| Date |
Text |
| 2016-12-11 20:38:21 | CITY OF WEST PALM BEACH |
| | PUBLIC WORKS DEPARTMENT |
| | ENGINEERING DIVISION |
| | |
| | DATE: 12/12/2016 |
| | |
| | Z16110014: 1560 PALM BEACH LAKES BLVD. - HOME DEPOT CPD |
| | |
| | THIS IS AN INITIAL 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 FOLLOWING GENERAL 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/DEPARTMENTS/ENGINEERING-PUBLIC-WORKS/FOR |
| | MS,-PERMITS-APPLICATIONS |
| | |
| | 2. PLEASE SUBMIT THE LATEST VERSION OF THE 'AUTO-CALC |
| | CERTIFIED COST ESTIMATE FORM' FOR SUBMISSION TO CITY OF |
| | WEST PALM BEACH PUBLIC WORKS DEPARTMENT. THIS FORM CAN |
| | BE DOWNLOADED FROM THE FOLLOWING LINK: |
| | |
| | HTTP://WPB.ORG/DEPARTMENTS/ENGINEERING-PUBLIC-WORKS/FOR |
| | MS,-PERMITS-APPLICATIONS |
| | |
| | 3. SOLID WASTE YARDAGE CALCULATION WILL NEED TO BE |
| | SUBMITTED AS PART OF THE FINAL DESIGN TO VERIFY THAT |
| | THE DESIGN INCLUDES APPROPRIATE NUMBER AND SIZE OF |
| | DUMPSTERS/GARBAGE RECEPTACLES. PLEASE SHOW ON THE PLAN |
| | IF A COMPACTOR IS PROPOSED TO REDUCE THE YARDAGE OF |
| | WASTE THAT WILL NEED TO BE COLLECTED; |
| | |
| | 4. PROVIDE STATEMENT OR DOCUMENTATION THAT THE PROPOSED |
| | SANITATION FACILITY/DUMPSTER CAN BE PLACED AND ACCESSED |
| | AT THE SPECIFIED LOCATION AS SHOWN ON THE PLANS; |
| | |
| | 5. 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; |
| | |
| | 6. PLEASE INCLUDE THE CITY OF WEST PALM BEACH STANDARD |
| | DETAIL FOR THE DUMPSTER ENCLOSURE ON THE PLANS. MINIMUM |
| | DIMENSIONAL (E.G. THE GATE WIDTH MUST BE A MINIMUM OF |
| | 12.5 FEET) REQUIREMENTS FOR THE ENCLOSURE ARE LISTED IN |
| | CODE OF ORDINANCES, SECTION 94-444(B) OF THE CODE OF |
| | ORDINANCES. CITY STANDARD DETAIL GC-8 MAY BE DOWNLOADED |
| | AT: |
| | |
| | HTTP://WPB.ORG/ENGINEERING/ENGINEERING-SERVICES/ENGINEE |
| | RING-STANDARDS/ |
| | |
| | 7. IF ROLL OUT TYPE DUMPSTER IS PROPOSED, PLEASE NOTE |
| | ON THE PLANS THAT: 'OWNER IS RESPONSIBLE TO ROLL OUT |
| | THE DUMPSTER OUTSIDE THE ENCLOSURE PRIOR TO CITY'S |
| | SANITATION CREW PICK UP GARBAGE'. |
| | |
| | THE FOLLOWING WATER AND SEWER COMMENTS: |
| | |
| | 8. SUBMIT WITH THE ENGINEERING DEVELOPMENT APPROVAL |
| | APPLICATION SIGNED & SEALED ENGINEER/MEP WATER AND |
| | SANITARY SEWER CALCULATION (AVERAGE AND PEAK WITH |
| | PEAKING FACTOR). SUBMIT CALCULATIONS TO VALIDATE METER |
| | SIZE SELECTION. SHOW THESE CALCULATIONS ON THE UTILITY |
| | PLAN SHEET AS WELL; |
| | |
| | 9. FIRE HYDRANT FLOW TEST DATA FROM EXISTING FIRE |
| | HYDRANT WILL BE REQUIRED PART OF THE PLAN SUBMITTAL; |
| | |
| | 10. PROPOSED WATER CONNECTION TO THE RESTAURANT 'A-2' |
| | IS SHOWN ON THE UTILITY PLAN TO BE FROM A PRIVATE FIRE |
| | LINE. WATER SERVICE IS AVAILABLE FROM PALM BEACH LAKES |
| | BLVD; |
| | |
| | 11. PROPOSED WATER CONNECTION TO THE RETAIL SPACE 'A-1' |
| | IS SHOWN ON THE UTILITY PLAN TO BE FROM A WATERLINE |
| | THAT IS DEDICATED TO THE ADJACENT BUSINESS. WATER |
| | SERVICE IS AVAILABLE FROM PALM BEACH LAKES BLVD; |
| | |
| | 12. PLEASE NOTE ON THE PLAN THAT ?WATERLINE THAT HAS |
