Plan Review Details - Project Z19120013
Plan Review Stops For Project Z19120013
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status P Date 01-07-2020 Cont ID  
Sent By rbrown Date 01-07-2020 Time 18:45 Rev Time 0.00
Received By fmittner Date 01-07-2020 Time 18:45 Sent To  
Notes
2020-01-07 18:52:03DEVELOPMENT 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. PARTIAL DEMOLITION OF THE EXISTING BUILDING. AN
 ASBESTOS SURVEY SHALL BE PERFORMED AND AN ASBESTOS
 ABATEMENT REPORT SUBMITTED TO THE HEALTH DEPARTMENT
 PALM BEACH COUNTY OFFICE. CONTACT ALEX ORTEGA AT (561)
 837-5963, OR BY EMAIL: [email protected]
  
 3. NUMBER OF ACCESSIBLE PARKING SPACES. THE PARKING
 COMPUTATIONS TABLE ON SITE PLAN SHEET, SP-1, STATES
 THAT 2 ACCESSIBLE PARKING SPACES ARE PROVIDED BUT THE
 SITE PLAN ONLY SHOWS 1 ACCESSIBLE PARKING SPACE. PLEASE
 CORRECT THE PARKING COMPUTATIONS TABLE WHEN SUBMITTING
 FOR BUILDING PERMIT.
  
 4. BUILDING SIZE. WHEN SUBMITTED FOR BUILDING PERMIT,
 THE PLANS SHALL SHOW THAT THE TYPE OF CONSTRUCTION FOR
 THE BUILDINGS WILL BE IN ACCORDANCE WITH THE HEIGHT,
 AREA AND OCCUPANCY LIMITATIONS IN CHAPTER 5 OF THE
 FLORIDA BUILDING CODE.
  
 5. OIL AND GAS INTERCEPTOR. AN OIL AND GAS INTERCEPTOR
 WILL BE REQUIRED. PLEASE CONTACT CLIFFORD SANDERS,
 UTILITIES O&M SUPERINTENDENT, PUBLIC UTILITIES
 DEPARTMENT, AT (561) 835-7406, OR BY EMAIL:
 [email protected]
  
 6. 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, GREASE INTERCEPTORS,
 SITE LIGHTING, SITE LANDSCAPE, SITE IRRIGATION, ETC.
  
 7. 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 3 Status P Date 06-30-2020 Cont ID  
Sent By rrossano Date 06-30-2020 Time   Rev Time 0.00
Received By rrossano Date 06-30-2020 Time   Sent To  
Notes
2020-06-30 08:33:57PASSED WITH PROVISOS:
  
 1. FOR FORMAL ENGINEERING SUBMITTAL, PLEASE PROVIDE
 ENLARGED VIEW ON PLANS OF PROPOSED LOCATION OF WATER
 METER AND BACKFLOW PREVENTION.
 2. FOR FORMAL ENGINEERING SUBMITTAL, LABEL ALL CITY
 OWNED UTILITIES PIPE SIZES AND MATERIALS IN RIGHT OF
 WAY.
 3. FOR FORMAL ENGINEERING SUBMITTAL, PROVIDE ALL
 RELEVANT CURRENT CITY OF WPB STANDARD DETAILS; ADD
 PAVEMENT RESTORATION DETAIL GC-8 NOTE TO UTILITY
 SHEETS.
  
 FEEL FREE TO CONTACT US IF YOU HAVE ANY QUESTIONS OR
 CONCERNS, THANKS.
 RICK ROSSANO, PROJECT COORDINATOR, ENGINEERING SERVICES
 DEPARTMENT
 DIRECT: (561) 494-1098 [email protected]
  
Review Stop ENG - PPRC ENGINEERING - PPRC
Rev No 2 Status F Date 02-25-2020 Cont ID  
Sent By rrossano Date 02-25-2020 Time   Rev Time 0.00
Received By rrossano Date 02-25-2020 Time   Sent To  
Notes
2020-02-25 07:52:231. RESPONSE LETTER ADVISES CONFLICT BOX HAS BEEN ADDED
 TO PLANS. UNABLE TO LOCATE ON SUBMITTED UTILITY SHEET.
 IS THE BOX A NOTE OR STRUCTURE?
 2. ADD FIRE FLOWS IF DETERMINED NEEDED BY DISCUSSION
 WITH FIRE DEPT.
 3. PLEASE ADD PAVEMENT RESTORATION NOTE PER CITY OF WPB
 STANDARD DETAIL GC-8.
 4. SHOW VERTICAL DATUM AND DATUM CONVERSION INFORMATION
 (NAVD 88 AND NGVD 29).
 5. PROVIDE ONSITE CLEANOUTS NEAR PROPERTY LINE FOR
 PROPOSED SANITARY LATERALS.
 6. CHECK TO SEE IF FDEP FORMS FOR PROPOSED SANITARY
 SEWER ARE REQUIRED.
 7. FOR FORMAL ENGINEERING SUBMITTAL, PLANS SHALL SHOW
 PROPOSED LOCATIONS AND DIMENSIONS OF ALL WATER,
 STORMWATER, AND SANITARY AND SEWER LINES, INCLUDING
 STUBS TO EACH PROPERTY LINE FOR WATER AND SANITARY
 SEWERS, THE MAKE AND MODEL OF ALL VALVES, METERS, AND
 OTHERS 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. ALL
 AVAILABLE ELEVATION SHALL BE SHOWN ON THE PROFILE VIEW.
 DIRECTION OF FLOW SHALL BE SHOWN ON PLAN VIEW ON PLAN
 VIEW FOR ALL SANITARY AND STORM SEWERS. ADDITIONALLY,
 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.
 8. FOR FORMAL ENGINEERING SUBMITTAL, PROVIDE DEDICATED
 UTILITY EASEMENTS TO ALLOW ACCESS FOR CITY PERSONNEL TO
 PROPOSED UTILITY WATER METERS.
 9. FOR FORMAL ENGINEERING SUBMITTAL, PLEASE PROVIDE
 ENLARGED VIEW ON PLANS OF PROPOSED LOCATION OF WATER
 METER AND BACKFLOW PREVENTION.
 10. FOR FORMAL ENGINEERING SUBMITTAL, PLEASE CALLOUT
 DOMESTIC BACKFLOW PREVENTER AS RPPA AND FIRE BACKFLOW
 PREVENTER AS DCDA. SPECIFY LEAD FREE DESIGN ON ALL
 BACKFLOWS.
  
