| Date |
Text |
| 2016-04-04 17:37:51 | WATER: |
| | |
| | #1 WHERE PLANS CALL FOR 10IN.X8IN. CUT IN TEE NOTE PLAN |
| | TO REFERENCE "CONNECTE PER CITY DETAIL P-6 (TYP.)" |
| | |
| | #2 SHOW THE NEAREST INLINE VALVES IN 10IN. WM. SHOW |
| | EXISTING SERVICE CONNECTIONS, PFL CONNECTIONS, ETC. AS |
| | THESE WILL BE AFFECTED DURING SHUTDOWN TO FACILITATE |
| | CUT-IN TEE INSTALLATION. |
| | |
| | #3 PLANS CALL FOR PROPOSED 8IN. WM CROSSING LANDSCAPE |
| | BUFFER AND REMOVABLE WALL SECTION |
| | ADD NOTE IN 8IN. WM IN SLEEVE UNDER BERM & WALL IN.. |
| | CALL OUT SIZE, MATERIAL, AND LENGTH OF SLEEVE. ADD A |
| | DETAIL OR PROFILE. |
| | |
| | #4 CALL OUT SAMPLE POINTS. ADD NEW DETAIL FOR SAMPLE |
| | POINT AT NEW FH IF NEEDED. |
| | |
| | #5 USE LATEST CITY STANDARD DETAILS. HTTP://WPBFL.US/DE |
| | PARTMENTS/ENGINEERING-PUBLIC-WORKS/FORMS,-PERMITS-APPL |
| | ICATIONS |
| | |
| | #6 CALL OUT LENGTH OF PIPE RESTRAINTS AT VALVES, |
| | FITTINGS, ETC. |
| | |
| | #7 AT CUL-DE-SAC ADD 8IN. INLINE VALVE BEFORE FH TEE |
| | AND HYDRANT VALVE. ADD AND CALL OUT 8IN.X6IN. REDUCER |
| | SHOW WATER SERVICE TAPS TO 8IN. WATERMAIN AND NOT |
| | HYDRANT RUN. |
| | |
| | #8 METER BOXES TO BE INSTALLED IN UE. |
| | |
| | #9 NOTE ON PLANS: "CONTRACTOR SHALL AVOID INSTALLING |
| | VALVES ON CURBLINE." |
| | |
| | #10 PROVIDE CALCS FOR WM SIZING (POD A AND FUTURE |
| | PHASES). |
| | |
| | #11 CALL OUT UTILITY CROSSING AND TOP ELEV AND VERTICAL |
| | CLEARANCE. |
| | |
| | #12 BETWEEN CONG-3-P6 AND CONG-1-16 |
| | CALL OUT HORIZONTAL & VERTICAL CLEARANCE W/ EXIST WM. |
| | PLAN SHOWS 2FT. SEPARATION? |
| | IF DEFLECTION/OFFSET OF EXIST WM IS REQUIRED, ADD 1) |
| | UTILITY CROSSING DETAIL AND 2) WM DEADEND |
| | RESTRAINT DETAIL. |
| | |
| | #13 CONFLICT W/ EXIST 10IN. WM: |
| | CONG 1-P6, CONG-2, CONG-3-P6 |
| | MOVE STRUCTURE CONG-2 WEST TO PROVIDE 5FT.MIN |
| | SEPARATION. |
| | |
| | #14 UTILITY CROSSING BETWEEN PROPOSED STORM & EXIST |
| | 10IN. WM AT STA 267+80. |
| | CALL OUT VERTICAL CLEARANCE; IF DEFLECTION/OFFSET OF |
| | EXIST WM IS REQUIRED, ADD 1) UTILITY CROSSING DETAIL |
| | AND 2) WM DEADEND |
| | RESTRAINT DETAIL |
| | |
| | #15 UTILITY CONFLICT AT CONG-5 & 10IN. WM? |
| | CALL OUT VERTICAL CLEARANCE; |
| | IF DEFLECTION/OFFSET OF EXIST WM IS REQUIRED, ADD 1) |
| | UTILITY CROSSING DETAIL AND 2) WM DEADEND |
| | RESTRAINT DETAIL |
| | |
| | SEWER: |
| | |
| | #1 USE LATEST CITY STANDARD DETAILS. HTTP://WPBFL.US/DE |
| | PARTMENTS/ENGINEERING-PUBLIC-WORKS/FORMS,-PERMITS-APPL |
| | ICATIONS |
