Plan Review Details - Project Z22050024
Plan Review Stops For Project Z22050024
Review Stop AIPP ART IN PUBLIC PLACES
Rev No 1 Status N Date 06-10-2022 Cont ID  
Sent By scwelter Date 06-10-2022 Time 15:46 Rev Time 0.00
Received By afowlkes Date 06-10-2022 Time 15:46 Sent To  
Notes
***NONE***
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status P Date 06-08-2022 Cont ID  
Sent By rbrown Date 06-08-2022 Time 20:24 Rev Time 0.00
Received By rbrown Date 06-08-2022 Time 20:24 Sent To  
Notes
2022-06-08 20:30:31DEVELOPMENT 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. FLOOD ZONE. THE PROPOSED FINISHED FLOOR ELEVATION OF
 18.50 FT NAVD IS NOTED. ACCORDING TO THE ADOPTED FLOOD
 INSURANCE RATE MAPS (FIRMS), THE PROPOSED BUILDING IS
 IN FLOOD ZONE AE, WITH A BASE FLOOD ELEVATION OF 13.4
 FT NAVD. THE FIRST FLOOR OF THE BUILDING AND ALL
 ASSOCIATED MECHANICAL EQUIPMENT (CHILLERS, GENERATORS
 ETC.) SHALL BE 24 INCHES (FREEBOARD) ABOVE THE BASE
 FLOOD ELEVATION. THE PROPOSED FINISHED FLOOR ELEVATION
 OF 18.50 FT NAVD WILL MEET THAT REQUIREMENT.
  
 3. GREASE INTERCEPTOR. A GREASE INTERCEPTOR MAY BE
 REQUIRED. FOR INFORMATION ON THE REQUIRED TYPE, SIZE
 AND LOCATION, PLEASE CONTACT RYAN BROWN, CHIEF PLUMBING
 INSPECTOR, DEVELOPMENT SERVICES DEPARTMENT, AT (561)
 805-6692, OR BY EMAIL: [email protected]
  
 4. 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, GAS SYSTEMS, GENERATORS, FIRE ALARM SYSTEMS,
 FIRE SPRINKLER AND OTHER FIRE SUPPRESSION SYSTEMS,
 GREASE INTERCEPTORS, SITE LIGHTING, SITE LANDSCAPE,
 SITE IRRIGATION, ETC.
  
 5. BUILDING ADDRESS. EACH SEPARATE BUILDING, AND UNIT
 WITH AN INDEPENDENT ENTRANCE FROM THE STREET, SHALL
 HAVE A SEPARATE ADDRESS ASSIGNED BASED ON THE LOCATION
 OF THE BUILDING ENTRANCE. FOR STREET ADDRESSING,
 CONTACT CAROLINE PUELL, ADDRESSING COORDINATOR, AT
 (561) 805 6659, OR BY EMAIL: [email protected]
  
  
 ROBERT BROWN
 BUILDING OFFICIAL
 TEL: 561 805 6652
 EMAIL: [email protected]
  
Review Stop ENG - PPRC ENGINEERING - PPRC
Rev No 3 Status P Date 08-12-2022 Cont ID  
Sent By rrossano Date 08-12-2022 Time   Rev Time 0.00
Received By rrossano Date 08-12-2022 Time   Sent To  
Notes
***NONE***
Review Stop ENG - PPRC ENGINEERING - PPRC
Rev No 2 Status P Date 07-22-2022 Cont ID  
Sent By rrossano Date 07-22-2022 Time   Rev Time 0.00
Received By rrossano Date 07-22-2022 Time   Sent To  
Notes
2022-07-22 10:43:23PASSED WITH PROVISOS:
  
 PLEASE CLEARLY LABEL POTHOLE INFORMATION ON SHEET C10
 OF FORMAL ENGINEERING PLAN SUBMITTAL.
  
 PLEASE OBTAIN ROW PERMIT FOR WORK IN FDOT ROW.
  
 THANKS,
 RICK ROSSANO, SENIOR PROJECT COORDINATOR, CITY OF WPB
 ENGINEERING SERVICES DEPARTMENT
 DIRECT: (561) 494-1098, FAX: (561) 494-1116, MOBILE:
 (561) 246-9525
 EMAIL: [email protected] HTTPS://WWW.WPB.ORG/GOVERNMENT/
 ENGINEERING/ENGINEERING-STANDARDS-DETAILS
  
  
Review Stop ENG - PPRC ENGINEERING - PPRC
Rev No 1 Status F Date 06-08-2022 Cont ID  
Sent By rrossano Date 06-08-2022 Time   Rev Time  
Received By rrossano Date 06-08-2022 Time   Sent To  
Notes
2022-06-08 16:45:21COMMENTS FROM RICK ROSSANO, SR. PROJECT COORDINATOR,
 ENGINEERING SERVICES AT 561-494-1098 [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 AND LABEL ANY EXISTING OR PROPOSED WATER
 SERVICES AND WATER METERS, ALONG WITH WHAT IS HAPPENING
 TO THEM.
 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.
 O BACKFLOWS SHALL BE INSTALLED ON PRIVATE PROPERTY
 OUTSIDE OF EASEMENTS AND RIGHTS OF WAY. DOMESTIC WATER
 METERS SHALL BE INSTALLED IMMEDIATELY ADJACENT TO
 PROPERTY LINE. 3 INCH AND LARGER WATER METERS SHALL BE
 INSTALLED ABOVE-GROUND ONLY.
 O CALLOUT DOMESTIC BACKFLOW PREVENTER AS RPPA (MAKE
 NOTE USC APPROVED) AND FIRE BACKFLOW PREVENTER AS DCDA.
  