 THE FOLLOWING COMMENTS ARE FROM MARK HURLEY, FIELD
 CUSTOMER SERVICE SUPERVISOR, WPB PUBLIC UTILITIES,
 PLEASE CONTACT 561-494-2262 OR [email protected]:
  
 -THE BACKFLOW ASSEMBLY FOR DOMESTIC SERVICE ON SOUTHERN
 SIDE WOULD NEED BE ADJUSTED SLIGHTLY NORTH OUT OF THE
 10 FT. UE WHEN METER IS RELOCATED.
 - FOR THE WATER SERVICE AT NW AREA OF PLAN THAT IS
 BEING REMOVED AND CAPPED AT MAIN ADD NOTE SHOWING
 STREET BEING RESTORED TO CITY WPB STANDARDS AFTER
 EXCAVATION.
  
 FEEL FREE TO CONTACT US IF YOU HAVE ANY QUESTIONS OR
 CONCERNS, THANKS.
 RICK ROSSANO, PROJECT COORDINATOR, ENGINEERING SERVICES
 DEPARTMENT
 DIRECT: (561) 494-1098 [email protected]
  
  
Review Stop ENG - PPRC ENGINEERING - PPRC
Rev No 1 Status F Date 01-07-2020 Cont ID  
Sent By rrossano Date 01-07-2020 Time   Rev Time  
Received By rrossano Date 01-07-2020 Time   Sent To  
Notes
2020-01-07 07:25:32SHOW ALL UTILITY CONNECTIONS.
 LABEL METERS, SERVICES, MATERIALS, SIZE, ETC. PROVIDE
 WATER AND SEWER DEMANDS INCLUDING FIRE FLOWS.
 ADD NOTE: EXISTING SERVICES NOT PROPOSED FOR USE TO BE
 CUT AND CAPPED AT MAIN.
 SHOW ALL DRY UTILITIES IN ROW.
 REMOVE OR RELOCATE ONSITE DRAINAGE FROM EASEMENT.
 PROVIDE CCTV FOR SANITARY ALONG PROJECT FRONTAGES.
 FRANCHISE UTILITY IN CONFLICT WITH PROPOSED DRAINAGE.
 PROVIDE PROFILES OF ANY PROPOSED CROSSINGS/CONFLICTS.
  
 FOLLOWING COMMENTS PER MARK HURLEY, PUBLIC UTILITIES
 CUSTOMER SERVICE SUPERVISOR, [email protected],
 561-822-2262
  
 -PLAN SHOWS WATER LINE GOING TO CLOCK MONUMENT. IS THE
 WATER JUST GOING TO THE EXISTING HOSE BIBS OR DOES THE
 CLOCK MONUMENT USE WATER?
  
 -THE NE EXISTING WATER SERVICE IS CURRENTLY AN
 IRRIGATION METER. WILL IT CONTINUE TO BE IRRIGATION?
 PLAN SHOWS WATER LINE GOING TO BUILDING ? IS IT ALSO
 FEEDING SOMETHING IN THE BUILDING?
  
 -DOMESTIC/GENERAL/IRRIGATION WATER SERVICES MAY NOT
 FEED FIRE SPRINKLER SERVICES ? WOULD NEED DEDICATED
 DETECTOR FIRELINE.
  
 -THERE IS A LIGHT POLE IN SIDEWALK ADJACENT NE METER.
 IF LIGHT POLE IS TO REMAIN IN SIDEWALK, THEN SIDEWALK
 SHOULD BE SIZE TO ALLOW FOR PEDESTRIAN TRAFFIC. IF
 LIGHTPOLE IS RELOCATED OR ELIMINATED OUT OF SIDEWALK,
 THEN WOULD WANT METER BOX RELOCATED OUT OF SIDEWALK AND
 INTO GRASS U.E.
  
 -NEED LABELS SHOWING METER SIZE. BACKFLOW ASSEMBLIES
 NEED TO BE DRAWN AND LABELED (THERE ARE AT LEAST 3
 THERE CURRENTLY). NORTHERN WATER SERVICES ARE ALSO NOT
 DRAWN AND LABELED.
  
 -SOUTHERN WATER LINE SIZE AND MATERIAL IS NOT SHOWN ON
 LABEL.
  
 -6 FT. CONCRETE SIDEWALK LABEL LOOKS POINTED
 INCORRECTLY TO CURB.
  
 -RECOMMEND PARALLEL BACKFLOW ASSEMBLIES ON DOMESTIC
 WATER SERVICE TO MINIMIZE OUTAGES DUE TO MAINTENANCE.
  
 -METER BOX ON SOUTHERN SHOULD BE RELOCATED NORTH OUT OF
 SIDEWALK TRAFFIC INTO SMALL GRASS U.E.
  
 -FLOW TABLE ONLY LISTS WATER CLOSETS. DOES THAT TAKE
 INTO ACCOUNT THINGS LIKE HOSE BIBS, SINKS, AND SODA
 MACHINES?
  
 -IS THE EAST-WEST UTILITY EASEMENT RUNNING THROUGH
 PROPERTY GOING TO REMAIN? PLAN SHOWS THAT A SIDEWALK IS
 GOING TO BE BUILT OVER IT, BUT THAT WOULD CONFLICT WITH
 THE USE OF THE UTILITY EASEMENT.
  
