| Plan Review Stops For Permit 15040719 |
| Review Stop |
B |
BUILDING (STRUCTURAL) |
| Rev No |
5 |
Status |
P |
Date |
2015-09-29 |
|
|
Cont ID |
|
| Sent By |
shill |
Date |
2015-09-29 |
Time |
16:32 |
Rev Time |
0.00 |
| Received By |
shill |
Date |
2015-09-28 |
Time |
15:52 |
Sent To |
ENG |
|
| Notes |
| 2015-09-29 16:32:35 | OK PER RB | | | RB GAVE TWO OPTIONS; EITHER A SWALE TO SERVE AS A | | | DETENTION AREA, OR WATERPROOF THE WALL. | | | PLAN WAS REVISED TO DEPICT A SWALE. | | | | | | | | | |
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| Review Stop |
B |
BUILDING (STRUCTURAL) |
| Rev No |
4 |
Status |
F |
Date |
2015-09-14 |
|
|
Cont ID |
|
| Sent By |
shill |
Date |
2015-09-14 |
Time |
12:32 |
Rev Time |
0.00 |
| Received By |
shill |
Date |
2015-09-14 |
Time |
12:32 |
Sent To |
|
|
| Notes |
| 2015-09-14 12:35:16 | ****CORRECTIONS**** | | | | | | SAMANTHA HILL | | | BUILDING PLANS EXAMINER | | | [email protected] | | | 561-805-6724 | | | | | | PLAN REVIEW #3 REVISED ON 9/14/15 | | | | | | 1. APPLICANT HAS ALREADY CHANGED THE ELEVATION OF THE | | | PROPERT FROM APPROXIMATELY 5' TO 7' IN SOME AREAS. NEW | | | PLAN SHOWS A 6" RETAINING WALL RATHER THAN A 2' | | | RETAINING WALL, BUT THAT IS BECAUSE THE GRADE WAS | | | CHANGED. A DEVELOPMENT PERMIT TO ADD FILL IS REQUIRED | | | PER NFIP AND CITY OF WEST PALM BEACH MUNICIPAL CODE | | | 94-546. | | | | | | ARROWS WERE ADDED TO THE PLAN. IT APPEARS THAT THIS IS | | | THE PROPOSED GRADING PLAN. WATER IS SHOWN AS DIRECTED | | | TO A CORNER OF THE PROPERTY, WITH A CITY OWNED (OR | | | FUTURE) DRAINAGE STRUCTURES. IT IS NOT CLEAR HOW WATER | | | WILL BE DIRECTED AWAY FROM OTHER PROPERTIES, OVER THE | | | WALL AND INTO THE DRAINAGE STRUCTURE. | | | | | | THE DESIGN PROPOSED DOES NOT PREVENT WATER FROM SEEPING | | | THROUGH THE BLOCK WALL. TWO OPTIONS WERE SUGGESTED BY | | | BUILDING OFFICIAL: | | | | | | A. FOR THE WALL WHICH IS ADJACENT TO OTHER PROPERTIES / | | | CITY DRAINAGE EASEMENT, WALL TO BE GROUTED AND | | | WATERPROOFED TO PREVENT WATER FROM LEAKING ONTO | | | ADJACENT PARCELS. | | | | | | B. CREATE A SWALE AROUND THE PERIMETER OF THE PROPERTY | | | TO ACT AS A DETENTION AREA. | | | |
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| Review Stop |
B |
BUILDING (STRUCTURAL) |
| Rev No |
3 |
Status |
F |
Date |
2015-08-29 |
|
|
Cont ID |
|
| Sent By |
shill |
Date |
2015-08-29 |
Time |
08:42 |
Rev Time |
0.00 |
| Received By |
shill |
Date |
2015-08-27 |
Time |
13:25 |
Sent To |
|
|
| Notes |