 WATER/WASTEWATER PLAN:
 O PROVIDE VERTICAL DATUM AND DATUM CONVERSION
 INFORMATION (NAVD 1988 AND NGVD 1929).
 O SHOW PROJECT ADDRESS ON ALL PLAN SHEETS.
 O PROVIDE LEGEND ON ALL PLAN SHEETS TO INCLUDE
 STREETLIGHT, SIGN POSTS, TRANSFORMER BOXES ETC.
 O PLANS SHALL SHOW EXISTING AND PROPOSED LOCATIONS AND
 DIMENSIONS OF ALL WATER, STORMWATER, AND SANITARY AND
 SEWER LINES AND CLEANOUTS, INCLUDING STUBS TO EACH
 PROPERTY LINE FOR WATER AND SANITARY SEWERS, THE MAKE
 AND MODEL OF ALL VALVES, POTABLE AND IRRIGATION METERS,
 BACKFLOWS, FIRE HYDRANTS AND FDCS, AND OTHER DEVICES TO
 BE INSTALLED ON THE SYSTEM, CATCH BASINS, CULVERTS,
 DITCHES INCLUDING GRADES, PIPES SIZES, MATERIALS,
 ELEVATIONS, ASSUMPTIONS, CALCULATIONS, INVERT
 ELEVATIONS FOR ALL INLETS AND MANHOLES AND PROFILES OF
 SANITARY SEWER LINES.
 O GATE VALVE BOXES SHALL NOT BE INSTALLED IN CURB OR
 SIDEWALK. ALL AVAILABLE ELEVATION SHALL BE SHOWN ON THE
 PROFILE VIEW.
 O DIRECTION OF FLOW SHALL BE SHOWN ON PLAN VIEW ON PLAN
 VIEW FOR ALL SANITARY AND STORM SEWERS.
 O SHOW SLOPE % ON ALL SANITARY LINES AND CALL OUT
 MATERIAL.
 O PLAN VIEW SHALL SHOW ALL EXISTING AND PROPOSED
 UNDERGROUND UTILITY LAYOUT, INCLUDING FIBER OPTIC,
 ELECTRIC, GAS, AND CABLEVISION & TELECOMMUNICATION
 FACILITIES LOCATED ON THE RIGHT-OF-WAY.
 O PROVIDE PROFILE AND CLEARANCES BETWEEN WATER, SEWER
 AND STORM LINES PER CITY OF WEST PALM BEACH STANDARD
 DETAIL GN-2 SERIES, AT ALL UTILITY CROSSINGS.
 O SUBMIT COMPLETED LOS ANALYSIS SUMMARY TABLE DIRECTLY
 TO ENGINEERING (SHEET 33 OF CITY OF WPB DEVELOPMENT
 APPLICATION). PROVIDE CALCULATIONS ON PLANS OF EXISTING
 AND PROPOSED DEMANDS FOR WATER & SEWER (AVERAGE,
 MAXIMUM AND PEAK) AND FIRE FLOW DEMANDS. CALCULATIONS
 SHALL BE PER FAC 64E-6 FOR SEWER AND PER FAC 64-E.008
 FOR WATER.
 O PROVIDE FIRE FLOW TEST DATA.
 O CUT AND CAP UTILITIES NOT IN USE AND REMOVE ANY
 ABANDONED UTILITY LINES LARGER THAN 2 INCHES FROM CITY
 ROW.
 O WHEN PROPOSED, WATER MAINS IN CITY RIGHT OF WAY SHALL
 BE MADE OF DUCTILE IRON PIPE (NOT PVC) AND SPECIFY
 PROPOSED LENGTH IN FEET.
 O CHECK TO SEE IF FDEP FORMS FOR PROPOSED SANITARY
 SEWER ARE REQUIRED.
 O PROVIDE CLEANOUTS FOR PROPOSED SANITARY LINE ONSITE
 JUST INSIDE PROPERTY LINE, AT JOINTS AND EVERY 75 FEET.
 O ADD NOTE TO PLANS SPECIFYING CITY?S DOWNSTREAM LIFT
 STATION NUMBER.
 O PROVIDE ONSITE CLEANOUTS NEAR PROPERTY LINE FOR
 PROPOSED SANITARY LATERALS.
 O LABEL WATER LINES AS PRIVATE WHERE APPLICABLE.
 O PLEASE SHOW AND LABEL EXISTING AND PROPOSED GREASE
 TRAPS (IF ANY).
 O PER CITY STANDARDS MAINTAIN MINIMUM DISTANCE BETWEEN
 OUTSIDE DIAMETER OF CITY PIPE AND ROOT BARRIER.
  
 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.
  
Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status P Date 06-02-2022 Cont ID  
Sent By pleduc Date 06-02-2022 Time   Rev Time 0.00
Received By pleduc Date 06-02-2022 Time 12:12 Sent To  
Notes
2022-06-02 12:14:15THE FOLLOWING COMMENTS WERE SUBMITTED BY PETER LEDUC,
 FIRE MARSHAL, BUREAU OF FIRE PREVENTION, WEST PALM
 BEACH FIRE DEPARTMENT.
  
 THIS REVIEW CAN ONLY BE CONSIDERED PRELIMINARY AS THE
 DRAWINGS THAT WERE REVIEWED WERE NOT COMPLETE.
 ADDITIONAL COMMENTS CAN BE EXPECTED WHEN FULL DRAWINGS
 ARE SUBMITTED FOR PERMIT.
  
 THE FIRE PREVENTION BUREAU HAS NO OBJECTIONS TO THE
 PROPOSED PROJECT. THE FOLLOWING COMMENTS ARE INTENDED
 TO PROVIDE GUIDANCE FOR BUILDING PLAN SUBMITTAL.
  
 1. CONSTRUCTION, DEMOLITION, AND RENOVATION TO COMPLY
 WITH NFPA 241. EXTRA ATTENTION SHALL BE GIVEN TO THE
 PERMITTING AND LOCATION OF CONSTRUCTION TRAILERS. A
 PERMIT IS REQUIRED FOR ANY CONSTRUCTION TRAILER RELATED
 TO THIS PROJECT. SEPARATION DISTANCES FROM MAIN
 STRUCTURES AS WELL AS OTHER TRAILERS SHALL BE CLOSELY
 MONITORED FOR THE REQUIREMENTS OF FIRE SPRINKLER
 PROTECTION.
  