 -PLAN SHOWS THAT THE NW METER BOX/SERVICE TO BE
 RELOCATED. PLAN SHOULD SHOW WHERE IT IS GOING OR
 INSTEAD SAY IT IS BEING CUT BACK TO THE WATER MAIN.
  
 -SOUTHERN AND NE BACKFLOW ASSEMBLIES ARE NOT LEAD-FREE
 COMPLIANT ? RECOMMEND REPLACEMENT OF BOTH.
  
 FEEL FREE TO CONTACT US IF YOU HAVE ANY QUESTIONS OR
 CONCERNS, THANKS.
  
 RICK ROSSANO, PROJECT COORDINATOR, ENGINEERING SERVICES
 DEPARTMENT
 401 CLEMATIS STREET, 4TH FLOOR WPB, FL 33401 (MAILING
 ADDRESS: P.O. BOX 3366, ZIP 33402)
 MAIN PHONE: (561) 822-1200 DIRECT: (561) 494-1098
 FAX: (561) 494-1116 MOBILE: (561) 246-9525 EMAIL:
 [email protected] WWW.WPB.ORG/ENGINEERING
  
Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status P Date 01-03-2020 Cont ID  
Sent By pleduc Date 01-03-2020 Time   Rev Time 0.00
Received By pleduc Date 01-03-2020 Time 14:42 Sent To  
Notes
2020-01-03 14:51:53THE FOLLOWING COMMENTS WERE SUBMITTED BY PETER LEDUC,
 FIRE MARSHAL, BUREAU OF FIRE PREVENTION, WEST PALM
 BEACH FIRE RESCUE.
  
 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.
  
 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 SHALL COMPLY WITH
 THE 6TH 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,
 AND WHETHER IT IS MIXED OR SEPARATED OCCUPANCY.
  
 7. FOR PLAN REVIEW SUBMITTAL, PLEASE ENSURE THAT A FIRE
 LOAD CALCULATION IS INCLUDED AND THAT ADEQUATE WATER
 SUPPLY IS EXISTING OR WILL BE PROVIDED.
  
 8. FIRE HYDRANT COULD NOT BE IDENTIFIED ON THE
 SUBMITTAL.
  
 ALL EXISTING AND NEW FIRE HYDRANTS PLANNED FOR THIS
 DEVELOPMENT SHALL BE CLEARLY INDICATED AND IDENTIFIED
 ON THE PLAN AND CLOSELY COORDINATED WITH THE BUREAU OF
 FIRE PREVENTION.
  
 ALL NEW FIRE HYDRANTS AND FDC?S PLANNED FOR THIS
 DEVELOPMENT SHALL BE CLOSELY COORDINATED WITH THE
 BUREAU OF FIRE PREVENTION. PROPOSED FIRE HYDRANTS AND
 FDC?S SHOULD BE LOCATED ON THE SAME SIDE OF THE STREET
 OR ACCESS ROADWAY TO ALLOW FREE ACCESS FOR OTHER
 ARRIVING EMERGENCY VEHICLES.
  
 9.THERE IS AN INDICATION OF A BASEMENT, PER NFPA 1,
 13.3.2.2 BASEMENTS EXCEEDING 2500 SQ FT IN NEW
 BUILDINGS SHALL BE PROTECTED THROUGHOUT BY AN APPROVED
 AUTOMATIC FIRE SPRINKLER SYSTEM.
  
 9A) AS APPLICABLE TO THE ABOVE, THE LOCATION OF THE
 DDCC FIRE LINE LOCATION(S) ARE NOT INDICATED; HOWEVER,
 THEY SHALL MEET THE REQUIREMENTS OF NFPA 24 AND SHALL
 BE COORDINATED WITH THE OFFICE OF FIRE MARSHAL, THE
 CITY'S ENGINEERS OFFICE, THE LANDSCAPE PLANNER, AND THE
 CITY'S PLANNING AND ZONING OFFICE.
  
 AS APPLICABLE TO THE ABOVE, PROVIDE FOR A FIRE
 SPRINKLER AND/OR FIRE ALARM PER THE APPLICABLE
 OCCUPANCY CODE. FOR ANY LIFE SAFETY ENGINEERED SYSTEM,
 I.E FIRE SPRINKLER AND FIRE ALARM, ENSURE THEY COMPLY
 WITH THE REQUIREMENTS OF FS 61G AND SUBMITTED WITH THE
 MASTER PLAN.
  
 10. COMPLETE LIFE SAFETY PLANS FOR EACH OCCUPANCY SHALL
 BE PROVIDED THAT ILLUSTRATE OCCUPANT LOADS, TRAVEL
 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.
  
 11. IT IS HIGHLY RECOMMENDED (REQUIRED WITH FIRE
 SPRINKLER SYSTEM) THAT A KNOX BOX WITH KEYS FOR ENTRY
 DOOR LOCKS BE PROVIDED FOR 24 HOUR EMERGENCY ACCESS.
  
 12. THE BUREAU'S APPROVAL OF THIS SUBMITTED PROJECT
 DOES NOT CONSTITUTE ITS FINAL REVIEW OR APPROVAL.
  
 13. 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 3 Status P Date 06-29-2020 Cont ID  
Sent By rcaranci Date 06-29-2020 Time 16:23 Rev Time 0.00
Received By rcaranci Date 06-29-2020 Time 16:23 Sent To  
Notes
2020-06-29 16:23:32FROM: RAY CARANCI, SENIOR LANDSCAPE PLANNER
 561-822-1462
 PROJECT: 301 SOUTHERN 7 ELEVEN INFORMAL SITE PLAN
 REVIEW Z19120013
 JUNE 29, 2020
 I HAVE REVIEWED THE ABOVE REFERENCED PETITION, AND
 PROVIDE THE FOLLOWING COMMENTS:
  
 1. PROVIDE THE FOLLOWING CORRECTIONS TO THE TREE
 DISPOSITION PLAN SHEET PLP-3:
 ? SATISFIED. TREES #8 AND #9A ARE BLACK OLIVE TREES.
 ? SATISFIED. TREE #12 IS A GUMBO LIMBO.
 ? SATISFIED. #9B AND #11 ARE CATEGORY 3 AND SHOULD BE
 100 SQ FT CANOPY REPLACEMENT VALUE.
 ? SATISFIED. TOTAL MITIGATION DUE SHOULD BE 691 SQ FT
 ? SATISFIED. THE CAD LAYER SHOWING THE TREE LOCATIONS
 WAS NOT PRINTED WITH THE SUBMITTED COPY OF SHEET PLP-3.
  