| 2015-08-29 08:44:20 | ****CORRECTIONS**** | | | | | | SAMANTHA HILL | | | BUILDING PLANS EXAMINER | | | [email protected] | | | 561-805-6724 | | | | | | 1. APPLICANT HAS ALREADY CHANGED THE ELEVATION OF THE | | | PROPERT FROM APPROXIMATELY 5' TO 7' IN SOME AREAS. NEW | | | PLAN SHOWS A 6" RETAINING WALL RATHER THAN A 2' | | | RETAINING WALL, BUT THAT IS BECAUSE THE GRADE WAS | | | CHANGED. A DEVELOPMENT PERMIT TO ADD FILL IS REQUIRED | | | PER NFIP AND CITY OF WEST PALM BEACH MUNICIPAL CODE | | | 94-546. | | | | | | ARROWS WERE ADDED TO THE PLAN. IT APPEARS THAT THIS IS | | | THE PROPOSED GRADING PLAN. WATER IS SHOWN AS DIRECTED | | | TO A CORNER OF THE PROPERTY, WITH A CITY OWNED (OR | | | FUTURE) DRAINAGE STRUCTURES. IT IS NOT CLEAR HOW WATER | | | WILL BE DIRECTED AWAY FROM OTHER PROPERTIES, OVER THE | | | WALL AND INTO THE DRAINAGE STRUCTURE. | | | | | | PLEASE REVISE PLAN TO SHOW HOW WATER RUNOFF WILL NOT | | | AFFECT OTHER PROPERTIES, SEE PREVIOUS LISTS FOR CODE | | | REFERENCES. | | | | | | COORDINATION WITH THE ENGINEERING DEPARTMENT MAY BE | | | REQUIRED. A CONTACT PERSON WILL BE PROVIDED IF THIS | | | COORDINATION IS REQUIRED. | | | | | | | | | |
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| Review Stop |
B |
BUILDING (STRUCTURAL) |
| Rev No |
2 |
Status |
F |
Date |
2015-07-24 |
|
|
Cont ID |
|
| Sent By |
shill |
Date |
2015-07-24 |
Time |
13:26 |
Rev Time |
0.00 |
| Received By |
shill |
Date |
2015-07-24 |
Time |
13:26 |
Sent To |
|
|
| Notes |
| 2015-07-24 13:31:52 | ****CORRECTIONS**** | | | | | | SAMANTHA HILL | | | BUILDING PLANS EXAMINER | | | [email protected] | | | 561-805-6724 | | | | | | SEE PREVIOUS LIST; COMMENTS NOT ADDRESSED. | | | | | | 1. PROVIDE A DRAINAGE PLAN, FBC 2010 RESIDENTIAL 401.3. | | | | | | 110.7 IMPACT OF CONSTRUCTION. ALL CONSTRUCTION ACTIVITY | | | REGULATED BY THIS CODE SHALL BE PERFORMED IN | | | A MANNER SO AS NOT TO ADVERSELY IMPACT THE CONDITION OF | | | ADJACENT PROPERTY, UNLESS SUCH ACTIVITY IS | | | PERMITTED TO AFFECT SAID PROPERTY PURSUANT TO A CONSENT | | | GRANTED BY THE APPLICABLE PROPERTY OWNER, | | | UNDER TERMS OR CONDITIONS AGREEABLE TO THE APPLICABLE | | | PROPERTY OWNER. THIS INCLUDES, BUT IS NOT | | | LIMITED TO, THE CONTROL OF DUST, NOISE, WATER OR | | | DRAINAGE RUN-OFFS, DEBRIS, AND THE STORAGE OF | | | CONSTRUCTION MATERIALS. NEW CONSTRUCTION ACTIVITY SHALL | | | NOT ADVERSELY IMPACT LEGAL HISTORIC SURFACE | | | WATER DRAINAGE FLOWS SERVING ADJACENT PROPERTIES, AND | | | MAY REQUIRE SPECIAL DRAINAGE DESIGN | | | COMPLYING WITH ENGINEERING STANDARDS TO PRESERVE THE | | | POSITIVE DRAINAGE PATTERNS OF THE AFFECTED | | | SITES. ACCORDINGLY, DEVELOPERS, CONTRACTORS AND OWNERS | | | OF ALL NEW RESIDENTIAL DEVELOPMENT, INCLUDING | | | ADDITIONS, POOLS, PATIOS, DRIVEWAYS, DECKS OR SIMILAR | | | ITEMS, ON EXISTING PROPERTIES RESULTING IN A | | | SIGNIFICANT DECREASE OF PERMEABLE LAND AREA ON ANY | | | PARCEL OR HAS ALTERED THE DRAINAGE FLOW ON THE | | | DEVELOPED PROPERTY SHALL, AS A PERMIT CONDITION, | | | PROVIDE A PROFESSIONALLY PREPARED DRAINAGE PLAN | | | CLEARLY INDICATING COMPLIANCE WITH THIS PARAGRAPH. UPON | | | COMPLETION OF THE IMPROVEMENT, A | | | CERTIFICATION FROM A LICENSED PROFESSIONAL SHALL BE | | | SUBMITTED TO THE INSPECTOR IN ORDER TO RECEIVE | | | APPROVAL OF THE FINAL INSPECTION. | | | | | | THE DRAINAGE PLAN SHOULD SHOW THE IMPACT OF FILLING | | | THIS PROPERTY ON THE ADJACENT PROPERTIES. | | | | | | 2ND REVIEW - DRAINAGE PLAN SHOWS GRADING TO SHED WATER | | | ONTO ADJACENT PROPERTIES WHICH HAVE ELEVATIONS OF LESS | | | THAN 5' (AFTER RAISING SUBJECT PROPERTY TO 7'). | | | | | | 2. THIS PROPERTY IS IN A SPECIAL HAZARD FLOOD AREA. | | | PROVIDE CALCULATIONS TO SHOW THAT THE 2' OF | | | UNREINFORCED RETAINING WALL WILL RESIST THE LOADS OF | | | SOIL COMBINED WITH WATER. | | | | | | NOT ADDRESSED. THE WALL IS NOT REINFORCED BY | | | CONVENTIONAL METHODS (STEEL, GROUT). SINCE THIS IS NOT | | | A TYPICAL CONSTRUCTION METHOD, I CANNOT DETERMINE | | | WHETHER OR NOT THE DESIGN OF THE 2' WALL WILL BE | | | SUFFICIENT TO RESIST FLOOD LOADS, WIND LOADS. PLEASE | | | SHOW COMPLIANCE WITH THE THREE LOADS TO WHICH THE WALL | | | WILL BE SUBJECT - SOIL/WATER, FLOOD LOADS (MOVING WATER | | | AGAINST THE SIDE), WIND. | | | | | | | | | |
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|
| Review Stop |
B |
BUILDING (STRUCTURAL) |
| Rev No |
1 |
Status |
F |
Date |
2015-05-18 |
|
|
Cont ID |
|
| Sent By |
shill |
Date |
2015-05-18 |
Time |
17:18 |
Rev Time |
0.00 |
| Received By |
shill |
Date |
2015-05-11 |
Time |
10:55 |
Sent To |
ENG |
|
| Notes |
| 2015-05-18 17:31:32 | ****CORRECTIONS**** | | | | | | SAMANTHA HILL | | | BUILDING PLANS EXAMINER | | | [email protected] | | | 561-805-6724 | | | | | | 1. PROVIDE A DRAINAGE PLAN, FBC 2010 RESIDENTIAL 401.3. | | | | | | 110.7 IMPACT OF CONSTRUCTION. ALL CONSTRUCTION ACTIVITY | | | REGULATED BY THIS CODE SHALL BE PERFORMED IN | | | A MANNER SO AS NOT TO ADVERSELY IMPACT THE CONDITION OF | | | ADJACENT PROPERTY, UNLESS SUCH ACTIVITY IS | | | PERMITTED TO AFFECT SAID PROPERTY PURSUANT TO A CONSENT | | | GRANTED BY THE APPLICABLE PROPERTY OWNER, | | | UNDER TERMS OR CONDITIONS AGREEABLE TO THE APPLICABLE | | | PROPERTY OWNER. THIS INCLUDES, BUT IS NOT | | | LIMITED TO, THE CONTROL OF DUST, NOISE, WATER OR | | | DRAINAGE RUN-OFFS, DEBRIS, AND THE STORAGE OF | | | CONSTRUCTION MATERIALS. NEW CONSTRUCTION ACTIVITY SHALL | | | NOT ADVERSELY IMPACT