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Plan Review Details - Permit 22021271
| Plan Review Stops For Permit 22021271 |
| Review Stop |
ENG |
ENGINEERING CSD |
| Rev No |
3 |
Status |
P |
Date |
2022-09-14 |
|
|
Cont ID |
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| 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 08:32:51 | 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 | | | |
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| Review Stop |
ENG |
ENGINEERING CSD |
| Rev No |
2 |
Status |
F |
Date |
2022-06-15 |
|
|
Cont ID |
|
| Sent By |
rrossano |
Date |
2022-06-15 |
Time |
|
Rev Time |
0.00 |
| Received By |
rrossano |
Date |
2022-06-15 |
Time |
|
Sent To |
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| Notes |
| 2022-06-15 12:36:38 | PROPOSED DRIVEWAY EXTENSION WILL NEED A RAISED | | | CURB/RETAINING WALL ALONG ITS WEST EDGE TO PREVENT | | | RAINWATER RUN OFF TO NEIGHBORING PROPERTY TO THE WEST. | | | (SEE DRIVEWAY TO THE EAST AT 6TH ST. AND DIVISION AVE. | | | FOR SIMILAR RAISED CURB/RETAINING WALL LAYOUT.) | | | | | | CONSTRUCT DRIVEWAY APRON AND SIDEWALK 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.) | | | SIDEWALK IN DRIVEWAY AREA SHALL BE 6 IN. THICK. CITY | | | STANDARD DETAIL IS REQUIRED, SEE LINK BELOW: | | | HTTPS://WWW.WPB.ORG | | | /GOVERNMENT/ENGINEERING/ENGINEERING-STANDARDS-DETAILS | | | | | | PLEASE UPDATE DRAWING TO SHOW RAISED CURB/RETAINING | | | WALL. 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] | | | 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 |
2022-05-09 |
|
|
Cont ID |
|
| Sent By |
rrossano |
Date |
2022-05-09 |
Time |
|
Rev Time |
|
| Received By |
rrossano |
Date |
2022-05-09 |
Time |
|
Sent To |
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|
| Notes |
| 2022-05-09 09:42:49 | DRIVEWAY APRON SHALL NOT BE INSTALLED ON TOP OF WATER | | | METER SHOWN ON SURVEY. SHOW PLACEMENT OF DRIVEWAY APRON | | | MAINTAINING MIN. 3 FT. SETBACK FROM PROPERTY EDGE. | | | | | | MAXIMUM COMBINED DRIVEWAY WIDTHS AT RIGHT OF WAY SHALL | | | NOT EXCEED 20 FT. TOTAL COMBINED WITHS PLUS 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 | | | | | | NOTE THAT SIDEWALK SECTION WITHIN DRIVEWAY SHALL BE | | | MIN. 6 IN. THICKNESS. | | | | | | 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] | | | 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 |
HIST |
HISTORICAL |
| Rev No |
2 |
Status |
P |
Date |
2022-06-30 |
|
|
Cont ID |
|
| Sent By |
amhamilt |
Date |
2022-06-30 |
Time |
09:18 |
Rev Time |
0.00 |
| Received By |
amhamilt |
Date |
2022-06-30 |
Time |
09:18 |
Sent To |
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| Notes |
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|
| Review Stop |
HIST |
HISTORICAL |
| Rev No |
1 |
Status |
F |
Date |
2022-05-26 |
|
|
Cont ID |
|
| Sent By |
amhamilt |
Date |
2022-05-26 |
Time |
08:55 |
Rev Time |
0.00 |
| Received By |
amhamilt |
Date |
2022-05-26 |
Time |
08:55 |
Sent To |
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|
| Notes |
| 2022-05-26 16:52:32 | THE PERMIT HAS FAILED FOR THE FOLLOWING REASON(S) | | | | | | WHAT MATERIAL IS PROPOSED DRIVEWAY? | | | | | | | | | ANNE HAMILTON | | | HISTORIC PRESERVATION PLANNER | | | [email protected] | | | 561.822.1428 |