 2. SATISFIED. ADD A NOTE THAT ALL INVASIVE EXOTIC
 PROHIBITED PLANTS WILL BE REMOVED PRIOR TO A
 CERTIFICATE OF OCCUPANCY IS ISSUED.
  
 3. SATISFIED. CORRECT THE REQUIRED SHADE TREES TO 16.
 ONE PER 1500 SQ FT OR PORTION THEREOF.
  
 4. SATISFIED. IF BLACK OLIVES ARE TO STAY IS THE
 MAHOGANY THE BEST CHOICE FOR THE ADDITIONAL 2 TREES?
  
 5. SATISFIED. CLARIFY IF OVERHEAD ELECTRIC LINES WILL
 BE UNDERGROUNDED TO AVOID CONFLICTS WITH TREES.
  
 6. SATISFIED. INDICATE IF THE CONCRETE PLANTER
 STRUCTURE ALONG OLIVE AVE WILL BE PRESERVED.
  
 7. SATISFIED. INDICATE THE LANDSCAPE BUFFER LOCATIONS
 ON THE SITE PLAN AND LANDSCAPE PLAN FOR ALL SIDES OF
 THE PROJECT.
  
 8. SATISFIED. SHOW ALL CALCULATIONS FOR THE REQUIRED
 TREES FOR BUFFER SEGMENTS ON THE LANDSCAPE DATA CHART
 INCLUDING LINEAR FOOTAGE OF ALL PROPERTY LINE SEGMENTS
 AND REMOVE NOTES FROM THE LANDSCAPE PLAN.
 CORRECT THE REQUIRED TREES TO 9 FOR THE NORTH BUFFER D.
  
 9. SATISFIED. PROVIDE AN EXHIBIT SHOWING THE PARKING
 AREA SURFACE CALCULATIONS, PARKING SPACE AREAS AND
 LANDSCAPE AREAS PROVIDED TO DEMONSTRATE COMPLIANCE WITH
 SECTIONS 94-443 (C)(3) AND (4).
  
 10. SATISFIED. PROVIDE LOCATIONS OF LIGHTING ON THE
 LANDSCAPE PLAN TO AVOID CONFLICTS WITH LANDSCAPING.
  
 11. SATISFIED. THE PLAN SHOWS TWO WATER METERS AND
 LINES TO THE BUILDING. SHOW SEWER LINE ON THE LANDSCAPE
 PLAN. ADJUST LOCATIONS OF TREES OR UTILITY LINES TO
 RESOLVE CONFLICTS WITH LANDSCAPING.
 12. SATISFIED. SHOW LOCATIONS OF ANY ROOT BARRIERS
 REQUIRED TO PROTECT UTILITY LINES.
 13. SATISFIED. PROVIDE LOCATIONS AND SCREENING FOR ALL
 ABOVE GROUND UTILITY VALVES, BACKFLOW PREVENTERS, A/C
 UNITS, AND FPL TRANSFORMERS.
  
 14. SATISFIED. SHOW COMPLIANCE WITH SECTION 94-445 L.
 PLANT SPECIES. A MINIMUM OF 60 PERCENT OF PLANT
 MATERIAL ADDED SHALL BE FLORIDA NATIVE OR DROUGHT
 TOLERANT SPECIES SELECTED FROM THE CITY LIST OR THE
 LIST OF SPECIES IN THE MOST RECENT EDITION OF SOUTH
 FLORIDA WATER MANAGEMENT DISTRICT WATERWISE SOUTH
 FLORIDA LANDSCAPES.
  
  
 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 2 Status F Date 03-02-2020 Cont ID  
Sent By rcaranci Date 03-02-2020 Time 14:15 Rev Time 0.00
Received By rcaranci Date 03-02-2020 Time 14:15 Sent To  
Notes
2020-03-02 14:16:19FROM: RAY CARANCI, LANDSCAPE PLANNER 561-822-1462
 PROJECT: 301 SOUTHERN 7 ELEVEN INFORMAL SITE PLAN
 REVIEW Z19120013
 MARCH 2, 2020
 I HAVE REVIEWED THE ABOVE REFERENCED PETITION, AND
 PROVIDE THE FOLLOWING COMMENTS:
  
 1. PROVIDE THE FOLLOWING CORRECTIONS TO THE TREE
 DISPOSITION PLAN SHEET PLP-3:
 ? SATISFIED. TREES #8 AND #9A ARE BLACK OLIVE TREES.
 ? SATISFIED. TREE #12 IS A GUMBO LIMBO.
 ? SATISFIED. #9B AND #11 ARE CATEGORY 3 AND SHOULD BE
 100 SQ FT CANOPY REPLACEMENT VALUE.
 ? SATISFIED. TOTAL MITIGATION DUE SHOULD BE 691 SQ FT
 ? THE CAD LAYER SHOWING THE TREE LOCATIONS WAS NOT
 PRINTED WITH THE SUBMITTED COPY OF SHEET PLP-3.
  
 2. SATISFIED. ADD A NOTE THAT ALL INVASIVE EXOTIC
 PROHIBITED PLANTS WILL BE REMOVED PRIOR TO A
 CERTIFICATE OF OCCUPANCY IS ISSUED.
  
