 |
Plan Review Details - Permit 23021123
| Plan Review Stops For Permit 23021123 |
| Review Stop |
ENG |
ENGINEERING CSD |
| Rev No |
4 |
Status |
F |
Date |
2023-04-20 |
|
|
Cont ID |
|
| Sent By |
lquinone |
Date |
2023-04-20 |
Time |
19:09 |
Rev Time |
0.00 |
| Received By |
lquinone |
Date |
2023-04-20 |
Time |
19:09 |
Sent To |
|
|
| Notes |
| 2023-04-20 19:09:30 | REPEATED COMMENTS: | | | | | | PLEASE CLARIFY ON SURVEY IF WORKS ARE GOING TO BE | | | PERFORMED IN THE RIGHT OF WAY (OUTSIDE PROPERTY LINE), | | | OR IF THE EXISTING APRON IS TO REMAIN. | | | | | | FOR NEW DRIVEWAY APRON (ROW), IF APPLIES: | | | | | | DIMENSION DRIVEWAYS, LOCATED HORIZONTALLY AND | | | VERTICALLY. 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. | | | | | | 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 | | | | | | THE PAVER DRIVEWAY AGREEMENT IS A REQUIREMENT IF PAVERS | | | ARE USED IN THE RIGHT OF WAY PORTION OF THE DRIVEWAY. | | | THE AGREEMENT SHALL SHOW PROPERTY ADDRESS, PCN NUMBER, | | | PLAT BOOK AND PAGE NUMBERS AND MUST THEN BE RECORDED BY | | | APPLICANT AT PALM BEACH COUNTY COURTHOUSE - RECORDING | | | DEPT. 4.25. A RECORDED COPY OF THIS DOCUMENT SHOULD | | | THEN BE FAXED TO (561) 494-1116. ATTENTION: DRIVEWAY | | | REVIEWER, AND ALSO UPLOADED WITH RESUBMITTAL OF | | | DEVELOPMENT SERVICES APPLICATION FOR DRIVEWAY. DOCUMENT | | | NEEDS TO BE RECORDED PRIOR TO FINAL SIGN OFF. | | | | | | FOR A PDF COPY OF THE PAVER DRIVEWAY AGREEMENT GO TO: | | | HTTPS://WWW.WPB.ORG/HOME/SHOWPUBLISHEDDOCUMENT/3298/637 | | | 523652570000000 | | | | | | 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 |
3 |
Status |
F |
Date |
2023-04-06 |
|
|
Cont ID |
|
| Sent By |
lquinone |
Date |
2023-04-06 |
Time |
11:22 |
Rev Time |
0.00 |
| Received By |
lquinone |
Date |
2023-04-06 |
Time |
11:22 |
Sent To |
|
|
| Notes |
| 2023-04-06 11:21:27 | | | | REPEATED COMMENTS: | | | | | | PLEASE CLARIFY ON SURVEY IF WORKS ARE GOING TO BE | | | PERFORMED IN THE RIGHT OF WAY (OUTSIDE PROPERTY LINE), | | | OR IF THE EXISTING APRON IS TO REMAIN. | | | | | | FOR NEW DRIVEWAY APRON (ROW), IF APPLIES: | | | | | | DIMENSION DRIVEWAYS, LOCATED HORIZONTALLY AND | | | VERTICALLY. 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. | | | | | | 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 | | | | | | THE PAVER DRIVEWAY AGREEMENT IS A REQUIREMENT IF PAVERS | | | ARE USED IN THE RIGHT OF WAY PORTION OF THE DRIVEWAY. | | | THE AGREEMENT SHALL SHOW PROPERTY ADDRESS, PCN NUMBER, | | | PLAT BOOK AND PAGE NUMBERS AND MUST THEN BE RECORDED BY | | | APPLICANT AT PALM BEACH COUNTY COURTHOUSE - RECORDING | | | DEPT. 4.25. A RECORDED COPY OF THIS DOCUMENT SHOULD | | | THEN BE FAXED TO (561) 494-1116. ATTENTION: DRIVEWAY | | | REVIEWER, AND ALSO UPLOADED WITH RESUBMITTAL OF | | | DEVELOPMENT SERVICES APPLICATION FOR DRIVEWAY. DOCUMENT | | | NEEDS TO BE RECORDED PRIOR TO FINAL SIGN OFF. | | | | | | FOR A PDF COPY OF THE PAVER DRIVEWAY AGREEMENT GO TO: | | | HTTPS://WWW.WPB.ORG/HOME/SHOWPUBLISHEDDOCUMENT/3298/637 | | | 523652570000000 | | | | | | 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 |
