| Date |
Text |
| 2017-08-28 14:50:11 | CITY OF WEST PALM BEACH |
| | ENGINEERING SERVICES DEPARTMENT |
| | PROJECT: Z16020016 - HOTEL INDIGO |
| | 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/DEPARTMENTS/ENGINEERING-PUBLIC-WORKS/FORMS,-PER |
| | MITS-APPLICATIONS. |
| | |
| | THE FOLLOWING COMMENTS MUST BE ADDRESSED PRIOR TO SITE |
| | PLAN APPROVAL. |
| | |
| | 1. PLEASE SHOW ON THE PLANS, IN THE NEXT REVIEW LEVEL, |
| | HOW WILL THE SITE/BUILDING BE SERVED FOR WATER, SEWER |
| | AND FIRE PROTECTION. SHOW ALL EXISTING UTILITIES WITHIN |
| | THE VICINITY OF THE PROPOSED SITE AS WELL AS PROPOSED |
| | UTILITIES TO SERVE THE DEVELOPMENT (LABEL SIZE AND |
| | MATERIAL OF ALL PIPES AND CONDUITS ETC.); |
| | |
| | 2. SUBMIT ESTIMATES FOR WATER AND FIRE DEMAND, BOTH |
| | AVERAGE AND PEAK FLOW WITH PEAKING FACTOR. ALSO SUBMIT |
| | ESTIMATES OF SANITARY SEWER FLOW FOR THE PROPOSED |
| | DEVELOPMENT. |
| | |
| | 3. A MAINTENANCE AGREEMENT WILL BE REQUIRED FOR THE |
| | NON-STANDARD ELEMENTS (TREES AND TREE GRATES; PAVERS, |
| | ETC.) PROPOSED WITHIN CITY'S RIGHT OF WAY. |
| | |
| | 4. PLEASE PROVIDE AN AUTOTURN ANALYSIS DEMONSTRATING |
| | THE SOLID WASTE COLLECTION VEHICLE CAN ACCESS THE |
| | PROPOSED DUMPSTER/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. |
| | |
| | 5. DETAILS SHEETS WILL NEED TO UTILIZE STANDARD CITY OF |
| | WEST PALM BEACH DETAILS, WHICH MAY BE DOWNLOADED AT HTT |
| | P://WPB.ORG/DEPARTMENTS/ENGINEERING-PUBLIC-WORKS/FORMS, |
| | -PERMITS-APPLICATIONS. |
| | |
| | 6. FEMA FLOOD INSURANCE MAPS ARE AVAILABLE AT HTTP://MA |
| | PS.CO.PALM-BEACH.FL.US/CWGIS/MYGEONAV.HTML?APP=FLOODZON |
| | ES. PLEASE REVIEW THE MAPS AND VERIFY THAT THE NEW MAPS |
| | WHICH WILL BE ADOPTED IN OCTOBER 2017 WILL NOT IMPACT |
| | THE PROPOSED PROJECT. |
| | |
| | 7. PLEASE SHOW THE SIGHT TRIANGLES ON THE GROUND FLOOR |
| | LANDSCAPING PLAN FOR THE INTERSECTIONS AND VEHICULAR |
| | EXITS. (SECTION 94-305E, CODE OF ORDINANCES) |
| | |
| | 8. ON THE LANDSCAPING PLAN, WHEN SUBMITTED IN THE NEXT |
| | REVIEW PHASE, 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. ALSO |
| | CLEARLY INDICATE ALL EXISTING AND PROPOSED EASEMENTS ON |
| | THE LANDSCAPE PLAN; |
| | |
| | 9. 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 CONTACT UYEN DANG, CITY'S TRANSPORTATION |
| | ENGINEER AT (561) 494-1087. |
| | |
| | 10. 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. |
| | |
| | 11. 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. |
| | |
| | 12. PLEASE COORDINATE WITH THE CITY PUBLIC UTILITIES |
| | ENGINEER (LAURA LE) FOR THE PROPOSED UTILITY TIE IN |
| | LOCATIONS. THE AGE AND CONDITION OF THE EXISTING PIPES |
| | MAY NOT BE ADEQUATE FOR THE PROPOSED CONNECTIONS. THE |
| | SUBMITTED DRAWINGS ARE NOT CONSISTENT WITH PREVIOUS |
| | DISCUSSIONS WITH CITY STAFF. |
| | |
| | 13. PLEASE SHOW THE LOCATIONS OF ROOF DRAINS AND |
| | INDICATE WHERE THE DISCHARGE WILL BE DIRECTED. RUNOFF |
| | VELOCITY AND VOLUME SHOULD NOT EXCEED EXISTING |