 3. SATISFIED. CORRECT THE REQUIRED SHADE TREES TO 16.
 ONE PER 1500 SQ FT OR PORTION THEREOF.
  
 4. SATISFIED. IF BLACK OLIVES ARE TO STAY IS THE
 MAHOGANY THE BEST CHOICE FOR THE ADDITIONAL 2 TREES?
  
 5. SATISFIED. CLARIFY IF OVERHEAD ELECTRIC LINES WILL
 BE UNDERGROUNDED TO AVOID CONFLICTS WITH TREES.
  
 6. SATISFIED. INDICATE IF THE CONCRETE PLANTER
 STRUCTURE ALONG OLIVE AVE WILL BE PRESERVED.
  
 7. SATISFIED. INDICATE THE LANDSCAPE BUFFER LOCATIONS
 ON THE SITE PLAN AND LANDSCAPE PLAN FOR ALL SIDES OF
 THE PROJECT.
  
 8. PARTIALLY SATISFIED. SHOW ALL CALCULATIONS FOR THE
 REQUIRED TREES FOR BUFFER SEGMENTS ON THE LANDSCAPE
 DATA CHART INCLUDING LINEAR FOOTAGE OF ALL PROPERTY
 LINE SEGMENTS AND REMOVE NOTES FROM THE LANDSCAPE PLAN.
 CORRECT THE REQUIRED TREES TO 9 FOR THE NORTH BUFFER D.
  
 9. SATISFIED. PROVIDE AN EXHIBIT SHOWING THE PARKING
 AREA SURFACE CALCULATIONS, PARKING SPACE AREAS AND
 LANDSCAPE AREAS PROVIDED TO DEMONSTRATE COMPLIANCE WITH
 SECTIONS 94-443 (C)(3) AND (4).
  
 10. SATISFIED. PROVIDE LOCATIONS OF LIGHTING ON THE
 LANDSCAPE PLAN TO AVOID CONFLICTS WITH LANDSCAPING.
  
 11. SATISFIED. THE PLAN SHOWS TWO WATER METERS AND
 LINES TO THE BUILDING. SHOW SEWER LINE ON THE LANDSCAPE
 PLAN. ADJUST LOCATIONS OF TREES OR UTILITY LINES TO
 RESOLVE CONFLICTS WITH LANDSCAPING.
 12. SATISFIED. SHOW LOCATIONS OF ANY ROOT BARRIERS
 REQUIRED TO PROTECT UTILITY LINES.
 13. SATISFIED. PROVIDE LOCATIONS AND SCREENING FOR ALL
 ABOVE GROUND UTILITY VALVES, BACKFLOW PREVENTERS, A/C
 UNITS, AND FPL TRANSFORMERS.
  
 14. SATISFIED. SHOW COMPLIANCE WITH SECTION 94-445 L.
 PLANT SPECIES. A MINIMUM OF 60 PERCENT OF PLANT
 MATERIAL ADDED SHALL BE FLORIDA NATIVE OR DROUGHT
 TOLERANT SPECIES SELECTED FROM THE CITY LIST OR THE
 LIST OF SPECIES IN THE MOST RECENT EDITION OF SOUTH
 FLORIDA WATER MANAGEMENT DISTRICT WATERWISE SOUTH
 FLORIDA LANDSCAPES.
  
  
 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 01-07-2020 Cont ID  
Sent By rcaranci Date 01-07-2020 Time 16:33 Rev Time 0.00
Received By rcaranci Date 01-07-2020 Time 16:33 Sent To  
Notes
2020-01-07 16:34:14FROM: RAY CARANCI, LANDSCAPE PLANNER 561-822-1462
 PROJECT: 301 SOUTHERN 7 ELEVEN INFORMAL SITE PLAN
 REVIEW Z19120013
 JANUARY 7, 2020
 I HAVE REVIEWED THE ABOVE REFERENCED PETITION, AND
 PROVIDE THE FOLLOWING COMMENTS:
  
 1. PROVIDE THE FOLLOWING CORRECTIONS TO THE TREE
 DISPOSITION PLAN SHEET PLP-3:
 ? TREES #8 AND #9A ARE BLACK OLIVE TREES.
 ? TREE #12 IS A GUMBO LIMBO.
 ? #9B AND #11 ARE CATEGORY 3 AND SHOULD BE 100 SQ FT
 CANOPY REPLACEMENT VALUE.
 ? TOTAL MITIGATION DUE SHOULD BE 691 SQ FT
  
 2. ADD A NOTE THAT ALL INVASIVE EXOTIC PROHIBITED
 PLANTS WILL BE REMOVED PRIOR TO A CERTIFICATE OF
 OCCUPANCY IS ISSUED.
  
 3. CORRECT THE REQUIRED SHADE TREES TO 16. ONE PER 1500
 SQ FT OR PORTION THEREOF.
  
 4. IF BLACK OLIVES ARE TO STAY IS THE MAHOGANY THE BEST
 CHOICE FOR THE ADDITIONAL 2 TREES?
  
 5. CLARIFY IF OVERHEAD ELECTRIC LINES WILL BE
 UNDERGROUNDED TO AVOID CONFLICTS WITH TREES.
  
 6. INDICATE IF THE CONCRETE PLANTER STRUCTURE ALONG
 OLIVE AVE WILL BE PRESERVED.
  
 7. INDICATE THE LANDSCAPE BUFFER LOCATIONS ON THE SITE
 PLAN AND LANDSCAPE PLAN FOR ALL SIDES OF THE PROJECT.
  
 8. SHOW ALL CALCULATIONS FOR THE REQUIRED TREES FOR
 BUFFER SEGMENTS ON THE LANDSCAPE DATA CHART INCLUDING
 LINEAR FOOTAGE OF ALL PROPERTY LINE SEGMENTS AND REMOVE
 NOTES FROM THE LANDSCAPE PLAN.
  