2 |
Status |
F |
Date |
2023-03-22 |
|
|
Cont ID |
|
| Sent By |
lquinone |
Date |
2023-03-22 |
Time |
09:53 |
Rev Time |
0.00 |
| Received By |
lquinone |
Date |
2023-03-22 |
Time |
09:53 |
Sent To |
|
|
| Notes |
| 2023-03-22 10:06:45 | PLEASE SHOW ON A COPY OF THE PROPERTY SURVEY PROPOSED | | | WORKS AND EXISTING CONDITIONS. | | | INFORMATION IS NOT CLEAR. | | | IS THERE ANY PROPOSED WORK TO BE PERFORMED OUTSIDE THE | | | PROPERTY LINE (RIGHT OF WAY)? | | | | | | | | | REPEATED COMMENTS: | | | | | | PLEASE CLARIFY ON DRAWINGS IF WORKS ARE GOING TO BE | | | PERFORMED IN THE RIGHT OF WAY, OR IF THE EXISTING APRON | | | IS TO REMAIN. | | | | | | FOR NEW DRIVEWAY APRON (ROW), IF APPLIES: | | | | | | DIMENSION DRIVEWAYS, LOCATED HORIZONTALLY AND | | | VERTICALLY. 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. | | | | | | 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 | | | | | | THE PAVER DRIVEWAY AGREEMENT IS A REQUIREMENT IF PAVERS | | | ARE USED IN THE RIGHT OF WAY PORTION OF THE DRIVEWAY. | | | THE AGREEMENT SHALL SHOW PROPERTY ADDRESS, PCN NUMBER, | | | PLAT BOOK AND PAGE NUMBERS AND MUST THEN BE RECORDED BY | | | APPLICANT AT PALM BEACH COUNTY COURTHOUSE - RECORDING | | | DEPT. 4.25. A RECORDED COPY OF THIS DOCUMENT SHOULD | | | THEN BE FAXED TO (561) 494-1116. ATTENTION: DRIVEWAY | | | REVIEWER, AND ALSO UPLOADED WITH RESUBMITTAL OF | | | DEVELOPMENT SERVICES APPLICATION FOR DRIVEWAY. DOCUMENT | | | NEEDS TO BE RECORDED PRIOR TO FINAL SIGN OFF. | | | | | | FOR A PDF COPY OF THE PAVER DRIVEWAY AGREEMENT GO TO: | | | HTTPS://WWW.WPB.ORG/HOME/SHOWPUBLISHEDDOCUMENT/3298/637 | | | 523652570000000 | | | | | | 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 |
2023-03-02 |
|
|
Cont ID |
|
| Sent By |
lquinone |
Date |
2023-03-02 |
Time |
09:56 |
Rev Time |
0.00 |
| Received By |
lquinone |
Date |
2023-03-02 |
Time |
09:56 |
Sent To |
|
|
| Notes |
| 2023-03-02 10:05:19 | PLEASE CLARIFY ON DRAWINGS IF WORKS ARE GOING TO BE | | | PERFORMED IN THE RIGHT OF WAY, OR IF THE EXISTING APRON | | | IS TO REMAIN. | | | | | | FOR NEW DRIVEWAY APRON (ROW), IF APPLIES: | | | | | | DIMENSION DRIVEWAYS, LOCATED HORIZONTALLY AND | | | VERTICALLY. 