Plan Review Details - Project Z23040019
Plan Review Stops For Project Z23040019
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status P Date 06-07-2023 Cont ID  
Sent By rbrown Date 06-07-2023 Time 16:32 Rev Time 0.00
Received By rbrown Date 06-07-2023 Time 16:32 Sent To  
Notes
2023-06-07 16:34:37DEVELOPMENT SERVICES DEPARTMENT, BUILDING DIVISION,
 COMMENTS:
  
 1. THIS REVIEW IS A CURSORY REVIEW AS IT RELATES TO THE
 SITE. IT IS NOT A REVIEW FOR FULL COMPLIANCE WITH
 FLORIDA BUILDING CODE. THE FOLLOWING COMMENTS ARE TO BE
 ADDRESSED FOR THE BUILDING PERMIT APPLICATION.
  
 2. SEPARATE PERMITS REQUIRED. ALL APPLICABLE PERMITS
 AND SUB-PERMITS MUST BE OBTAINED BEFORE COMMENCING THE
 WORK. SEPARATE PERMITS, PLANS AND FEES, ARE REQUIRED
 FOR SIGNS, SWIMMING POOLS AND SPAS, GAS SYSTEMS,
 GENERATORS, FIRE ALARM SYSTEMS, FIRE SPRINKLER AND
 OTHER FIRE SUPPRESSION SYSTEMS, BACKFLOW PREVENTERS,
 GREASE INTERCEPTORS, SITE LIGHTING, SITE LANDSCAPE,
 SITE IRRIGATION, ETC.
  
 3. CONTRACTOR VEHICLE PARKING. PROPERTY OWNER AND
 CONTRACTOR SHALL MAKE ARRANGEMENTS FOR PARKING OF
 CONTRACTOR VEHICLES TO MINIMIZE THE IMPACT ON ALL
 NEIGHBORING PROPERTIES. THE CONTRACTOR SHALL SUBMIT A
 CONSTRUCTION PARKING PLAN TO THE ENGINEERING SERVICES
 DEPARTMENT.
  
 4. PROTECTION OF NEIGHBORING PROPERTY. PROPERTY OWNER
 AND CONTRACTOR SHALL PROTECT ALL NEIGHBORING PROPERTY,
 INCLUDING VEHICLES, FROM DAMAGE OR DIRT CAUSED BY THE
 CONSTRUCTION, AND SHALL NOTIFY THE OCCUPANTS OF
 NEIGHBORING PROPERTIES ABOUT ALL STAGES OF CONSTRUCTION
 THAT MAY AFFECT THE USE OF THEIR PROPERTY.
  
 ROBERT BROWN
 BUILDING OFFICIAL
 TEL: 561 805 6652
 EMAIL: [email protected]
  
Review Stop ENG - PPRC ENGINEERING - PPRC
Rev No 1 Status F Date 06-08-2023 Cont ID  
Sent By lquinone Date 06-08-2023 Time 11:32 Rev Time 0.00
Received By lquinone Date 06-08-2023 Time 11:32 Sent To  
Notes
2023-06-08 11:32:47Z#23040019 ??? SUBMITTAL PPRC STANDARD COMMENTS ??? 1ST
 REVIEW
  