 9. PROVIDE AN EXHIBIT SHOWING THE PARKING AREA SURFACE
 CALCULATIONS, PARKING SPACE AREAS AND LANDSCAPE AREAS
 PROVIDED TO DEMONSTRATE COMPLIANCE WITH SECTIONS 94-443
 (C)(3) AND (4).
  
 10. PROVIDE LOCATIONS OF LIGHTING ON THE LANDSCAPE PLAN
 TO AVOID CONFLICTS WITH LANDSCAPING.
  
 11. THE PLAN SHOWS TWO WATER METERS AND LINES TO THE
 BUILDING. SHOW SEWER LINE ON THE LANDSCAPE PLAN. ADJUST
 LOCATIONS OF TREES OR UTILITY LINES TO RESOLVE
 CONFLICTS WITH LANDSCAPING.
 12. SHOW LOCATIONS OF ANY ROOT BARRIERS REQUIRED TO
 PROTECT UTILITY LINES.
 13. PROVIDE LOCATIONS AND SCREENING FOR ALL ABOVE
 GROUND UTILITY VALVES, BACKFLOW PREVENTERS, A/C UNITS,
 AND FPL TRANSFORMERS.
  
 14. SHOW COMPLIANCE WITH SECTION 94-445 L. PLANT
 SPECIES. A MINIMUM OF 60 PERCENT OF PLANT MATERIAL
 ADDED SHALL BE FLORIDA NATIVE OR DROUGHT TOLERANT
 SPECIES SELECTED FROM THE CITY LIST OR THE LIST OF
 SPECIES IN THE MOST RECENT EDITION OF SOUTH FLORIDA
 WATER MANAGEMENT DISTRICT WATERWISE SOUTH FLORIDA
 LANDSCAPES.
  
  
 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  
Sent By   Date   Time   Rev Time  
Received By   Date   Time   Sent To  
Notes
***NONE***
Review Stop POLICE POLICE
Rev No 1 Status   Date   Cont ID  
Sent By   Date   Time   Rev Time  
Received By   Date   Time   Sent To  
Notes
***NONE***
Review Stop PW PUBLIC WORKS
Rev No 2 Status P Date 02-21-2020 Cont ID  
Sent By   Date 02-21-2020 Time   Rev Time 0.00
Received By   Date 02-21-2020 Time   Sent To  
Notes
2020-02-21 07:46:19NO FURTHER COMMENTS FROM DEPT. OF PUBLIC WORKS.
  
 MATT HEJAZI
 DEPT. OF PUBLIC WORKS
 [email protected]
 561-822-2045
Review Stop PW PUBLIC WORKS
Rev No 1 Status F Date 01-03-2020 Cont ID  
Sent By   Date 01-03-2020 Time   Rev Time  
Received By   Date 01-03-2018 Time   Sent To  
Notes
2020-01-03 15:19:411- FOR A FREESTANDING SITE DUMPSTER ENCLOSURE, THE
 ENCLOSURE SHALL COMPLY WITH THE LATEST REVISION OF CITY
 OF WEST PALM BEACH GENERAL CONSTRUCTION-GARBAGE
 ENCLOSURE STANDARD, CG-8.
 2- PLEAASE PROVIDE AUTO TURN FOR THE SANITATION
 SERVICE, FRONT LOADER TRUCK
 - TRUCK LENGTH: 35 FT
 - TRUCK WIDTH: 11 FT
 - TURNING RADIUS:
 - SAE TURNING RADIUS: 32.5 FT
 - CURB-TO-CURB DIAMETER: 74 FT
 - WALL-TO-WALL DIAMETER: 86.3 FT
  
  
 MATT HEJAZI
 DEPT. OF PUBLIC WORKS
 [email protected]
 561-822-2045
  
Review Stop STORM STORMWATER
Rev No 2 Status F Date 02-28-2020 Cont ID  
Sent By tward Date 02-28-2020 Time 15:29 Rev Time 0.00
Received By tward Date 02-28-2020 Time 15:47 Sent To  
Notes
2020-02-28 15:46:42THE FOLLOWING COMMENTS ARE FROM THE REVIEW OF THE
 FEBRUARY 11, 2020 REVIEW SUBMITTAL PACKAGE.
  
 1. NO GRADING INFORMATION WAS PROVIDED, JUST FLOW
 ARROWS.
  
 2. PROVIDE A CONDITION ASSESSMENT OF THE MANHOLE TO BE
 MODIFIED ON CONNISTON ROAD AND CONFIRM IT IS LARGE
 ENOUGH TO ACCEPT A PIPE CONNECTION FROM THE SOUTH WITH
 THE THREE OTHER EXISTING PIPE CONNECTIONS.
  
 3. CONSIDER CONNECTING THE ONSITE DRAIINAGE SYSTEM TO
 THE EXISTING CATCH BASIN ON S. OLIVE AVE INSTEAD OF TO
 THE MANHOLE ON CONNISTON ROAD. THE S.OLIVE AVE INLET IS
 DOWNSTREAM OF THE CONNISTON RD MANHOLE.
  
 4. SHOW MIILL AND RESURFACE LIMITS FOR TRENCH CUR ON
 CONNISTON ROAD.
  
 5. THE CITY'S VERTICAL DATUM IS NGVD1929. THE CITY HAS
 ALLOWED THE USE OF NAVD1988 PROVIDED THE CONVERSION
 BETWEEN NAVD1988 AND NGVD1929 IS LISTED ON THE PLAN.
 PROVIDE THE COVERSION EQUATION ON THE SURVEY.
  
