| Date |
Text |
| 2016-05-10 15:40:56 | CITY OF WEST PALM BEACH |
| | ENGINEERING DEPARTMENT |
| | |
| | THE FOLLOWING COMMENTS MUST BE ADDRESSED PRIOR TO |
| | ISSUANCE OF CONSTRUCTION AUTHORIZATION INCLUDING |
| | BUILDING PERMITS AND ENGINEERING DEVELOPMENT APPROVAL. |
| | |
| | 1. PLEASE SUBMIT ESTIMATES FOR THE PEAK POTABLE WATER |
| | DEMAND, SANITARY SEWER FLOW, AND SOLID WASTE COLLECTION |
| | YARDAGE. |
| | |
| | 2. DETAILS SHEETS WILL NEED TO UTILIZE STANDARD CITY OF |
| | WEST PALM BEACH DETAILS, WHICH MAY BE DOWNLOADED AT |
| | HTTP://WPB.ORG/ENGINEERING/FORMS-AND-PUBLICATIONS/ |
| | |
| | 3. THE PROPOSED CONSTRUCTION FALLS WITHIN A FLOOD PRONE |
| | AREA. CONSIDER RAISING THE FINISHED FLOOR ELEVATION TO |
| | 12 TO 18 INCHES ABOVE THE ROAD CROWN. |
| | |
| | 4. THE PROPERTY FALLS WITHIN SUB-BASIN 30 OF THE C-51 |
| | BASIN. PLEASE DEMONSTRATE THE PROJECT MEETS THE |
| | CRITERIA FOR DEVELOPMENT WITHIN THIS AREA (RULE 40E-41 |
| | FLORIDA ADMINISTRATIVE CODE). GENERALLY, PROJECTS ARE |
| | REQUIRED TO PROVIDE COMPENSATING STORAGE FOR ALL FILL |
| | PLACED WITHIN THE BASIN. |
| | |
| | 5. THE ?PERIMETER? BERM DETAIL ACTUALLY JUST SHOWS THE |
| | EDGE OF THE FILL PROPOSED TO BE PLACED ON THE LOT. |
| | PLEASE EXPLAIN HOW WATER QUALITY TREATMENT AND STORM |
| | ATTENUATION WILL BE PROVIDED PRIOR TO DISCHARGE |
| | OFF-SITE. |
| | |
| | 6. PRELIMINARY, UPDATED FEMA FLOOD INSURANCE MAPS ARE |
| | AVAILABLE AT HTTP://WWW.CO.PALM-BEACH.FL.US/NEWSROOM/08 |
| | 14/08-26-14-FLOOD_MAPS.HTM. PLEASE REVIEW THE MAPS AND |
| | VERIFY THAT THE NEW MAPS 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. PLEASE REVISE THE PLANS TO INCLUDE THE CITY OF WEST |
| | PALM BEACH GARBAGE RECEPTACLE DETAIL. MINIMUM |
| | DIMENSIONAL REQUIREMENTS ARE LISTED IN SECTION |
| | 94-444(B) OF THE CODE OF ORDINANCES. CITY STANDARD |
| | DETAIL GC-8 MAY BE DOWNLOADED AT HTTP://WPB.ORG/ENGINEE |
| | RING/ENGINEERING-SERVICES/ENGINEERING-STANDARDS/ |
| | |
| | 9. PLEASE INCLUDE MILLING AND RESURFACING OF CLARE |
| | AVENUE FOR THE ENTIRE PROPERTY FRONTAGE ON THE |
| | CONSTRUCTION PLANS. |
| | |
| | 10. EXISTING UTILITY SERVICE LINES, IF NOT UTILIZED BY |
| | THE SITE REDEVELOPMENT, ARE TO BE REMOVED BACK TO THE |
| | MAIN. (SECTION 2.23 OF THE CITY RIGHT OF WAY |
| | CONSTRUCTION STANDARDS MANUAL) PLEASE ADD THE |
| | APPROPRIATE NOTES TO THE CONSTRUCTION PLAN. |
| | |
| | 11. PLEASE PROVIDE THE FIRE HYDRANT FLOW TEST DATA FROM |
| | EXISTING FIRE HYDRANT ON CLARE AVENUE. |
| | |
| | 12. IF THE PROPOSED FIRE HYDRANT IS INTENDED TO BE |
| | OWNED BY THE CITY, PLEASE RELOCATE THE HYDRANT ADJACENT |
| | TO THE RIGHT OF WAY. |
| | |
| | 13. PLEASE MOVE THE PROPOSED 6" DDCV CLOSER TO THE |