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. | | | | | | 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 | | | | | | THE PAVER DRIVEWAY AGREEMENT IS A REQUIREMENT IF PAVERS | | | ARE USED IN THE RIGHT OF WAY PORTION OF THE DRIVEWAY. | | | THE AGREEMENT SHALL SHOW PROPERTY ADDRESS, PCN NUMBER, | | | PLAT BOOK AND PAGE NUMBERS AND MUST THEN BE RECORDED BY | | | APPLICANT AT PALM BEACH COUNTY COURTHOUSE - RECORDING | | | DEPT. 4.25. A RECORDED COPY OF THIS DOCUMENT SHOULD | | | THEN BE FAXED TO (561) 494-1116. ATTENTION: DRIVEWAY | | | REVIEWER, AND ALSO UPLOADED WITH RESUBMITTAL OF | | | DEVELOPMENT SERVICES APPLICATION FOR DRIVEWAY. DOCUMENT | | | NEEDS TO BE RECORDED PRIOR TO FINAL SIGN OFF. | | | | | | FOR A PDF COPY OF THE PAVER DRIVEWAY AGREEMENT GO TO: | | | HTTPS://WWW.WPB.ORG/HOME/SHOWPUBLISHEDDOCUMENT/3298/637 | | | 523652570000000 | | | | | | 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 | | | |
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| Review Stop |
I |
INCOMING/PROCESSING |
| Rev No |
4 |
Status |
N |
Date |
2023-04-21 |
|
|
Cont ID |
|
| Sent By |
aoliver |
Date |
2023-04-21 |
Time |
07:35 |
Rev Time |
0.00 |
| Received By |
aoliver |
Date |
2023-04-11 |
Time |
12:30 |
Sent To |
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| Notes |
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| Review Stop |
I |
INCOMING/PROCESSING |
| Rev No |
3 |
Status |
N |
Date |
2023-04-07 |
|
|
Cont ID |
|
| Sent By |
aoliver |
Date |
2023-04-07 |
Time |
07:41 |
Rev Time |
0.00 |
| Received By |
aoliver |
Date |
2023-03-30 |
Time |
08:55 |
Sent To |
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| Notes |
|
|
| Review Stop |
I |
INCOMING/PROCESSING |
| Rev No |
2 |
Status |
N |
Date |
2023-03-23 |
|
|
Cont ID |
|
| Sent By |
aoliver |
Date |
2023-03-23 |
Time |
08:23 |
Rev Time |
0.00 |
| Received By |
aoliver |
Date |
2023-03-14 |
Time |
13:40 |
Sent To |
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|
| Notes |
|
|
| Review Stop |
I |
INCOMING/PROCESSING |
| Rev No |
1 |
Status |
N |
Date |
2023-03-03 |
|
|
Cont ID |
|
| Sent By |
lmarchan |
Date |
2023-03-03 |
Time |
08:59 |
Rev Time |
0.00 |
| Received By |
lmarchan |
Date |
2023-02-23 |
Time |
07:05 |
Sent To |
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| Notes |
|
|
| Review Stop |
Z |
ZONING |
| Rev No |
4 |
Status |
F |
Date |
2023-04-17 |
|
|
Cont ID |
|
| Sent By |
asangele |
Date |
2023-04-17 |
Time |
10:40 |
Rev Time |
0.00 |
| Received By |
asangele |
Date |
2023-04-17 |
Time |
10:40 |
Sent To |
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|
| Notes |
| 2023-04-17 10:40:34 | FAILED | | | 4/17/2023 | | | REPEAT COMMENT | | | | | | PLEASE INDICATE ON THE SURVEY WHERE THE WORK IS BEING | | | PROPOSED | | | | | | ARE YOU RESURFACING EXISTING OR EXPANDING THE EXISTING | | | DRIVEWAY? WORK BEING PROPOSED IS VERY UNCLEAR | | | | | | IF YOU ARE EXPANDING PLEASE SHOW THE SETBACKS OF THE | | | DRIVEWAY ON SURVEY | | | | | | SINGLE DRIVEWAY WIDTH CANNOT EXCEED20FT | | | THERE IS A MIN OF A 3FT BUFFER FROM THE PROPERTY LINE | | | WHERE THE DRIVEWAY CAN BE LOCATED. | | | | | | | | | | | | ALEXIS SANGELEER | | | PLANNER | | | [email protected] |
