| Plan Review Stops For Project Z22040018 |
| Review Stop |
B |
BUILDING (STRUCTURAL) |
| Rev No |
1 |
Status |
P |
Date |
05-11-2022 |
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Cont ID |
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| Sent By |
rbrown |
Date |
05-11-2022 |
Time |
20:12 |
Rev Time |
0.00 |
| Received By |
rbrown |
Date |
05-11-2022 |
Time |
20:12 |
Sent To |
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| Notes |
| 2022-05-11 20:13:41 | NO COMMENTS ON PROPSOED MINOR SITE PLAN AMENDMENT FOR | | | DROP-OFF LOCATION. |
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| Review Stop |
ENG - PPRC |
ENGINEERING - PPRC |
| Rev No |
1 |
Status |
F |
Date |
05-09-2022 |
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Cont ID |
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| Sent By |
rrossano |
Date |
05-09-2022 |
Time |
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Rev Time |
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| Received By |
rrossano |
Date |
05-09-2022 |
Time |
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Sent To |
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| Notes |
| 2022-05-09 11:53:33 | COMMENTS FROM RICK ROSSANO, SR. PROJECT COORDINATOR, | | | ENGINEERING SERVICES DEPARTMENT AT 561-494-1098 | | | [email protected]: | | | INDICATE HOW EXISTING AND PROPOSED INFRASTRUCTURE FOR | | | THE ONE FLAGLER PROJECT MAY BE IMPACTED BY THE PROPOSED | | | DROPOFF. | | | | | | | | | COMMENTS FROM MARK HURLEY, FIELD CUSTOMER SERVICE | | | SUPERVISOR WITH CITY OF WPB PUBLIC UTILITIES, | | | 561-822-2262 OR [email protected] | | | -TREES WERE PRIOR PLANNED IN THE DROP OFF LOCATION. | | | WHAT WOULD HAPPEN TO THEM? | | | | | | -E21080045 PLANS WOULD BE AFFECTED AND NEED REVISION | | | AND REVIEW. | | | | | | |
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| Review Stop |
FIRE |
FIRE DEPARTMENT |
| Rev No |
1 |
Status |
P |
Date |
05-04-2022 |
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Cont ID |
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| Sent By |
pleduc |
Date |
05-04-2022 |
Time |
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Rev Time |
0.00 |
| Received By |
pleduc |
Date |
05-04-2022 |
Time |
12:49 |
Sent To |
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| Notes |
| 2022-05-04 12:56:21 | FIRE HAS NO OBJECTIONS TO THE PROPOSED AND APPROVES. | | | | | | FIRE'S APPROVAL OF THIS SUBMITTED PROJECT MAY NOT | | | CONSTITUTE IT'S FINAL REVIEW OR APPROVAL. | | | | | | IF APPLICABLE, FIRE SHALL REVIEW ALL SUBMITTED PROJECT | | | PLANS AT THE APPLICABLE TIME AND IN ACCORDANCE WITH THE | | | REQUIREMENTS OF ALL APPLICABLE FIRE CODES AND | | | STANDARDS. | | | | | | PETER LEDUC | | | FIRE MARSHAL | | | 561-804-4709 | | | [email protected] | | | |
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| Review Stop |
L |
LANDSCAPING |
| Rev No |
1 |
Status |
F |
Date |
05-09-2022 |
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Cont ID |
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| Sent By |
rcaranci |
Date |
05-09-2022 |
Time |
12:25 |
Rev Time |
0.00 |
| Received By |
rcaranci |
Date |
05-09-2022 |
Time |
12:25 |
Sent To |
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| Notes |
| 2022-05-09 12:26:00 | FROM: RAY CARANCI, SENIOR LANDSCAPE PLANNER | | | 561-822-1462 | | | PROJECT: ONE FLAGLER Z22040018 | | | MAY 9, 2022 | | | I HAVE REVIEWED THE ABOVE REFERENCED PETITION, AND | | | PROVIDE THE FOLLOWING COMMENTS: | | | | | | 1. LANDSCAPE PLANS HAVE BEEN COMPLETELY REDRAWN FROM | | | WHAT WAS APPROVED. PUBLIC OPEN SPACE AREA PREVIOUSLY | | | APPROVED WOULD BE AFFECTED BY THE PROPOSED DROPOFF. | | | SUBMIT REVISED PUBLIC OPEN SPACE DRAWING SHOWING | | | COMPLIANCE WITH CODE REQUIREMENTS. | | | | | | 2. SUPPLY PRELIMINARY APPROVAL FROM FDOT FOR THE | | | LANDSCAPE AND IRRIGATION CHANGES PROPOSED IN THE | | | LAKEVIEW AVE. RIGHT OF WAY. | | | |
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| Review Stop |
PARK |
PARKING |
| Rev No |
1 |
Status |
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Date |
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Time |