 6. LIST VERTICAL DATUM ON THE ENGINEERING PLANS AND
 PROVIDE THE CONVERSION EQUATION TO NGVD1929.
  
 7. SHOW/DIMENSION THE PARKING STALL OVERHANG, IF
 APPLICABLE, ON THE CROSS SECTIONS ON THE ENGINEERING
 PLANS.
  
 TRACY WARD, PE
 SENIOR STORMWATER ENGINEER
 ENGINEERING SERVICES DEPARTMENT
 561-494-1120
 [email protected]
Review Stop STORM STORMWATER
Rev No 1 Status F Date 01-08-2020 Cont ID  
Sent By tward Date 01-08-2020 Time 11:25 Rev Time 0.00
Received By tward Date 01-08-2020 Time 11:27 Sent To  
Notes
2020-01-08 11:27:45THIS 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 ENGINEERING DEVELOPMENT
 APPROVAL APPLICATION FORMS CAN BE DOWNLOADED AT HTTPS:/
 /WPB.ORG/DEPARTMENTS/ENGINEERING-PUBLIC-WORKS/FORMS,-PE
 RMITS-APPLICATIONS
  
 THE FOLLOWING COMMENTS MUST BE ADDRESSED PRIOR TO SITE
 PLAN APPROVAL:
  
 1. THE PROPOSED OUTFALL STORM PIPE TO CONNISTON ROAD IS
 SHOWN GOING NEXT TO AN EXISTING MAHOGANY TREE. WHAT
 IMPACT WILL CONSTRUCTION OF THIS PIPE HAVE ON THE TREE
 AND CAN THE IMPACT BE MITIGATED?
  
 2. NO GRADING INFORMATION WAS PROVIDED.
  
 3. MINIMIZE THE AMOUNT OF IMPERVIOUS AREA RUNOFF THAT
 WILL SHEET FLOW TOWARD THE RIGHT OF WAY AND ACROSS THE
 SIDEWALK.
  
 4. PROVIDE CROSS SECTIONS FROM THE PROPERTY LINE TO THE
 BUILDING AND TO THE PARKING AREAS. PERIMETER BERMS
 SHOULD BE PROVIDED TO CONTAIN THE STORMWATER RUNOFF.
  
 5. PROVIDE A CONDITION ASSESSMENT OF THE CATCH BASIN TO
 BE MODIFIED ON CONNISTON ROAD.
  
 6. SOUTHERN BLVD. IS MAINTAINED BY FDOT. A PERMIT WILL
 BE NEEDED FROM FDOT FOR ANY WORK WITHIN THE SOUTHERN
 BLVD RIGHT OF WAY.
  
 7. STORMWATER MANAGEMENT SYSTEM TO BE DESIGNED TO MEET
 SFWMD CRITERIA FOR WATER QUALITY TREATMENT AND PEAK
 FLOW ATTENUATION.
  
 8. CONSIDER LOW IMPACT DEVELOPMENT (LID) BEST
 MANAGEMENT PRACTICES BESIDES EXFILTRATION TRENCHES FOR
 STORMWATER TREATMENT. CAN DEPRESSED STORMWATER
 DETENTION AREAS BE INCORPORATED IN THE LANDSCAPE GREEN
 SPACES AROUND THE BUILDING AND ALONG CONNISTON ROAD?
  
 THE FOLLOWING COMMENTS MUST BE ADDRESSED PRIOR TO
 ISSUANCE OF CONSTRUCTION AUTHORIZATION INCLUDING
 BUILDING PERMITS AND ENGINEERING DEVELOPMENT APPROVAL.
  
 1. AN ENGINEERING DEVELOPMENT APPROVAL APPLICATION MAY
 BE REQUIRED FROM THE ENGINEERING SERVICES DEPARTMENT.
 THE ENGINEERING DEVELOPMENT APPROVAL APPLICATION FORMS
 CAN BE DOWNLOADED AT: HTTP://WPB.ORG/DEPARTMENTS/ENGINE
 ERING-PUBLIC-WORKS/FORMS,-PERMITS-APPLICATIONS
  
 2. EROSION CONTROL PLAN AND DETAILS TO BE SUBMITTED
 WITH THE ENGINEERING PERMIT APPLICATION.
  
 3. PROVIDE A COPY OF THE SFWMD ERP PERMIT PRIOR TO
 STARTING CONSTRUCTION.
  
 TRACY WARD, PE
 SENIOR STORMWATER ENGINEER
 ENGINEERING SERVICES DEPARTMENT
 561-494-1120
 [email protected]
  
  
Review Stop SURVEY SURVEYING
Rev No 2 Status P Date 02-27-2020 Cont ID  
Sent By vnoel Date 02-27-2020 Time 13:27 Rev Time 0.00
Received By vnoel Date   Time   Sent To  
Notes
2020-02-27 13:27:41PASSED WITH CONDITION OF REPLAT AND ANY REQUIRED
 EASEMENTS PRIOR TO C.O.
Review Stop SURVEY SURVEYING
Rev No 1 Status F Date 01-06-2020 Cont ID  
Sent By vnoel Date 01-06-2020 Time 10:40 Rev Time  
Received By vnoel Date   Time   Sent To  
Notes
2020-01-06 10:40:451. REPLAT WILL BE REQUIRED.
 2. FDOT MAINTENANCE MAP IN RPB 8/198 NEEDS TO BE SHOWN
 ON SURVEY.
 3. CORRECT RPB 8/189 SHOWN ON ENG. PLAN.
 4. PROVIDE COPY OF ORB 247/17.
 5. ACCESS EASEMENT WILL BE NEEDED FOR SIDEWALK AT SE
 CORNER.
 6, PROPERTY CORNERS FALLING UNDER ASPHALT/CONCRETE DOES
 NOT PROHIBIT THE SETTING OF THE REQUIRED CORNER
 MONUMENTATION.
Review Stop TRAFFIC TRAFFIC ENGINEERING
Rev No 3 Status P Date 06-26-2020 Cont ID  
Sent By   Date 06-26-2020 Time   Rev Time 0.00
Received By   Date   Time   Sent To  
Notes
2020-06-26 11:57:54NO FURTHER COMMENTS.
  