 2. SITE ACCESS AND EXIT POINTS ARE TO BE CLEARLY
 IDENTIFIED AND MAINTAINED FOR EMERGENCY VEHICLES DURING
 ALL CONSTRUCTION ACTIVITIES.
  
 3. THE BUILDING ADDRESS SHALL BE CLEARLY VISIBLE FROM
 ALL ACCESS ROADWAYS, INCLUDING DURING CONSTRUCTION.
 ADDRESS NUMBERS SHALL CONTRAST WITH THEIR BACKGROUND
 AND SHALL NOT BE LESS THAN SIX (6) INCHES IN HEIGHT
 WITH A ONE (1) INCH STROKE FOR ALL BUILDINGS.
  
 4. DURING CONSTRUCTION, TRASH AND DEBRIS IS TO BE
 REMOVED FROM THE SITE DAILY OR MORE OFTEN TO REDUCE THE
 ACCUMULATION OF POTENTIAL LIFE AND FIRE SAFETY HAZARDS.
  
 5. THE CONSTRUCTION OF THE BUILDING(S) SHALL COMPLY
 WITH THE 7TH EDITION OF THE FLORIDA FIRE PREVENTION
 CODE, INCLUDING NFPA 1 & 101, AND ALL ASSOCIATED FIRE
 CODES.
  
 6. FOR PLAN REVIEW SUBMITTAL, PLEASE INCLUDE THE
 OCCUPANCY TYPE PER THE FLORIDA FIRE PREVENTION CODE.
  
 7. A COMPLETE LIFE SAFETY PLAN FOR THE OCCUPANCY SHALL
 BE PROVIDED THAT ILLUSTRATE OCCUPANT LOADS, TRAVEL
 DISTANCES, EXIT SEPARATION DISTANCES, COMMON PATHS OF
 TRAVEL, DEAD-END CORRIDORS, EXIT SIGNS, EMERGENCY
 LIGHTING, EXITS LEADING TO A PUBLIC WAY, FIRE
 EXTINGUISHER LOCATIONS, AND ALL FIRE SAFETY FEATURES
 AND EQUIPMENT.
  
 8. THE BUREAU'S APPROVAL OF THIS SUBMITTED PROJECT DOES
 NOT CONSTITUTE ITS FINAL REVIEW OR APPROVAL.
  
 9. THE BUREAU SHALL REVIEW ALL SUBMITTED BUILDING PLANS
 AT THE APPROPRIATE TIME AND IN ACCORDANCE WITH THE
 REQUIREMENTS OF ALL APPLICABLE CODES AND STANDARDS.
  
 PETER LEDUC
 FIRE MARSHAL
 561-804-4709
 [email protected]
  
Review Stop L LANDSCAPING
Rev No 2 Status P Date 07-22-2022 Cont ID  
Sent By rcaranci Date 07-22-2022 Time 16:30 Rev Time 0.00
Received By rcaranci Date 07-22-2022 Time 16:30 Sent To  
Notes
2022-07-22 16:31:03FROM: RAY CARANCI, SENIOR LANDSCAPE PLANNER
 561-822-1462
 PROJECT: OKEE PLAZA Z22050024
 JULY 22, 2022
 I HAVE REVIEWED THE ABOVE REFERENCED PETITION, AND
 PROVIDE THE FOLLOWING COMMENTS:
  
 1. SATISFIED. SECTION 94-448 (D)(3) REQUIRES NATIVE
 TREES IN GOOD CONDITION TO BE PRESERVED ON SITE OR
 RELOCATED. ANSI A 300 (PART 5) STANDARDS SPECIFY
 EXAMPLES OF SUITABILITY RATINGS OF GOOD, MODERATE, OR
 POOR FOR RELOCATION. THE TREE DISPOSITION TABLE
 INDICATES THE SABAL PALMS ARE IN FAIR CONDITION. IF
 THEY ARE NOT GOOD CANDIDATES TO SURVIVE RELOCATION ,
 THEY DO NOT HAVE TO BE RELOCATED.
  
 2. SATISFIED. ADD A COLUMN TO THE DISPOSITION CHART FOR
 MITIGATION DUE. SINCE ALL LIVE OAKS ARE LESS THAN 20
 FEET CANOPY DIAMETER, THE MITIGATION IS 300 SQ. FT. FOR
 A CATEGORY ONE SPECIES. SABAL PALMS ARE CATEGORY 3, SO
 100 SQ. FT. OF MITIGATION DUE. ILEX CASSINE IS CATEGORY
 2 SO 100 SQ. FT. OF MITIGATION DUE. ADD MITIGATION
 REQUIRED FOR A TOTAL DUE. PROVIDE THE MITIGATION
 CREDITS BASED ON NEW TREES AND PALMS ADDED FROM THE
 PLANT LIST.
  
 3. SATISFIED. PER SECTION 94-443(C)(3)A. AND B.,
 TERMINAL LANDSCAPE ISLANDS AND INTERIOR ISLANDS MUST
 HAVE AT LEAST 8 FEET WIDE LANDSCAPE AREA AND RUN THE
 FULL LENGTH OF THE ADJACENT PARKING SPACE. EACH AREA
 SHALL HAVE AT LEAST ONE SHADE OR FLOWERING TREE PER ROW
 OF PARKING AND AN INTERIOR ISLAND MUST BE PROVIDED SO
 THERE ARE NO MORE THAN 10 SPACES IN A ROW. THE INTENT
 OF THE CODE IS TO PROVIDE TREE CANOPY FOR PAVED AREAS
 TO REDUCE HEAT ISLAND EFFECTS. AS THERE IS EXCESS
 PARKING FOR THE SITE, THIS AREA OF THE PARKING LOT THAT
 IS BEING MODIFIED CAN BE BROUGHT INTO CONFORMITY WITH
 THE CODE REQUIREMENTS BY EXPANDING THE 3 ISLANDS IN THE
 EAST ROW OF PARKING AND 2 ISLANDS IN THE WEST ROW AND
 CHANGING THE PALM TO ANOTHER LIVE OAK.
  