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| Review Stop |
I |
INCOMING/PROCESSING |
| Rev No |
3 |
Status |
N |
Date |
2022-09-14 |
|
|
Cont ID |
|
| Sent By |
lmarchan |
Date |
2022-09-14 |
Time |
08:52 |
Rev Time |
0.00 |
| Received By |
lmarchan |
Date |
2022-08-30 |
Time |
15:37 |
Sent To |
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| Notes |
|
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| Review Stop |
I |
INCOMING/PROCESSING |
| Rev No |
2 |
Status |
N |
Date |
2022-07-01 |
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|
Cont ID |
|
| Sent By |
aoliver |
Date |
2022-07-01 |
Time |
08:39 |
Rev Time |
0.00 |
| Received By |
aoliver |
Date |
2022-06-13 |
Time |
15:06 |
Sent To |
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| Notes |
|
|
| Review Stop |
I |
INCOMING/PROCESSING |
| Rev No |
1 |
Status |
N |
Date |
2022-05-27 |
|
|
Cont ID |
|
| Sent By |
aoliver |
Date |
2022-05-27 |
Time |
08:18 |
Rev Time |
0.00 |
| Received By |
aoliver |
Date |
2022-05-06 |
Time |
09:12 |
Sent To |
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| Notes |
|
|
| Review Stop |
Z |
ZONING |
| Rev No |
3 |
Status |
P |
Date |
2022-09-06 |
|
|
Cont ID |
|
| Sent By |
asangele |
Date |
2022-09-06 |
Time |
16:23 |
Rev Time |
0.00 |
| Received By |
asangele |
Date |
2022-09-06 |
Time |
16:23 |
Sent To |
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|
| Notes |
| 2022-09-06 16:24:17 | 9/6/2022 | | | 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 | | | ASSOCIATE PLANNER | | | [email protected] |
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|
| Review Stop |
Z |
ZONING |
| Rev No |
2 |
Status |
F |
Date |
2022-06-16 |
|
|
Cont ID |
|
| Sent By |
asangele |
Date |
2022-06-16 |
Time |
13:52 |
Rev Time |
0.00 |
| Received By |
asangele |
Date |
2022-06-16 |
Time |
13:52 |
Sent To |
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|
| Notes |
| 2022-06-16 13:53:46 | 6/16/2022 | | | PLEASE ADDRESS PREVIOUS COMMENTS | | | | | | | | | | | | | | | | | | ALEXIS SANGELEER | | | ASSOCIATE PLANNER | | | [email protected] |
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|
| Review Stop |
Z |
ZONING |
| Rev No |
1 |
Status |
F |
Date |
2022-05-24 |
|
|
Cont ID |
|
| Sent By |
asangele |
Date |
2022-05-24 |
Time |
09:40 |
Rev Time |
0.00 |
| Received By |
asangele |
Date |
2022-05-24 |
Time |
09:40 |
Sent To |
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| Notes |
| 2022-05-24 09:49:00 | 5/24/2022 | | | FAIL | | | PLEASE SHOW DRIVEWAY WIDTH AND MEASUREMENTS ON THE | | | SURVEY | | | ******************************************************* | | | ************ | | | ONE DRIVEWAY WIDTH CANNOT EXCEED 20FT | | | TWO DRIVEWAY THE WIDTH OF BOTH CANNOT EXCEED 10FT EACH | | | | | | THERE IS A 3FT MIN SETBACK FROM THE PROPERTY LINE WHERE | | | THE DRIVEWAY CAN START | | | | | | | | | 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). | | | | | | | | | | | | ARTICLE XV. SECTION 94-482 CITIES ZONING AND LAND | | | DEVELOPMENT REGULATIONS CODE | | | | | | | | | ALEXIS SANGELEER | | | ASSOCIATE PLANNER | | | [email protected] |
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