wet tap

wet tap

accidental puncture of the dura mater during injection of epidural anesthesia, so-called from the leakage of cerebrospinal fluid from the needle hub.
References in periodicals archive ?
Tenders are invited for work includes approx 2,370 lf of 6" pvc force main with 6" magnetic flow meter, valves and fittings with wet tap connection to the existing 6" force main; bypass pumping during rehabilitation, removal of existing 4" force main after the new force main is in operation, and restoration of the site, rehabilitation of existing wet well, demolition of underground valve box and its replacement with an aboveground valve pad, replacement of the base elbows, discharge piping, guiderail system, valves / fittings, electrical and rtu panels and antenna.
550 LF of 8" cement lined DIP Class 52 water main with wet tap connection to existing water line; installation of new gate valve and fire hydrant assembly; furnish and install new water services/curb boxes including connections to existing water services and new water line; abandonment of existing water mains, valves and services; installation of 15" RCP storm sewer pipe reach, construction of new storm sewer inlet structure; repair and reconstruction of existing storm sewer inlet structures; removal of approx.
200, dr 14 water main and appurtenances; 1 ea of 8" wet tap with valve; 2 ea of 12" gate valve with box; 1 ea of 8 x 12 reducer; 1 ea of 12" 90 degree bend; 2 ea of 12" 45 degree bend; 1 ea of air release manhole complete; 1 ea of connect to existing, 1,180 lf of construct permanent fence; 1 ac of seeding; 5,600 sy of rolled erosion control fabric type 1.
Tenders are invited for Valve And Wet Tap Installation Services
the new line will be connected to the old line with one (1) 12"x8" wet tap connection assembly.
The project consists of the construction of two (2) segments of 30-inch transmission mains and accessories and associated wet tap and tie-in to existing transmission mains at four (4) locations totaling approximately 4,385 LF of new 30-inch ductile iron pipe.
200 SY Remove Pavement; 200 SY Bituminous Patch; 100 LF of Concrete Curb & Gutter; 2,100 LF of 10" HDPE IPS DR 11 Watermain by Directionally Bored; 85 LF 18" HDPE IPS Casing Pipe by Directionally Bored; 1 ea 10" Wet Tap to 12" DIP; 3 EA of 6" Gate Valves; 5 ea 10" Gate Valves; 3 EA of Hydrant Assembly; 200 SF of 6" Concrete Walk; 36 SF Truncated Domes.
Tenders are invited for Work includes maintenance and protection of traffic; cutting and removal of existing pavement; installation of approx 450 LF +/- of 8" diameter cement lined DIP Class 52 water main with wet tap connection to existing water line; installation of new fire hydrant assembly; furnish and install new water services/curb boxes utilizing open cutting and/or jacking/jetting methods including connections to existing water services and water lines; abandonment of existing water services; installation of concrete encasement around existing utility; furnishing and installation of roadway asphalt trench repair and roadway asphalt/concrete trench repair; application of pavement markings; installation of topsoil and seed.
The project will include the following: 1) Insert Valve 12" & associated work - one 2) Gate Valve 12" & associated work, one 3) Gate valves 8 & associated work, two Optional Bid Items: 4) Two wet tap 8", two 8" gate valves, and 8" pipe line and associated work.
PVC DR-14 C-900, two wet taps, 8", 12" and 18" valves, fittings and miscellaneous items of work.
The main items of construction and approximate quantities include, but are not necessarily limited to: 1,000 LF of eight (8") inch diameter ductile iron water main pipe, Class 52; 27 water services; two (2) wet taps for water mains; one (1) fire hydrant assembly; 700 LF of eight (8") diameter PVC sanitary sewer pipe, SDR 35; four (4) precast concrete manholes including castings; 21 sanitary sewer laterals; 2,000 LF of Portland cement concrete curb; 850 SY of Portland cement concrete sidewalks, four (4") inch thick; 320 SY of Portland cement concrete reinforced driveway aprons, six (6") inch thick; 3,700 SY of asphalt milling; 500 tons of hot mixed asphalt base course six (6") inches thick, mix 19 M64; 600 tons of hot mixed asphalt surface course, two (2") inches thick, mix 9.