LEGAL HISTORIC SURFACE | | | WATER DRAINAGE FLOWS SERVING ADJACENT PROPERTIES, AND | | | MAY REQUIRE SPECIAL DRAINAGE DESIGN | | | COMPLYING WITH ENGINEERING STANDARDS TO PRESERVE THE | | | POSITIVE DRAINAGE PATTERNS OF THE AFFECTED | | | SITES. ACCORDINGLY, DEVELOPERS, CONTRACTORS AND OWNERS | | | OF ALL NEW RESIDENTIAL DEVELOPMENT, INCLUDING | | | ADDITIONS, POOLS, PATIOS, DRIVEWAYS, DECKS OR SIMILAR | | | ITEMS, ON EXISTING PROPERTIES RESULTING IN A | | | SIGNIFICANT DECREASE OF PERMEABLE LAND AREA ON ANY | | | PARCEL OR HAS ALTERED THE DRAINAGE FLOW ON THE | | | DEVELOPED PROPERTY SHALL, AS A PERMIT CONDITION, | | | PROVIDE A PROFESSIONALLY PREPARED DRAINAGE PLAN | | | CLEARLY INDICATING COMPLIANCE WITH THIS PARAGRAPH. UPON | | | COMPLETION OF THE IMPROVEMENT, A | | | CERTIFICATION FROM A LICENSED PROFESSIONAL SHALL BE | | | SUBMITTED TO THE INSPECTOR IN ORDER TO RECEIVE | | | APPROVAL OF THE FINAL INSPECTION. | | | | | | THE DRAINAGE PLAN SHOULD SHOW THE IMPACT OF FILLING | | | THIS PROPERTY ON THE ADJACENT PROPERTIES. | | | | | | 2. THIS PROPERTY IS IN A SPECIAL HAZARD FLOOD AREA. | | | PROVIDE CALCULATIONS TO SHOW THAT THE 2' OF | | | UNREINFORCED RETAINING WALL WILL RESIST THE LOADS OF | | | SOIL COMBINED WITH WATER. | | | | | | |
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| Review Stop |
ENG |
ENGINEERING CSD |
| Rev No |
3 |
Status |
P |
Date |
2015-11-16 |
|
|
Cont ID |
|
| Sent By |
cranford |
Date |
2015-11-16 |
Time |
13:19 |
Rev Time |
0.00 |
| Received By |
cranford |
Date |
2015-11-16 |
Time |
13:06 |
Sent To |
I |
|
| Notes |
|
|
| Review Stop |
ENG |
ENGINEERING CSD |
| Rev No |
2 |
Status |
N |
Date |
2015-07-09 |
|
|
Cont ID |
|
| Sent By |
cranford |
Date |
2015-07-09 |
Time |
12:27 |
Rev Time |
0.00 |
| Received By |
cranford |
Date |
2015-07-06 |
Time |
15:58 |
Sent To |
B |
|
| Notes |
| 2015-06-30 07:20:45 | ROUTED TO ENGINEERING/CC |
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|
| Review Stop |
ENG |
ENGINEERING CSD |
| Rev No |
1 |
Status |
F |
Date |
2015-07-14 |
|
|
Cont ID |
|
| Sent By |
skennedy |
Date |
2015-05-19 |
Time |
08:37 |
Rev Time |
0.00 |
| Received By |
skennedy |
Date |
2015-05-19 |
Time |
15:26 |
Sent To |
|
|
| Notes |
| 2015-05-20 10:26:32 | 1. CALL OUT THE PROPERTY LINE ON THE SECTION DETAIL AND | | | LABEL THE SET BACK DISTANCE. | | | | | | 2. THE PROPOSED CONSTRUCTION IS LOCATED WITHIN THE | | | 100-YR FLOOD BOUNDARY WITH A BASE FLOOD ELEVATION OF 7 | | | FT NGVD. PLEASE DEMONSTRATE THE PROJECT COMPLIES WITH | | | SECTION 94-546 OF THE CODE OF ORDINANCES. | | | | | | - ALL NEW CONSTRUCTION AND SUBSTANTIAL IMPROVEMENTS | | | SHALL BE ANCHORED