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| Review Stop |
Z |
ZONING |
| Rev No |
3 |
Status |
F |
Date |
2023-04-04 |
|
|
Cont ID |
|
| Sent By |
asangele |
Date |
2023-04-04 |
Time |
14:17 |
Rev Time |
0.00 |
| Received By |
asangele |
Date |
2023-04-04 |
Time |
14:17 |
Sent To |
|
|
| Notes |
| 2023-04-04 14:18:23 | FAILED | | | 4/4/2023 | | | REPEAT COMMENT | | | | | | PLEASE INDICATE ON THE SURVEY WHERE THE WORK IS BEING | | | PROPOSED | | | | | | ARE YOU RESURFACING EXISTING OR EXPANDING THE EXISTING | | | DRIVEWAY? WORK BEING PROPOSED IS VERY UNCLEAR | | | | | | IF YOU ARE EXPANDING PLEASE SHOW THE SETBACKS OF THE | | | DRIVEWAY ON SURVEY | | | | | | SINGLE DRIVEWAY WIDTH CANNOT EXCEED20FT | | | THERE IS A MIN OF A 3FT BUFFER FROM THE PROPERTY LINE | | | WHERE THE DRIVEWAY CAN BE LOCATED. | | | | | | | | | | | | ALEXIS SANGELEER | | | PLANNER | | | [email protected] |
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|
| Review Stop |
Z |
ZONING |
| Rev No |
2 |
Status |
F |
Date |
2023-03-21 |
|
|
Cont ID |
|
| Sent By |
asangele |
Date |
2023-03-21 |
Time |
11:28 |
Rev Time |
0.00 |
| Received By |
asangele |
Date |
2023-03-21 |
Time |
11:28 |
Sent To |
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|
| Notes |
| 2023-03-21 11:29:41 | FAILED | | | 3/21/2023 | | | REPEAT COMMENT | | | | | | PLEASE INDICATE ON THE SURVEY WHERE THE WORK IS BEING | | | PROPOSED | | | | | | ARE YOU RESURFACING EXISTING OR EXPANDING THE EXISTING | | | DRIVEWAY? WORK BEING PROPOSED IS VERY UNCLEAR | | | | | | IF YOU ARE EXPANDING PLEASE SHOW THE SETBACKS OF THE | | | DRIVEWAY ON SURVEY | | | | | | SINGLE DRIVEWAY WIDTH CANNOT EXCEED20FT | | | THERE IS A MIN OF A 3FT BUFFER FROM THE PROPERTY LINE | | | WHERE THE DRIVEWAY CAN BE LOCATED. | | | | | | | | | | | | ALEXIS SANGELEER | | | PLANNER | | | [email protected] |
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|
| Review Stop |
Z |
ZONING |
| Rev No |
1 |
Status |
F |
Date |
2023-02-28 |
|
|
Cont ID |
|
| Sent By |
ASangele |
Date |
2023-02-28 |
Time |
10:37 |
Rev Time |
0.00 |
| Received By |
asangele |
Date |
2023-02-28 |
Time |
10:37 |
Sent To |
|
|
| Notes |
| 2023-02-28 10:40:04 | FAILED | | | 2/28/2023 | | | | | | PLEASE INDICATE ON THE SURVEY WHERE THE WORK IS BEING | | | PROPOSED | | | | | | ARE YOU RESURFACING EXISTING OR EXPANDING THE EXISTING | | | DRIVEWAY? | | | | | | IF YOU ARE EXPANDING PLEASE SHOW THE SETBACKS OF THE | | | DRIVEWAY ON SURVEY | | | | | | SINGLE DRIVEWAY WIDTH CANNOT EXCEED20FT | | | THERE IS A MIN OF A 3FT BUFFER FROM THE PROPERTY LINE | | | WHERE THE DRIVEWAY CAN BE LOCATED. | | | | | | | | | | | | ALEXIS SANGELEER | | | PLANNER | | | [email protected] |
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