| Date |
Text |
| 2022-09-07 20:56:33 | |
| | 1) GIVEN THE CHANGE IN SQUARE FOOTAGE, CIRCULATION AND |
| | DRIVEWAY CONFIGURATION. PROVIDE AN UPDATED TRAFFIC |
| | ANALYSIS |
| | 2) PROVIDE A CLEAN 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 |
| | 3) 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 |
| | 4) PROVIDE A SIGNAGE AND PAVEMENT MARKING PLAN. |
| | INCLUSIVE OF ALL FEATURES WITHIN THE PROPOSED |
| | DEVELOPMENT AND ALONG ALL ROADS FRONTING THE SITE. THE |
| | SITE PLAN IS PART OF THE TRANSPORTATION REVIEW AND |
| | SHOULD BE NAMED ACCORDINGLY (E.G. T-1.1 OR T-2.0) |
| | 5) 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. |
| | SITE PLAN(S) CONTAINING THE ANALYSIS ARE PART OF THE |
| | TRANSPORTATION REVIEW AND SHOULD BE NAMED ACCORDINGLY |
| | (E.G. T1.2, T-3.0) |
| | 6) PROVIDE ENGINEERING REFERENCE AND SPECS SHEETS FOR |
| | EACH OF THE PROPOSED TRANSPORTATION FEATURES (E.G. |
| | CURB, RAMP, GATE, SIGNAGE, PAVEMENT MARKING, SIGNAL, |
| | ETC.) |
| | 7) IDENTIFY AND DESIGNATE TWO 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 INSERT THIS FEATURE IN THE |
| | T-1.0 OR T1.1 SITE PLAN. IDEALLY, ONE STATION SHOULD BE |
| | LOCATED ON OLIVE, WHILE THE OTHER ON FLAGLER |
| | 8) PROVIDE A PARKING TABLE SHOWCASING THE NUMBER OF |
| | REQUIRED AND PROVIDED PARKING SPACES, INCLUSIVE OF ADA |
| | AND BICYCLE ONES |
| | 9) IN THE PAVEMENT, MARKING & SIGN PLAN, 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 |
| | 10) ARE THERE ANY GATES PROPOSED? IF SO, CLEARLY |
| | SHOWCASE THE REQUIRED 20 FEET SETBACK DISTANCE FROM THE |
| | BACK OF THE SIDEWALK |
| | 11) ARE THERE ANY BUS STOPS BEING IMPACTED? |
| | 12) UNLESS THE ANGLE PARKING STALLS OF THE EASTERN |
| | PARKING LOT BY THE INTRACOASTAL ARE REVERSED, IT IS |
| | RECOMMENDED TO CHANGE DIRECTIONALITY. ENTRY DRIVEWAY |
| | SHOULD BE ON THE NORTH, WHILE EXIT ONE TO THE SOUTH |
| | 13) SOME OF THE STALLS AND DRIVE AISLE OF THE EASTERN |
| | PARKING LOT BY THE INTRACOASTAL ARE NOT CODE COMPLIANT. |
| | PLEASE REVISE ACCORDINGLY |
| | 14) PICK-UP/DROP OFF AREA FOR THE ELEMENTARY SCHOOL |
| | SHOULD BE RELOCATED TO THE NORTHERN SIDE OF THE PARKING |
| | LOT, SO TO PROVIDE A LONGER STAKING DISTANCE. THERE IS |
| | A DISCREPANCY BETWEEN THE PSP-1 SITE PLAN AND THE ONE |
| | SHOWN IN THE OPERATIONAL ANALYSIS |
| | 15) PICK-UP/DROP OFF AREA FOR THE EARLY CHILDHOOD |
| | SCHOOL SHOULD BE RELOCATED FURTHER SOUTH BY THE MIDDLE |
| | SCHOOL DROP OFF, SO TO PROVIDE A LONGER STAKING |
| | DISTANCE |
| | 16) THE FOUR PARKING STALLS BY THE 1-STORY GYMNASIUM |
| | SHOULD BE EITHER REMOVED, AND REPLACED BY A SIDEWALK SO |
| | TO PROVIDE LONGER STAKING BY DESIGNATING THE AREA FOR |
| | EARLY CHILDHOOD SCHOOL PICK-UP/DROP-OFF, OR CONVERTED |
| | TO ADA, AS THEY ARE THE CLOSEST AND SAFEST ONES TO THE |
| | ENTRANCE |
| | 17) INSTALL HIGH VISIBILITY CROSSWALKS ACROSS 7TH AND |
| | 8TH ST AT THE INTERSECTION OF FLAGLER DR |
| | 18) INSTALL A MINIMUM OF 8 FEET SIDEWALK ALONG THE |
| | NORTHERN SIDE OF 7TH ST |
| | |
| | VALERIO ORICCHIO |
| | CITY TRANSPORTATION ENGINEER |
| | 561-494-1092 |
| | [email protected] |
| | |
| | |
| | |
| | |
| |
Print |