 COMMENTS FROM LINDA M. QUINONES- CINTRON, PROJECT
 COORDINATOR, ENGINEERING SERVICES AT 561-494-1085
 [email protected]
 GENERAL:
 O PLEASE RESPOND TO ALL COMMENTS IN WRITING, AND
 INCLUDE PROJECT NAME, ADDRESS AND PERMIT NUMBER
 (Z-XXXXXXXX).
 O THE CITY OF WEST PALM BEACH HAS A NUMBER OF
 REGULATIONS AND PERMIT REQUIREMENTS WHICH DIRECTLY
 AFFECT THE DEVELOPMENT AND INSTALLATION OF WATER AND
 WASTEWATER UTILITIES WITHIN THE CITY. PLEASE SEE
 DEVELOPMENT PERMIT SUBMITTAL REQUIREMENTS AT THE LINK
 BELOW:
 A. HTTP://WPB.ORG/CMSPAGES/GETAMAZONFILE.ASPX?PATH=~\WP
 B_WEBSITE\MEDIA\ENGINEERING\DEVELOPMENT-APPLICATION-FUL
 L-PACKAGE_2016.PDF&HASH=7BD4DD7EB6115181D8C5977BCC02A97
 B1960045731D3658206F27451722716EF
 B. THIS AND OTHER RELATED ENGINEERING DOCUMENTS CAN BE
 FOUND HERE:
 HTTP://WPB.ORG/DEPARTMENTS/ENGINEERING-PUBLIC-WORKS/FOR
 MS,-PERMITS-APPLICATIONS
 C. ALSO SEE: CODE OF ORDINANCES, CITY OF WEST PALM
 BEACH, FLORIDA, CODIFIED THROUGH ORD. NO. 4183-08,
 ADOPTED SEPT. 22, 2008. (SUPPLEMENT NO. 18)
 CHAPTER 90 UTILITIES, ARTICLE I. IN GENERAL,
 SEC. 90-7. POLICY REGARDING EXTENSION OF WATER OR SEWER
 SERVICE FACILITIES OF THE CITY.
 THE WATER AND WASTEWATER SERVICE AGREEMENTS AND THE
 CONSTRUCTION PERMITS ADDRESS RESERVATION OF CAPACITY
 BASED ON USAGE, METER SIZE AND FEES, DESIGN STANDARDS,
 BACKFLOW PREVENTION, FIRE SERVICE AND IRRIGATION.
 O AS OF DECEMBER 20, 2015, THE CITY OF WEST PALM BEACH
 CROSS-CONNECTION CONTROL MANUAL HAS BEEN REVISED,
 STATING "ALL BACKFLOW DEVICES MUST BE LEAD-FREE". FOR
 MORE INFORMATION, REFER TO THE LINK BELOW:
 A. HTTP://WPB.ORG/DEPARTMENTS/PUBLIC-UTILITIES/FORMS-PU
 BLICATIONS/BACKFLOW-CROSS-CONNECTION- CONTROL-MANUAL
 O PLEASE SUBMIT A FORMAL AS-BUILT REQUEST FOR ALL CITY
 OF WEST PALM BEACH-OWNED UTILITIES WITHIN THE PUBLIC
 RIGHT OF WAY FOR THE ENTIRE EXTENT OF THE LIMITS OF
 YOUR PROJECT. IDENTIFY TYPE OF UTILITY, LOCATION, PIPE
 MATERIAL, AGE AND SIZE. PLEASE CONTACT JANICE TARBILL
 IN THE WPB ENGINEERING SERVICES DEPARTMENT AT
 [email protected] OR 561-494-1079 FOR FURTHER
 ASSISTANCE. NOTE THAT FIELD RECORDS ARE FOR INFORMATION
 ONLY. FIELD VERIFY UTILITY LOCATIONS USING FIELD
 SURVEY, POT-HOLING, SOFT DIGS ETC.
 O PROVIDE EXISTING AND PROPOSED PERVIOUS AND IMPERVIOUS
 DATA.
  
 BACKFLOW ASSEMBLY AND METERS:
 O SHOW EXISTING AND PROPOSED DEDICATED UTILITY
 EASEMENTS TO ALLOW ACCESS FOR CITY PERSONNEL TO
 PROPOSED UTILITY WATER METERS. VERIFY THAT THERE ARE NO
 STRUCTURES WITHIN EASEMENT.
 O PROVIDE ENLARGED VIEW ON PLANS OF PROPOSED LOCATION
 OF WATER METER AND BACKFLOW
 PREVENTION.
  
 FORMAL ENGINEERING REVIEW:
 O FOR FORMAL ENGINEERING SUBMITTAL, SFWMD ERP AND NPDES
 NOI REQUIREMENTS WILL BE ENFORCED.
 - AN NOI IS REQUIRED FOR PROJECTS THAT:
 - 1) DISTURB ONE OF MORE ACRES OF LAND OR DISTURB LESS
 THAN ON ACRE OF LAND BUT ARE PART OF A COMMON PLAN OF
 DEVELOPMENT OR SALE;
 - 2) DISCHARGE STORMWATER TO SURFACE WATERS OF THE
 STATE OR TO SURFACE WATERS OF THE STATE THROUGH A
 MUNICIPAL SEPARATE STORM SEWER SYSTEM (MS4).
 - THE SFWMD ERP CAN BE OBTAINED THROUGH A 10-2 SELF
 CERTIFICATION THROUGH FDEP OR AN ERP APPLICATION
 THROUGH SFWMD. EITHER WAY, THE DEVELOPER/ENGINEER SHALL
 SUBMIT A COPY OF THE ERP PERMIT OR FDEP ACKNOWLEDGEMENT
 OF THE 10-2 CERTIFICATION.
 O FOR FORMAL ENGINEERING SUBMITTAL, PLEASE PROVIDE
 EASEMENT FOR PLACEMENT OF PROPOSED WATER METERS.
 O FOR FORMAL ENGINEERING SUBMITTAL, PROVIDE PROFILES OF
 WATER AND SEWER AND SHOW ANY CROSSINGS/CONFLICTS.
 O FOR FORMAL ENGINEERING SUBMITTAL, WHEN SUBMITTING
 APPROVED MATERIALS LIST, PLEASE PROVIDE MATERIAL/CUT
 SHEETS FOR ALL PROPOSED BACKFLOW DEVICES SHOWING
 SPECIFIC MODEL NUMBER AND SPECIFYING USC APPROVED
 LEAD-FREE DESIGN.
 O FOR FORMAL ENGINEERING SUBMITTAL, IF SANITARY LINES
 ARE PROPOSED IN ROW PLEASE SHOW ADJACENT SANITARY
 LATERAL LOCATIONS AND SHOW ADDRESSES OF ADJACENT
 PARCELS.
 O FOR FORMAL ENGINEERING SUBMITTAL, IF WATER LINES ARE
 BEING REPLACED IN ROW, SHOW ADJACENT PARCEL ADDRESSES.
 O FOR FORMAL ENGINEERING SUBMITTAL, ADD NOTE TO PROVIDE
 50 FT. PAVEMENT RESTORATION TRANSITION ON EACH SIDE OF
 PROPOSED TRENCH IN CITY MAINTAINED ROADWAY AREAS PER
 CITY OF WPB STANDARD DETAIL GC-8.
 O FOR FORMAL ENGINEERING SUBMITTAL, PLEASE PROVIDE
 CALCULATIONS OF PERVIOUS AND IMPERVIOUS AREAS FOR
 PROPOSED IMPROVED AREAS.
 QUESTIONS AND COORDINATION CONTACTS:
 O MARK HURLEY, FIELD CUSTOMER SERVICE SUPERVISOR WITH
 CITY OF WPB PUBLIC UTILITIES, REGARDING PLACEMENT OF
 BACKFLOW DEVICES AND WATER METERS. CONTACT HIM AT
 561-822-2262 OR [email protected]
 O MIKE TECHNOW, PROJECT ENGINEER, PUBLIC UTILITIES
 DEPARTMENT AT 561-494-1047 OR [email protected]
 O TRACY WARD, SR. STORMWATER ENGINEER, ENGINEERING
 SERVICES DEPT. AT 561-494-1120 OR [email protected]
  
Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status P Date 06-01-2023 Cont ID  
Sent By pleduc Date 06-01-2023 Time   Rev Time 0.00
Received By pleduc Date 06-01-2023 Time 12:02 Sent To  
Notes
2023-06-01 12:03:04FIRE 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]
  
Review Stop L LANDSCAPING
Rev No 1 Status F Date 06-07-2023 Cont ID  
Sent By kdefranc Date 06-07-2023 Time 14:48 Rev Time 0.00
Received By kdefranc Date 06-07-2023 Time 14:47 Sent To  
Notes
2023-06-07 14:48:41FROM: KEVIE DEFRANC, SENIOR PLANNER 561-822-1449
 PROJECT: PADEL NORTHWOOD Z23040019
 JUNE 7, 2023
 I HAVE REVIEWED THE ABOVE REFERENCED PETITION, AND
 PROVIDE THE FOLLOWING COMMENTS:
  
 1. UPDATE TREE DISPOSITION PLAN (SHEET NO. TD-1) TO
 IDENTIFY/INDICATE/DEMONSTRATE CONSISTENT INFORMATION
 REGARDING THE EXISTING MANGO TREE THAT IS SHOWN TO
 REMAIN ON THE LANDSCAPE PLAN (SHEET NO. LP-1 OF 4) AND
 SITE PLAN (SHEET NO. SP-1 OF 1).
  
 2. PROVIDE THE TOTAL AREA CALCULATIONS FOR THE OVERALL
 SITE (INCLUDING BOTH PARCELS) AND THE SEPARATE AREA
 CALCULATIONS FOR EACH PARCEL ON THE LANDSCAPE PLAN
 (SHEET NO. LP-1 OF 4).
  
 3. PER SECTIONS 94-145(5) AND 94-442(C), UPDATE THE
 OPEN SPACE AREA CALCULATIONS ON THE LANDSCAPE PLAN
 (SHEET NO. LP-1 OF 4).
  
 4. PER SECTIONS 94-145(5) AND 94-442(C), UPDATE THE
 LANDSCAPE AREA CALCULATIONS ON THE LANDSCAPE PLAN
 (SHEET NO. LP-1 OF 4).
  
 5. PER SECTION 94-443(C)(3)(A), EACH ROW OF PARKING
 SPACES SHALL BE TERMINATED BY LANDSCAPED ISLANDS OF NOT
 LESS THAN EIGHT FEET IN WIDTH AND NOT LESS THAN THE
 LENGTH OF THE ADJACENT PARKING STALL. EACH LANDSCAPED
 ISLAND SHALL HAVE A MINIMUM RADIUS OF TWO AND ONE-HALF
 FEET AT ITS END SO AS TO ALLOW CAR MANEUVERING. EACH
 LANDSCAPED ISLAND SHALL CONTAIN AT LEAST ONE CATEGORY 1
 SHADE OR FLOWERING TREE PER ROW OF PARKING. THEREFORE,
 REVISE THE LANDSCAPE PLAN (SHEET NO. LP-1 OF 4),
 ACCORDINGLY, AND PROVIDE THE DIMENSIONS OF THE PROPOSED
 TERMINAL LANDSCAPE ISLANDS.
  