 VALERIO ORICCHIO
 CITY TRANSPORTATION ENGINEER
 561-494-1092
 [email protected]
Review Stop TRAFFIC TRAFFIC ENGINEERING
Rev No 2 Status P Date   Cont ID  
Sent By   Date 02-18-2020 Time   Rev Time 0.00
Received By   Date   Time   Sent To  
Notes
2020-02-18 16:27:52PASSED WITH THE FOLLOWING CONDITIONS:
 1. PROVIDE BUFFERED AND PROTECTED BIKE LANES ON OLIVE
 AVENUE, AND WIDEN SIDEWALK TO 10 FEET ON SOUTHERN
 BOULEVARD ALONG SITE FRONTAGE.
 2. PROVIDE 40-FOOT CORNER CLIP RIGHT-OF-WAY DEDICATION
 OR EASEMENT PER COUNTY?S TPS LETTER REQUIREMENT, OR
 COORDINATE WITH COUNTY TO REDUCE THIS REQUIREMENT TO 25
 FEET CORNER CLIP.
  
  
 SHING TSOI
 CITY IN-HOUSE TRAFFIC CONSULTANT
 561-494-1141
 [email protected]
 (IN-HOUSE ON TUESDAYS AND WEDNESDAYS)
  
Review Stop TRAFFIC TRAFFIC ENGINEERING
Rev No 1 Status F Date   Cont ID  
Sent By   Date 01-08-2020 Time   Rev Time  
Received By   Date   Time   Sent To  
Notes
2020-01-08 16:31:02TRAFFIC STATEMENT COMMENTS:
 1. PROVIDE THE COUNTY TPS LETTER.
 2. PROVIDE INTERSECTION ANALYSIS AT SOUTHERN BOULEVARD
 WITH DIXIE, OLIVE AND WASHINGTON.
 SITE PLAN COMMENTS:
 3. VERIFY SUFFICIENT SIGHT-DISTANCE IS PROVIDED ON
 SOUTHERN BOULEVARD PER FDOT STANDARDS.
 4. PROVIDE CYCLE TRACK ALONG SITE FRONTAGE ON SOUTHERN
 BOULEVARD AND OLIVE AVENUE.
 5. PROVIDE ON-STREET PARKING ON CONNISTON ROAD WHICH
 COULD BE COUNTED TOWARDS THE PARKING REQUIREMENT AND
 OFF-STREET PARKING ON-SITE COULD BE REDUCED.
 6. PROVIDE PEDESTRIAN CONNECTIONS FROM CONNISTON ROAD.
 7. VERIFY THE DUMPSTER AND DELIVERY TRUCK CIRCULATION
 AND PROVIDE AUTOTURN PATHS.
 8. TRAFFIC DOES NOT SUPPORT VEHICULAR ACCESS ON
 CONNISTON ROAD AS THIS WILL INDUCE ADDITIONAL VEHICULAR
 TRAFFIC ON RESIDENTIAL STREETS AND ENCOURAGE
 CUT-THROUGH TRAFFIC.
 9. CLARIFY THE PURPOSE OF BENCHES ON CONNISTON ROAD.
 10. PROVIDE 25-FOOT CONCRETE-PAVED CORNER CLIP AT
 SOUTHERN/OLIVE FOR PEDESTRIAN AND PROVIDE SIDEWALK AND
 UTILITY EASEMENT.
 11. NARROW THE DRIVEWAY WIDTH AS THE WIDTH DOES NOT
 APPEAR TO BE NEEDED FOR FUEL DELIVERY.
  
  
 SHING TSOI
 CITY IN-HOUSE TRAFFIC CONSULTANT
 561-494-1141
 [email protected]
 (IN-HOUSE ON TUESDAYS AND WEDNESDAYS)
  
Review Stop Z ZONING
Rev No 3 Status P Date 07-01-2020 Cont ID  
Sent By fmittner Date 07-01-2020 Time 12:19 Rev Time 0.00
Received By fmittner Date 07-01-2020 Time 12:18 Sent To  
Notes
***NONE***
Review Stop Z ZONING
Rev No 2 Status P Date 02-24-2020 Cont ID  
Sent By fmittner Date 02-24-2020 Time 11:12 Rev Time 0.00
Received By fmittner Date 02-24-2020 Time 11:12 Sent To  
Notes
***NONE***
Review Stop Z ZONING
Rev No 1 Status F Date 01-07-2020 Cont ID  
Sent By fmittner Date 01-07-2020 Time 16:30 Rev Time 0.00
Received By fmittner Date 01-07-2020 Time 15:51 Sent To  
Notes
2020-01-07 16:30:53- UNITY OF TITLE FOR THREE PARCELS REQUIRED
 - ADDRESS INCONSISTENCY BETWEEN RENDERINGS AND
 ELEVATIONS
 - PLEASE PROVIDE A SIGNAGE PLAN (HIGH VS. MONUMENT) AND
 RELOCATED HISTORIC SIGN "B"
 - STAFF DOES NOT SUPPORT WAIVER FOR VEHICUALR ACCESS
 94-273(D), PLEASE REMOVE VEHICULAR ACCESS FROM
 CONNISTON
 - CONFIRM UTILITIES SHALL BE UNDERGROUNDED ON SITE
 - PROVIDE ADDITIONAL BIKE RACKS
 - RETAIN AND INCORPORATE KEYHOLE CONCRETE PLANTERS
 ALONG OLIVE AVE.
 - PLEASE PROVIDE INTERIOR FLOORPLAN AND CONFIRMATION
 WINDOWS SHALL NOT BE BLOCKED WITH MERCHANDISE FACING
 INWARD
 - PROJECT SUBJECT TO APPROVAL OF CLASS B SPECIAL USE
 AND COA (APPLICANT HAS APPLIED)
  
 QUESTIONS, PLEASE CONTACT: FRIEDERIKE MITTNER, CITY
 HISTORIC PRESERVATION PLANNER AT (561) 822-1457 OR
 [email protected]
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