 4. SATISFIED. CHANGE THE MULCH NOTE ON SHEET L-2.0 TO
 USE OF CYPRESS MULCH IS PROHIBITED.
  
 5. SATISFIED. THE SANITARY SEWER LINE IS PROPOSED WHERE
 IT RUNS THROUGH THE LANDSCAPE ISLAND WITH TREES. THIS
 SHOULD BE RELOCATED TO AVOID THE TREES.
  
 CONDITIONS OF APPROVAL
 1. PRIOR TO THE REMOVAL OR RELOCATION OF ANY TREES ON
 THE PROPERTY, A TREE ALTERATION PERMIT SHALL BE
 SUBMITTED, REVIEWED AND APPROVED BY THE DEVELOPMENT
 SERVICES DEPARTMENT, PLANNING DIVISION.
  
Review Stop L LANDSCAPING
Rev No 1 Status F Date 06-08-2022 Cont ID  
Sent By rcaranci Date 06-08-2022 Time 15:21 Rev Time 0.00
Received By rcaranci Date 06-08-2022 Time 15:21 Sent To  
Notes
2022-06-08 15:21:30FROM: RAY CARANCI, SENIOR LANDSCAPE PLANNER
 561-822-1462
 PROJECT: OKEE PLAZA Z22050024
 JUNE 7, 2022
 I HAVE REVIEWED THE ABOVE REFERENCED PETITION, AND
 PROVIDE THE FOLLOWING COMMENTS:
  
 1. SECTION 94-448 (D)(3) REQUIRES NATIVE TREES IN GOOD
 CONDITION TO BE PRESERVED ON SITE OR RELOCATED. ANSI A
 300 (PART 5) STANDARDS SPECIFY EXAMPLES OF SUITABILITY
 RATINGS OF GOOD, MODERATE, OR POOR FOR RELOCATION. THE
 TREE DISPOSITION TABLE INDICATES THE SABAL PALMS ARE IN
 FAIR CONDITION. IF THEY ARE NOT GOOD CANDIDATES TO
 SURVIVE RELOCATION , THEY DO NOT HAVE TO BE RELOCATED.
  
 2. ADD A COLUMN TO THE DISPOSITION CHART FOR MITIGATION
 DUE. SINCE ALL LIVE OAKS ARE LESS THAN 20 FEET CANOPY
 DIAMETER, THE MITIGATION IS 300 SQ. FT. FOR A CATEGORY
 ONE SPECIES. SABAL PALMS ARE CATEGORY 3, SO 100 SQ. FT.
 OF MITIGATION DUE. ILEX CASSINE IS CATEGORY 2 SO 100
 SQ. FT. OF MITIGATION DUE. ADD MITIGATION REQUIRED FOR
 A TOTAL DUE. PROVIDE THE MITIGATION CREDITS BASED ON
 NEW TREES AND PALMS ADDED FROM THE PLANT LIST.
  
 3. PER SECTION 94-443(C)(3)A. AND B., TERMINAL
 LANDSCAPE ISLANDS AND INTERIOR ISLANDS MUST HAVE AT
 LEAST 8 FEET WIDE LANDSCAPE AREA AND RUN THE FULL
 LENGTH OF THE ADJACENT PARKING SPACE. EACH AREA SHALL
 HAVE AT LEAST ONE SHADE OR FLOWERING TREE PER ROW OF
 PARKING AND AN INTERIOR ISLAND MUST BE PROVIDED SO
 THERE ARE NO MORE THAN 10 SPACES IN A ROW. THE INTENT
 OF THE CODE IS TO PROVIDE TREE CANOPY FOR PAVED AREAS
 TO REDUCE HEAT ISLAND EFFECTS. AS THERE IS EXCESS
 PARKING FOR THE SITE, THIS AREA OF THE PARKING LOT THAT
 IS BEING MODIFIED CAN BE BROUGHT INTO CONFORMITY WITH
 THE CODE REQUIREMENTS BY EXPANDING THE 3 ISLANDS IN THE
 EAST ROW OF PARKING AND 2 ISLANDS IN THE WEST ROW AND
 CHANGING THE PALM TO ANOTHER LIVE OAK.
  
 4. CHANGE THE MULCH NOTE ON SHEET L-2.0 TO USE OF
 CYPRESS MULCH IS PROHIBITED.
  
 5. THE SANITARY SEWER LINE IS PROPOSED WHERE IT RUNS
 THROUGH THE LANDSCAPE ISLAND WITH TREES. THIS SHOULD BE
 RELOCATED TO AVOID THE TREES.
  
 CONDITIONS OF APPROVAL
 1. PRIOR TO THE REMOVAL OR RELOCATION OF ANY TREES ON
 THE PROPERTY, A TREE ALTERATION PERMIT SHALL BE
 SUBMITTED, REVIEWED AND APPROVED BY THE DEVELOPMENT
 SERVICES DEPARTMENT, PLANNING DIVISION.
  