 6. IT HAS BEEN IDENTIFIED THAT THE LANDSCAPE
 REQUIREMENTS CHART (ON THE LANDSCAPE PLAN) INDICATES
 80% OF THE PROVIDED PARKING LOT TREES ARE CATEGORY 1
 TREES, HOWEVER, NONE OF THE PARKING LOT TREES ARE
 CATEGORY 1 TREES. THEREFORE, REVISE THE LANDSCAPE PLAN
 (SHEET NO. LP-1 OF 4), ACCORDINGLY.
  
 7. PER SECTION 94-443(E)(1), AT LEAST 30 PERCENT OF THE
 LINEAR FEET AROUND THE EXTERIOR OF ALL COMMERCIAL
 STRUCTURES SHALL BE PLANTED WITH TREES, SHRUBS OR
 HEDGES. THEREFORE, REVISE THE LANDSCAPE PLAN (SHEET NO.
 LP-1 OF 4), ACCORDINGLY.
  
 8. SHOW EXISTING AND PROPOSED EASEMENTS ON THE
 LANDSCAPE PLAN (SHEET NO. LP-1 OF 4).
  
 9. SHOW EXISTING AND PROPOSED UTILITIES (NOT LIMITED TO
 OVERHEAD LINES, WATER METERS, TRANSFORMERS, CHECK
 VALVES, CLEAN???OUTS, FIRE HYDRANTS, LIGHT POLES AND
 OTHER STRUCTURES) ON THE LANDSCAPE PLAN (SHEET NO. LP-1
 OF 4).
  
 10. PROVIDE THE DELINEATION OF IRRIGATION COVERAGE,
 SENSORS AND HIGH, MEDIUM AND LOW ZONES OF WATER USAGE.
 INCLUDE A STATEMENT THAT ALL LANDSCAPE AREAS, EXCLUDING
 THOSE AREAS WITH NATIVE NONINVASIVE PLANTS, WILL BE
 PROVIDED WITH PERMANENT AUTOMATIC IRRIGATION, INCLUDING
 ADJACENT RIGHTS???OF???WAY.
  
Review Stop PARK PARKING
Rev No 1 Status   Date   Cont ID  
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Notes
***NONE***
Review Stop POLICE POLICE
Rev No 1 Status   Date   Cont ID  
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***NONE***
Review Stop PU PUBLIC UTILITIES
Rev No 1 Status F Date 06-08-2023 Cont ID  
Sent By relizond Date 06-08-2023 Time 08:20 Rev Time 0.00
Received By relizond Date 06-08-2023 Time 08:18 Sent To  
Notes
2023-06-08 08:20:35-EXISTING STORM INTERCONNECTING PIPE CALLED OUT AS
 SANITARY SEWER PIPE ON EXISTING CONDITIONS SHEET.
 -EXISTING CLEANOUT NOT LEGIBLY SHOWN
 -EXISITING WATER MAIN NOT SHOWN ON PLANS
Review Stop PU-CS PUBLIC UTILITIES CUSTOMER SRVC
Rev No 1 Status F Date 06-05-2023 Cont ID  
Sent By mhurley Date 06-05-2023 Time 09:23 Rev Time 0.00
Received By mhurley Date   Time   Sent To  
Notes
2023-06-05 09:23:51PLEASE PROVIDE WRITTEN RESPONSES TO THE FOLLOWING:
 -SHOW AND LABEL IRRIGATION METER BOX AND BACKFLOW
 ASSEMBLY NEAR NORTH PROPERTY LINE. ALSO ADD UTILITY
 EASEMENT AROUND METER BOX IF ON PRIVATE PROPERTY AND
 NONE CURRENTLY EXIST.
 -SHOW UTILITIES ON LANDSCAPING PLANS AND ENSURE NO
 LOCATION CONFLICTS BETWEEN UTILITIES AND PLANTS.
 SPECIFICALLY ENSURE TREE DOES NOT CONFLICT WITH METERED
 IRRIGATION WATER SERVICE NEAR THE NORTHEAST AREA.
 -HISTORIC PICTURES OF 20TH ST. SEEMS TO SHOW GUY WIRE
 ANCHORS WHERE PARKING SPOTS ARE PROPOSED.
 RESPECTFULLY,
 MARK HURLEY [email protected]
Review Stop PW PUBLIC WORKS
Rev No 1 Status F Date 06-08-2023 Cont ID  
Sent By jbjoseph Date 06-08-2023 Time 11:48 Rev Time 0.00
Received By jbjoseph Date 06-08-2023 Time 11:48 Sent To  
Notes
2023-06-08 11:50:16PLEASE PROVIDE THE FOLLOWING:
 1. LOS (LEVEL OF SERVICE ANALYSIS) TO REFLECT THE SOLID
 WASTE VOLUME PRODUCED ALONG WITH THE SIZE, TYPE AND
 QUANTITY OF THE CONTAINER (I.E. DUMPSTER/COMPACTOR)
 THAT WILL BE FOR THE SANITATION SERVICE.
 2. NOTE INDICATES THAT ROLL OUT CONTAINER WILL BE
 STORED WITHIN BUILDING. PROVIDE DETAILS OF DESIGNATED
 TRASH ROOM/STORAGE AREA FOR THE CONTAINER.
  