| | NOT BEEN USED FOR A WHILE SHALL REQUIRE BAC-T TESTING |
| | PRIOR TO CONNECTION FOR NEW SERVICE?; |
| | |
| | 13. SHOW ON THE PLANS LOCATION OF FIRE DEPARTMENT |
| | CONNECTIONS (FDC). PROPOSED FIRE DEPARTMENT CONNECTION |
| | SHALL BE WITHIN 150 FEET OF A FIRE HYDRANT AND SHALL BE |
| | WITHIN AN EASEMENT WITHIN THE PROPERTY; |
| | |
| | 14. PLEASE INCLUDE THE LATEST VERSION OF THE APPLICABLE |
| | CITY OF WEST PALM BEACH STANDARD UTILITY DETAILS TO THE |
| | DETAILS SHEET. CONTACT THE ENGINEERING SERVICES |
| | DEPARTMENT FOR THE LATEST REVISED DETAILS IN CAD |
| | FORMAT. CITY'S STANDARD DETAILS (IN PDF FILE FORMAT) |
| | CAN BE DOWNLOADED FROM THE FOLLOWING SITE: |
| | |
| | HTTP://WPB.ORG/DEPARTMENTS/ENGINEERING-PUBLIC-WORKS/FOR |
| | MS,-PERMITS-APPLICATIONS |
| | |
| | 15. PLACEMENT OF THE PROPOSED METER, BACKFLOW |
| | PREVENTER, DCDA ETC. SHALL BE INSTALLED PER THE CITY'S |
| | STANDARD DETAILS. WATER METER SHOULD BE INSIDE AN |
| | 'UTILITY EASEMENT' JUST INSIDE THE PROPERTY NEAR THE |
| | RIGHT-OF-WAY AND ACCESSIBLE; |
| | |
| | 16. SHOW CONFLICT INFORMATION (BOTTOM AND TOP OF |
| | CROSSING PIPES) AT THE CONFLICT POINTS OF ALL WATER, |
| | STORM AND SANITARY SEWER PIPES AS WELL AS OTHER |
| | FRANCHISE UTILITIES; |
| | |
| | 17. THERE IS AN EXISTING SANITARY SEWER LATERAL STUB |
| | (LOCATED JUST NORTH OF THE EXISTING SANITARY MANHOLE) |
| | AVAILABLE NEAR THE NORTHWEST PROPERTY CORNER. IS THERE |
| | A REASON WHY PROPOSED SANITARY SEWER SERVICE CONNECTION |
| | IS NOT UTILIZING THIS EXISTING SUB? |
| | |
| | 18. SHOW DIRECTION OF FLOW FOR THE EXISTING SANITARY |
| | SEWER. INCLUDE A PROFILE FOR PROPOSED SERVICE LATERAL |
| | WITH GROUND ELEVATIONS ABOVE THE PIPE; |
| | |
| | 19. CCTV RECORD (VIDEO AND TV LOG) OF THE EXISTING |
| | SANITARY SEWER (FULL LENGTH FROM MH TO MH) AND NEW |
| | SANITARY SEWER LATERAL WILL BE REQUIRED AS PART OF THE |
| | PROJECT CLOSE-OUT SUBMITTALS; |
| | |
| | 20. PAVEMENT RESTORATION WILL BE REQUIRED FOR PROPOSED |
| | WATER AND SEWER CONNECTION IF PERFORMED WITHIN CITY'S |
| | RIGHT-OF-WAY AND SHALL BE SHOWN ON THE UTILITY PLAN. |
| | REFER TO THE CITY'S LATEST STANDARD DETAIL FOR THE |
| | PAVEMENT RESTORATION GUIDELINES; |
| | |
| | 21. EXISTING WATER SERVICE CONNECTIONS/WATER METERS |
| | SERVING THE PROPERTY, IF NOT USED, ARE TO BE CUT AND |
| | CAPPED AT THE MAIN. DE-ACTIVATED/INACTIVE PIPELINES |
| | LARGER THAN 2" DIAMETER WILL BE REMOVED. PLEASE LABEL |
| | PIPE SIZE AND MATERIAL AND ADD NOTES TO THE UTILITY |
| | PLANS ACCORDINGLY; |
| | |
| | 22. PLEASE NOTE THAT: 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: |
| | HTTP://WPB.ORG/DEPARTMENTS/PUBLIC-UTILITIES/FORMS-PUBLI |
| | CATIONS/BACKFLOW-CROSS-CONNECTION-CONTROL-MANUAL |
| | |
| | 23. LANDSCAPE PLAN SHALL 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. |
| | |
| | MOSTAQUE KHAN, P.E. |
| | LAND DEVELOPMENT ENGINEER |
| | [email protected] |
| | 561-494-1024 (OFFICE) |
| | |
| | |
| |
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