Review Stop PARK PARKING
Rev No 1 Status   Date   Cont ID  
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***NONE***
Review Stop POLICE POLICE
Rev No 1 Status   Date   Cont ID  
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***NONE***
Review Stop PU PUBLIC UTILITIES
Rev No 3 Status P Date   Cont ID  
Sent By   Date   Time   Rev Time 0.00
Received By mtechnow Date 09-06-2022 Time 14:31 Sent To  
Notes
***NONE***
Review Stop PU PUBLIC UTILITIES
Rev No 2 Status F Date 06-08-2022 Cont ID  
Sent By mtechnow Date 06-08-2022 Time 15:43 Rev Time 0.00
Received By mtechnow Date 06-08-2022 Time 15:42 Sent To  
Notes
2022-06-08 15:43:44-ADD NOTE THAT THIS IS WITHIN LS 70 BOUNDARY.
 -WHERE IS THE POINT OF SERVICE? CALL OUT THE TRANSITION
 FROM PUBLIC ROW TO PRIVATE AND LABEL THE MAINS
 ACCORDINGLY.
 - SUBMIT COMPLETED LOS ANALYSIS SUMMARY TABLE DIRECTLY
 TO ENGINEERING (SHEET 33 OF CITY OF WPB DEVELOPMENT
 APPLICATION). PROVIDE CALCULATIONS ON PLANS OF EXISTING
 AND PROPOSED DEMANDS FOR WATER & SEWER (AVERAGE,
 MAXIMUM AND PEAK) AND FIRE FLOW DEMANDS. CALCULATIONS
 SHALL BE PER FAC 64E-6 FOR SEWER AND PER FAC 64-E.008
 FOR WATER.
 -WHY IS THE CONNECTION OFF THE 8" STUB AND NOT THE 4"?
 THE 8" IS A DEDICATED FIRE LINE AND CANNOT SERVE THE
 PROPOSED PROPERTY.
 -THE 8" FIRE LINE IS NOT THE CITY?S RESPONSIBILITY, BUT
 YOU SHOULD VERIFY WITH THE FIRE DEPT. THAT RUNNING
 UNDER THE BUILDING IS ACCEPTABLE.
  
 MIKE TECHNOW - [email protected]
  
Review Stop PU PUBLIC UTILITIES
Rev No 1 Status F Date 06-07-2022 Cont ID  
Sent By mhurley Date 06-07-2022 Time 12:17 Rev Time 0.00
Received By mhurley Date 06-07-2022 Time 11:58 Sent To  
Notes
2022-06-07 12:17:31REVIEW COMMENTS AS FOLLOWS:
  
 -WHY DOES THE 4 INCH WATER MAIN PIPE ON SITE NEED TO BE
 ABANDONED, AND WHAT DOES IT CURRENTLY FEED?
  
 -PGD PLAN DOES NOT SHOW PAVEMENT RESTORATION FOR SEWER
 LATERAL.
  
 -SHOW SEWER PIPE CONTINUATION TO RIGHT OF WAY AND
 CONNECTION TO CITY SANITARY SEWER MAIN.
  
 -COULD NOT FIND PROJECT NARRATIVE IN SUBMITTAL PACKAGE.
  
 -WILL THERE BE FIRE SPRINKLERS IN PROPOSED BUILDING?
  
 -IS EXISTING SEWER INFRASTRUCTURE SUFFICIENT FOR THE
 ADDITIONAL WASTEWATER DEMAND?
  
 -IDENTIFY DASHED AND DOTTED LINE RUNNING EAST AND WEST
 THROUGH THE SOUTHERN FPL EASEMENTS. ADD CALLOUT WITH
 LABELING AND INCLUDE ON LEGEND.
  
 -RELOCATE PROPOSED METER BOX OUT OF SIDEWALK AND IN
 GRASS LANDSCAPING. IF NEW LOCATION IS ON PRIVATE
 PROPERTY MAY NEED UTILITY EASEMENT IF NONE CURRENTLY
 EXIST THERE.
  
 -UPON FURTHER REVIEW AT FORMAL ENGINEERING SUBMITTAL,
 PROPOSED WATER SERVICE DESIGN MAY NEED TO TAP OFF WATER
 MAIN IN OKEECHOBEE BLVD.
Review Stop PU-CS PUBLIC UTILITIES CUSTOMER SRVC
Rev No 2 Status P Date 08-23-2022 Cont ID  
Sent By mhurley Date 08-23-2022 Time 16:26 Rev Time 0.00
Received By mhurley Date   Time   Sent To  
Notes
***NONE***
Review Stop PU-CS PUBLIC UTILITIES CUSTOMER SRVC
Rev No 1 Status F Date 07-22-2022 Cont ID  
Sent By mhurley Date 07-22-2022 Time 11:41 Rev Time 0.00
Received By mhurley Date   Time   Sent To  
Notes
2022-07-22 11:41:05PLEASE PROVIDE WRITTEN RESPONSES TO THE FOLLOWING:
  
 FOLLOWUP COMMENTS:
  
 UPON FURTHER REVIEW AT FORMAL ENGINEERING SUBMITTAL,
 PROPOSED WATER SERVICE DESIGN MAY NEED TO TAP OFF
 WATER MAIN IN OKEECHOBEE BLVD.
 RESPONSE: BASED ON EMAIL CORRESPONDENCE, IF THE FIRE
 DEPARTMENT AND PROPERTY OWNER IS OKAY WITH THE
 CONNECTION TO THE PRIVATE 8? DIP FIRE LINE, THEN THE
 UTILITIES DEPARTMENT HAS NO OBJECTION. BASED ON THE
 AS-BUILT PROVIDED, THE 8? MAIN WAS CAPPED AT THE
 IN-LINE BUILDING AND CURRENTLY ONLY SERVICES THE
 FURNITURE STORE AND HYDRANTS.
 FOLLOWUP: UTILITIES DEPARTMENT CONCERN WAS BROUGHT UP
 POSSIBLY AFTER RESPONSE WAS DRAFTED. THIS ISSUE WILL
 NEED TO BE FURTHER EVALUATED AT FORMAL ENGINEERING
 SUBMITTAL IN LIGHT OF ADDITIONAL PROPOSED WATER
 SERVICE. NEW TAPS IN OKEECHOBEE MAY BE NEEDED UPON
 EVALUATION OF CITY OR EOR.
  
 NEW REVIEW COMMENTS:
  
 -L2.0 HAD NOTE ABOUT PAINTING BACKFLOW PREVENTERS.
 CONTAINMENT BACKFLOW ASSEMBLIES CANNOT HAVE SERIAL
 NUMBER NAMEPLATE PAINTED TO WHERE IT BECOMES
 UNREADABLE.
  
  
Review Stop PW PUBLIC WORKS
Rev No 1 Status P Date 06-06-2022 Cont ID  
Sent By   Date 06-06-2022 Time   Rev Time  
Received By   Date 06-06-2022 Time   Sent To  
Notes
2022-06-06 13:49:05NO COMMENTS FROM PUBLIC WORKS.
  