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| Review Stop |
POLICE |
POLICE |
| Rev No |
1 |
Status |
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Date |
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Date |
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Time |
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| Notes |
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| Review Stop |
PRIVATEPRV |
PRIVATE PROVIDER DOCUMENTS |
| Rev No |
1 |
Status |
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Date |
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Cont ID |
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Date |
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Time |
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Rev Time |
0.00 |
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| Review Stop |
PU |
PUBLIC UTILITIES |
| Rev No |
1 |
Status |
P |
Date |
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Cont ID |
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Date |
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Time |
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Rev Time |
0.00 |
| Received By |
mtechnow |
Date |
05-11-2022 |
Time |
15:14 |
Sent To |
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| Notes |
| 2022-05-11 15:13:54 | -NO COMMENT ON PROPOSED DROP OFF LOCATION. |
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| Review Stop |
PW |
PUBLIC WORKS |
| Rev No |
1 |
Status |
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Date |
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Cont ID |
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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 |
STORM |
STORMWATER |
| Rev No |
1 |
Status |
F |
Date |
05-12-2022 |
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Cont ID |
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| Sent By |
tward |
Date |
05-12-2022 |
Time |
13:07 |
Rev Time |
0.00 |
| Received By |
tward |
Date |
05-12-2022 |
Time |
13:07 |
Sent To |
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| Notes |
| 2022-05-12 13:07:48 | THIS IS A CONCEPTUAL LEVEL REVIEW. CONSTRUCTION LEVEL | | | DETAILS, DESIGN CALCULATIONS AND THE POLLUTION | | | PREVENTION PLAN WILL BE REVIEWED AS PART OF THE | | | ENGINEERING DEVELOPMENT APPROVAL AND BUILDING PERMIT | | | APPLICATION PROCESSES. | | | | | | THE FOLLOWING COMMENTS MUST BE ADDRESSED PRIOR TO SITE | | | PLAN APPROVAL: | | | | | | 1. NO ENGINEERING PLANS PROVIDED. | | | | | | 2. SIDEWALK GRADES WILL NEED TO BE ADJUSTED IN ORDER | | | FOR AN ACCEPTABLE DRIVEWAY APRON SLOPE. | | | | | | 3. LAKEVIEW AVE IS MAINTAINED BY FDOT. A PERMIT WILL BE | | | REQUIRED FROM FDOT FOR THE RIGHT OF WAY IMPROVEMENTS. | | | | | | 4. SECTION H-H OF THE ONE FLAGLER PLANS WILL NEED TO BE | | | REVISED. | | | | | | THE FOLLOWING COMMENTS MUST BE ADDRESSED PRIOR TO | | | ISSUANCE OF CONSTRUCTION AUTHORIZATION INCLUDING | | | BUILDING PERMITS AND ENGINEERING DEVELOPMENT APPROVAL. | | | | | | 1. DRAINAGE SYSTEM TO BE DESIGNED TO MEET SFWMD ERP | | | CRITERIA. STORMWATER CALCULATIONS WILL BE REVIEWED WITH | | | THE ENGINEERING PERMIT SUBMITTAL. | | | | | | 2. PROVIDE COPY OF SFWMD ERP PERMIT, IF APPLICABLE, | | | BEFORE START OF CONSTRUCTION. | | | | | | 3. PROVIDE EROSION CONTROL PLAN WITH THE ENGINEERING | | | PERMIT SUBMITTAL. | | | | | | | | | TRACY WARD, PE | | | SENIOR STORMWATER ENGINEER | | | ENGINEERING SERVICES DEPARTMENT | | | 561-494-1120 (O) | | | 561-351-0510 (M) | | | [email protected] | | | |
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| Review Stop |
SURVEY |
SURVEYING |
| Rev No |
1 |
Status |
F |
Date |
05-11-2022 |
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Cont ID |
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| Sent By |
vnoel |
Date |
05-11-2022 |
Time |
07:03 |
Rev Time |
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| Received By |
vnoel |
Date |
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Time |
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Sent To |
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| Notes |