 FURTHER COMMENTS MAY BE FORTHCOMING
  
 BRUCELY A. JOSEPH
 PUBLIC WORKS PROGRAM MANAGER
 [email protected]
 561-494-1141
  
Review Stop STORM STORMWATER
Rev No 1 Status F Date 06-01-2023 Cont ID  
Sent By tward Date 06-01-2023 Time 19:18 Rev Time 0.00
Received By tward Date 06-01-2023 Time 19:20 Sent To  
Notes
2023-06-01 19:19:40THIS 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. THE CITY'S OFFICIAL VERTICAL DATUM PER CITY CODE IS
 NGVD1929. THE NAVD1988 VERTICAL DATUM MAY BE USED IF
 THE CONVERSION EQUATION BETWEEN NAVD1988 AND NGVD1929
 IS PROVIDED. PROVIDE THE CONVERSION EQUATION ON THE
 SURVEY. PROVIDE VERTICAL DATUM REFERENCE AND CONVERSION
 EQUATION ON SHEET C3.1 AND ANY OTHER SHEET WITH
 ELEVATION INFORMATION.
  
 2. ADD TO THE SURVEY THE CATCH BASIN LOCATED IN THE
 ALLEY NEAR THE SOUTHWEST CORNER OF THE PROPERTY AND ANY
 OTHER UTILITIES IN THE RIGHTS OF WAY SURROUNDING THE
 PROPERTY. AT A MINIMUM PROVIDE THE RIM/GRATE/VALVE
 COVER ELEVATION. INVERT ELEVATIONS WILL BE NEEDED IF
 CONNECTIONS ARE MADE TO THE UTILITIES.
  
 3. LEGAL DESCRIPTION MISSING FROM SHEET C1.0.
  
 4. SHEET C2.0 APPEARS TO BE MISLABELED AS EXISTING
 CONDITIONS PLAN. DRAWING INDEX ON SHEET C1.0 LABELS
 SHEET C2.0 AS PAVING, GRADING & DRAINAGE PLAN.
  
 5. LOCATIONS OF EXISTING UTILITY STRUCTURES DO NOT
 MATCH BETWEEN THE CIVIL PLANS AND THE SURVEY.
  
 6. EXISTING STORM PIPE CONNECTED TO INLET IN THE ALLEY
 IS LABELED AS EXISTING 8-INCH PVC SAN. CONFIRM ALL
 EXISTING UTILITIES ARE LABELED AND LABELED CORRECTLY.
  
 7. SHOW AND LABEL ALL EXISTING UTILITY STRUCTURES
 WITHIN THE RIGHTS OF WAY SURROUNDING THE SUBJECT PARCEL
 ON THE SURVEY AND CIVIL PLANS.
  
 8. PROVIDE SECTIONS AT BOTH DRIVEWAYS, A SECTION
 THROUGH THE PROPOSED PARALLEL PARKING SPACES ON 20TH ST
 AND A SECTION FROM THE 5 FEET WEST OF THE WEST PROPERTY
 LINE TO THE EDGE OF PAVEMENT OF N. DIXIE HIGHWAY. LABEL
 THE PROPERTY LINE/RIGHT OF WAY LINE, SURFACE FEATURES,
 RIGHT OF WAY NAMES. DIMENSION FROM RIGHT OF WAY LINE OR
 PROPERTY LINE TO THE EDGE OF PAVEMENT, TO THE BACK OF
 SIDEWALK, TO BACK OF CURB, TO HIGH AND LOW POINTS, ETC.
  
 9. LABEL ALL OF THE RIGHTS OF WAY ON THE CIVIL PLANS.
  
 10. INDICATE IF THE SIDEWALK IN THE ALLEY WILL BE FLUSH
 WITH THE ALLEY.
  
 11. WILL THE SIDEWALK IN THE ALLEY ON THE EAST SIDE OF
 THE DRIVEWAY CONNECT WITH THE EXISTING SIDEWALK WEST OF
 THE DRIVEWAY? IF SO, THE SIDEWALK WILL NEED TO BE
 PLACED BEHIND THE EXISTING DRAINAGE INLET OR THE INLET
 BE RELOCATED SOUTH OF THE PROPOSED SIDEWALK.
  
