| 2016-11-16 15:25:50 | THE FOLLOWING COMMENTS MUST BE ADDRESSED PRIOR TO |
| | ISSUANCE OF CONSTRUCTION AUTHORIZATION INCLUDING |
| | BUILDING PERMITS AND ENGINEERING DEVELOPMENT APPROVAL: |
| | |
| | FOLLOWING COMMENT WAS MADE DURING PPRC (6/17/2016) BY |
| | OUR TRAFFIC ENGINEERING GROUP THAT NEED TO BE ADDRESSED |
| | PRIOR TO PLAN APPROVAL: |
| | 1. THE PRIVE SUITE PROJECT IS PROPOSING TO CHANGE 2ND |
| | STREET FROM SAPODILLA AVE. TO ROSEMARY AVE. FROM |
| | ONE-WAY TO TWO-WAY. CITY?S ENGINEERING DEPARTMENT |
| | RECOMMENDS THAT CHANGE DIRECTION BE DONE FOR THIS |
| | ENTIRE BLOCK. PLEASE SUBMIT PLANS SHOWING PROPOSED |
| | INTERSECTION IMPROVEMENTS FOR 2ND STREET AT SAPODILLA |
| | AVE. TO MAKE IT A TWO-WAY STREET. |
| | |
| | FOLLOWING ARE THE GENERAL COMMENTS ON THE PLANS |
| | SUBMITTED ON 11/07/2016: |
| | 2. PLEASE ATTACH A FULL SIZE SURVEY TO THE SET OF PLANS |
| | ON THE NEXT SUBMITTAL; |
| | 3. SHOW RIGHT-OF-WAY LINES (LABEL THEM) ON ALL THE |
| | PLANS I.E. GRADING/DRAINAGE PLAN; WATER/SEWER PLANS; |
| | 4. SUBMIT THE UPDATED ?AUTO-CALC CERTIFIED COST |
| | ESTIMATE? WITH ENGINEER?S SIGNATURE AND SEAL, IF |
| | QUANTITIES HAVE CHANGED; |
| | 5. PLEASE INCLUDE THE LATEST VERSION (UPDATED IN 2016) |
| | OF ALL THE APPLICABLE CITY OF WEST PALM BEACH STANDARD |
| | DETAILS TO THE APPLICABLE DETAILS SHEETS. 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 |
| | 6. IT IS NOT CLEAR FROM THE PLANS WHAT THE SANITATION |
| | PLANS FOR THIS DEVELOPMENT IS? PLEASE PROVIDE SOLID |
| | WASTE YARDAGE CALCULATION ON THE PLANS AS PART OF THE |
| | FINAL DESIGN TO VERIFY THAT THE DESIGN INCLUDES |
| | APPROPRIATE NUMBER AND SIZE OF DUMPSTERS/GARBAGE |
| | RECEPTACLES. PLEASE SHOW LOCATION ON THE PLAN IF A |
| | COMPACTOR IS PROPOSED TO REDUCE THE YARDAGE OF WASTE |
| | THAT WILL NEED TO BE COLLECTED; |
| | 7. 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/ |
| | 8. 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; |
| | 9. 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; |
| | 10. VISIBILITY TRIANGLE SHALL BE 20?X20? PER CITY OF |
| | WEST PALM BEACH, CODE OF ORDINANCES, SEC. 94-305E. |
| | 11. SEPARATE MAINTENANCE AGREEMENTS WILL BE REQUIRED |
| | FOR NON-STANDARD ELEMENTS (TREES AND TREE GRATES, |
| | PRIVATE SIDEWALK ADJACENT TO CITY?S TYPICAL SIDEWALK, |
| | PAVERS ETC. |
| | |
| | FOLLOWING ARE THE COMMENTS ON GRADING AND DRAINAGE |
| | PLANS (SHEET C-1 THROUGH C-3): |
| | 12. USE 12? DIAMETER AT A MINIMUM FOR ONSITE STORM |
| | DRAINS. SMALLER PIPES THAN THIS TEND TO CLOG EASILY. |
| | 13. INSTALL CLEANOUTS/JUNCTION STRUCTURES AT THE |
| | HORIZONTAL BEND OF THE STORM DRAINS (E.G. TWO TO THE |
| | NORTH OF THE INLET C-1 AND ONE AT THE JUNCTION INSIDE |
| | THE EXFILTRATION TRENCH). |
| | 14. SHOW EXISTING AND PROPOSED (?) ELEVATIONS/GRADES ON |
| | THE ALLEY NORTH OF THE PROPOSED DEVELOPMENT. |
| | 15. SHOW FFE (FINISHED FLOOR ELEVATION) FOR THE |
| | BUILDING. |
| | 16. REVISE STORM DRAINAGE CALCULATIONS TO SHOW PRE AND |
| | POST PEAK VOLUME AND FLOW RATE. PROVIDE CALCULATIONS TO |
| | VALIDATE PEAK ATTENUATIONS. |
| | 17. PLEASE SHOW LOCATIONS OF ROOF DRAINS AND INDICATE |
| | WHERE THE DISCHARGE WILL BE DIRECTED. RUNOFF VELOCITY |
| | AND VOLUME SHOULD NOT EXCEED EXISTING CONDITIONS; |
| | |
| | FOLLOWING ARE THE COMMENTS ON WATER AND SEWER PLANS |
| | (SHEET C-4 THROUGH C-6): |
| | 18. RESEARCH, OBTAIN, AND ADD ALL UTILITY INFORMATION |
| | (FRANCHISE AND CITY-OWNED) WITHIN THE PROJECT LIMITS TO |
| | THE UTILITY PLAN. LABEL ALL EXISTING UTILITY PIPE SIZE |
| | AND MATERIAL; |
