| Date |
Text |
| 2016-10-12 08:48:22 | CITY OF WEST PALM BEACH |
| | PUBLIC WORKS DEPARTMENT |
| | ENGINEERING DIVISION |
| | |
| | |
| | 1. PLEASE SUBMIT THE CALCULATIONS WATER AND SANITARY |
| | SEWER DEMANDS (AVERAGE AND PEAK); AND FIRE DEMAND. |
| | SUBMIT CALCULATIONS TO VALIDATE METER SIZE SELECTION. |
| | |
| | 2. ALL PREVIOUS COMMENTS ACKNOWLEDGED STILL PERTAIN. |
| | |
| | 3. DUMPSTER/COMPACTOR SHOWN ON PLANS DOES NOT MEET |
| | DIMENSION CRITERIA PER CITY?S STANDARD DETAIL. PLEASE |
| | REVISE. |
| | |
| | 4. MILLING AND RESURFACING REQUIREMENT FOR SANITARY |
| | SEWER IS FOR A TOTAL WIDTH OF 100-FEET (50-FEET ON BOTH |
| | SIDE OF THE CONNECTION POINT). |
| | |
| | |
| | FOLLOWING ARE COMMENTS ON WATER AND SEWER CONNECTIONS: |
| | |
| | |
| | 1. PLACEMENT OF THE PROPOSED METER, BACKFLOW PREVENTER, |
| | DCDA ETC. SHALL BE INSTALLED PER THE CITY?S STANDARD |
| | DETAILS. REVISE THE LOCATION OF THE FIRE HYDRANT. |
| | |
| | 2. THE NEW LANDSCAPING ALONG THE WEST AND SOUTH |
| | PROPERTY LINES IS BEING PROPOSED IN CLOSE PROXIMITY OF |
| | THE EXISTING WATER MAIN. THE CITY IS EVALUATING THE |
| | POTENTIAL ABANDONMENT OF THE 4-INCH AND 8-INCH WATER |
| | LINES (ALONG THE WEST AND SOUTH PROPERTY LINES |
| | RESPECTIVELY). |
| | |
| | 3. EXTEND THE EXISTING 8-INCH WATER MAIN ON SOUTH |
| | FLAGLER TO THE NORTH (ABOUT 100-FEET) AND MOVE THE |
| | PROPOSED CONNECTION FOR POTABLE WATER LINE AND FIRE |
| | LINE FOR ?THE CRYSTAL? PROPERTY FURTHER NORTH. |
| | |
| | MOSTAQUE KHAN, P.E. |
| | LAND DEVELOPMENT ENGINEER |
| | [email protected] |
| | 561-494-1024 (OFFICE) |
| | |
| 2016-03-08 15:19:32 | CITY OF WEST PALM BEACH |
| | PUBLIC WORKS DEPARTMENT |
| | |
| | THIS IS A CONCEPTUAL LEVEL REVIEW. CONSTRUCTION LEVEL |
| | DETAILS, DESIGN CALCULATIONS AND THE POLLUTION |
| | PREVENTION PLAN WILL BE REVIEWED AS PART OF THE |
| | ENGINEERING DEVELOPMENT APPROVAL AND BUILDING PERMIT |
| | APPLICATION PROCESSES. THE ENGINEERING DEVELOPMENT |
| | APPROVAL APPLICATION FORMS CAN BE DOWNLOADED AT |
| | HTTP://WPB.ORG/ENGINEERING/FORMS-AND-PUBLICATIONS/ |
| | |
| | THE FOLLOWING COMMENTS MUST BE ADDRESSED PRIOR TO SITE |
| | PLAN APPROVAL. |
| | |
| | 1. PLEASE SUBMIT ESTIMATES FOR THE PEAK POTABLE WATER |
| | DEMAND, SANITARY SEWER FLOW, AND SOLID WASTE COLLECTION |
| | YARDAGE. |
| | |
| | 2. A MAINTENANCE AGREEMENT WILL BE REQUIRED FOR THE |
| | NON-STANDARD ELEMENTS (TREES AND TREE GRATES; PAVERS, |
| | ETC.) PROPOSED WITHIN CITY RIGHT-OF-WAY. |
| | |
| | 3. WHERE IS THE PROPOSED DUMPSTER/COMPACTOR LOCATION? |
| | PLEASE PROVIDE AN AUTOTURN ANALYSIS DEMONSTRATING THE |
| | SOLID WASTE COLLECTION VEHICLE CAN ACCESS THE PROPOSED |
| | DUMPSTER AND COMPACTOR LOCATIONS. THE TRASH |