 12. DRIVEWAY APRONS IN THE RIGHT OF WAY TO BE CONCRETE
 PER THE CITY STANDARD DETAIL.
  
 13. THE DIMENSIONS OF THE PARKING SPACES SHALL MEET THE
 MINIMUM DIMENSIONS PROVIDED IN CITY CODE SECTION
 94-485.
  
 14. INCLUDE THE HERRING BONE HATCH PATTERN IN THE
 LEGEND ON SHEET C2.0.
  
 15. INDICATE WHERE THE NYLOPLAST STRUCTURES WILL BE
 CONSTRUCTED.
  
 16. PROVIDE A DETAIL OF THE DRAINAGE CONTROL STRUCTURE
 AND LIST THE CONTROL (WEIR) ELEVATION ON THE PGD PLAN.
 THE CITY DOES NOT ALLOW THE USE OF BLEEDERS WITH
 EXFILTRATION TRENCH SYSTEMS.
  
 17. THE 15-INCH RCP OUTFALL PIPE FROM STRUCTURE CS-1
 APPEARS TO BE AT AN ADVERSE SLOPE.
  
 18. CONFIRM THE PROPOSED NORTH DRIVEWAY LINES UP WITH
 THE EXISTING DRIVEWAY. THE 11.86 SPOT GRADE ON SHEET
 C2.0 APPEARS TO OVERLAP THE 11.82 SPOT GRADE ON THE
 SURVEY.
  
 19. PROPERLY LABEL THE EXISTING CURBS ON SHEET C2.0.
  
 20. DRAINAGE SYSTEM TO BE DESIGNED TO MEET SFWMD ERP
 CRITERIA.
  
 21. ON THE EROSION CONTROL PLAN, CALL OUT WHERE BMPS
 ARE TO BE INSTALLED. PROVIDE AN ALTERNATIVE TO HAY
 BALES AROUND DRAINAGE STRUCTURES.
  
  
 THE FOLLOWING COMMENTS MUST BE ADDRESSED PRIOR TO
 ISSUANCE OF CONSTRUCTION AUTHORIZATION INCLUDING
 BUILDING PERMITS AND ENGINEERING DEVELOPMENT APPROVAL.
  
 1. PROVIDE A COPY OF THE SFWMD ERP BEFORE START OF
 CONSTRUCTION.
  
 2. PROVIDE EROSION AND SEDIMENT CONTROL PLAN WITH THE
 ENGINEERING PERMIT SUBMITTAL.
  
 3. STORMWATER MANAGEMENT CALCULATIONS WILL BE REVIEWED
 WITH THE ENGINEERING PERMIT SUBMITTAL.
  
 TRACY WARD, PE
 SENIOR STORMWATER ENGINEER
 ENGINEERING SERVICES DEPARTMENT
 561-494-1120 (O)
 [email protected]
  
Review Stop SURVEY SURVEYING
Rev No 1 Status F Date 06-08-2023 Cont ID  
Sent By vnoel Date 06-08-2023 Time 09:37 Rev Time  
Received By vnoel Date   Time   Sent To  
Notes
2023-06-08 09:40:191. SURVEY NEEDS TO REFLECT AREA FOR DIXIE R/W CLAIMED
 BY THE CITY PER THE MAINTENANCE MAP IN ROAD PLAT BOOK
 8, PAGE 137.
 2. APPLICATION HAS BEEN RECEIVED FOR UNITY OF TITLE.
Review Stop TRAFFIC TRAFFIC ENGINEERING
Rev No 1 Status F Date 06-08-2023 Cont ID  
Sent By   Date 06-08-2023 Time   Rev Time  
Received By   Date 06-08-2023 Time   Sent To  
Notes
2023-06-08 12:28:31Z23040019 - 2025 N DIXIE PARKING LOT - PPRC -
 2023-06-08
 1)PROVIDE AN UPDATED COUNTY TPS LETTER. GIVEN THE UNITY
 OF TITLE, THE PARKING LOT IS NOW PART OF THE PROPOSED
 DEVELOPMENT; THUS, TRIPS GENERATED BY THE PARCEL MUST
 BE PROPERLY RECORDED IN THE COUNTY DATABASE. LATEST TPS
 LETTER SHOWS ZERO DAILY AND PEAK HOUR TRIPS
 2) PROVIDE AN UPDATED AND CORRECTED TRANSPORTATION SITE
 PLAN. SIGNAGE AND PAVEMENT MARKINGS ARE NOT PROPERLY
 SHOWN NOR CORRECT IN LATEST SUBMISSION
  
 VALERIO ORICCHIO
 CITY TRANSPORTATION ENGINEER
 561-494-1092
 [email protected]
  