| | |
| | #2 PROVIDE CALCS FOR LIFT STATION DESIGN (POD A AND |
| | FUTURE PHASES) PROVIDE CALCS FOR FM SIZING (POD A AND |
| | FUTURE PHASES) |
| | SHOW FM PROFILE |
| | USE PVC/C900 FOR SAN SEWER EXCEEDING 10FT. DEPTH |
| | INCLUDE NEW LS STANDARD DETAILS |
| | (CONTRACTOR TO SUBMIT BYPASS PUMPING PLAN) |
| | CALL OUT UTILITY CROSSING AND TOP ELEV AND VERTICAL |
| | CLEARANCE |
| | CCTV OF NEW SANITARY SEWER SYSTEM WILL INCLUDE SAN |
| | SEWER LATERALS |
| | CLEAN-OUTS TO BE INSTALLED IN UE |
| | |
| | #3 STA. 272+55, +70FT. RT AND +50FT. LT: |
| | CALL OUT TOP ELEV FOR 4IN. - 45DEGREE BENDS |
| | MODIFY NOTE TO READ (FORCE MAIN IN DIP SLEEVE UNDER |
| | BERM & WALL). CALL OUT SIZE, MATERIAL, AND LENGTH OF |
| | SLEEVE. ADD DETAIL. |
| | SHOW PROFILE OF (2) 4IN. HDPE FMS THAT ARE TO BE |
| | INSTALLED VIA HDD |
| | CALL OUT SIZE, MATERIAL, AND LENGTH PIPE SECTIONS TO BE |
| | INSTALLED BY OPEN CUT CONNECTING THE HDPE HDD FMS. CALL |
| | OUT FITTINGS & TOP ELEV AT CONNECTIONS B/W HDPE & |
| | PVC/C900 OPEN CUT FM. ADD DETAIL FOR TRANSITION FROM |
| | HDPE TO PVC/C900 |
| | |
| | #4 STA. 272+55 TO 265+47 |
| | CALL OUT MIN. HORIZONTAL SEPARATION OD TO OD BETWEEN |
| | PROPOSED 4IN. HDPE FM AND EXIST STORM |
| | (5FT. MIN OD TO OD). |
| | |
| | #5 PROPOSED ARV MH: |
| | TO BE INSTALLED AT ACTUAL HIGH POINT LOCATION, NOTE ON |
| | PLANS "TO BE FIELD DETERMINED". |
| | |
| | #6 LABEL EXIST 6IN. SAN LATERAL. |
| | |
| | #7 LABEL EXIST 12IN. SAN SEWER. |
| | |
| | #8 PROPOSED FM TO BE INSTALLED VIA HDD WITH MAX DEPTH |
| | OF 6FT. THROUGHOUT. |
| | |
| | #9 NEED DETAIL FOR FM ENTERING EXIST MH. REHAB SAN MH. |
| | INSTALL INSIDE DROP BOWL. ADD INSIDE DROP DETAIL. ADD |
| | (2) BURIED ELECTRIC CONDUITS/BUNDLE(?) NORTH OF EXIST |
| | SAN MH. POSSIBLE CONFLICTS W/PROPOSED 6IN. FM. ADD NOTE |
| | "CONTRACTOR TO PERFORM SOFTDIGS PRIOR TO FM |
| | INSTALLATION" |
| | PROVIDE ADDITIONAL FLOW TO GRAVITY SYSTEM (POD A AND |
| | FUTUTURE FLOWS) |
| | HTTP://WWW.RELINER.COM/DROPBOWL/INDEX.HTM |
| | |
| | #10 EXIST LS77 MODIFY CAPTION TO READ "SYSTEM INFO FOR |
| | REFERENCE ONLY (NOT ASBUILTS)". |
| | NOTE "CONTRACTOR TO FIELD VERIFY EXISTING PIPE |
| | CONFIGURATION". |
| | |
| | #11 48IN. PCCP FM - CALL OUT PIPE MATERIAL AS PCCP |
| | (PRESTRESSED CONCRETE CYLINDER PIPE) |
| | |
| | LAURA LE, P.E. CITY OF WEST PALM BEACH |
| | PUBLIC UTILITY ENGINEER |
| | [email protected] |
| | 561-494-1093 DIRECT LINE |
| | 561-289-8414 CELL |
| | |
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