| Date |
Text |
| 2016-12-12 17:11:14 | CITY OF WEST PALM BEACH |
| | PUBLIC WORKS DEPARTMENT |
| | ENGINEERING DIVISION |
| | |
| | DATE: 12/14/2016 |
| | |
| | Z16110016: 300 N. FLAGLER DR. - PALM HARBOR MARINA |
| | HOTEL |
| | |
| | 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. 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; |
| | |
| | 2. 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; |
| | |
| | 3. 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/ |
| | |
| | 4. 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'. |
| | |
| | 5. 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; |
| | |
| | 6. CITY'S GARBAGE COLLECTOR TRUCK NEEDS TO HAVE NO LESS |
| | THAN 14' HIGH VERTICAL CLEARANCE AND 12' HORIZONTAL |
| | CLEARANCES FOR THE TRUCK TO DRIVE THROUGH; |
| | |
| | THE FOLLOWING COMMENTS MUST BE ADDRESSED PRIOR TO |
| | ISSUANCE OF CONSTRUCTION AUTHORIZATION INCLUDING |
| | BUILDING PERMITS AND ENGINEERING DEVELOPMENT APPROVAL: |
| | |
| | 7. 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 |
| | |
| | 8. 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 |
| | |
| | 9. 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; |
| | |
| | 10. PLEASE INCLUDE APPLICABLE CITY OF WEST PALM BEACH |
| | STANDARD 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 |
| | |
| | THE FOLLOWING COMMENTS ARE FOR WATER AND SEWER: |
| | |
| | 11. 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. WATER METER SHOULD BE INSIDE AN 'UTILITY |
| | EASEMENT' JUST INSIDE THE PROPERTY NEAR THE |
| | RIGHT-OF-WAY AND ACCESSIBLE; |
| | |
| | 12. ENLARGE THE AREA (PREFERABLY TO A SCALE OF 1"=10') |
| | TO SHOW DETAILS OF THE PROPOSED 4-INCH WATER METER; |
| | |
| | 13. EXISTING WATER SERVICE CONNECTIONS 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; |
| | |
| | 14. INCLUDE A PROFILE FOR THE PROPOSED SERVICE LATERAL |
| | WITH GROUND ELEVATIONS ABOVE THE PIPE; |
| | |
| | 15. PROPOSED SANITARY SEWER MANHOLES SHALL NOT BE |
| | INSTALLED ON THE EXISTING SIDEWALK. INCLUDE IN THE |
| | PLANS CITY'S STANDARD DETAIL FOR MANHOLE ON THE DETAILS |
| | SHEET; |
| | |
| | 16. PROVIDE UTILITY CROSSING INFORMATION. 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. CCTV RECORD (VIDEO AND TV LOG) OF THE EXISTING AND |
| | NEW SANITARY SEWER (FULL LENGTH FROM MH TO MH) WILL BE |
| | REQUIRED AS PART OF THE PROJECT CLOSE-OUT SUBMITTALS; |
| | |
| | 18. PAVEMENT RESTORATION WILL BE REQUIRED FOR THE |
| | PROPOSED SANITARY SEWER CONNECTION TO THE EXISTING |
| | MANHOLE WITHIN THE RIGHT-OF-WAY; |
| | |
| | 19. 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 |
| | |
| | 20. THE PROPOSED FIRE DEPARTMENT CONNECTION SHALL BE |
| | WITHIN 150 FEET OF A FIRE HYDRANT. 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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