| Date |
Text |
| 2020-02-12 08:25:49 | 1. PREVIOUS COMMENTS NOT ADDRESSED. |
| | 2. AN ENGINEERING SUBMITTAL WAS MADE PRIOR TO SITE PLAN |
| | APPROVAL. SEE ADDITIONAL COMMENTS FROM MARK HURLEY W/ |
| | CUSTOMER SERVICE, TRACY WARD AND RICK ROSSANO. PLEASE |
| | ADDRESS ALL COMMENTS IN WRITING AT NEXT SUBMITTAL. |
| | THESE WERE SENT TO THOMAS ENG. ON 2/6. |
| | 3. FOR PLANNING - WHAT IS THE ALLOWABLE CANOPY |
| | ENCROACHMENT IN DATURA? HOW IS THIS CANOPY TO BE |
| | SUPPORTED? |
| | |
| | |
| | |
| | .FROM: RICK ROSSANO |
| | SENT: THURSDAY, FEBRUARY 06, 2020 1:28 PM |
| | TO: DANIELA MARTINAT ; JASON |
| | GUNTHER |
| | CC: MARK HURLEY ; MANUEL GONZALEZ |
| | ; TRACY WARD |
| | SUBJECT: COMMENTS FOR ENGINEERING PERMIT E20010032 - |
| | 401 DATURA STREET, SENIOR APARTMENTS |
| | |
| | PLEASE FIND ENCLOSED COMMENTS FOR THE SUBJECT PROJECT |
| | FOR YOUR USE: |
| | |
| | COMMENTS FROM MARK HURLEY, CUSTOMER SERVICE SUPERVISOR, |
| | WPB PUBLIC UTILITIES, 561-822-2262, [email protected] |
| | |
| | -FIRE HYDRANT NEAR SE INTERSECTION SAYS ?RELOCATED?, |
| | BUT NOT KNOWN WHERE IT IS RELOCATED FROM. WHY DOES FIRE |
| | HYDRANT NEED TO BE RELOCATED INSTEAD OF EXTRA ONE |
| | ADDED? |
| | |
| | -EXISTING FIRE HYDRANT MISSING FROM SW INTERSECTION |
| | LARGE PLAN. |
| | |
| | -4 IN. DOMESTIC METER NEEDS TO BE ABOVE-GROUND |
| | INSTALLED USING SD WS-8 INSTEAD OF UNDERGROUND VAULT |
| | INSTALLED. |
| | |
| | -NEED TO HAVE ARROW POINTING FROM "4 IN. LEAD FREE RPZ" |
| | TO THE BACKFLOW ASSEMBLY ICON ON THE PLAN. ALSO ADD "WS |
| | 7". |
| | |
| | -PLAN NOT SHOWING THE NEW WATER SERVICES ON DATURA |
| | WATER MAIN THAT FEED 499 EVERNIA ST. |
| | |
| | -SEE SOME NOTES THAT SAY "CAP WATER SERVICE AT MAIN". |
| | IF THOSE ARE WATER SERVICES WITH AN ASSOCIATED METER |
| | BOX NEED SHOW ON PLAN WHERE BOX IS AND ADD NOTE TO HAVE |
| | BOX REMOVED. NEED ALSO PUT WHAT HAPPENING TO OLD |
| | SERVICE LINE (REMOVED?) |
| | -NEED ARROW POINTING FROM 1 1/2 INCH RPZ TO THE ICON ON |
| | PLAN. ADD "WS 11" |
| | |
| | -SERVICE PIPING FOR 1 1/2 WATER SERVICE NOT LABELED |
| | WITH SIZE AND PIPE MATERIAL. ADD "WS 1" TO METER LABEL. |
| | |
| | -SERVICE PIPING AFTER 12 IN. X 4 IN. TAP NOT LABELED |
| | WITH SIZE AND PIPE MATERIAL. 4 IN. TAP WILL BE FEEDING |
| | 4 IN. METER AND 1.5 IN. METER -> IS THAT TAP SIZE |
| | SUFFICIENT? |
| | |
| | -THE NEW WATER SERVICES HAVE PIPING THAT IS CROSSING |
| | EACH OTHER IN MULTIPLE LOCATIONS. CAN THE PIPING BE |
| | ADJUSTED SO THAT CROSSINGS ARE ELIMINATED? |
| | |
| | -RECOMMEND PARALLEL BACKFLOW ASSEMBLIES ON DOMESTIC |
| | WATER SERVICE TO ELIMINATE OUTAGES FOR CUSTOMER DURING |
| | BACKFLOW MAINTENANCE. |
| | |
| | -CAN POINT OF SERVICE GV FOR THE 6 IN. FIRE LINE BE |
| | RELOCATED SLIGHTLY NORTH INTO UE TO BE OUT OF FOOT |
| | TRAFFIC? |
| | |
| | -AFTER 4 IN. TAP THERE ARE TWO ICONS FOR GV?S. IS THAT |
| | CORRECT? |
| | |
| | -DO NOT SEE IRRIGATION USE IN THE DEMAND CHART. DOES IT |
| | NEED TO BE INCLUDED IN THE CHART? |
| | |
