| Date |
Text |
| 2023-06-16 11:21:16 | -PROVIDE CCTV OF ALL EXISTING SANITARY SEWER MAIN |
| | FRONTING PROJECT LIMITS BEFORE AND AFTER CONSTRUCTION. |
| | -REHABILITATE EXISTING SANITARY SEWER PIPE, LATERALS, |
| | AND MANHOLES AS NEEDED PER PROVIDED CCTV (MANHOLE |
| | CORING WILL REQUIRE REHAB AS WELL) |
| | -PROVIDE TYPICAL ROADWAY CROSS-SECTIONS SHOWING |
| | PLACEMENT OF ALL EXISTING AND NEW UTILITIES (BOTH |
| | CITY-MAINTAINED AND DRY UTILITIES) CALL OUT HORIZONTAL |
| | SEPARATION, DEPTH/MIN COVER, ETC. |
| | -REFER TO THE CITY???S STANDARD DETAILS FOR PLACEMENT |
| | OF DDCA AND CITY???S POINT OF SERVICE (POS) WHICH |
| | REQUIRES A SECOND VALVE AT R/W |
| | -CALL OUT SAMPLE POINTS |
| | -SET UP ALL PLAN SHEETS TO PRINT TO SCALE ON 11X17 |
| | -SHOW ALL EXISTING WATER SERVICES/METER BOXES/VALVES |
| | VAULTS, AND SANITARY SEWER LATERALS AND THE MAINS THEY |
| | ARE CONNECTED TO WITHIN PROJECT LIMITS. |
| | -ADD NOTE TO PLANS THAT EXISTING PRESSURE PIPE (WM/FM) |
| | NEEDS TO REMAIN ACTIVE UNTIL FDOH APPROVAL FOR TIE-IN |
| | IS RECEIVED. THE PROPOSED PRESSURE PIPE CANNOT BE IN |
| | THE SAME ALIGNMENT AS EXISTING. SEE DETAIL P-6 FOR |
| | DOUBLE VALVE OR PHYSICAL GAP AT THE SOURCE OF SUPPLY |
| | FOR CONSTRUCTION WATER. (ADDITIONAL VALVES WILL BE |
| | REQUIRED TO KEEP NEW PRESSURE PIPE AND EXISTING |
| | PRESSURE PIPE PRESSURIZED IN PREPARATION FOR TIE-IN) |
| | -WHEREVER POSSIBLE, INSTALL UTILITIES 5 FEET OR MORE |
| | FROM THE CURB LINE |
| | -PROVIDE PROFILES FOR ALL CONNECTIONS TO EXISTING |
| | CITY-MAINTAINED UTILITIES FROM THE POINT OF CONNECTION |
| | TO THE POINT OF SERVICE. |
| | -PROVIDE A BLOW-UP DETAIL FOR ALL CONNECTION POINTS TO |
| | CITY-MAINTAINED UTILITIES. |
| | -ON PROFILE VIEW, SHOW ALL EXISTING AND PROPOSED |
| | UTILITIES (CITY-MAINTAINED AND DRY UTILITIES), CALL OUT |
| | UTILITY TYPE, DIMENSIONS, PIPER MATERIAL, AND VERTICAL |
| | CLEARANCE OD TO OD AT EACH UTILITY CROSSING. |
| | -SINGLE WATER TAPS SERVING DOMESTIC, FIRE LINE, |
| | IRRIGATION, AND FIRE HYDRANT PRESENTS ISSUES FOR FUTURE |
| | MAINTENANCE/REPAIRS/REPLACEMENTS ETC. AS SHUTDOWN WILL |
| | DISRUPT SERVICE. IF FEASIBLE, CALL FOR MULTIPLE TAPS. |
| | -CONFORM TO SAMPLING/TESTING PROCEDURES AS MENTIONED IN |
| | AWWA???S C651 4.10 FOR CONNECTIONS GREATER THAN ONE |
| | PIPE LENGTH. (18 FT) |
| | -EXISTING WATER AND SEWER SERVICES CURRENTLY SERVING |
| | THE PROPERTY, IF NOT USED, NEED TO BE CUT AND CAP AT |
| | MAIN. REMOVAL IS REQUIRED IF LARGER THAN 2??? IN |
| | DIAMETER, OR AS REQUIRED BY THE RIGHT-OF-WAY???S |
| | GOVERNING AGENCY. |
| | -ADHERE TO GENERAL NOTES SECTION OF CITY???S STANDARD |
| | DETAILS FOR GUIDANCE ON VERTICAL AND HORIZONTAL |
| | SEPARATION OF UTILITIES. |
| | -PROVIDE LOS CALCULATIONS, AS WELL AS CHANGE IN DEMAND |
| | BETWEEN EXISTING CONDITIONS AND PROPOSED CONDITIONS ON |
| | PLANS. |
| | -ADD NOTE TO PLANS SPECIFYING THE LIFT STATION THAT THE |
| | PROJECT IS UPSTREAM FROM. |
| | -NEW TAP FOR PROPOSED WATER RECOMMENDED AS TO MINIMIZE |
| | LENGTH OF PIPE REQUIRING CITY MAINTENANCE |
| | -CONFIGURATION SHOWN ON PLANS FOR BOTH WATER AND SEWER |
| | DO NOT MATCH EXISTING CONFIGURATION PER CITY RECORDS |
| | -NEW SEWER MAIN MUST BE INSTALLED IN R/W |
| |
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