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Plan Review Details - Permit 23040953
| Plan Review Stops For Permit 23040953 |
| Review Stop |
ENG |
ENGINEERING CSD |
| Rev No |
2 |
Status |
F |
Date |
2023-07-18 |
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Cont ID |
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| Sent By |
cseifer |
Date |
2023-07-18 |
Time |
15:20 |
Rev Time |
0.00 |
| Received By |
cseifer |
Date |
2023-07-18 |
Time |
15:20 |
Sent To |
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| Notes |
| 2023-07-18 15:20:44 | 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. | | | | | | 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, | | | CHLOE SEIFER, PROJECT COORDINATOR, ENGINEERING SERVICES | | | DEPARTMENT, [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 |
2023-04-28 |
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Cont ID |
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| Sent By |
lquinone |
Date |
2023-04-28 |
Time |
15:08 |
Rev Time |
0.00 |
| Received By |
lquinone |
Date |
2023-04-28 |
Time |
15:08 |
Sent To |
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| Notes |
| 2023-04-28 15:09:10 | PLEASE SHOW ON SURVEY ACTUAL METER LOCATION. | | | | | | 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 |
2 |
Status |
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Date |
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Cont ID |
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| Sent By |
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Date |
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Time |
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Rev Time |
0.00 |
| Received By |
amcgrego |
Date |
2023-07-14 |
Time |
09:41 |
Sent To |
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| Notes |
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| Review Stop |
I |
INCOMING/PROCESSING |
| Rev No |
1 |
Status |
N |
Date |
2023-05-03 |
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Cont ID |
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| Sent By |
dbattles |
Date |
2023-05-03 |
Time |
16:43 |
Rev Time |
0.00 |
| Received By |
dbattles |
Date |
2023-04-18 |
Time |
06:15 |
Sent To |
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| Notes |
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| Review Stop |
Z |
ZONING |
| Rev No |
2 |
Status |
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Date |
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Cont ID |
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| Sent By |
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Date |
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Time |
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Rev Time |
0.00 |
| Received By |
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Date |
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Time |
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Sent To |
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| Notes |
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| Review Stop |
Z |
ZONING |
| Rev No |
1 |
Status |
F |
Date |
2023-05-03 |
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Cont ID |
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| Sent By |
CKimmerl |
Date |
2023-05-03 |
Time |
11:16 |
Rev Time |
0.00 |
| Received By |
ckimmerl |
Date |
2023-05-03 |
Time |
11:07 |
Sent To |
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| Notes |
| 2023-05-03 11:16:19 | PER SEC. 94-485 | | | CONFIGURATION OF PARKING AND LOADING INGRESS AND | | | EGRESS. INGRESS TO AND EGRESS FROM PARKING AND LOADING | | | SPACES SHALL BE PROVIDED IN EITHER OF THE FOLLOWING | | | WAYS: | | | 1. INGRESS AND EGRESS FROM PARKING AND LOADING SPACES | | | SHALL BE PROVIDED BY MEANS OF CLEARLY DEFINED DRIVES | | | WHICH LEAD FROM PUBLIC RIGHTS-OF-WAY TO CLEARLY DEFINED | | | MANEUVERING LANES WHICH IN TURN PROVIDE ACCESS TO | | | INDIVIDUAL PARKING OR LOADING SPACES. CONFIGURATIONS | | | WHICH REQUIRE BACKING DIRECTLY ONTO A STREET, EXCLUDING | | | ALLEYS, FROM A PARKING OR LOADING SPACE FOR MORE THAN | | | TWO RESIDENTIAL UNITS AND ALL NONRESIDENTIAL USES SHALL | | | BE PROHIBITED IN ALL RESIDENTIAL AND NONRESIDENTIAL | | | ZONING DISTRICTS. THERE SHALL BE A MINIMUM OF TEN FEET | | | SEPARATION BETWEEN ALL ACCESS DRIVES. THE SEPARATION | | | SHALL BE MEASURED ALONG THE CURBLINE. | | | | | | PROPOSED PARKING CONFIGURATION IS NOT PERMISSABLE. | | | | | | 2. PLEASE PROVIDE A SURVEY. | | | | | | 3. WHEN PROPOSING CURB-CUT WITH APRON, THE APRON MUST | | | BE AS WIDE AS THE DRIVEWAY OR PARKING IT IS LEADING TO. | | | | | | 4. SIDEWALK ELEVATION MUST BE KEPT LEVEL ACROSS ALL | | | CURB-CUTS. | | | | | | 5. PARKING STALL DIMENSIONS. PARKING STALL DIMENSIONS | | | SHALL COMPLY WITH THE GENERAL PARKING STANDARDS | | | ACCORDING TO FIGURE XV-2 IN SECTION 94-485. | | | | | | TWO 8FT. X 16FT. SPACES ARE NOT MEETING MINIMUM | | | STANDARDS, PARKING STALLS NEED TO BE 8.5FT X 18FT. |
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