 MATT HEJAZI
 DEPT. OF PUBLIC WORKS
 [email protected]
 561-822-2045
Review Stop STORM STORMWATER
Rev No 3 Status P Date 08-12-2022 Cont ID  
Sent By tward Date 08-12-2022 Time 17:07 Rev Time 0.00
Received By tward Date 08-12-2022 Time 17:08 Sent To  
Notes
***NONE***
Review Stop STORM STORMWATER
Rev No 2 Status P Date 07-06-2022 Cont ID  
Sent By tward Date 07-06-2022 Time 12:00 Rev Time 0.00
Received By tward Date 07-06-2022 Time 12:00 Sent To  
Notes
***NONE***
Review Stop STORM STORMWATER
Rev No 1 Status   Date   Cont ID  
Sent By   Date   Time   Rev Time  
Received By   Date   Time   Sent To  
Notes
***NONE***
Review Stop SURVEY SURVEYING
Rev No 1 Status   Date   Cont ID  
Sent By   Date   Time   Rev Time  
Received By   Date   Time   Sent To  
Notes
***NONE***
Review Stop TRAFFIC TRAFFIC ENGINEERING
Rev No 3 Status P Date 08-22-2022 Cont ID  
Sent By   Date 08-22-2022 Time   Rev Time 0.00
Received By   Date 08-22-2022 Time   Sent To  
Notes
2022-08-22 20:09:05NO FURTHER COMMENTS.
  
 DSI
 1) DISREGARD/SATISFIED. PROVIDE A COPY OF THE ORIGINAL
 DSI
 2) SATISFIED. PROVIDE A COPY OF THE AMENDMENT
  
 TRAFFIC COMMENTS
 1) SATISFIED. PROVIDE A TRAFFIC STUDY INCLUSIVE OF A
 DETAILED QUEUE ANALYSIS
 2) SATISFIED. PROVIDE COUNTY TPS LETTER
 3) SATISFIED. PROVIDE FDOT DRIVEWAY PRE-APPROVAL LETTER
  
 SITE COMMENTS
 4) SATISFIED. PROVIDE PARKING TABLE SHOWCASING THE
 NUMBER OF REQUIRED AND PROVIDED PARKING SPACES,
 INCLUSIVE OF ADA AND BICYCLE ONES
 5) SATISFIED. HOW ARE DELIVERIES HANDLED? IS THERE A
 DESIGNATED LOADING ZONE?
 6) SATISFIED. ARE WALK-IN PICK-UPS ALLOWED?
 7) SATISFIED. EXPLAIN DRIVE-THRU OPERATIONS FROM
 ORDERING TO PICK-UP
 8) SATISFIED. MAKE THE NORTH-EASTERN DRIVE AISLE BY THE
 DUMPSTER ONE-WAY SOUTHBOUND. INSTALL SIGNAGE AND
 PAVEMENT MARKINGS ACCORDINGLY
 9) SATISFIED. INSTALL A BUFFER ALONG THE NORTHERN
 CIRCULAR PORTION OF THE EXTERNAL QUEUE LANE
 10) SATISFIED. PROVIDE AUTOTURN ANALYSIS SHOWCASING AN
 SUV SIZED VEHICLE FOR EACH OF THE DRIVE-THROUGH LANES
  
 VALERIO ORICCHIO
 CITY TRANSPORTATION ENGINEER
 561-494-1092
 [email protected]
  
Review Stop TRAFFIC TRAFFIC ENGINEERING
Rev No 2 Status F Date 07-26-2022 Cont ID  
Sent By   Date 07-26-2022 Time   Rev Time 0.00
Received By   Date   Time   Sent To  
Notes
2022-07-26 12:29:08TRAFFIC COMMENTS
 1) SATISFIED. PROVIDE A TRAFFIC STUDY INCLUSIVE OF A
 DETAILED QUEUE ANALYSIS
 2) SATISFIED. PROVIDE COUNTY TPS LETTER
 3) PROVIDE FDOT DRIVEWAY PRE-APPROVAL LETTER
  
 SITE COMMENTS
 4) SATISFIED. PROVIDE PARKING TABLE SHOWCASING THE
 NUMBER OF REQUIRED AND PROVIDED PARKING SPACES,
 INCLUSIVE OF ADA AND BICYCLE ONES
 5) SATISFIED. HOW ARE DELIVERIES HANDLED? IS THERE A
 DESIGNATED LOADING ZONE?
 6) SATISFIED. ARE WALK-IN PICK-UPS ALLOWED?
 7) SATISFIED. EXPLAIN DRIVE-THRU OPERATIONS FROM
 ORDERING TO PICK-UP
 8) SATISFIED. MAKE THE NORTH-EASTERN DRIVE AISLE BY THE
 DUMPSTER ONE-WAY SOUTHBOUND. INSTALL SIGNAGE AND
 PAVEMENT MARKINGS ACCORDINGLY
 9) SATISFIED. INSTALL A BUFFER ALONG THE NORTHERN
 CIRCULAR PORTION OF THE EXTERNAL QUEUE LANE
 10) PROVIDE AUTOTURN ANALYSIS SHOWCASING AN SUV SIZED
 VEHICLE FOR EACH OF THE DRIVE-THROUGH LANES
  
 VALERIO ORICCHIO
 CITY TRANSPORTATION ENGINEER
 561-494-1092
 [email protected]
  
  
Review Stop TRAFFIC TRAFFIC ENGINEERING
Rev No 1 Status F Date 06-08-2022 Cont ID  
Sent By   Date 06-08-2022 Time   Rev Time  
Received By   Date 06-08-2022 Time   Sent To  
Notes
2022-06-08 22:10:12TRAFFIC COMMENTS
 1) PROVIDE A TRAFFIC STUDY INCLUSIVE OF A DETAILED
 QUEUE ANALYSIS
 2) PROVIDE COUNTY TPS LETTER
  