| | POINT OF CONNECTION / RIGHT-OF-WAY. THE DDCV ASSEMBLY |
| | SHALL BE LEAD FREE. |
| | |
| | 14. PLEASE CHANGE "PROP 8"X6" TAPPING SADDLE & 6" GATE |
| | VALVE" NOTE TO READ "PROP 8"X6" TAPPING VALVE AND |
| | SLEEVE" |
| | |
| | 15. THE MINIMUM COVER OF NEW WATER MAIN IS 36". WHAT IS |
| | THE COVER FOR THE PROPOSED 6" DIP WATER MAIN? PLEASE |
| | PROVIDE SOFTDIG INFORMATION OF EXISTING WATER MAIN, IF |
| | AVAILABLE. |
| | |
| | 16. PLEASE PROVIDE PROFILE OF THE PROPOSED 6" WM FROM |
| | THE TAP/POINT OF CONNECTION TO THE METER VAULT. PLEASE |
| | CALL OUT THE POINT OF SERVICE (WATER). |
| | |
| | 17. THE CITY'S STANDARD WATER SERVICE SIZES ARE EITHER |
| | 1" OR 2". PLEASE REVISE THE PROPOSED 1.5" WATER SERVICE |
| | ACCORDINGLY. |
| | |
| | 18. PLEASE LABEL THE SIZE AND MATERIAL OF EXISTING |
| | IRRIGATION SERVICE LINE. |
| | |
| | 19. RECORD INFORMATION INDICATES THAT THE EXISTING |
| | SANITARY SEWER ON CLARE AVENUE IS 8" VCP, NOT PVC. |
| | PLEASE MODIFY THE UTILITY PLAN AND UTILITY CROSSING |
| | SCHEDULE TO REFLECT THE CORRECT PIPE MATERIAL. |
| | |
| | 20. PLEASE ADD A NEW SEWER CLEAN-OUT BEHIND THE ROADWAY |
| | RIGHT OF WAY AND CALL OUT THE POINT OF SERVICE (SEWER). |
| | CCTV RECORD (VIDEO AND TV LOG) OF THE EXISTING SAN |
| | SEWER MAIN AND NEW SAN SEWER LATERAL WILL BE REQUIRED |
| | AS PART OF THE PROJECT CLOSE-OUT SUBMITTAL; |
| | |
| | GENERAL COMMENTS |
| | |
| | 1. A UNITY OF TITLE IS IN THE PROCESS OF BEING |
| | RECORDED. |
| | |
| | 2. THE CITY IS IN THE PROCESS OF EVALUATING THE |
| | CONDITION OF THE EXISTING SANITARY LINE ALONG CLARE |
| | AVENUE. THIS INFORMATION SHOULD BE INCORPORATED INTO |
| | THE FINAL UTILITY DESIGN. |
| | |
| | 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/ENGINEERING/FORMS-AND-PUBLICATIONS/ |
| | |
| | 2. 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. |
| | |
| | 3. A SEPARATE SUBMITTAL WILL BE REQUIRED TO THE |
| | ENGINEERING DIVISION OF THE PUBLIC WORKS DEPARTMENT FOR |
| | PLAT APPROVAL. PLEASE CONTACT VINCE NOEL AT |
| | [email protected] TO GET A COPY OF THE PLAT APPLICATION. |
| | FINAL PLAT APPROVAL WILL BE BASED ON THE APPROVED SITE |
| | PLAN. |
| | |
| | KELLY CRANFORD, P.E. |
| | CAPITAL IMPROVEMENT PLAN MANAGER |
| | [email protected] |
| | 561-494-1098 (OFFICE) |
| | |
| | VINCE NOEL, PSM |
| | CITY SURVEYOR / REAL ESTATE SUPERVISOR |
| | [email protected] |
| | 561-494-1096 |
| | |
| | TRACY WARD, PE |
| | SENIOR STORMWATER ENGINEER |
| | 561-494-1120 |
| | [email protected] |
| | |
| | LAURA LE, PE |
| | PUBLIC UTILITIES ENGINEER |
| | 561-494-1093 |
| | [email protected] |
| | |
| |
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