| | CONDITIONS. |
| | |
| | 14. INDICATE MILLING AND RESURFACING LIMITS AROUND |
| | TRENCH CUTS ON CITY STREETS. PAVEMENT RESTORATION FOR |
| | OPEN CUT/TRENCH FOR UTILITY CONNECTION WORKS WILL NEED |
| | TO BE IN ACCORDANCE WITH 2016 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. |
| | |
| | 15. EACH BUILDING SHOULD HAVE ITS PROPORTIONATE SHARE |
| | OF STORM WATER TREATMENT AND PEAK FLOW ATTENUATION. |
| | PLEASE ALSO SHOW THE LOCATIONS OF ROOF DRAINS AND |
| | INDICATE WHERE THE DISCHARGE WILL BE DIRECTED. RUNOFF |
| | VELOCITY AND VOLUME SHOULD NOT EXCEED EXISTING |
| | CONDITIONS. |
| | |
| | 16. PLEASE PROVIDE AN AUTOTURN ANALYSIS SHOWING THE |
| | DELIVERY TRUCKS WILL BE ABLE TO UTILIZE THE SHOWING |
| | LOADING AREAS. |
| | |
| | 17. DIFFICULT TO READ PLANS MUST SUBMIT 24X36 PLAN SET. |
| | |
| | 18. PLEASE, REVIEW THE MARKED UP PLANS PROVIDED BY |
| | MANUEL GONZALEZ AND SUBMITTED TO CONSULTANT AT AUGUST |
| | 22, 2017 MEETING. |
| | |
| | AFTER THE SITE PLAN IS APPROVED, IN THE NEXT PHASE, 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 SERVICES DEPARTMENT. |
| | THE ENGINEERING DEVELOPMENT APPROVAL APPLICATION FORMS |
| | CAN BE DOWNLOADED FROM THE FOLLOWING WEBSITE LINK: |
| | 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 FOR ADDITIONAL |
| | WORK PROPOSED. THIS FORM CAN BE DOWNLOADED FROM THE |
| | FOLLOWING LINK: HTTP://WPB.ORG/DEPARTMENTS/ENGINEERING- |
| | PUBLIC-WORKS/FORMS,-PERMITS-APPLICATIONS |
| | |
| | 3. SUBMIT WITH THE ENGINEERING DEVELOPMENT APPROVAL |
| | APPLICATION SIGNED & SEALED ENGINEER/MEP WATER AND |
| | SANITARY SEWER CALCULATION (IN DETAIL I.E. 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 THE LATEST VERSION OF THE APPLICABLE |
| | CITY OF WEST PALM BEACH STANDARD UTILITY DETAILS TO THE |
| | DETAIL SHEET/S DURING SUBMISSION OF THE FINAL |
| | ENGINEERING PLANS. 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 |
| | |
| | 5. PLACEMENT OF THE ANY PROPOSED METER, BACKFLOW |
| | PREVENTER, DCDA ETC. SHALL BE INSTALLED PER THE CITY'S |
| | STANDARD DETAILS. WATER METER SHOULD BE WITHIN THE |
| | RIGHT-OF-WAY OR INSIDE AN 'UTILITY EASEMENT' JUST |
| | INSIDE THE PROPERTY NEAR THE RIGHT-OF-WAY AND |
| | ACCESSIBLE. |
| | |
| | 6. IN THE FINAL PLANS, MUST PROVIDE UTILITY CONFLICT |
| | TABLE (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 SOFTDIGS, PROVIDE ALL UTILITY |
| | CROSSING INFORMATION |
| | |
| | 7. 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; |
| | |
| | 8. FOR THE FINAL WATER AND SEWER PLANS, INCLUDE A 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 |
| | |
| | 9. ALL PROPOSED FIRE DEPARTMENT CONNECTIONS SHALL BE |
| | WITHIN 100 FEET OF A FIRE HYDRANT AND SHALL BE WITHIN |
| | AN EASEMENT WITHIN THE PROPERTY. 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. |
| | |
| | 10. 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. |
| | |
| | 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] |
| | |
| |
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