| Date |
Text |
| 2018-02-12 11:17:31 | CITY OF WEST PALM BEACH |
| | ENGINEERING SERVICES DEPARTMENT |
| | DATE: 02/14/2018 |
| | PROJECT: PROSPECT PLACE |
| | ADDRESS: 3111 S DIXIE HWY |
| | STATUS: FAILED |
| | |
| | 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. FOLLOWING COMMENTS NEED TO BE |
| | ADDRESSED PRIOR TO SITE PLAN APPROVAL: |
| | |
| | 1. 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. SHOW PROJECTED DEMANDS ON THE UTILITY PLAN |
| | SHEET; |
| | |
| | 2. CITY USES NGVD 1929. PLEASE PROVIDE CONVERSION FROM |
| | NAVD 1988 TO NGVD 1929 IN PLAN SHEETS; |
| | |
| | 3. THERE IS NO AS-BUILT INFORMATION OF A 6-INCH DIP |
| | WATERMAIN ON HAMPTON ROAD, EXCEPT ON WPB GIS MAPS WHICH |
| | MIGHT BE INACCURATE. ALL EXISTING AS-BUILTS ILLUSTRATES |
| | A 3-INCH ASBESTOS CEMENT PIPE. WATERMAIN WILL NEED TO |
| | BE REPLACED FROM A 3-INCH AC TO A 8-INCH DIP FROM EAST |
| | OF FLORIDA EAST COAST TRAIN TRACKS TO S DIXIE HWY; |
| | |
| | 4. PROPOSED SANITARY SEWER WILL NEED A MANHOLE AT |
| | RIGHT-OF-WAY FOR CITY'S POINT OF SERVICE; |
| | |
| | 5. PUBLIC UTILITIES DEPARTMENT NEEDS TO ASSESS EXISTING |
| | LIFT STATION CONDITIONS; |
| | |
| | 6. SEVERAL OF THE PROPOSED FIRE HYDRANT LOCATIONS ARE |
| | BEING OBSTRUCTED BY PARKED VEHICLES. PLEASE REFER TO |
| | CITY OF WEST PALM BEACH STANDARD DETAIL P-8 FOR MINIMUM |
| | CLEARANCE ON SHEET C4.02; |
| | |
| | 7. EXISTING OVERHEARD ELECTRIC CONFLICTS WITH PROPOSED |
| | ON-STREET PARKING AT HAMPTON ROAD. ARE THE UTILITIES |
| | GOING UNDERGROUND OR RELOCATED? |
| | |
| | 8. 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; |
| | |
| | |
| | 9. PLEASE ALSO SHOW ON THE LANDSCAPE PLAN, WHEN |
| | SUBMITTED IN THE NEXT REVIEW PHASE, SHOW THE SIGHT |
| | TRIANGLES ON HAMPTON ROAD FOR VEHICULAR EXITS FROM THE |
| | SITE. (SECTION 94-305E, CODE OF ORDINANCES); |
| | |
| | 10. A MAINTENANCE AGREEMENT WILL BE REQUIRED FOR THE |
| | NON-STANDARD ELEMENTS (TREES AND TREE GRATES; PAVERS, |
| | ETC.) PROPOSED WITHIN RIGHT-OF-WAYS; |
| | |
| | |
| | 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/FORMS,- |
| | 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. CCTV MUST BE PROVIDED FROM MANHOLE TO MANHOLE WHERE |
| | THE PROPOSED SANITARY SEWER WILL BE LOCATED. CONTACT ME |
| | FOR THE MANHOLE NUMBER AND SUBMIT CD WITH THE |
| | ENGINEERING DEVELOPMENT APPROVAL APPLICATION. |
| | COORDINATE WITH UTILITIES O&M SANITARY SEWER |
| | SUPERINTENDENT CHARLES PHOENIX PROVIDE 48-HOUR NOTICE |
| | AND MUST OBTAIN A RIGHT-OF-WAY PERMIT; |
| | |
| | 5. SHOW THE NEAREST FIRE HYDRANT TO THIS SITE ON THE |
| | FINAL UTILITY PLAN. FIRE HYDRANT FLOW TEST DATA FROM |
| | EXISTING FIRE HYDRANT WILL BE REQUIRED PART OF THE PLAN |
| | SUBMITTAL. SHOW HYDRANT FLOW TEST DATA RESULT ON THE |
| | PLANS; |
| | |
| | 6. FIRE HYDRANT TEST CAN BE REQUESTED AT (561)804-4700; |
| | |
| | 7. ALL PROPOSED FIRE DEPARTMENT CONNECTIONS SHALL BE |
| | WITHIN 100 FEET OF A FIRE HYDRANT AND SHALL BE WITHIN |
| | AN EASEMENT WITHIN THE PROPERTY; |
| | |
| | 8. 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.O |
| | RG/DEPARTMENTS/ENGINEERING-PUBLIC-WORKS/FORMS,-PERMITS- |
| | APPLICATIONS |
| | |
| | 9. 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; |
| | |
| | 10. 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; |
| | |
| | 11. 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; |
| | |
| | 12. 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. |
| | PLEASE SHOW ON THE FINAL PLANS THE EXTENT OF THE |
| | MILLING AND RESURFACING; |
| | |
| | 13. SHOW ON THE FINAL PLANS SIZE AND MATERIAL OF ALL |
| | EXISTING UTILITIES ON HAMPTON ROAD AND S DIXIE HWY |
| | INCLUDING BUT NOT LIMITED TO WATER, SEWER, GAS, |
| | UNDERGROUND ELECTRIC CONDUITS ETC. PLEASE IDENTIFY THE |
| | SOURCE OF THE AS-BUILT INFORMATION UTILIZED FOR THE |
| | POTABLE WATER, SANITARY SEWER, AND STORM SEWER DESIGN; |
| | |
| | 14. 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 |
| | |
| | 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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