Sent To |
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|
| Notes |
|
|
| Review Stop |
I |
INCOMING/PROCESSING |
| Rev No |
2 |
Status |
N |
Date |
2022-11-07 |
|
|
Cont ID |
|
| Sent By |
asangele |
Date |
2022-11-07 |
Time |
14:45 |
Rev Time |
0.00 |
| Received By |
asangele |
Date |
2022-11-07 |
Time |
14:45 |
Sent To |
|
|
| Notes |
|
|
| Review Stop |
I |
INCOMING/PROCESSING |
| Rev No |
1 |
Status |
N |
Date |
2022-04-04 |
|
|
Cont ID |
|
| Sent By |
asangele |
Date |
2022-04-04 |
Time |
16:08 |
Rev Time |
0.00 |
| Received By |
asangele |
Date |
2022-04-04 |
Time |
16:08 |
Sent To |
|
|
| Notes |
|
|
| Review Stop |
Z |
ZONING |
| Rev No |
3 |
Status |
P |
Date |
2023-01-20 |
|
|
Cont ID |
|
| Sent By |
asangele |
Date |
2023-01-20 |
Time |
15:31 |
Rev Time |
0.00 |
| Received By |
asangele |
Date |
2023-01-20 |
Time |
15:31 |
Sent To |
|
|
| Notes |
|
|
| Review Stop |
Z |
ZONING |
| Rev No |
2 |
Status |
P |
Date |
2022-11-07 |
|
|
Cont ID |
|
| Sent By |
asangele |
Date |
2022-11-07 |
Time |
14:45 |
Rev Time |
0.00 |
| Received By |
asangele |
Date |
2022-11-07 |
Time |
14:45 |
Sent To |
|
|
| Notes |
|
|
| Review Stop |
Z |
ZONING |
| Rev No |
1 |
Status |
F |
Date |
2022-04-04 |
|
|
Cont ID |
|
| Sent By |
asangele |
Date |
2022-04-04 |
Time |
16:05 |
Rev Time |
0.00 |
| Received By |
asangele |
Date |
2022-04-04 |
Time |
16:05 |
Sent To |
|
|
| Notes |
| 2022-04-04 16:08:06 | 4/4/2022 | | | FAILED | | | PLEASE PROVIDE A SURVEY WITH SETBACKS | | | DRIVEWAY CANNOT EXCEED 20FT IN WIDTH AND HAS TO BE 3FT | | | FROM THE SIDE OF THE PROPERTY LINE | | | FRONT LANDSCAPE REQUIREMENT 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 | | | ASSOCIATE PLANNER | | | [email protected] |
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