Plan Review Notes
Plan Review Notes For Project Z21040002
Project Number Z21040002
Review Stop TRAFFIC
Sequence Number 5
Notes
Date Text
2022-06-27 16:23:511) NOT APPLICABLE. PROVIDE TRAFFIC STUDY. THIS ITEM IS
 NECESSARY TO OBTAIN THE TPS LETTER. PLEASE EXPAND THE
 STUDY BY PROVIDING AN INTERSECTION ANALYSIS OF THE
 SOUTHERN/PARKER AND SOUTHERN/LAKE INTERSECTIONS,
 PROVIDE FUTURE CONDITION SCENARIO ASSUMING ROAD
 CONFIGURATION ACCORDING TO FDOT I-95/SOUTHERN BLVD
 INTERCHANGE AND FDOT SOUTHERN BLVD INTERCOASTAL BRIDGE
 PROJECTS, AS THEY MAY IMPACT VEHICULAR MOVEMENTS AT THE
 PROPOSED DEVELOPMENT DRIVEWAYS; ALSO INCLUDE REFERENCES
 TO THE CITY OF WEST PALM BEACH BICYCLE MASTERPLAN.
 PROVIDE AN ANALYSIS OF THE SOUTHERN BLVD DRIVEWAY,
 INCLUSIVE OF A DIAGRAM SHOWCASING EXISTING/FUTURE
 DAILY/PEAK HOUR TURNING VOLUMES. INDEPENDENTLY FROM
 PALM BEACH COUNTY REQUIREMENTS, THE CITY CAN REQUEST
 FURTHER ANALYSIS TO PROPERLY VALIDATE TRAFFIC
 OPERATIONS AND INTERSECTIONS LEVEL OF SERVICE.
 2) SATISFIED. PROVIDE COUNTY TPS LETTER. INDEPENDENTLY
 FROM THE PROPOSED DEVELOPMENT INCREASE/DECREASE OF
 SQUARE FOOTAGE. A TRAFFIC ANALYSIS NEEDS TO BE
 SUBMITTED TO THE COUNTY IN ORDER TO UPDATE THE TRAFFIC
 GENERATORS' DATABASE AND IDENTIFY POTENTIAL IMPACT TO
 THE ROAD SYSTEM.
 3) SATISFIED. EXPLAIN THE CHANGE IN DRIVEWAY
 DIRECTIONALITY ON THE NORTHERN SIDE OF THE PARKING LOT.
 OTHERWISE REVERT TO ORIGINAL CONFIGURATION
 4) SATISFIED. ALIGN PARKING AISLES' CENTERLINES WITH
 THE NORTHERN DRIVEWAY LANE ONES
 5) SATISFIED. ON THE SITE PLAN, PLEASE SHOWCASE BASIC
 CURB DETAILS (I.E. DRIVEWAY AND PARKING STALLS) ON THE
 OPPOSITE SIDE OF THE ROADS SURROUNDING THE PROPOSED
 DEVELOPMENT
 6) SATISFIED. PROVIDE AUTOTURN ANALYSIS FOR GARBAGE
 TRUCK AND SERVICE VEHICLES DRIVING IN AND OUT OF THE
 PROPOSED DEVELOPMENT WITH VEHICLE DYNAMIC ENVELOPES
 CLEARLY DEFINED. ANALYSIS SHOULD BE PROVIDED IN A
 SEPARATE FILE/DRAWING
 7) SATISFIED. IDENTIFY AND DESIGNATE AN EASILY
 ACCESSIBLE MICRO-MOBILITY STATION AREA (MINIMUM 8 X 20
 FEET) AND PROVIDE BASIC ELECTRIFICATION READINESS
 (CIRCUIT BOX AND ELECTRIC CONDUIT)
 8) SATISFIED. PROVIDE PARKING TABLE SHOWCASING THE
 NUMBER OF REQUIRED AND PROVIDED PARKING SPACES,
 INCLUSIVE OF ADA AND BICYCLE ONES
 9) SATISFIED. CROSSWALK BY ADA STALLS IS MIS-ALIGNED
 WITH THE PARKING ISLE PATHWAY. SHEET C-302 DEPICTS A
 SLANTED CROSSWALK
 10) SATISFIED. PROVIDE OR INDICATE DOCUMENT SHEET
 DEPICTING ROAD, DRIVING ISLE, SIDEWALK AND DRIVEWAY
 DIMENSIONS. SHEET C-302 DOES NOT SHOW ROADWAYS NOR
 DRIVEWAYS DIMENSION
 11) SATISFIED. PROVIDE PARKING STALL DIMENSIONS FOR
 EACH MISSING ELEMENT DEPICTED IN CITY CODE CHAPTER 94
 ARTICLE XV FIGURE XV-2. SPECIFICALLY: (C) STALL DEPTH,
 (E) CURB LENGTH, (F) HALF-BAY, (G) FULL BAY. IF ALREADY
 PROVIDED, PLEASE INDICATE SHEET NUMBER.
 12) SATISFIED. VERIFY THAT SIDEWALK WIDTH ALONG
 NOTTINGHAM BLVD FULFILLS MINIMUM ADA STANDARDS
 REQUIREMENT OF 36 INCHES UN-OBSTRUCTED (I.E. NO LIGHT
 POLES WITHIN SUCH WIDTH
 13) SATISFIED. THE ADOPTED CITY BICYCLE MASTERPLAN
 REQUIRES PROTECTED SEPARATED BICYCLE LANES ALONG
 NOTTINGHAM BLVD. PLEASE REVISE PROPOSED ROADWAY DESIGN
 ALONG SITE FRONTAGE ACCORDINGLY
 14) SATISFIED. PER CITY CODE SEC 94-111(O)3: CURB CUTS,
 PARKING ENTRANCES, EXITS, AND DRIVEWAYS SHALL NOT BE
 WIDER THAN 25 FEET AS MEASURED PARALLEL TO THE STREET
 AT THE CURB. TWO-WAY DRIVEWAY GREATER THAN 25 FEET
 COULD BE PROVIDED ONLY WHEN ABSOLUTELY NECESSARY AND
 JUSTIFIED WITH AUTOTURN, IN WHICH CASE CHANNELIZING
 DIAGONAL HATCHING/CHEVRON MARKINGS SHOULD BE USED TO
 DELINEATE DRIVEWAY LANES FOR PASSENGER CARS.
 15) SATISFIED. AT THE DRIVEWAYS INTERFACE THE SIDEWALK
 OR WALKWAY SHALL BE CONTINUOUS AND REMAIN AT A CONSTANT
 LEVEL AT ALL INSTANCES
  
 VALERIO ORICCHIO
 CITY TRANSPORTATION ENGINEER
 561-494-1092
 [email protected]
  
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