 SITE COMMENTS
 3) PROVIDE PARKING TABLE SHOWCASING THE NUMBER OF
 REQUIRED AND PROVIDED PARKING SPACES, INCLUSIVE OF ADA
 AND BICYCLE ONES
 4) HOW ARE DELIVERIES HANDLED? IS THERE A DESIGNATED
 LOADING ZONE?
 5) ARE WALK-IN PICK-UPS ALLOWED?
 6) EXPLAIN DRIVE-THRU OPERATIONS FROM ORDERING TO
 PICK-UP
 7) MAKE THE NORTH-EASTERN DRIVE AISLE BY THE DUMPSTER
 ONE-WAY SOUTHBOUND. INSTALL SIGNAGE AND PAVEMENT
 MARKINGS ACCORDINGLY
 8) INSTALL A BUFFER ALONG THE NORTHERN CIRCULAR PORTION
 OF THE EXTERNAL QUEUE LANE
  
 VALERIO ORICCHIO
 CITY TRANSPORTATION ENGINEER
 561-494-1092
 [email protected]
  
Review Stop Z ZONING
Rev No 3 Status P Date 08-24-2022 Cont ID  
Sent By afowlkes Date 08-24-2022 Time 14:34 Rev Time 0.00
Received By afowlkes Date 08-24-2022 Time 14:34 Sent To  
Notes
***NONE***
Review Stop Z ZONING
Rev No 2 Status F Date 07-21-2022 Cont ID  
Sent By afowlkes Date 07-21-2022 Time 13:36 Rev Time 0.00
Received By afowlkes Date 07-21-2022 Time 13:36 Sent To  
Notes
2022-07-21 14:09:25CASE NO. PB 1020 H
 CASE NAME OKEE SQUARE COFFEE SHOP
 ADDRESS 2033 OKEECHOBEE BLVD
  
 - CONTACT ALEXANDER FOWLKES @ (561) 822-1446,
 [email protected]
  
 - PLEASE PROVIDE RESPONSES TO REVIEW COMMENTS IN
 WRITTEN FORMAT.
  
 - WHEN RESUBMITTING, PLEASE PROVIDE A MINIMUM OF THREE
 (3) PAPER COPIES AND AN ELECTRONIC COPY IN .PNG/.PDF
 FORMAT OF ALL PLANS. PLEASE NOTE THAT CHANGES ON THE
 RESUBMITTED PLANS OR THE SUBMITTAL OF INFORMATION/PLANS
 TO ADDRESS THE COMMENTS MAY RESULT IN ADDITIONAL
 COMMENTS.
  
 - THE NEW SITE PLANS SHOW THAT A MONUMENT SIGN IS BEING
 PROPOSED TO THE FRONT OF THE LOT THAT WAS NOT IN
 INCLUDED IN THE INITIAL SUBMITTAL. NEED TO PROVIDE THE
 TOTAL NUMBER AND SIZE OF ALL HIGH FREESTANDING SIGNS ON
 THE PROPERTY, AS WELL AS ANY INFORMATION NECESSARY TO
 MEET THE STANDARDS BELOW. PLEASE ADD THIS MONUMENT SIGN
 TO SHEET C-12 WITH THE OTHER SIGNAGE IF POSSIBLE.
  
 1. MAXIMUM SUM TOTAL AREA OF ALL HIGH FREESTANDING
 SIGNS ALONG FRONT STREET RIGHT-OF-WAY LINES WHICH ARE
 NOT OPPOSITE RESIDENTIAL USES: OE SQUARE FOOT FOR EACH
 ONE LINEAR FOOT OF FRONTAGE SIGNS.
 2. MINIMUM SETBACKS:
 A. FROM LOT LINE OF ANOTHER LOT: 24 FEET.
 B. FROM PUBLIC RIGHT-OF-WAY LINE: FIVE FEET, EXCEPT
 THAT IN THE TRIANGULAR AREA MADE BY THE INTERSECTION OF
 TWO PUBLIC RIGHT-OF-WAY LINES AND A LINE CONNECTING
 POINTS ON EACH LINE 20 FEET FROM THE POINT OF
 INTERSECTION, ONE FREESTANDING SIGN MAY BE ERECTED
 PROVIDED THE LOT ON WHICH IT IS ERECTED QUALIFIES FOR A
 HIGH FREESTANDING SIGN UNDER THE AREA AND NUMBER
 PROVISIONS OF THIS SUBSECTION (D)(3)F.2. SIGNS SO
 LOCATED SHALL CONFORM TO THE PROVISIONS OF SUBSECTION
 94-305(E).
 C. FROM OTHER HIGH FREESTANDING SIGNS ON SAME LOT: 75
 FEET MEASURED FROM THE GRADE LEVEL OF THE LAND WHERE
 THE SIGN IS POSITIONED.
 D. FROM UTILITY POLES WHICH SUPPORT ELECTRICAL
 TRANSMISSION LINES: EIGHT FEET.
 3. MAXIMUM HEIGHT: THIRTY FEET
 4. MAXIMUM NUMBER OF ALL HIGH FREESTANDING SIGNS ON
 EACH STREET FRONTAGE: NO SIGNS FOR THE FIRST 75 LINEAR
 FEET OF STREET FRONTAGE; ONE SIGN FOR EACH ADDITIONAL
 75 FEET OR FRACTION THEREOF OF STREET FRONTAGE.
 FRONTAGE ON EACH STREET SHALL BE CONSIDERED SEPARATELY
 IN DETERMINING IF THIS REQUIREMENT IS MET.
  
 -THE PROPOSED BIKE PARKING FACILITIES NEED TO BE
 SWAPPED FOR A DESIGN THAT WOULD ALLOW FOR THE BIKE TO
 BE SECURED IN TWO PLACES. THE WAVE DESIGN PROPOSED
 WOULD NOT SATISFY THIS REQUIREMENT. PLEASE REACH OUT TO
 STAFF FOR A LIST OF APPROVED BICYCLE PARKING DESIGNS
  
 - PLEASE NOTE THAT YOU WILL BE PERMITTED ONE (1)
 RESUBMITTAL AT NO ADDITIONAL COST. IF PREVIOUSLY ISSUED
 COMMENTS CONTINUE TO NOT BE SUFFICIENTLY ADDRESSED, THE
 APPLICANT WILL BE ASSESSED A RESUBMITTAL FEE. SUCH FEE
 WILL BE 20% OF THE ORIGINAL APPLICATION FEE ($1000).
  