| | DUMPSTER/COMPACTORS MUST LOCATED IN AREAS EASILY |
| | SERVICED BY THE CITY SANITATION EQUIPMENT AND MANPOWER |
| | PER SECTION 74-35(A)(5) OF THE CODE OF ORDINANCES. IF A |
| | ROLL-OFF COMPACTOR IS PROPOSED, PLEASE PROVIDE A LETTER |
| | FROM THE PRIVATE PROVIDER VERIFYING THAT THEY CAN |
| | PROVIDE SERVICE WITH THE CONFIGURATION SHOWN ON THE |
| | PLANS. |
| | |
| | 4. PLEASE INCLUDE THE CITY STANDARD DETAIL FOR THE |
| | DUMPSTER ENCLOSURE ON THE PLANS. MINIMUM DIMENSIONAL |
| | REQUIREMENTS FOR THE ENCLOSURE ARE LISTED IN CODE OF |
| | ORDINANCES, SECTION 94-444(B), ALSO SEE FIGURE XIV-3 OF |
| | THE SAME SECTION. |
| | |
| | 5. PRELIMINARY, UPDATED FEMA FLOOD INSURANCE MAPS ARE |
| | AVAILABLE AT HTTP://WWW.CO.PALM-BEACH.FL.US/NEWSROOM/08 |
| | 14/08-26-14-FLOOD_MAPS.HTM. PLEASE REVIEW THE MAPS AND |
| | VERIFY THAT THE NEW MAPS WILL NOT IMPACT THE PROPOSED |
| | PROJECT. |
| | |
| | 6. PLEASE SHOW THE SIGHT TRIANGLES ON THE GROUND FLOOR |
| | LANDSCAPING PLAN FOR THE INTERSECTIONS AND VEHICULAR |
| | EXITS. (SECTION 94-305E, CODE OF ORDINANCES) |
| | |
| | 7. A TRAFFIC STUDY WILL BE REQUIRED FOR THIS PROJECT |
| | SHOWING HOW THE PROPOSED DEVELOPMENT WILL AFFECT THE |
| | TRAFFIC VOLUME AND SURROUNDING LOCAL ROADWAYS. INCLUDE |
| | TRAFFIC ACCIDENT DATA FOR AFFECTED STREET CORRIDORS. |
| | ESTIMATE INCREASED OR DECREASED POTENTIAL. SAFETY |
| | IMPROVEMENTS SHALL BE RECOMMENDED WHERE NECESSARY. |
| | PLEASE SCHEDULE A MEETING WITH THE CITY TRAFFIC |
| | ENGINEER (BRIAN COLLINS) TO DETERMINE THE SCOPE OF THE |
| | REQUIRED STUDY. |
| | |
| | 8. PLEASE REVISE THE LANDSCAPE PLAN TO SHOW LOCATIONS |
| | OF ALL WATER METERS, VALVES, CLEAN-OUTS, LIGHT POLES, |
| | ETC. ROOT BARRIERS MAY BE REQUIRED WHERE PLANTINGS ARE |
| | NEAR UNDERGROUND STORMWATER, SANITARY, OR POTABLE WATER |
| | LINES. |
| | |
| | 9. PLEASE SHOW THE SIGHT TRIANGLES ON THE GROUND FLOOR |
| | LANDSCAPING PLAN FOR THE INTERSECTIONS AND VEHICULAR |
| | EXITS. (SECTION 94-305E, CODE OF ORDINANCES) |
| | |
| | 10. THE AVAILABLE WATER PRESSURE IN THIS PORTION OF THE |
| | CITY MAY NOT BE ACCEPTABLE AT ELEVATIONS HIGHER THAN |
| | THE 2ND FLOOR. WE RECOMMEND A LONG-TERM PRESSURE STUDY |
| | BE PERFORMED PRIOR TO FINALIZATION OF THE UTILITY |
| | DESIGN. |
| | |
| | 11. PLEASE SHOW THE LOCATIONS OF ROOF DRAINS AND |
| | INDICATE WHERE THE DISCHARGE WILL BE DIRECTED. RUNOFF |
| | VELOCITY AND VOLUME SHOULD NOT EXCEED EXISTING |
| | CONDITIONS. |
| | |
| | 12. CONSIDER OTHER METHODS OF STORM WATER TREATMENT |
| | OTHER THAN EXFILTRATION TRENCH. EXFILTRATION TRENCHES |
| | ARE NOT EFFECTIVE IN THE LOW AREAS ALONG LAKE WORTH |
| | LAGOON. |
| | |
