| Date |
Text |
| 2021-04-08 17:46:36 | Z21010014 - PB MEDICAL - 6910 S DIXIE? 4-7-2021 RESUB |
| | |
| | COMMENTS PER RICK ROSSANO, PROJECT COORDINATOR, |
| | ENGINEERING SERVICES DEPARTMENT DIRECT: (561) 494-1098 |
| | [email protected] |
| | |
| | 1. PROVIDE CALCULATIONS ON PLANS OF EXISTING AND |
| | PROPOSED DEMANDS FOR WATER & SEWER (AVERAGE, MAXIMUM |
| | AND PEAK) AND FIRE FLOW DEMANDS. CALCULATIONS SHALL BE |
| | PER FAC 64E-6 FOR SEWER AND PER FAC 64-E.008 FOR WATER. |
| | 2. PROVIDE CCTV VIDEO OF EXISTING SANITARY SEWER IN |
| | ALLEY. (CCTV IS CONDITION OF SITE PLAN APPROVAL). |
| | 3. PLEASE PROVIDE ENLARGED VIEW ON PLANS OF PROPOSED |
| | LOCATION OF WATER METER AND BACKFLOW PREVENTION. |
| | 4. COORDINATE WITH MARK HURLEY, FIELD CUSTOMER SERVICE |
| | SUPERVISOR WITH CITY OF WPB PUBLIC UTILITIES, REGARDING |
| | PLACEMENT OF BACKFLOW DEVICES AND WATER METERS. CONTACT |
| | HIM AT 561-494-2262 OR [email protected] |
| | 5. FOR ENGINEERING SUBMITTAL, SHOW PAVEMENT RESTORATION |
| | AT SCALE PER STANDARD DETAIL GC-8. |
| | |
| | THE FOLLOWING COMMENTS ARE FROM MARK HURLEY, FIELD |
| | CUSTOMER SERVICE SUPERVISOR, WPB PUBLIC UTILITIES, |
| | PLEASE CONTACT 561-494-2262 OR [email protected]: |
| | |
| | PLEASE RESPOND TO THE COMMENTS BELOW IN WRITING THAT |
| | WERE FROM PRIOR SUBMITTAL REVIEW: |
| | |
| | -EXISTING BACKFLOW ASSEMBLY FOR DOMESTIC WATER DOES NOT |
| | APPEAR TO BE LEAD-FREE COMPLIANT. RECOMMEND REPLACING |
| | TO LEAD-FREE COMPLIANT ASSEMBLY. |
| | -PROPOSED FIRELINE WATER SERVICE LOCATION IS ONLY |
| | ACCEPTABLE IF ALLEY R/W VACATION REQUEST IS APPROVED. |
| | -PAVEMENT RESTORATION BOUNDARIES ON BREVARD AVE FOR THE |
| | UTILITY WORK APPEARS TO BE SMALLER THAN REQUIRED |
| | DIMENSIONS OUTLINED IN THE PAVEMENT RESTORATION |
| | STANDARD DETAILS. |
| | -ENGINEERING PLAN SHOULD HAVE DATUM INFORMATION AND |
| | CONVERSION EQUATION. |
| | -ADD WATER DEMAND CALCULATIONS TO ENGINEERING PLAN |
| | ALONG WITH THE EXISTING WATER METER AND WATER SERVICE |
| | SIZE. |
| | -PROPOSED UTILITY EASEMENT IS NOT LABELED ON |
| | ENGINEERING PLAN. |
| | -FOR FORMAL ENGINEERING SUBMITTAL, PLEASE ADD PROPERTY |
| | ADDRESS TO ENGINEERING PLAN AND ADD NOTE THAT BACKFLOW |
| | ASSEMBLIES NEED 18INCHES CLEARANCE AROUND THEM. ALSO |
| | LABEL FIRELINE GATE VALVE - (FIRELINE POINT OF |
| | SERVICE), AND SHOW FRANCHISE UTILITIES NEAR FIRELINE |
| | TAP. |
| | -WILL IRRIGATION WATER BE USED FROM EXISTING WATER |
| | SERVICE OR WILL ANOTHER WATER SERVICE BE NEEDED? |
| | |
| | NEW COMMENTS (PLEASE RESPOND IN WRITING): |
| | |
| | -BACKFLOW ASSEMBLIES MUST BE LOCATED ON PRIVATE |
| | PROPERTY AND MAY NOT EXTEND INTO UTILITY EASEMENTS OR |
| | RIGHT OF WAYS. |
| | -DDCV LOCATION IS EXCESSIVELY FAR FROM PROPERTY LINE |
| | STANDARDS. WOULD LIKE TO REVIEW ALTERNATE LOCATIONS |
| | WITH PLAN DESIGNER. |
| | -DID NOT SEE ANY TREES ON PLANS, BUT COULD NOT FIND A |
| | DEDICATED LANDSCAPING PLAN IN SUBMITTAL PACKAGE. IS |
| | THERE SEPARATE LANDSCAPING PLAN, AND ARE THERE ANY |
| | CONFLICTS BETWEEN UTILITIES AND TREES? |
| | -FOR FORMAL ENGINEERING SUBMITTAL: LABEL THE DOMESTIC |
| | WATER SERVICE LINE PIPE WITH MATERIAL TYPE AND SIZE, |
| | LABEL THE PIPING BETWEEN THE WATER METER AND BACKFLOW |
| | ASSEMBLY AND MAKE SURE IT COMPLIES WITH SMALL BACKFLOW |
| | ASSEMBLY STANDARD DETAIL, ADD WATER METER SIZE TO |
| | LABEL. |
| | -PLEASE LABEL 8 INCH SAN PIPE ON SITE AS PRIVATE OR |
| | CITY. IF WILL BE CITY-OWNED, THEN SHOW AND LABEL |
| | PROPOSED UTILITY EASEMENT FOR IT. |
| | -I COULD NOT FIND RECORD OF EAST-WEST COMPONENT OF 8 |
| | INCH SAN PIPE ON SITE AS SHOWN ON UTILITY PLAN. PLEASE |
| | VERIFY PLAN SHOWS IT CORRECTLY. |
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