| Date |
Text |
| 2016-01-21 08:22:15 | COMMENTS: ALL COMMENTS BELOW HAVE BEEN ADDRESSED. |
| | |
| | #1 PROJECT REQUIRES ALL PAVEMENT MARKING IN ROW TO BE |
| | CALLED OUT AS THERMOPLASTIC. |
| | |
| | #2 CROSSING AT WEBSTER AND BUNKER INTERSECTION MUST |
| | HAVE THE 12 INCH WIDE DOUBLE LINES PEDESTRIAN CROSSING. |
| | |
| | #3 CALLOUT FDC (FIRE DEPARTMENT CONNECTION) ON PLAN. |
| | NOTE DCDA (FIRE BACKFLOW) SHALL BE LEAD FREE. THE RPPA |
| | (DOMESTIC WATER BACKFLOW SHALL ALSO BE CHECKED TO SEE |
| | IF IT COMPLIES WITH "LEAD FREE" COMPLIANCE. AS OF |
| | DECEMBER 20, 2015 THE CITY OF WEST PALM BEACH |
| | CROSS-CONNECTION CONTROL MANUAL HAS BEEN REVISED, |
| | MAKING KNOWN THAT "ALL BACKFLOW DEVICES MUST BE LEAD |
| | FREE." FOR MORE INFORMATION REFER TO THE LINK BELOW: HT |
| | TP://WPB.ORG/WP-CONTENT/UPLOADS/2015/12/CROSS-CONNECTIO |
| | N-MANUAL.PDF |
| | |
| | #4 WEBSTER AVENUE SHALL BECOME A STANDARD 24 FOOT WIDE |
| | ROAD WITH THE MINIMUM RADIUS OF 20 FEET. THIS WILL |
| | ALLOW ENOUGH ROOM FOR ADA RAMPS AT INTERSECTION |
| | CROSSING. |
| | IT SHALL HAVE 5 FOOT SIDEWALKS MINIMUM WITH A 6 INCH |
| | TYPE F-CURB REVEAL. |
| | |
| | #6 HATCH PATTERN AT DRIVEWAY APRON EXITING TO BUNKER |
| | ROAD IS MISSING. IT SHALL BE OF CONCRETE MATERIAL 4000 |
| | PSI MINIMUM 6 INCHES THICK. |
| | |
| | #7 4 INCH DIAMETER WATER MAIN STUB SHALL BE CUT IN BACK |
| | AT THE MAIN AND NOTED AS SUCH WITH CAP AND RESTRAINED. |
| | |
| | #8 INSTALL A CLEAN OUT FOR EXISTING SEWER LATERAL IN |
| | GRASS MEDIAN LOCATION, SHOW A CONCRETE COLLAR ON |
| | CLEAN-OUT. |
| | |
| | #9 AT THE PROPOSED 6 INCH DIAMETER PVC SEWER LATERAL |
| | CALL OUT AS PVC SDR 26 MATERIAL. |
| | |
| | #10 FIRELINE DEDICATED SHALL HAVE A FOUR-INCH RESIDENT |
| | WEDGE GATE VALVE JUST INSIDE THE PROPERTY IN A UTILITY |
| | EASEMENT. |
| | |
| | #11 FIRELINE INSTALL WILL CONFLICT WITH EXISTING TREE. |
| | MAKE A NOTATION IF TREE REMAINS OR IF IT WILL BE |
| | REMOVED. |
| | |
| | #12 AT SE CORNER THERE ARE TWO POLES IN THE SIDEWALK, |
| | ONLY ONE IS SHOWN IN YOUR PLAN. COULD YOU SHOW BOTH SO |
| | THAT THE PLAN CAN BETTER DETERMINE THE ADA ROOM |
| | REQUIRED FOR THE PEDESTRIAN RAMPS. |
| | |
| | #13 WHERE A SECTION DETAIL IS SHOWN, PLEASE NOTE WHAT |
| | SHEET NUMBER OF PLAN VIEW IT WAS TAKEN FROM. |
| | |
| | #14 SECTION GG REFERENCES SHEET C5 HOWEVER IT IS SHOWN |
| | ON SHEET C6, PLEASE CHECK OTHERS. |
| | |
| | #15 THE HANDICAP DETAIL SHOWING ON C3 IS NOT A CITY |
| | STANDARD DETAIL. DIMENSIONS ARE DIFFERENT OF THOSE IN |
| | OUR CITY STANDARD, EXAMPLE THE WHEEL STOPS SHOW A 2.5 |
| | FOOT DIMENSION AT CAR STOP, THAT SHOULD BE 2 FEET. |
| | CHECK FOR OTHER INCONSISTENCIES. |
