| Date |
Text |
| 2020-05-12 14:55:26 | **** 2020-05-14: REMOVED 2 COMMENTS |
| | |
| | TRAFFIC STATEMENT COMMENTS: |
| | 1. REVISE THE TRIP GENERATION ANALYSIS ACCORDING TO THE |
| | LATEST VERSION OF THE ITE TRIP GENERATION MANUAL (I.E. |
| | 10TH EDITION) AND USE THE CORRESPONDING LAND USE CODE |
| | (I.E. 812 - BUILDING MATERIAL & LUMBER STORE). |
| | 2. PER ITE GUIDELINES, RETAIL AND WAREHOUSE SQUARE |
| | FOOTAGE MUST BE SUMMED FOR TRIP GENERATION PURPOSES, AS |
| | THERE IS NO SEPARATION BETWEEN THE TWO BUILDINGS. |
| | 3. PROVIDE COUNTY TPS LETTER. |
| | |
| | |
| | SITE PLAN COMMENTS: |
| | 4. SHOW FULL RIGHT-OF-WAY WIDTH AND RIGHT-OF-WAY WIDTH |
| | FROM THE ROAD CENTERLINE TO THE PROPERTY LINE ON SITE |
| | PLAN |
| | 5. PROVIDE PHOTOMETRIC ANALYSIS |
| | 6. IN THE SITE PLAN, INSERT A TABLE SHOWCASING REQUIRED |
| | AND PROVIDED FOR THE FOLLOWING FEATURES: |
| | A. NUMBER OF PARKING SPACES |
| | B. LOADING ZONE AREA DIMENSION |
| | C. NUMBER OF BICYCLE PARKING |
| | 7. PROVIDE 2-FOOT OVERHANG ON VEHICULAR PARKING SPACES |
| | WHEN FEASIBLE |
| | 8. PROVIDE AUTOTURN ANALYSIS OF DELIVERY, GARBAGE, AND |
| | SERVICE VEHICLES, FOR THE FOLLOWING: |
| | A. DRIVEWAY ACCESS/EGRESS |
| | B. INTERNAL CIRCULATION |
| | C. MANEUVERS TO/FROM THE LOADING ZONE |
| | 9. DRIVEWAY WIDTH SHOULD BE MINIMIZED. OTHERWISE, |
| | DIAGONAL HATCHING SHOULD BE USED TO DELINEATE DRIVEWAY |
| | LANES FOR PASSENGER CARS |
| | 10. PROVIDE SIDEWALK DIMENSIONS (NOTE: MINIMUM 5 FEET) |
| | 11. ONE-WAY CIRCULATION WITHIN THE FACILITY IS |
| | STRONGLY RECOMMENDED |
| | A. IN CASE, CONSIDER CONVERTING THE 90-DEGREE PARKING |
| | SPOTS ON THE EAST SIDE OF THE PROPERTY TO ANGLED ONES |
| | B. OTHERWISE, SOLVE THE MULTIPLE VEHICULAR CONFLICT |
| | POINTS NEARBY THE DRIVEWAY AREA |
| | |
| | |
| | VALERIO ORICCHIO |
| | [email protected] |
| | 561-494-1092 |
| |
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