| | 19. PERFORM SOFTDIGS DATA AND 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; |
| | 20. SHOW LIMITS OF PAVEMENT RESTORATION (ON THE |
| | WATER/SEWER PLAN) FOR WORK ON 2ND STREET, N. ROSEMARY |
| | AVE. AND THE ALLEY WAY WHERE UTILITY CONNECTIONS AS |
| | WELL AS OTHER IMPROVEMENTS ARE PROPOSED; |
| | 21. SHOW SANITARY SEWER INVERTS IN THE EXISTING MANHOLE |
| | ON N. ROSEMARY AVE. WHERE THE PROPOSED SEWER FROM THE |
| | ALLEY WILL BE TYING INTO; |
| | 22. SHOW DIRECTION OF FLOW FOR THE EXISTING SANITARY |
| | SEWER ON N. ROSEMARY AVE.; |
| | 23. SHOW A PROFILE FOR THE PROPOSED SANITARY SEWER IN |
| | THE ALLEY WITH GROUND ELEVATIONS ABOVE THE PIPE; |
| | 24. PLEASE VERIFY THAT NO SEWER SERVICES ARE CUT OFF TO |
| | THE LOTS NORTH OF THE ALLEY. SHOW SERVICE CONNECTIONS |
| | TO THOSE LOTS FROM THE PROPOSED 8? SANITARY SEWER; |
| | 25. PROPOSED SANITARY SEWER MANHOLE IN THE ALLEY SHALL |
| | BE PER CITY?S STANDARD. INCLUDE A DETAIL FOR ?TYPICAL |
| | MANHOLE? (GS-1); |
| | 26. ON SHEET C-4, EXISTING SANITARY SEWER LINE TO THE |
| | NORTH OF THE EXISTING MANHOLE ON N. ROSEMARY AVE., IS |
| | SHOWN TO BE 8? WHEREAS TO THE SOUTH IT IS 30?. WHICH |
| | ONE IS CORRECT? ALSO SHOW THIS PIPE AT THE CORRECT |
| | LOCATION ON THE UTILITY PLANS; |
| | 27. THE MINIMUM COVER OF NEW WATER MAIN IS 36 INCHES. |
| | PLEASE PROVIDE PROFILE OF THE PROPOSED 4-INCH WATER |
| | SERVICE FROM THE POINT OF CONNECTION TO THE METER |
| | VAULT; |
| | 28. EXISTING WATER AND SEWER LINES ON 2ND STREET AND N. |
| | ROSEMARY AVE., AS SHOWN ON THE PLAN SHEET C-4 DO NOT |
| | SEEM TO BE AT THE CORRECT LOCATIONS. PLEASE VERIFY THE |
| | EXACT LOCATIONS WITH SOFTDIGS |
| | INFORMATION/SURVEY/AS-BUILT DRAWINGS (AVAILABLE FROM |
| | THE CITY?S ENGINEERING DEPARTMENT). SHOW ALL EXISTING |
| | WATER DISTRIBUTION SYSTEM IN THE PROJECT VICINITY |
| | INCLUDING PIPE CONNECTIVITY, IN-LINE VALVES, FH AND |
| | HYDRANT VALVES, EXISTING WATER SERVICES, METER BOXES, |
| | ETC. FOR CONSTRUCTION COORDINATION PURPOSES (SYSTEM |
| | SHUTDOWNS, ETC.); |
| | 29. 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 HAS TO BE ACCESSIBLE; |
| | 30. EXISTING WATER SERVICE CONNECTIONS SERVING THE |
| | PROPERTY, BY THE SITE REDEVELOPMENT, ARE TO BE CUT AND |
| | CAPPED AT THE MAIN AND REMOVED IF LARGER THAN 2 INCHES |
| | IN DIAMETER. PLEASE LABEL PIPE SIZE AND MATERIAL |
| | ACCORDINGLY AND ADD THE APPROPRIATE NOTES ON THE WATER |
| | & SEWER PLAN; |
| | 31. FOR PROPOSED WATER CONNECTIONS. USE CUT-IN TEE AND |
| | VALVE IN LIEU OF TAPPING VALVE AND SLEEVE; |
| | 32. CALL OUT POINT OF SERVICE FOR WATER AND SEWER; |
| | 33. SUBMIT SIGNED & SEALED ENGINEER/MEP WATER |
| | CALCULATIONS (AVERAGE AND PEAK) TO VALIDATE METER |
| | SIZING/SELECTION AND SERVICE SIZING. SHOW THESE |
| | CALCULATIONS ON THE PLAN SHEET AS WELL; |
| | 34. SUBMIT SIGNED & SEALED ENGINEER/MEP SANITARY SEWER |
| | CALCULATION (AVERAGE AND PEAK). SHOW THESE CALCULATIONS |
| | ON THE UTILITY PLAN SHEET AS WELL; |
| | 35. PROVIDE/SHOW ON THE PLANS THE FIRE DEMAND FOR THE |
| | PROPOSED DEVELOPMENT; |
| | 36. PLEASE PROVIDE THE FIRE HYDRANT FLOW TEST DATA FROM |
| | EXISTING FIRE HYDRANT; |
| | 37. 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; |
| | 38. CCTV RECORD (VIDEO AND TV LOG) OF THE EXISTING |
| | SANITARY SEWER MAIN (FULL LENGTH FROM MH TO MH) AND NEW |
| | SANITARY SEWER LATERAL WILL BE REQUIRED AS PART OF THE |
| | PROJECT CLOSE-OUT SUBMITTALS; |
| | 39. PLEASE NOTE ON THE PLANS 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 |
| | 40. 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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| | |