| | |
| | #16 SECTION HH ON SHEET C1 SHOWS A TYPE OF CURB; |
| | HOWEVER, THE SECTIONAL DETAIL SHOWS A TYPE D CURB. |
| | |
| | #17 LARGE SECTION CALL OUT ON C3 IS REFERENCING SHEET |
| | C2. |
| | |
| | #18 NO PARKING LIGHT POLES ARE SHOWING ON PLAN VIEW, |
| | PLEASE SHOW TO AVOID POTENTIAL CONFLICTS WITH OTHER |
| | ELEMENTS. |
| | |
| | #19 ON SHEET C5 AT NEW 20 FOOT RADIUS CURBS IT IS |
| | SUGGESTED TO SHOW A DRAINAGE FLUME OPENING TO AVOID |
| | PONDING AT INTERSECTION. GRASSED MEDIANS NEAR THESE |
| | FLUMES SHALL BE GRADED TO RECEIVE FLOW. |
| | |
| | #20 PLEASE DIMENSION DUMPSTER AREA ON SHEET C2. SHOW |
| | CITY STANDARD DUMPSTER DETAIL FOR MINIMUM DIMENSIONS. |
| | OPENING WIDTH MUST BE 12FEET 6INCHES. |
| | |
| | #21 PROPOSED PAVER ALLEY SHOWS PAVERS INTO SIDEWALK OF |
| | ON WEBSTER. APPROACH ENTRANCE SHALL BE OF CONCRETE, |
| | REFER TO CITY STANDARD DRIVEWAY DETAIL OR CALL ON PLAN. |
| | |
| | #22 SHOW PROOF OF ALLEY ABANDONMENT. |
| | |
| | #23 FOR ANY RESURFACE THE MINIMUM CITY STANDARD FOR |
| | REPAVING WOULD BE 2 INCHES OF ASPHALT AND NOT 1 INCH AS |
| | SHOWN. |
| | |
| | #24 CALL OUT MILL AND RESURFACE. MAKE A NOTATION THAT |
| | STREET LEVEL SHALL REMAIN AT SAME ELEVATION AS EXISTING |
| | WHEN DONE. |
| | |
| | #25 SHEET C7 IS CALLING FROM THE PB COUNTY TRAFFIC |
| | DETAILS ON NOTES. |
| | |
| | #26 MAKE REFERENCE ON THE PLANTHE SOURCE OF THE |
| | TOPOGRAPHY INFORMATION. ALSO THE DATUM IT WAS TAKEN |
| | FROM. IF YOU HAVE A SURVEY OBTAINED FROM A THRID PARTY |
| | PLEASE SUPPLY WITH YOUR NEXT RESUBMITTAL. IDENTIFY |
| | ELEVARION DATUM ON EVERY SHEET WHERE TOPO IS SHOWN. |
| | THIS WILL ASSIST DURING AS-BUILT PHASE. |
| | |
| | #27 BLOW-OFF DETAIL SHOWN ON THE SHEET NINE IS NOT A |
| | CITY STANDARD DETAIL. IF YOU WANT TO USE ON-SITE THEN |
| | NOTE IT. |
| | |
| | #28 COULD YOU SHOW ON SITE DATA ON SHEET C-7 THE |
| | OFFSITE PARKING LOST PERVIOUS AND IMPERVIOUS DATA. |
| | |
| | #29 AIR RELEASE VALVE SHOWN ON SHEET 10 IS NOT |
| | REQUIRED, TYPICAL MANHOLE DETAIL IS NOT REQUIRED IN |
| | SHEET 12, THE AIR RELEASE VALVE NOT NEEDED, LARGE METER |
| | DETAIL NOT NEEDED. LARGE BACKFLOW DETAIL NOT NEEDED.. |
| | |
| | MANUEL JULIAN GONZALEZ |
| | ENGINEERING PROJECT COORDINATOR |
| | PUBLIC WORKS DEPARTMENT |
| | 401 CLEMATIS STREET, 4TH FLOOR |
| | WEST PALM BEACH, FL 33401 |
| | (MAILING ADDRESS: P.O. BOX 3366, ZIP 33402) |
| | MAIN PHONE: (561) 822-1200 |
| | DIRECT: (561) 494-1085 |
| | FAX: (561) 494-1116 |
| | EMAIL: [email protected] |
| | WWW.WPB.ORG/ENGINEERING |
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| | IMPORTANT MESSAGE: |
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