Midwestern Engineers, Inc. Plan Preview

NOTE: WATER METER AND PRESSURE REDUCING VALVE COMBINATION AS SHOWN SHALL BE INSTALLED ON ALL SERVICES WHERE STATIC PRESSURE EXCEEDS 75 PSI ¾" OR 1" PRESSURE REDUCING -- ----Ii---( VALVE MODEL BR4 WITH A REDUCED OUTLET PRESSURE RANGE OF 15 TO 150 PSI I I I I I I I I I I HIGH STRENGTH POLYPROPYLENE METER BOX FRAME AND COVER 20" 1.0. HOPE METER PIT 30" DEEP SEE SPECIFICATIONS ANGLE BALL VALVE BRASS NIPPLES METER COPPER SETTER SEE SPECIFICATIONS METER SEE SPECIFICATIONS '\'-"/YY---+-- ¾" OR 1" HOPE SDR-9 CTS ANGLE DUAL CHECK VALVE" - ------ { -- ��� SERVICE FROM MAI N _ ·.---,-- 16" LONG SCH. 80 RIGID PVC YOKE WITH BRACING EYE PIPE BRACE,Y," DIA. SEE SPECIFICATIONS METER YOKE TO EXTEND THRU WALL - - - -�� WITH ¾ n COPPER DUAL PURPOSE OUTLET CONNECTION / STANDARD 1.0. HOPE METER PIT 30" DEEP SEE SPECIFICATIONS PRESSURE GAUGE -- STANDARD COPPER METER IDLER --WITH 0-200 PSI TAPPED PRESSURE GAUGE. GAUGE SHALL BE OF MATERIAL SUITABLE FOR GROUND WATER CONDITIONS. TO DETERMINE EXACT FLOW LOSSES,%" x ¾" WATER METER SHALL BE INSERTED IN PLACE OF IDLER FULL PORT WING BALL STOPS ON BOTH ENDS AND BRACING EYE ¾" TYPE K SERVICE TUBE --- STANDARD METER BOX COVER SET FLUSH WITH GROUND SURFACE �...____ VALVE BOX COVER ALUMINUM VALVE BOX TOP e--- 6"PVC SDR-35 PIPE GATE VALVE 16" LONG RIGID PVC PIPE BRACEY," DIA. D.I. TEE PRESSURE REDUCING VALVE AND WATER METER LEAK DETECTION DEVICE INSTALL VALVE WITH PLUG AND CONC. THRUST BLOCK FOR HYDRANT AT END OF LINE CONC. THRUST - - BLOCK MAIN- i:-71 I I I I I I NOTE; VALVE BOXES SHALL BE SCREW TYPE 2-PIECE OR 3-PIECE CAST IRON WITH CAST IRON LID IN ALL STONE, ASPHALT OR CONCRETE SURFACE AREAS ANCHOR COUPLING FLUSH HYDRANT WITH MECHANICAL JOINT CONNECTION MECHANICAL JOINT TEE NOTE; USE REDUCING TEE IF REQUIRED MAIN FLUSH HYDRANT CONNECTION APPROX. 7'-0" OR AS DIRECTED BY ENGINEER APPROX. 7'-0" OR AS DIRECTED BY ENGINEER VALVE BOX \ COVER � ALUMINUM VALVE BOX TOP 6" PIPE GATE VALVE TEE ANCHOR COUPLING MIN. 2'-0" FLUSH HYDRANT SEE SPECIFICATIONS 0 0 PRECAST CONC. SLABS OR STONE WEDGE BETWEEN '-fttl"t HYDRANT AND FIRM FACE OF TRENCH 6 CUBIC FEET OF WASHED GRAVEL OR WASHED STONE#5 GATE VALVE, IF REQUIRED ANCHOR COUPLING OR --, FOSTER ADAPTER VALVE WITH MECHANICAL JOINT RESTRAINED TO PIPE BY USE OF JOINT RESTRAINT GATE VALVE, IF REQUIRED STONE CONCRETE THRUST BLOCK ---- •. �' •• ·· .• ·.,- . ' .... ·• ,-.._ ,,...__ NOTE: BLOW-OFF VALVE & ACCESSORIES FOR 12" MAINS & SMALLER SHALL BE SAME SIZE AS MAIN. BLOW-OFF VALVE AND ACCESSORIES FOR MAINS OVER 12" SHALL BE 12" D.I. PIPE FROM MAINS. ALL FITTINGS & PIPE SHALL BE MECHANICAL JOINT. VALVE BOX � COVER � .nr---#16 GAUGE GRADE ----- � _,,_ .,.. --- �"19,...cc:'.:::::::::� JOINT RESTRAINT ALUMINUM ___; VALVE BOX TOP 6" PVC ------, SDR-35 PIPE D.I. TEE z " #5 REBAR 8" O.C. -� LONGITUDINAL ONLY PERFORATED¼" OPENING TOTAL OPENING AREA NOT TO BE MORE THAN 1 SQ. INCH ..