Plan Review Notes
Plan Review Notes For Project Z22100018
Project Number Z22100018
Review Stop TRAFFIC
Sequence Number 2
Notes
Date Text
2023-01-20 12:36:52TRAFFIC COMMENTS
 1) SATISFIED. SETUP A TRAFFIC ANALYSIS METHODOLOGY
 MEETING
 2) PARTIALLY SATISFIED. PROVIDE A FULL DETAILED TRAFFIC
 STUDY. PER OTHER COMMENTS, THE ANALYSIS MAY NEED
 REVISION OR INCLUSION OF FURTHER ITEMS
 3) SATISFIED. PROVIDE COUNTY TPS LETTER
 4) PARTIALLY SATISFIED. PROVIDE A PARKING MANAGEMENT
 PLAN. PLEASE PROVIDE DOCUMENTATION PERTAINING THE
 AGREEMENTS FOR THE CROSS-PARKING FACILITIES NOT OWNED
 BY PBAU AND OUTSIDE OF THE CSPD; SPECIFICALLY, A
 STATEMENT OR ACKNOWLEDGEMENT BY EACH FACILITY OWNER(S)
 THAT CONFIRMS AVAILABILITY OF EXTRA PARKING CAPACITY AT
 THEIR FACILITIES TO ACCOMMODATE PBAU DEMAND
 5) TO BE SATISFIED BEFORE BUILDING PERMIT APPLICATION.
 PROVIDE A CONSTRUCTION MANAGEMENT PLAN. PLEASE REFER TO
 CITY CODE 86-246 FOR DETAILS. THIS ITEM WILL BE
 INCLUDED IN THE CONDITIONAL APPROVAL
 6) PARTIALLY SATISFIED. DEPENDING ON THE OUTCOME OF THE
 TRAFFIC ANALYSIS, TRANSPORTATION DEMAND MANAGEMENT
 (TDM) MEASURES MAY BE ENCOURAGED. TO BE FURTHER
 DISCUSSED AND/OR CONDITIONALLY APPROVED, AND INCLUDED
 IN THE ANALYSIS
  