| 2022-05-11 07:04:36 | 1. NO SURVEY PROVIDED. | | | 2. PLANS DO NOT SEEM TO MATCH WHAT WAS APPROVED. |
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| Review Stop |
TRAFFIC |
TRAFFIC ENGINEERING |
| Rev No |
1 |
Status |
F |
Date |
05-06-2022 |
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Cont ID |
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| Sent By |
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Date |
05-06-2022 |
Time |
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Rev Time |
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| Received By |
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Date |
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Time |
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Sent To |
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| Notes |
| 2022-05-06 15:18:32 | 1) PROVIDE A FULLY DETAILED QUEUE ANALYSIS | | | 2) PROPOSED DROP-OFF MAY BE CONSIDERED AS A CIRCULAR | | | DRIVEWAY, AS SUCH THE COMBINED DRIVEWAY WIDTH CANNOT | | | EXCEED 20 FEET | | | 3) PROVIDE A MORE COMPREHENSIVE SITE PLAN INCLUSIVE OF | | | SIGNAGE AND PAVEMENT MARKINGS DETAILS | | | 4) PROVIDE AUTOTURN ANALYSIS OF A VAN ENTERING AND | | | EXITING THE PROPOSED PICK-UP/DROP-OFF LOCATION | | | 5) PROVIDE FDOT ACCESS LETTER | | | | | | VALERIO ORICCHIO | | | CITY TRANSPORTATION ENGINEER | | | 561-494-1092 | | | [email protected] | | | |
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| Review Stop |
Z |
ZONING |
| Rev No |
1 |
Status |
F |
Date |
05-06-2022 |
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Cont ID |
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| Sent By |
ckimmerl |
Date |
05-06-2022 |
Time |
10:45 |
Rev Time |
0.00 |
| Received By |
ckimmerl |
Date |
05-06-2022 |
Time |
10:35 |
Sent To |
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| Notes |
| 2022-05-06 10:45:52 | 1. PLEASE PROVIDE A SURVEY. | | | 2. PROPOSED DROP-OFF LOCATION OCCUPIES SPACE DEDICATED | | | FOR ONE FLAGLER OPEN-SPACE REQUIREMENTS. HOW WILL THIS | | | IMPERVIOUS ADDITION BE OFFSET ELSEWHERE ON SITE? ONE | | | FLAGLER NOT MEETING OPEN SPACE REQUIREMENTS WITH THIS | | | DROP-OFF. | | | 3. DROP-OFF LOOP LOCATION DOESN?T PROVIDE ?LANDING PAD? | | | OR SPACE FOR PEOPLE TO ENTER/EXIT THE DROP-OFF AND | | | DIRECT CONNECTION OR ACCESS TO THE CHURCH IS NOT | | | PROVIDED. | | | 4. DUE TO SHORT RUN OF THE DROP-OFF LIKELY CREATES | | | STACKING AND QUEUING ISSUES FOR VEHICLES ON LAKEVIEW, | | | ESPECIALLY WITH THE PHILIPS POINT DROP-OFF DIRECTLY | | | ACROSS AND ONE FLAGER?S DROP-OFF FURTHER ALONG | | | LAKEVIEW. WARRANTS FURTHER TRAFFIC STUDIES AND | | | ANALYSIS. | | | 5. SIGNAGE DETAILS, DRIVEWAY SLOPES, AND PAVEMENT | | | MARKINGS ARE ALL MISSING FROM DRAWINGS. | | | 6. PER SEC. 94-312 ? ACCESS TO STREETS | | | 1. NUMBER OF ACCESS POINTS | | | A. ALL DEVELOPMENT SHALL HAVE ACCESS TO A PUBLIC | | | RIGHT-OF-WAY. THE MAXIMUM NUMBER OF ACCESS POINTS SHALL | | | BE AS FOLLOWS: | | | I. TYPE OF DEVELOPMENT: NONRESIDENTIAL, MIXED-USE AND | | | MULTIPLE USE, < 300 REQUIRED PARKING SPACES | | | II. NUMBER OF ACCESS POINTS ONTO EACH RIGHT-OF-WAY: 1 | | | B. NOTWITHSTANDING THE PROVISIONS IN SUBSECTION (1)A OF | | | THIS SECTION: | | | I. NO PROPERTY SHALL HAVE A TOTAL OF MORE THAN FOUR | | | ACCESS POINTS. | | | 2. SEPARATION OF ACCESS POINTS | | | A. THE MINIMUM SEPARATION BETWEEN ACCESS POINTS OR | | | DRIVEWAYS FRONTING ONTO ARTERIAL, COLLECTOR, AND | | | NON-THOROUGHFARE ROADWAYS, AND THE CORNER CLEARANCE | | | DISTANCE FOR ACCESS POINTS OR DRIVEWAYS SHALL BE AS | | | SHOWN IN THE FOLLOWING TABLE: | | | I. FUNCTIONAL CLASS OF ROADWAY: MINOR ARTERIAL | | | II. DISTANCE BETWEEN ACCESS POINTS: 245 FEET | | | III. CORNER CLEARANCE DISTANCE: 75 FEET | | | PROPERTY WOULD EXCEED 4 ?ACCESS POINTS? WITH ADDITION | | | OF A 3RD DROP-OFF, AND SEPARATION DISTANCE OF 245 FT. | | | FROM ONE FLAGLER DROP-OFF DOESN?T APPEAR TO BE MET. | | | | | | STAFF DOES NOT SUPPORT PROPOSED SITE PLAN AMENDMENT TO | | | INCLUDE ADDITIONAL DROP-OFF. | | | | | | CHRIS KIMMERLY, AICP | | | URBAN DESIGN PLANNER - [email protected] - 822-1426 |
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