| Date |
Text |
| 2017-08-30 14:26:16 | CITY OF WEST PALM BEACH |
| | ENGINEERING SERVICES DEPARTMENT |
| | DATE: 09/01/2017 |
| | PROJECT: Z17080007: PALM HARBOR MARINA HOTEL |
| | ADDRESS: 300 N. FLAGLER DR. |
| | STATUS: FAILED |
| | |
| | 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. MINIMUM THE CITY WILL ALLOW FOR TWO-WAY DIRECTIONAL |
| | DRIVEWAYS IS 20-FEET. CONSIDER REMOVING A REGULAR |
| | PARKING AND CREATING A SMALLER RADIUS IN ORDER TO MEET |
| | THE MINIMUM DRIVEWAY WIDTH; |
| | |
| | 2. STRIPE THE FIRST POINT OF TURN FOR THE 43-FEET TRUCK |
| | AS A 'NO PARKING' AREA; |
| | |
| | 3. REGULAR PARKING STALL WIDTH IS 8-FEET 6-INCHES; |
| | |
| | 4. 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; |
| | |
| | 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?. CITY'S FRONT LOADING |
| | SANITATION/GARBAGE TRUCKS NEED AT LEAST 25-FEET |
| | VERTICAL CLEARANCE FOR TIPPING THE GARBAGE |
| | RECEPTACLES/BINS OVER IT; |
| | |
| | 8. 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: |
| | |
| | 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/FORMS,-PERMITS-APP |
| | LICATIONS |
| | |
| | 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/D |
| | EPARTMENTS/ENGINEERING-PUBLIC-WORKS/FORMS,-PERMITS-APPL |
| | ICATIONS |
| | |
| | 3. 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; |
| | |
| | 4. 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/FO |
| | RMS,-PERMITS-APPLICATIONS |
| | |
| | 5. 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; |
| | |
| | 6. ENLARGE THE AREA (PREFERABLY TO A SCALE OF 1"=10' TO |
| | SHOW DETAILS OF THE PROPOSED WATER METER; |
| | |
| | 7. EXISTING SERVICES SERVING THIS SITE THAT WILL NOT BE |
| | USED ARE TO BE DEACTIVATED. PLUG THE EXISTING SERVICES |
| | AT THE MAIN - ABANDONED SERVICE LINES THAT ARE 2" AND |
| | SMALLER CAN BE ABANDONED IN PLACE, BUT ABANDONED |
| | SERVICE LINES LARGER THAN 2" ARE TO BE REMOVED. PLEASE |
| | LABEL PIPE SIZE AND MATERIAL AND ADD NOTES TO THE |
| | UTILITY PLANS ACCORDINGLY; |
| | |
| | 8. PROPOSED SANITARY SEWER SHALL BE WITHIN UTILITY |
| | EASEMENT. SHOW THIS EASEMENT ON THE PLANS; |
| | |
| | 9. IN THE FINAL PLANS, SHOW DIRECTION OF FLOW FOR THE |
| | EXISTING SANITARY SEWER. SHOW INVERT AT CONNECTION |
| | POINTS AND INCLUDE A PROFILE FOR THE PROPOSED SERVICE |
| | LATERAL WITH GROUND ELEVATIONS ABOVE THE PIPE; |
| | |
| | 10. 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. EXISTING |
| | UTILITIES WITHIN THE PROPOSED SANITARY SEWER LATERAL |
| | ARE TO BE VERIFIED VIA SOFT DIGS, PROVIDE ALL UTILITY |
| | CROSSING INFORMATION; |
| | |
| | 11. 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; |
| | |
| | 12. PAVEMENT RESTORATION FOR OPEN CUT/TRENCH FOR |
| | UTILITY CONNECTION WORKS WILL NEED TO BE IN ACCORDANCE |
| | WITH CITY STANDARD DETAIL GC-9. THE ROAD SHALL BE |
| | MILLED/RESURFACED FOR FULL LANE WIDTH OF THE TRAVEL |
| | LANE(S) ENCROACHED BY THE TRENCH AREA, INCLUDING A |
| | TRANSITION AREA OF 50 FEET ON EACH SIDE OF THE TRENCH. |
| | PLEASE SHOW ON THE FINAL PLANS THE EXTENT OF THE |
| | MILLING/RESURFACING AND THE REPLACEMENT OF |
| | THERMOPLASTIC STRIPING; |
| | |
| | 13. PLEASE ALSO SHOW ON THE LANDSCAPE PLAN, WHEN |
| | SUBMITTED IN THE NEXT REVIEW PHASE, SHOW THE SIGHT |
| | TRIANGLES FOR THE ALL VEHICULAR EXITS FROM THE SITE. |
| | (SECTION 94-305E, CODE OF ORDINANCES); |
| | |
| | 14. 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-PUBLICATIONS/BACKFLOW-CROSS-CONNECTION-CONTROL-M |
| | ANUAL |
| | |
| | 15. THE PROPOSED FIRE DEPARTMENT CONNECTION SHALL BE |
| | WITHIN 100 FEET OF A FIRE HYDRANT. |
| | |
| | SOFIA QUINONES-BENEJAM, EI |
| | PROJECT ENGINEER |
| | CITY OF WEST PALM BEACH |
| | 401 CLEMATIS STREET, 4TH FLOOR |
| | WEST PALM BEACH, FL 33402 |
| | (MAILING ADDRESS: PO BOX 3366) |
| | P: 561.494.1108 |
| | C: 561.459.6518 |
| | F: 561.494.1116 |
| | EMAIL: [email protected] |
| | |
| |
Print |