 SITE COMMENTS
 7) NOT SATISFIED. PROVIDE A TRANSPORTATION SPECIFIC
 SITE PLAN FOR THE GROUND FLOOR. SHOWCASING
 TRANSPORTATION RELATED FEATURES (E.G. ROADWAY WIDTHS,
 DRIVING AISLES, PARKING STALLS, SIDEWALK, CURB, GUTTER,
 DRIVEWAY, GATES, CROSSWALKS, VISIBILITY TRIANGLE,
 CORNER & DRIVEWAY SEPARATION DISTANCES, SLOPES, ETC.)
 PROPERLY LABELED AND DIMENSIONED. THE SITE PLAN SHOULD
 BE NAMED T-1.0. LATEST SUBMISSION PROVIDES VERY FEW OF
 THE REQUESTED ITEMS IN THIS COMMENT, ALL DIMENSIONS AND
 PROPOSED SITE FEATURES ARE MISSING
 8) SATISFIED. THE TRANSPORTATION SITE PLAN SHOULD
 INCLUDE DIXIE HIGHWAY AND ACACIA RD AS THE WESTERN AND
 SOUTHERN BOUNDARIES, RESPECTIVELY
 9) PARTIALLY SATISFIED. IN THE T-1.0 SITE PLAN, PLEASE
 SHOWCASE BASIC CURB DETAILS (E.G. DRIVEWAY, CURB CUTS,
 PAVEMENT MARKINGS, PARKING STALLS, ETC.) ON THE
 OPPOSITE SIDE OF THE ROADS SURROUNDING THE PROPOSED
 DEVELOPMENT. DETAILS MUST BE DRAWN, PLEASE COMPLETE THE
 T-1 SHEET ACCORDINGLY
 10) PARTIALLY SATISFIED. PROVIDE A SIGNAGE AND PAVEMENT
 MARKING PLAN. INCLUSIVE OF ALL FEATURES WITHIN THE
 PROPOSED DEVELOPMENT AND ALONG ALL ROADS FRONTING THE
 SITE. SUCH PLAN COULD BE INCORPORATED IN THE
 TRANSPORTATION SITE ONE. PLEASE PROVIDE THE SPECIFIC
 CIVIL SHEET NAME/NUMBER OR INCLUDE IN THE T-1.0 PLAN.
 11) SATISFIED. PROVIDE AUTOTURN ANALYSIS FOR GARBAGE
 TRUCK AND/OR SERVICE VEHICLES DRIVING IN AND OUT OF THE
 PROPOSED DEVELOPMENT WITH VEHICLE DYNAMIC ENVELOPES AND
 WHEEL PATHS CLEARLY DISTINCT AND DEFINED IN DIFFERENT
 COLORS
 12) SATISFIED. PROVIDE ENGINEERING REFERENCE AND SPECS
 SHEETS FOR EACH OF THE PROPOSED TRANSPORTATION FEATURES
 (E.G. CURB, RAMP, GATE, SIGNAGE, PAVEMENT MARKING,
 SIGNAL, ETC.)
 13) PARTIALLY SATISFIED. IDENTIFY AND DESIGNATE AN
 EASILY ACCESSIBLE MICRO-MOBILITY STATION AREA (MINIMUM
 8 X 20 FEET) AND PROVIDE BASIC ELECTRIFICATION
 READINESS WITH THE FOLLOWING SPECS: A CONDUIT (2-INCH
 SCHEDULE 40 PVC) TO THE POWER SOURCE WITH AN ELECTRICAL
 PULL BOX (240V / 10,000W CIRCUIT). PLEASE PROVIDE A SET
 OF OPTIONAL LOCATIONS, THE FINAL SELECTION COULD THEN
 BE PERFORMED AT A LATER STAGE AS A CONDITIONAL APPROVAL
 14) SATISFIED. PROVIDE A PARKING TABLE SHOWCASING THE
 NUMBER OF REQUIRED AND PROVIDED PARKING SPACES,
 INCLUSIVE OF ADA AND BICYCLE ONES
 15) PARTIALLY SATISFIED. PROVIDE A TABLE SHOWCASING THE
 NUMBER OF EXISTING AND PROPOSED ON-STREET PARKING
 STALLS. PROVIDE THE NUMBER OF METERED STALLS THAT ARE
 BEING REMOVED OR RELOCATED, IF ANY. PLEASE PROVIDE
 DOCUMENTATION SHOWCASING APPROVAL FROM PARKING
 DEPARTMENT FOR THE REMOVAL OF THE SEVEN (7) ON-STREET
 PARKING STALLS AND FEES PAID, IF ANY
 16) SATISFIED. ARE THERE ANY GATES PROPOSED? IF SO,
 CLEARLY SHOWCASE THE REQUIRED 20 FEET SETBACK DISTANCE
 FROM THE BACK OF THE SIDEWALK
 17) PARTIALLY SATISFIED. IS VALET SERVICE PROPOSED? IF
 SO, PROVIDE A THOROUGH VALET OPERATIONAL ANALYSIS.
 DETAILS OF THE ANALYSIS SHOULD BE DISCUSSED DURING THE
 METHODOLOGY MEETING. PLEASE PROVIDE FURTHER NARRATIVE,
 IDEALLY A PARAGRAPH WITHIN THE TRAFFIC STUDY, REGARDING
 HOW THE DROP-OFF AREA VEHICULAR OPERATIONS WILL BE
 REGULATED, OPERATED AND MONITORED. A VALET OPERATIONAL
 ANALYSIS MUST BE PROVIDED AT THIS STAGE, IF POTENTIALLY
 CONTEMPLATED IN THE FUTURE
 18) SATISFIED. ARE THERE ANY TRANSIT STOPS BEING
 IMPACTED?
 19) SATISFIED. IS THE PROPOSED DEVELOPMENT IMPACTING AN
 EXISTING BICYCLE FACILITY?
 20) SATISFIED. IS A GARAGE BEING PROPOSED?
 21) SATISFIED. HAS THE OWNER OF THE PARKING LOT EAST OF
 S OLIVE AGREED WITH THE CLOSURE OF THE EXISTING
 DRIVEWAY FRONTING GRUBER PL?
 22) SATISFIED. HOW ARE EXISTING OPERATIONS ON KINGS CT
 BEING IMPACTED? IS ACCESS BEING PARTIALLY OR COMPLETELY
 REMOVED?
 23) PARTIALLY SATISFIED. PEDESTRIAN FACILITIES SHOULD
 BE AT THE MINIMUM 8-FEET WIDE THROUGHOUT THE PROPOSED
 DEVELOPMENT. GIVEN THE HIGH PEDESTRIAN TRAFFIC OF THE
 AREA, IT IS RECOMMENDED A MINIMUM OF 10-FEET
 UNOBSTRUCTED WIDTH, ESPECIALLY ALONG S OLIVE AVE.
 PLEASE SHOWCASE ALL SIDEWALKS AND THEIR DIMENSIONS IN
 THE T1.0 PLAN OR PROVIDE DOCUMENT NAME AND SHEET NUMBER
 DEPICTING SUCH ITEMS
 24) SATISFIED. IF APPROVED, THE PROPOSED SOUTHERN
 DRIVEWAY SHOULD BE ALIGNED WITH CHADBOURNE CT
 25) SATISFIED. IF APPROVED, PROVIDE PEDESTRIAN
 CROSSWALKS NORTH AND SOUTH OF THE PROPOSED SOUTHERN
 DRIVEWAY
 26) SATISFIED. INSTALL PEDESTRIAN CROSSWALKS ON S OLIVE
 AVE AT THE ACACIA RD INTERSECTION. THIS REQUEST WOULD
 INCREASE STUDENT/PEDESTRIAN SAFETY NEARBY THE PROPOSED
 DEVELOPMENT; NONETHELESS, DUE TO PBAU REQUEST, IT WILL
 BE DELAYED TO FUTURE DEVELOPMENT IN THE AREA
 27) SATISFIED. INSTALL A PEDESTRIAN CROSSWALK EITHER
 NORTH OR SOUTH OF THE PROPOSED NORTHERN DRIVEWAY
 28) INSTALL PEDESTRIAN CROSSWALKS AND CORRESPONDING
 STOP-FOR-PEDESTRIANS SIGNAGE BY THE WALLINGFORD PLACE
 AND GRUBER PLACE STREET TRANSITION, JUST SOUTH AND WEST
 OF THE TURNING PORTION, RESPECTIVELY
  
 VALERIO ORICCHIO
 CITY TRANSPORTATION ENGINEER
 561-494-1092
 [email protected]
  
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