Review Stop Z ZONING
Rev No 1 Status F Date 06-02-2023 Cont ID  
Sent By kdefranc Date 06-02-2023 Time 11:35 Rev Time 0.00
Received By kdefranc Date 06-02-2023 Time 11:35 Sent To  
Notes
2023-06-02 11:35:346/2/23 ??? FAILED
  
  
 PLEASE NOTE THE FOLLOWING PROCESS COMMENTS WHEN
 RESUBMITTING:
 A. WRITTEN RESPONSES TO COMMENTS MADE BY ALL
 DEPARTMENTS SHALL BE PROVIDED UPON RESUBMISSION.
 B. PROVIDE AN ELECTRONIC COPY OF ALL PLANS AND REQUIRED
 MATERIALS AND 2 SETS OF FOLDED PHYSICAL PLANS, ALONG
 WITH ONE (1) REDUCED COPY (11 IN X 17 IN).
 C. PLEASE NOTE THAT RE-SUBMITTALS MAY BE SUBJECT TO
 ADDITIONAL COMMENTS.
 D. IF NO RESPONSE IS RECEIVED WITHIN 60 DAYS OF THE
 ISSUANCE OF THESE COMMENTS, THE APPLICATION WILL BE
 CONSIDERED WITHDRAWN AND ANY FURTHER ACTION WILL
 REQUIRE SUBMISSION OF A NEW DEVELOPMENT APPLICATION.
 E. PLEASE NOTE THAT YOU ARE PERMITTED ONE (1)
 RESUBMITTAL AT NO ADDITIONAL COST. A RESUBMITTAL FEE OF
 20% OF THE ORIGINAL APPLICATION FEE WILL BE ASSESSED
 AFTER THE FIRST RESUBMITTAL.
  
 REQUIRED MATERIALS MUST BE PROVIDED:
 F. PLEASE PROVIDE PROOF OF AN APPROVED AND RECORDED
 UNITY OF TITLE OF THE TWO (2) PARCELS (PER CONDITION
 NO. 1 OF THE CLASS B SPECIAL USE PERMIT ??? ZONING
 BOARD OF APPEALS CASE NO. (ZBA) 3418).
 G. PLEASE PROVIDE A CURRENT SURVEY.
 H. PLEASE PROVIDE REVISED PLANS ADDRESSING THE REVIEW
 COMMENTS BELOW.
 I. PLEASE PROVIDE/INDICATE/DEMONSTRATE CONSISTENT
 INFORMATION ON ALL THE DIFFERENT PLANS AND REQUIRED
 MATERIALS WITHIN THE APPLICATION PACKET RESUBMITTAL.
  
