| Date |
Text |
| 2017-03-16 09:28:24 | CITY OF WEST PALM BEACH |
| | ENGINEERING SERVICES DEPARTMENT |
| | |
| | PROJECT NAME: BANYAN RESIDENTIAL - 550 BANYAN BLVD. - |
| | Z16020010 |
| | |
| | DATE: MARCH 16, 2017 |
| | |
| | AFTER A REVIEWING THE REVISED PLANS AND THE RESPONSE TO |
| | THE PREVIOUS PPRC COMMENTS (RECEIVED ON 2/14/2017), IT |
| | APPEARS THAT SOME OF THE COMMENTS HAVE BEEN SATISFIED |
| | AND SOME ARE ACKNOWLEDGED OR NOTED AS: 'TO BE ADDRESSED |
| | DURING THE FINAL DESIGN AND /OR ENGINEERING APPROVAL |
| | PHASE'. HOWEVER, THESE ACKNOWLEDGED COMMENTS ALONG WITH |
| | THE FOLLOWING ITEMS ARE EXPECTED TO BE ADDRESSED DURING |
| | 'ENGINEERING DEVELOPMENT APPLICATION' PHASE PRIOR TO |
| | ISSUANCE OF CONSTRUCTION AUTHORIZATION INCLUDING |
| | BUILDING PERMITS AND ENGINEERING DEVELOPMENT APPROVAL: |
| | |
| | 1. ESTIMATED PEAK HOUR DEMAND FOR WATER AND SEWER ARE |
| | GIVEN WITH THE RESPONSE LETTER OF 11/2/2016. DURING THE |
| | 'ENGINEERING DEVELOPMENT APPROVAL APPLICATION' PHASE, |
| | SUBMISSION OF SIGNED & SEALED ENGINEER/MEP WATER AND |
| | SANITARY SEWER DETAIL CALCULATIONS (AVERAGE AND PEAK |
| | WITH PEAKING FACTOR) WILL BE REQUIRED AS WELL AS FIRE |
| | DEMAND FOR THE PROPOSED DEVELOPMENT. ALSO WILL BE |
| | REQUIRED DETAIL CALCULATIONS TO VALIDATE METER SIZE |
| | SELECTION; DOMESTIC WATER SERVICE PIPE AND FIRE LINE |
| | SIZING. SHOW THESE CALCULATIONS ON THE UTILITY PLAN |
| | SHEET AS WELL; |
| | |
| | 7. IT IS STATED THAT SIMMONS & WHITE TO ADDRESS TRAFFIC |
| | RELATED CONCERNS FOR WHICH APPROVAL NEED TO BE OBTAINED |
| | FROM CITY'S TRANSPORTATION ENGINEER. CONTACT UYEN DANG, |
| | P.E., AT EMAIL ADDRESS: [email protected] AND PHONE: (561) |
| | 494-1087; |
| | |
| | 8. CONFIGURATION OF PROPOSED 6-INCH WATER SERVICE LINE |
| | TO THE BUILDING AND RPZ SHOWN ON THE 'LANDSCAPE PLAN - |
| | SHEET LP-1' DOES NOT MATCH THAT SHOWN ON THE 'WATER & |
| | SEWER PLAN - SHEET 4 OF 5'. PLEASE REVISE; |
| | |
| | 12. DRAINAGE CALCULATIONS IS REVIEWED BY CITY'S |
| | STORMWATER ENGINEER TRACY WARD AND COMMENTS ARE |
| | PROVIDED SEPARATELY UNDER STORMWATER REVIEWS; |
| | |
| | 13. PROPOSED EGRESS OPTION TO BANYAN BLVD NEED TO BE |
| | APPROVED BY CITY'S TRANSPORTATION ENGINEER; |
| | |
| | 17. DRAINAGE CALCULATIONS IS REVIEWED BY CITY'S |
| | STORMWATER ENGINEER TRACY WARD AND COMMENTS ARE |
| | PROVIDED SEPARATELY UNDER STORMWATER REVIEWS; |
| | |
| | FOLLOWING NEW COMMENTS APPLIES TO THE REVISED TO WATER |
| | AND SANITARY SEWER PLANS AS WELL AS SANITATION/GARBAGE |
| | COLLECTION: |
| | |
| | 1. FOR SANITATION/GARBAGE COLLECTION CONTACT THE CITY'S |
| | PUBLIC WORKS DEPARTMENT. FINAL APPROVED SITE PLANS NEED |
| | TO SHOW PROPOSED SANITATION COLLECTION PLANS AND |
| | DETAILS; AND WILL NEED APPROVAL FROM PETER BIENIEK, |
| | PUBLIC WORKS DIRECTOR; |
| | |
| | 2. SHOW EXISTING FIRE HYDRANT NEAREST TO THE SITE. A |
| | FIRE HYDRANT FLOW TEST DATA FROM EXISTING FIRE HYDRANT |
| | WILL BE REQUIRED PART OF THE PLAN SUBMITTAL; |
| | |
| | 3. ALL PROPOSED FIRE DEPARTMENT CONNECTIONS SHALL BE |
| | WITHIN 150 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. |
| | |
| | 4. PLACEMENT OF THE PROPOSED METER, BACKFLOW PREVENTER, |
| | DCDA ETC. SHALL BE INSTALLED PER THE CITY'S STANDARD |
| | DETAILS. THEY SHALL NOT BE INSIDE THE BUILDING |
| | ENCLOSURE. 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; |
| | |
| | 5. IN THE FINAL PLANS, 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 SOFTDIGS AND PROVIDE ALL UTILITY CROSSING |
| | INFORMATION; |
| | |
| | 6. 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; |
| | |
| | 7. IN THE REVISED PLANS PROPOSED MANHOLE MH#2 IS SHOWN |
| | TO BE PRIVATE AND CITY'S 'POINT-OF-SERVICE' AT THE SAME |
| | TIME. CITY'S 'POINT-OF-SERVICE' SHALL BE MH#1 I.E. |
| | WITHIN THE RIGHT-OF-WAY AND NOT INSIDE PRIVATE |
| | PROPERTY; |
| | |
| | 8. IN THE FINAL PLANS, SHOW PROFILE FOR PROPOSED |
| | SANITARY SEWER WITH GROUND ELEVATIONS ABOVE THE PIPE; |
| | |
| | 9. THERE ARE EXISTING WATER METER AND CONNECTIONS FOR |
| | THE SITE ON BANYAN BLVD. 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-INCH |
| | DIAMETER WILL BE REMOVED. PLEASE LABEL PIPE SIZE AND |
| | MATERIAL AND ADD NOTES TO THE UTILITY PLANS |
| | ACCORDINGLY; |
| | |
| | 10. EXISTING SEWER SERVICE CONNECTIONS SERVING THE |
| | PROPERTY, IF NOT USED, ARE TO BE CUT AND CAPPED AT THE |
| | MAIN; |
| | |
| | 11. EXISTING SANITARY SEWER MH TO BE REHABBED PER |
| | CITY'S REQUIREMENTS; |
| | |
| | 12. FOR THE FINAL UTILITY 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 |
| | |
| | 13. SUBMITTAL OF MAINTENANCE OF TRAFFIC (MOT) FOR WORK |
| | WITHIN THE RIGHT-OF-WAY WILL BE REQUIRED AT THE |
| | PRE-CONSTRUCTION MEETING. |
| | |
| | MOSTAQUE KHAN, P.E. |
| | LAND DEVELOPMENT ENGINEER |
| | [email protected] |
| | 561-494-1124 (OFFICE) |
| | |
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