| Date |
Text |
| 2015-02-03 17:29:15 | 1. REVISE BUILDING FFE'S ON SHEETS C1.01, C2.01 AND |
| | C2.02 TO BE IN REFERENCE TO NGVD. |
| | |
| | 2. ON THE POLLUTION PREVENTION PLAN AND DETAILS SHEETS, |
| | SHOW FLOATING TURBIDITY BARRIERS IN CANAL AND PROVIDE A |
| | DETAIL. |
| | |
| | 3. SITE PLAN COMMENTS: |
| | A. CONSIDER WIDENING THE SIDEWALK BETWEEN THE PARALLEL |
| | PARKING SPACES AND THE PARK PLACE DRIVEWAY TO CARRY THE |
| | BACK OF WALK OF THE DRIVEWAY SIDEWALK STRAIGHT THROUGH |
| | TO INTERSECT THE DEFLECTION OF THE SIDEWALK FROM BEHIND |
| | THE PARALLEL PARKING SPACES. |
| | |
| | B. CROSSWALK STRIPING AND STOP BAR ON PARK PLACE WILL |
| | NEED TO BE ADJUSTED BASED ON THE LOCATION OF THE NEW |
| | CURB RAMP. |
| | |
| | C. COORDINATE WITH THE ENGINEERING SERVICES DIVISION ON |
| | THE WIDTH AND LENGTH OF THE PAVEMENT RESTORATION ON |
| | PARK PLACE, EAST OF THE MEDIAN. THE TRENCH PAVEMENT |
| | DETAIL SPECIFIES MILLING AND RESURFACING LIMITS. |
| | |
| | D. CAN THE CURB ALONG THE BACK OF THE PARALLEL PARKING |
| | SPACES BE PARALLEL TO THE RIGHT-OF-WAY LINE? |
| | |
| | 4. PAVING, GRADING AND DRAINAGE PLAN COMMENTS: |
| | A. CONFIRM GRATE ELEVATIONS FOR ONSITE DRAINAGE |
| | STRUCTURES. PAVEMENT CROSS SLOPES APPEAR TO BE MORE |
| | THAN 4% IN SOME AREAS. PROVIDE A SECTION THROUGH THE |
| | PARKING AREA BEHIND THE BUILDING. |
| | |
| | B. BAFFLES MAY NOT BE NEEDED IN MH BASIN #6 UNLESS IT |
| | HAS A GRATE RATHER THAN A SOLID COVER. |
| | |
| | C. GRADE NORTH DRIVEWAY APRON ON PARKER AVENUE TO DRAIN |
| | AS MUCH OF THE PAVEMENT BACK TO CB #7. |
| | |
| | D. CONSIDER CONNECTING PARK PLACE DRAINAGE SYSTEM TO |
| | THE EXISTING CATCH BASIN ON PARKER AVENUE AND ELIMINATE |
| | THE PIPE BETWEEN STRUCTURES #2 AND #3. |
| | |
| | E. PROVIDE A CROSS SECTION OF PARK PLACE THROUGH THE |
| | PARALLEL PARKING SPACES. |
| | |
| | 5. CONCRETE DRIVEWAY APRON DETAIL SHOULD SHOW 6-FOOT |
| | FLARES ON EACH SIDE - 3 FEET "FLAT" AND 3 FEET OF |
| | FLARE. SEE CITY'S STANDARD DETAIL GC-6. |
| | |
| | 6. WHICH ASPHALT PAVEMENT SECTION WILL BE SPECIFIED? |
| | WILL THE ONSITE PAVEMENT SECTION BE BEEFED UP FOR THE |
| | WHEEL LOADS OF THE FIRETRUCKS? |
| | |
| | 7. THE SURVEY SHOWS THE EDGE OF WATER IN THE CANAL TO |
| | BE ELEVATION 9.0 FT NGVD. IT APPEARS THE LOWER PORTION |
| | OF ALL THREE SEGMENTS OF THE EXFILTRATION TRENCHES AND |
| | THE BOTTOM OF THE SLOTTED RCP PIPE IN THE SOUTH TRENCH |
| | WILL BE LOCATED WITHIN THE WATER TABLE. |
| | |
| | 8. STORM MANHOLE DETAIL AND TYPICAL CATCH BASIN DETAIL |
| | SHOULD INDICATE USF240 TYPE D OR G RING AND COVER |
| | (OAE), DEPENDING ON LOCATION OF MANHOLE. MANHOLES |
| | OUTSIDE THE RIGHT-OF-WAY WILL NOT HAVE "WEST PALM |
| | BEACH" EMBOSSED ON THE COVER. |
| | |
| | 9. CATCH BASINS GRATES SHOULD BE BICYCLE SAFE. |
| | |
| | 10. VERIFY THE CIVIL DETAILS SHOWN AS "CITY OF WEST |
| | PALM BEACH - ENGINEERING & PUBLIC WORKS" ARE FROM THE |
| | CITY. |
| | |
| | TRACY L. WARD, P.E. |
| | SENIOR STORMWATER ENGINEER |
| | PUBLIC WORKS DEPARTMENT |
| | 561-494-1120 |
| | [email protected] |
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