| | 13. PER THE CITY RIGHT OF WAY STANDARDS MANUAL, MINIMUM |
| | PIPE SIZE FOR USE IN THE RIGHT-OF-WAY IS 15? RCP. |
| | |
| | 14. IN THE EXFILTRATION TRENCH CALCULATIONS, EXPLAIN |
| | HOW THE DEPTH TO WATER VALUE OF 3 FEET WAS CALCULATED |
| | WHEN THE WEIR ELEVATION IS SHOWN AS 4.5 FEET AND THE |
| | WATER LEVEL IS SHOWN AS 2.0 FEET. |
| | |
| | 15. PROVIDE FIELD DATA SUPPORTING THE EXFILTRATION RATE |
| | ASSUMED IN THE EXFILTRATION TRENCH CALCULATIONS. |
| | |
| | 16. SHOW UTILITIES ON THE LANDSCAPE PLANS. NOTE THERE |
| | IS A WATER MAIN SOUTH OF THE SOUTH PROPERTY LINE. |
| | |
| | 17. CALL OUT CITY UTILITIES INSTEAD OF PBCWUD ON THE |
| | ROOT BARRIER DETAIL. |
| | |
| | 18. INDICATE MILLING AND RESURFACING LIMITS AROUND |
| | TRENCH CUTS ON CITY STREETS. |
| | |
| | 19 REPLACE THE CURB CUT ALONG THE SOUTH END OF THE EAST |
| | FRONTAGE ON FLAGLER BLVD. WITH TYPE ?D? CONCRETE CURB. |
| | DROP CURB AND CURB TRANSITIONS CAN REMAIN AROUND THE |
| | EXISTING DRAINAGE INLET. |
| | |
| | 20. TURN AROUND SPACES MUST BE PROVIDED AT THE DEAD |
| | ENDS. REVISE THE PARKING LAYOUT TO COMPLY WITH SECTION |
| | 94-485 OF THE CODE OF ORDINANCES. |
| | |
| | 21. PLEASE PROVIDE THE DOCUMENTS LISTED IN THE TITLE |
| | SEARCH (DB 1024/180). |
| | |
| | 22. RELOCATE THE PROPOSED METER OUTSIDE OF THE SIDEWALK |
| | ALONG FLAGLER. |
| | |
| | THE FOLLOWING COMMENTS MUST BE ADDRESSED PRIOR TO |
| | ISSUANCE OF CONSTRUCTION AUTHORIZATION INCLUDING |
| | BUILDING PERMITS AND ENGINEERING DEVELOPMENT APPROVAL. |
| | |
| | 1. AN ENGINEERING DEVELOPMENT APPROVAL APPLICATION WILL |
| | BE REQUIRED FROM THE ENGINEERING DIVISION OF THE PUBLIC |
| | WORKS DEPARTMENT. THE ENGINEERING DEVELOPMENT APPROVAL |
| | APPLICATION FORMS CAN BE DOWNLOADED AT |
| | HTTP://WPB.ORG/ENGINEERING/FORMS-AND-PUBLICATIONS/ |
| | |
| | 2. SOLID WASTE YARDAGE WILL NEED TO BE VERIFIED AS PART |
| | OF THE FINAL DESIGN TO VERIFY THAT THE DESIGN INCLUDES |
| | APPROPRIATE NUMBER AND SIZE OF TRASH BINS. |
| | |
| | 3. A SEPARATE SUBMITTAL WILL BE REQUIRED TO THE |
| | ENGINEERING DIVISION OF THE PUBLIC WORKS DEPARTMENT FOR |
| | PLAT APPROVAL. PLEASE CONTACT VINCE NOEL AT |
| | [email protected] TO GET A COPY OF THE PLAT APPLICATION. |
| | FINAL PLAT APPROVAL WILL BE BASED ON THE APPROVED SITE |
| | PLAN. |
| | |
| | KELLY CRANFORD, P.E. |
| | CAPITAL IMPROVEMENT PLAN MANAGER |
| | [email protected] |
| | 561-494-1098 (OFFICE) |
| | |
| | VINCE NOEL, PSM |
| | CITY SURVEYOR / REAL ESTATE SUPERVISOR |
| | [email protected] |
| | 561-494-1096 |
| | |
| | TRACY WARD, PE |
| | SENIOR STORMWATER ENGINEER |
| | 561-494-1120 |
| | [email protected] |
| | |
| | |
| |
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