 REVIEW COMMENT MUST BE ADDRESSED:
 1. IT HAS BEEN IDENTIFIED THAT THE APPROXIMATELY
 12-FOOT WIDE BY 50-FOOT LONG AREA EAST OF THE EXISTING
 BUILDING IS NOT A PART OF THE PRIVATE PROPERTY,
 THEREFORE, PLEASE PROVIDE A CURRENT SURVEY AND REVISED
 PLANS.
 2. PLEASE IDENTIFY/INDICATE THE EXISTING/PROPOSED
 EASEMENTS ON THE PLANS.
 3. IT HAS BEEN IDENTIFIED THAT THE BUILDING FOOTPRINT
 ON THE PROPOSED FLOOR PLAN (SHEET NUMBER A1.0) AND THE
 OTHER PLANS PROVIDED DO NOT MATCH. THEREFORE, PLEASE
 REVISE THE PLANS, ACCORDINGLY.
 4. PLEASE IDENTIFY/INDICATE HOGANS STREET ON THE PLANS,
 ACCORDINGLY.
 5. IT HAS BEEN IDENTIFIED THAT THE PROPOSED 70-DEGREE
 ANGLED PARKING SPACES (STANDARD AND ADA) ARE NOT IN
 COMPLIANCE WITH THE MINIMUM OFF-STREET PARKING
 DIMENSIONAL REQUIREMENTS OF THE ZLDR SUBSECTION
 94-485(N), THEREFORE PLEASE REVISE THE PLANS,
 ACCORDINGLY.
 6. IT HAS BEEN IDENTIFIED THAT THE PROPOSED WALL
 (DEMONSTRATED ON PARCEL NUMBER 74434316150010070) IS
 CLOSER THAN THE MINIMUM SIX (6) INCHES DISTANCE
 REQUIREMENT ALONG THE SIDE LOT LINE ACCORDING TO THE
 ZLDR SUBSECTION 94-273(D)(54)(B)(14), THEREFORE PLEASE
 REVISE THE PLANS, ACCORDINGLY.
 7. PLEASE IDENTIFY/INDICATE/DEMONSTRATE THE VISIBILITY
 TRIANGLE AREAS/DIMENSIONS AND
 IDENTIFY/INDICATE/DEMONSTRATE THE PROPOSED WALLS
 OUTSIDE OF THESE AREAS ON THE DIFFERENT PLANS ACCORDING
 TO THE ZLDR SUBSECTION 94-305(E).
 8. PLEASE IDENTIFY/INDICATE/DEMONSTRATE THE LOCATION,
 HEIGHT AND INTENSITY OF ALL OUTDOOR ILLUMINATION ON THE
 PLANS, ACCORDINGLY.
 9. PLEASE IDENTIFY/INDICATE/DEMONSTRATE THE LOCATION OF
 THE EXISTING AND PROPOSED FIRE HYDRANTS WITHIN 250 FEET
 OF THE PROPOSED STRUCTURE ON THE PLANS.
 10. PLEASE IDENTIFY/INDICATE/DEMONSTRATE THE LOCATION
 OF THE PROPOSED PUBLIC ART ON THE PLANS.
 11. PLEASE IDENTIFY/INDICATE THE FUTURE LAND USE
 DESIGNATIONS IN THE SITE TABULAR DATA ON SHEET NUMBER
 SP-1 OF 1.
 12. PLEASE IDENTIFY/INDICATE SEPARATE AREA
 ACREAGE/SQUARE FOOTAGE CALCULATIONS FOR BOTH PARCEL
 NUMBERS 74-43-43-16-15-001-0010 AND
 74-43-43-16-15-001-0070 IN THE SITE TABULAR DATA ON
 SHEET NUMBER SP-1 OF 1.
 13. PLEASE IDENTIFY/INDICATE THE EXISTING IMPERMEABLE
 SURFACE LOT COVERAGE SQUARE FOOTAGE AND PERCENTAGE
 CALCULATION IN RELATION TO PARCEL NUMBER
 74-43-43-16-15-001-0010 IN THE SITE TABULAR DATA ON
 SHEET NUMBER SP-1 OF 1.
 14. PLEASE IDENTIFY/INDICATE THE PROPOSED IMPERMEABLE
 SURFACE LOT COVERAGE SQUARE FOOTAGE AND PERCENTAGE
 CALCULATION IN RELATION TO PARCEL NUMBER
 74-43-43-16-15-001-0010 IN THE SITE TABULAR DATA ON
 SHEET NUMBER SP-1 OF 1.
 15. PLEASE IDENTIFY/INDICATE THE PROPOSED OPEN SPACE
 AREA SQUARE FOOTAGE AND PERCENTAGE CALCULATION IN
 RELATION TO PARCEL NUMBER 74-43-43-16-15-001-0010 IN
 THE SITE TABULAR DATA ON SHEET NUMBER SP-1 OF 1.
 16. PLEASE IDENTIFY/INDICATE THE PROPOSED LANDSCAPE
 SPACE AREA SQUARE FOOTAGE AND PERCENTAGE CALCULATION IN
 RELATION TO PARCEL NUMBER 74-43-43-16-15-001-0010 IN
 THE SITE TABULAR DATA ON SHEET NUMBER SP-1 OF 1.
 17. PLEASE IDENTIFY/INDICATE THE EXISTING BUILDING LOT
 COVERAGE SQUARE FOOTAGE AND PERCENTAGE CALCULATION IN
 RELATION TO PARCEL NUMBER 74-43-43-16-15-001-0010 IN
 THE SITE TABULAR DATA ON SHEET NUMBER SP-1 OF 1.
 18. PLEASE IDENTIFY/INDICATE THE PROPOSED BUILDING LOT
 COVERAGE SQUARE FOOTAGE AND PERCENTAGE CALCULATION IN
 RELATION TO PARCEL NUMBER 74-43-43-16-15-001-0010 IN
 THE SITE TABULAR DATA ON SHEET NUMBER SP-1 OF 1.
 19. PLEASE IDENTIFY/INDICATE THE EXISTING BUILDING
 FLOOR AREA SQUARE FOOTAGE CALCULATION IN RELATION TO
 PARCEL NUMBER 74-43-43-16-15-001-0010 IN THE SITE
 TABULAR DATA ON SHEET NUMBER SP-1 OF 1.
 20. PLEASE IDENTIFY/INDICATE THE PROPOSED BUILDING
 FLOOR AREA SQUARE FOOTAGE CALCULATION IN RELATION TO
 PARCEL NUMBER 74-43-43-16-15-001-0010 IN THE SITE
 TABULAR DATA ON SHEET NUMBER SP-1 OF 1.
 21. PLEASE REVISE THE PROPERTY DEVELOPMENT REQUIREMENTS
 TABLE ON SHEET NUMBER SP-1OF 1 BY SEPARATING OUT THE
 CODE REQUIREMENTS FOR THE MF14 AND GC ZONING DISTRICTS.
  
  
 KEVIE DEFRANC
 SENIOR PLANNER ??? PLANNING DIVISION
 [email protected]
 561-822-1449
  
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