Review Stop Z ZONING
Rev No 1 Status F Date 06-03-2022 Cont ID  
Sent By afowlkes Date 06-03-2022 Time 16:17 Rev Time 0.00
Received By afowlkes Date 06-03-2022 Time 16:17 Sent To  
Notes
2022-06-03 16:17:14CASE NO. PB 1020 H
 CASE NAME OKEE SQUARE COFFEE SHOP
 ADDRESS 2033 OKEECHOBEE BLVD
  
 - CONTACT ALEXANDER FOWLKES @ (561) 822-1446,
 [email protected]
  
 -BASED ON THE SUBMITTED TRAFFIC LETTER AND CITY CODE
 CHAPTER 94 SEC. (F)(3)(A)(6), THIS REQUEST CONSTITUTES
 A MAJOR DSI AMENDMENT
  
 - PLEASE PROVIDE RESPONSES TO REVIEW COMMENTS IN
 WRITTEN FORMAT.
  
 OUTDOOR STORAGE - THE SITE PLAN SHOWS A 156 SQ FT WALK
 IN FREEZER. PER CITY CODE, OUTDOOR STORAGE OF GOODS,
 MERCHANDISE AND MATERIALS SHALL NOT BE PERMITTED UNLESS
 ENCLOSED ON ALL SIDES BY A WALL OF ADEQUATE HEIGHT
 CONSTRUCTED OF BRICK, DECORATIVE CONCRETE, OTHER
 DECORATIVE MASONRY, OR COMPARABLY DURABLE WOOD OR
 STEEL.
  
 SMALL CAR SPACES ? THE SITE PLAN SHOWS THAT THE PARKING
 SPACES TO THE SOUTH OF THE PLAZA WILL BE DESIGNATED AS
 SMALL CAR SPACES, PLEASE PROVIDE THE TOTAL NUMBER SMALL
 CAR SPACES ON THE LOT AND ENSURE THEY MEET THE
 REQUIREMENTS BELOW.
 PER CITY CODE IF THE TOTAL PARKING REQUIREMENT IS MORE
 THAN 100 SPACES, 30 PERCENT OF THE SPACES MAY BE
 DESIGNATED FOR SMALL CAR USE.
 PER CITY CODE, ALL SMALL CAR PARKING SPACES SHALL BE
 MARKED WITH INDIVIDUAL SIGNS STATING "SMALL CARS ONLY."
 SMALL CAR PARKING SPACES SHALL HAVE DOUBLE STRIPING ON
 EACH SIDE OF THE SPACE.
 PER CITY CODE, SMALL CAR SPACES, TO THE EXTENT
 FEASIBLE, SHALL BE CONCENTRATED AT VARIOUS LOCATIONS
 WITHIN A PARKING STRUCTURE OR LOT. SMALL AND STANDARD
 CAR SPACES SHALL BE DISTRIBUTED EQUALLY THROUGHOUT A
 PARKING STRUCTURE OR LOT, AND THE CITY ENGINEER SHALL
 REVIEW THE DESIGN OF ALL PROPOSED PARKING FACILITIES TO
 ENSURE THAT THE INTENT OF THIS SECTION IS SATISFIED.
  
 DISABLED SPACES ? THE SITE PLAN SHOWS THAT ONE DISABLED
 SPACE IS PROVIDED FOR THE NEW PROJECT, HOWEVER THE
 SPACE PROVIDED IS NOT LONG ENOUGH. PER CITY CODE,
 DIAGONAL OR PERPENDICULAR HANDICAP PARKING SPACES SHALL
 BE A MINIMUM OF 12 FEET WIDE AND 18 FEET LONG.
  
 DRIVE THROUGH LANE SIGNAGE ? STAFF IS CONCERNED THAT
 THERE MAY BE SIGNIFICANT CONFUSION REGARDING THE
 ENTRANCE TO THE DRIVE THROUGH LANES. PLEASE ELABORATE
 HOW YOU INTEND TO GUIDE TRAFFIC INTO THE DRIVE THROUGH
 LANES.
  
 - WHEN RESUBMITTING, PLEASE PROVIDE A MINIMUM OF THREE
 (3) PAPER COPIES AND AN ELECTRONIC COPY IN .PNG/.PDF
 FORMAT OF ALL PLANS. PLEASE NOTE THAT CHANGES ON THE
 RESUBMITTED PLANS OR THE SUBMITTAL OF INFORMATION/PLANS
 TO ADDRESS THE COMMENTS MAY RESULT IN ADDITIONAL
 COMMENTS.
  
 - PLEASE NOTE THAT IF THE PLANNING DIVISION HAS NOT
 RECEIVED A RESPONSE TO THE PPRC COMMENTS/REVIEW
 COMMENTS WITHIN 60 DAYS FROM THE DATE OF THE PPRC
 MEETING/COMMENT ISSUANCE (BY 08/08/22), THE PLANNING
 DIVISION MAY NOTIFY THE APPLICANT THAT THE CASE IS
 CONSIDERED WITHDRAWN. ANY FURTHER ACTION SHALL REQUIRE
 A NEW DEVELOPMENT APPLICATION.
  
 - PLEASE NOTE THAT YOU WILL BE PERMITTED ONE (1)
 RESUBMITTAL AT NO ADDITIONAL COST. IF PREVIOUSLY ISSUED
 COMMENTS CONTINUE TO NOT BE SUFFICIENTLY ADDRESSED, THE
 APPLICANT WILL BE ASSESSED A RESUBMITTAL FEE. SUCH FEE
 WILL BE 20% OF THE ORIGINAL APPLICATION FEE
  
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