| | -LOOKS TO BE A LIGHT POLE TOO CLOSE TO FIRELINE WATER |
| | SERVICE. SHOULD BE 5 FEET AWAY FROM EACH OTHER. |
| | |
| | -POINT OF SERVICES LABEL INCORRECT ON DETAIL A. |
| | |
| | -ON THE NW AREA OF PLAN THERE ARE TWO SETS OF DOORS |
| | THAT OPEN OUTWARD INTO THE ROADWAY. DID NOT KNOW IF |
| | THAT IS SAFE? |
| | |
| | -IT IS VERY HARD TO SEE THE BOUNDARIES OF THE NEW |
| | UTILITY EASEMENT -> NEED TO MAKE CLEARER. |
| | |
| | |
| | THE FOLLOWING COMMENTS ARE PER TRACY L. WARD, P.E., |
| | CITY OF WPB SENIOR STORMWATER ENGINEER: |
| | |
| | 1. THE PROPOSED GRADING OF THE ALLEY WILL TRAP WATER ON |
| | THE PROPERTY ON THE NORTH SIDE OF THE ALLEY. |
| | 2. THE SIDEWALK AT THE WEST END OF THE ALLEY SHOULD BE |
| | CONSTRUCTED OF CONCRETE INSTEAD OF BEING REPLACED WITH |
| | ASPHALT. |
| | 3. ADD MORE PRB?S IN THE DRAINAGE STRUCTURES UPSTREAM |
| | OF THE EXFILTRATION TRENCHES TO EXTEND THE LIFE OF THE |
| | TRENCHES. |
| | 4. THE EXFILTRATION EQUATION USED IN THE DRAINAGE |
| | CALCULATIONS IS NOT APPROPRIATE FOR THE LAYOUT OF THE |
| | TRENCHES. THE TRENCHES ARE ONLY SEPARATED BY 3 FEET AND |
| | EACH TRENCH WILL AFFECT THE FLOW RATE THROUGH THE SIDE |
| | OF THE ADJACENT TRENCH. |
| | 5. PROPOSED SPOT GRADES OUTSIDE THE SOUTH AND WEST |
| | SIDES OF THE BUILDING ARE HIGHER THAN THE PROPOSED |
| | FINISHED FLOOR ELEVATION. SECTIONS A-A AND D-D ON SHEET |
| | C-07 DO NOT REFLECT THIS. THERE APPEAR TO BE DOOR |
| | OPENINGS ON THE WEST SIDE OF THE BUILDING. |
| | 6. DIMENSION THE LOW SPOT OF THE ALLEY IN SECTION C-C |
| | ON SHEET C-07. STAFF IS UNCLEAR IF THE NOTE LOW SPOT IS |
| | CENTER OF ALLEY REFERS TO THE CENTER OF THE PROPOSED 20 |
| | FT. ALLEY OR THE CENTER OF THE ALLEY R/W. |
| | 7. IN SECTION C-C ON SHEET C-07 PROVIDE A DIMENSION FOR |
| | THE DISTANCE BETWEEN THE ALLEY R/W LINE AND THE SOUTH |
| | EDGE OF PAVEMENT. |
| | |
| | WITH REGARDS, |
| | TRACY L. WARD, P.E. |
| | SENIOR STORMWATER ENGINEER |
| | CITY OF WEST PALM BEACH |
| | ENGINEERING SERVICES DEPARTMENT |
| | 401 CLEMATIS ST., 4TH FLOOR |
| | WEST PALM BEACH, FL 33401 |
| | PHONE: 561-494-1120 |
| | FAX: 561-494-1116 |
| | CELL 561-351-0510 |
| | [email protected] |
| | |
| | |
| | THE FOLLOWING COMMENTS ARE PER RICK ROSSANO, PROJ. |
| | COORDINATOR, ENG. SERVICES: |
| | |
| | PLEASE CLEARLY LABEL 12 IN. WATER MAIN WITH PIPE SIZE & |
| | MATERIAL. |
| | |
| | PLEASE ADD FIRE FLOW DEMANDS. |
| | |
| | PLEASE PROVIDE PERVIOUS/IMPERVIOUS CALCULATIONS TO |
| | DRAINAGE SHEET. |
| | |
| | PLEASE UPDATE STANDARD DETAIL GC-6. |
| | |
| | |
| | THANKS, |
| | |
| | RICK ROSSANO |
| | PROJECT COORDINATOR |
| | WPB ENGINEERING SERVICES |
| | 401 CLEMATIS STREET, 4TH FLOOR |
| | WEST PALM BEACH, FL 33401 |
| | (MAILING ADDRESS: P.O. BOX 3366, ZIP 33402) |
| | MAIN PHONE: (561) 822-1200 |
| | DIRECT: (561) 494-1098 |
| | CELL: (561) 246-9525 |
| | FAX: (561) 494-1116 |
| | EMAIL: [email protected] |
| | WWW.WPB.ORG/ENGINEERING |
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