TO PREVENT FLOTATION, COLLAPSE OR | | | LATERAL MOVEMENT OF THE STRUCTURE, AND SHALL BE | | | CONSTRUCTED WITH MATERIALS AND UTILITY EQUIPMENT | | | RESISTANT TO FLOOD DAMAGE BY METHODS AND PRACTICES THAT | | | MINIMIZE FLOOD DAMAGE. | | | | | | - ELECTRICAL, PLUMBING AND OTHER UTILITY CONNECTIONS | | | ARE PROHIBITED BELOW THE BASE FLOOD ELEVATION. | | | | | | KELLY CRANFORD, P.E. | | | LAND DEVELOPMENT ENGINEER | | | PUBLIC WORKS DEPARTMENT | | | CITY OF WEST PALM BEACH | | | [email protected] | | | 561-494-1098 (OFFICE) |
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| Review Stop |
I |
INCOMING/PROCESSING |
| Rev No |
4 |
Status |
N |
Date |
2015-11-16 |
|
|
Cont ID |
|
| Sent By |
cranford |
Date |
2015-11-16 |
Time |
13:19 |
Rev Time |
0.00 |
| Received By |
cranford |
Date |
2015-09-21 |
Time |
08:59 |
Sent To |
|
|
| Notes |
| 2015-09-29 16:32:55 | 9/29 TO ENG BOX | | | | | 2015-09-22 08:59:51 | RESUB ROUTED TO SHILL |
|
|
| Review Stop |
I |
INCOMING/PROCESSING |
| Rev No |
3 |
Status |
N |
Date |
2015-08-29 |
|
|
Cont ID |
|
| Sent By |
shill |
Date |
2015-08-29 |
Time |
09:42 |
Rev Time |
0.00 |
| Received By |
shill |
Date |
2015-08-19 |
Time |
13:11 |
Sent To |
|
|
| Notes |
| 2015-08-19 13:11:44 | RESUB ROUTED TO SHILL |
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|
| Review Stop |
I |
INCOMING/PROCESSING |
| Rev No |
2 |
Status |
N |
Date |
2015-07-24 |
|
|
Cont ID |
|
| Sent By |
shill |
Date |
2015-07-24 |
Time |
14:06 |
Rev Time |
0.00 |
| Received By |
shill |
Date |
2015-06-30 |
Time |
07:19 |
Sent To |
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|
| Notes |
|
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| Review Stop |
I |
INCOMING/PROCESSING |
| Rev No |
1 |
Status |
N |
Date |
2015-05-20 |
|
|
Cont ID |
|
| Sent By |
cranford |
Date |
2015-05-20 |
Time |
11:01 |
Rev Time |
0.00 |
| Received By |
cranford |
Date |
2015-04-21 |
Time |
13:41 |
Sent To |
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|
| Notes |
| 2015-04-22 13:41:40 | SENT TO ZONING SHELF FOR REVIEW. JG. |
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| Review Stop |
Z |
ZONING |
| Rev No |
2 |
Status |
P |
Date |
2015-07-14 |
|
|
Cont ID |
|
| Sent By |
|
Date |
2015-07-14 |
Time |
|
Rev Time |
0.00 |
| Received By |
|
Date |
2015-07-14 |
Time |
|
Sent To |
B |
|
| Notes |
|
|
| Review Stop |
Z |
ZONING |
| Rev No |
1 |
Status |
P |
Date |
2015-04-23 |
|
|
Cont ID |
|
| Sent By |
sgraham |
Date |
2015-04-23 |
Time |
08:55 |
Rev Time |
0.00 |
| Received By |
sgraham |
Date |
2015-04-23 |
Time |
08:55 |
Sent To |
B |
|
| Notes |
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