| 2015-07-21 09:49:08 | PLEASE RESPOND TO COMMENTS IN WRITING: |
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| | #1 ALL WATER SERVICES AND WATERMAINS COMING INTO THE |
| | PROPERTY MUST BE CUT AND CAP BACK AND BE RESTRAINT AT |
| | THE MAIN. |
| | #2 A SANITARY SEWER CLEAN-OUT WILL BE REQUIRED AT THE |
| | PROPERTY LINE. |
| | #3 PROPOSED SANITARY SEWER LATERAL WILL HAVE LESS |
| | OBSTRUCTIONS IF TIED INTO THE EXISTING 6IN. LATERAL |
| | SANITARY DISCHARGING INTO 12IN. SANITARY SEWER LINE AT |
| | DIXIE HIGHWAY. THIS WOULD AVOID THE WATERMAIN |
| | DEFLECTION AND CONFLICT WITH THE EXFILTRATION TRENCH. |
| | NOTE ON PLANS: CONTRACTOR TO VERIFY LOCATION AND IF |
| | SERVICE IS ACCEPTABLE FOR CONNECTION. |
| | #4 CITY SANITARY MANHOLE IN THE 3 FEET WIDE UTILITY |
| | EASEMENT MUST BE REHABILITATED AS PER CITY OF WPB |
| | SPECS., NOTE MANHOLE TOP MAY NEED RIM HEIGHT ADJUSTMENT |
| | DEPENDING ON SITE ELEVATION. |
| | #5 NOTE ON PLANS: REMOVAL OF THE METER BOX WHERE |
| | EXISTING 3IN. METER WILL NO LONGER BE NEEDED. |
| | #6 CALL OUT ALL MATERIALS ON PROPOSED WATERMAIN . C900 |
| | ALLOWED AFTER THE DCDA, DIP FOR EVERYTHING ELSE ON THE |
| | CITY SIDE. |
| | #7 SHOW ENLARGED METER DETAIL. 3IN. WATERMETER MUST SIT |
| | ABOVE GROUND, ALL PIPING UP TO AND BEYOND METER MUST BE |
| | 4IN. DIAMETER DIP MINIMUM. METER WITH BYPASS ASSEMBLY |
| | IS APPROXIMATELY 14 FEET IN LENGTH X 6 FEET WIDE, |
| | BACKFLOW SHOULD BE JUST BEHIND THE METER BUT OUTSIDE OF |
| | EASEMENT. IT IS REQUIRED THAT METER SITS JUST INSIDE |
| | YOUR PROPERTY IN A UTILITY EASEMENT GIVEN TO THE CITY |
| | OF WPB. LEGAL AND SKETCH WILL BE REQUIRED IF UTILITY |
| | EASEMENT IS NOT SHOWN ON THE PLAT. |
| | #8 EXISTING 8IN. DIAMETER SANITARY CLAY SEWER PIPE IN |
| | THE 3 FEET WIDE UTILITY EASEMENT MUST BE INSPECTED VIA |
| | VIDEO TO SEE IF REPLACEMENT IS REQUIRED, LINING MAY BE |
| | AN OPTION. NOTE ON PLANS THAT 6 RESIDENCES AND COTTAGES |
| | HAVE SANITARY SEWER CONNECTION TO THIS EXISTING 8IN. |
| | DIAMETER SANITARY CLAY SEWER PIPE. |
| | #9 WATERMAIN LOCATED IN THE 3 FEET WIDE UTILITY |
| | EASEMENT DOES NOT SHOW DIAMETER OR MATERIAL. ALSO NOT |
| | WATER SERVICES ARE SHOWN FOR THE MUSEUM HOUSING. |
| | #10 3 FEET WIDE UTILITY EASEMENT DOES NOT OFFER ENOUGH |
| | WIDTH FOR MAINTENANCE OF EXISTING UTILITIES. THE CITY |
| | REQUIRES A MINIMUM A 15 FEET EASEMENT. |
| | #11 PROVIDE UTILITY EASEMENTS FOR FIRE HYDRANTS THAT |
| | SIT JUST INSIDE OF THE PROPERTY. I COUNTED ATLEAST 4 |
| | CITY OF WPB FIRE HYDRANTS. |
| | #12 CALL OUT ALL WATER SERVICES AND METER BOXES SERVING |
| | THE PROPERTY. PLEASE SPECIFY IF IRRIGATION, DOMESTIC |
| | USE FOR EACH SERVICE. THERE IS ONE ON DIXIE HIGHWAY |
| | NEXT TO 3IN. METER AND ONE ON JEFFERSON ROAD NEAR FDC. |
| | #13 CALL OUT MATERIAL OF SANITARY SEWER ON JEFFERSON AS |
| | CLAY PIPE. |
| | #14 CALL OUT MANHOLES ON DIXIE HWY AS SANITARY. CALL |
| | OUT SIZE 12IN. CLAY GRAVITY SEWER. |
| | #15 PLEASE KNOW THAT DIXIE HIGHWAY IS AN FDOT ROAD, |
| | ADDITIONAL PERMITS WILL BE REQUIRED. |
| | #16. ANY RELOCATION OF HYDRANTS AND OR CAPPING OF LINES |
| | MUST BE ADEQUATELY RESTRAINT. THE RESTRAINT LENGTH MUST |
| | BE SHOWN ON PLANS OR SHOWN AS INSTALLED AND DISPLAYED |
| | ON AS-BUILTS. |
| | #17 PROPOSED WATER METER MUST BE TIE-IN AS FAR AWAY |
| | FROM WATER ARV AS REQUIRED NOT TO ALLOW -FREE AIR- INTO |
| | THE WATER SERVICE. PLEASE NOTE A MINIMUM DISTANCE FROM |
| | ARV ON PLANS. |
| | #18 REVIEW CITY OF WPB STANDARD DETAILS. THERE ARE |
| | MISSING DETAILS, SUCH AS CURBING, SIDEWALK, DRIVEWAY |
| | DETAILS. PLEASE REMOVE DETAIL WS-6 AND CONCRETE |
| | SIDEWALK DETAIL SINCE IT'S NOT A CITY STANDARD DETAIL. |
| | HTTP://WPB.ORG/ENGINEERING/FORMS-AND-PUBLICATIONS/ |
| | #19 REVISE COST ESTIMATE AS PER REVISIONS. |
| | #21 SITE PLAN AND LANDSCAPE PLANS WAS MISSING FROM YOUR |
| | SUBMITTAL. |
| | #22 PROJECT WILL ALSO REQUIRED A POLLUTION PREVENTION |
| | PLAN, SHOWING CATCH BASIN PROTECTION, ETC.. |
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| | MANUEL JULIAN GONZALEZ |
| | ENGINEERING PROJECT COORDINATOR |
| | PUBLIC WORKS DEPARTMENT |
| | 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) 494-1085 |
| | FAX: (561) 494-1116 |
| | EMAIL: [email protected] |
| | WWW.WPB.ORG/ENGINEERING |
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