__ WASHED#5 STONE 18" AROUND PIPE lliil!�f---- JOINT RESTRAINT ANCHOR COUPLING PLACE CONC. BETWEEN PIPE AND UNDISTURBED EARTH BLOW-OFF VALVE DETAIL MAIN LINE PIPE (TYPICAL) BELL RESTRAINT HARNESS JOINT RESTRAINT REQUIRED FOR 2 JOINTS BEYOND FITTING/VALVE EACH WAY VALVE WITH MECHANICAL JOINT RESTRAINED TO PIPE BY USE OF JOINT RESTRAINT I . MI N . OF 40 L.F. GATE VALVE, IF REQUIRED ANCHOR COUPLING OR FOSTER ADAPTER BELL RESTRAINT HARNESS JOINT RESTRAINT REQ'D PER TABLE IN SPEC'S BEYOND FITTING EACH WAY I MIN. PER TABLE • I ��=#-. STONE BED STONE BED A" � A" VERTICAL #4 REBAR BENT AS SHOWN VALVE BDX� COVER ,a' 6" PIPE BUTTERFLY VALVE NOTE: VALVE BOXES SHALL BE SCREW TYPE, 2-PIECE DR 3-PIECE CAST IRON WITH CAST IRON LID IN ALL STONE, ASPHALT DR CONCRETE AREAS. VALVE BOX ----,_ iviiiivi COVER "-= SET FLUSH WITH PAVEMENT OR GROUND SURFACE )�SG A � 1/, � 1/ ., · LUMINUM VALVE BOX #6 REINFORCING RODS TOP (2 REQUIRED) 6" PIPE CONG. PAD MJN. SIZE 4'x4'x4' THICK BUTTERFLY VALVE DETAIL #4 REBAR FITTING WITH MECHANICAL JOINT - -RESTRAINED TO PIPE BY USE OF A JOINT RESTRAINT _ � -- -::::--1• ���h / I · MIN. PER T w ..J Q'.w a. z " BENT AS SHOWN STONE BED BELL RESTRAINT HARNESS JOINT RESTRAINT REQ'D PER TABLE IN SPEC'S BEYOND FITTING EACH WAY .' .. 1., 1o • SEE SPECIFICATIONS HORIZONTAL BRANCH CONNECTION FOR DUCTILE, CAST IRON OR PLASTIC PIPE TYPICAL THRUST BLOCK DETAIL NOTE: VALVE BOXES SHALL BE SCREW TYPE, 2-PIECE OR 3-PIECE CAST IRON WITH CAST IRON LID IN ALL STONE, ASPHALT DR CONCRETE AREAS. VALVE BOX - - \ 00:EJ:00/ COVER L :::]" 6" PIPE ------j ANCHOR COUPLING 6" PIPE 1----- FIRE HYDRANT SEE SPECIFICATIONS PRECAST CONC. SLABS OR STONE WEDGE BETWEEN HYDRANT AND FIRM FACE OF TRENCH 6 CUBIC FEET OF WASHED GRAVEL OR WASHED STONE#5 HYDRANT SETTING DETAIL VALVE BOX COVER GRADE WELDED STEEL ALIGNMENT WASHER 6" PIPE WELDED ¾" STEEL PIN AT EACH END SPOT WELD VALVE VALVE SIZE MODEL NO. STEM DIA �--- � 2'-6" MIN. 3'-6" MAX. I I 8" OR LESS 10" OR 12" 16" AND UP "OPEN LEFT" OR "OPEN RIGHT" INDICATOR VR-B VR-D VR-E Y DUCTILE IRON OPERATING NUT SIZE VALVE BOX i---++t---1 J ! Y," LESS w ,_......,._,__, THAN � ;;, VALVE 1.0 SET SCREW " "'" SET z w ..J "" SCREW U) • � '2 N M I A-1018 COLD ROLLED STEEL STEM DUCTILE IRON SOCKET 1 00" 1 25" 1.50" VALVE STEM EXTENSION STAINLESS STEEL TAPPING TEE WITH STAINLESS STEEL FLANGED OUTLET EXISTING MAIN EXISTING MAIN WET TAP CONNECTION TO EXISTING MAIN TAPPING GATE VALVE FLxMJ NEW MAIN CUT-IN SLEEVE EXISTING MAIN GATE VALVE FLxMH EXISTING MAIN CUT-IN SLEEVE FOR VALVE OR TEE TO EXISTING MAIN • REVISIONS BID SET it> 2023 Midwes!em Engineers. Jnc. 802 West Broadwav Street P.O. 13ox 295 Loogootee. lndiana 47553 DATE 2023 DESIGN R.D.W. DRAWN K.J.G. Q.C. CHECK PROJECT NUMBER 2020031-04 8 8 OF 9 FILE NUMBER 53590 Do Not Use Plan Previews for Take Off