Midwestern Engineers, Inc. Plan Preview

� a " - a 0 a 0 " N 0 w �, �, w 0 " �� � •O i Or a, �9 s� Q ---- 0 1l w_ �N �o > ---- . .: i1 0-j •c ow -� X i,i 9C "" < .. ·O < �u M Q zZ 1-l O� I :i: o< 69 ,, "" 3 i,5 <c 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 ------11--iilkl VALVE MODEL BR4 WITH A REDUCED OUTLET PRESSURE RANGE OF 15 TO 150 PSI I I I I I HIGH STRENGTH POLYPROPYLENE METER BOX FRAME AND COVER .,,.,,---- 20" I D. HOPE METER PIT 30"DEEP SEE SPECIFICATIONS ,___,- ANGLE BALL VALVE BRASS NIPPLES METER COPPER SETTER SEE SPECIFICATIONS METER SEE SPECIFICATIONS "",,.,__,¥--+- -¾"OR 1"HOPE SDR-9 CTS ANGLE DUAL CHECK VALVEc �� -----+ -- ��/',�!!- SERVICE FROM MAIN YOKE WITH BRACING EYE _ ">---/--- 16"LONG SCH 80 RIGID PVC SEE SPECIFICATIONS PIPE BRACE,½"DIA. METER YOKE TO EXTEND THRU WALL -----c,� W\TH ¾" COPPER DUAL PURPOSE OUTLET CONNECTION / STANDARD I.D. 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 1---- 6"PVC SDR-35 PIPE GATE VALVE WATER MAIN 16"LONG RIGID PVC PIPE BRACE)',"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 CONG. THRUST---1 BLOCK � I I I .. MAIN- 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 r 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 \ VALVE BOX TOP GATE VALV TEE ANCHOR COUPLING MIN. 2'-0" I OjO FLUSH HYDRANT SEE SPECIFICATIONS PRECAST CONG. SLABS OR ,, • . STONE WEDGE BETWEEN , , HYDRANT AND FIRM FACE ,,._,- . •• OF TRENCH I 6 CUBIC FEET OF WASHED GRAVEL OR WASHED STONE#5 GATE VALVE, IF REQUIRED ANCHOR COUPLING OR--, FOSTER ADAPTER VALVE WITH MECHANICAL JOINT l RESTRAINED TO PIPE BY USE OF JOINT RESTRAINT ][ i)� GATE VALVE, IF REQUIRED STONE CONCRETE THRUST BLOCK- - -� ,..___ ,..____ 0 ; ·, . . . . ·•, .. . • :. ·: ., . .� . '. 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 - ---- �1 ---�,.r-'C'.:'.::::::::::=- J 'OINT RESTRAINT ALUMINUM ___; VALVE BOX TOP 6"PVC----1 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 ��f--- JOINT RESTRAINT ANCHOR COUPLING PLACE CONG. BETWEEN PIPE AND UNDISTURBED EARTH BLOW-OFF VALVE DETAIL MAIN LINE PIPE (TYPICAL) BELL RESTRAINT HARNESS JOINT RESTRAINT REQUIRED FOR 2 JOINTS BEYOND FITTING I VALVE EACH WAY VALVE WITH MECHANICAL JOINT RESTRAINED TO PIPE BY USE OF JOINT RESTRAINT MIN. 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 .,• .. ' .. , ' VERTICAL #4 REBAR BENT AS SHOWN VALVE BOX �= COVER 'f='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 AREAS. VALVE BOX --s,_ iiiillM COVER ''C:]" SET FLUSH WITH PAVEMENT OR GROUND SURFACE -����,---��;;;;;;;:ii��- , ALUMINUM VALVE BOX TOP 6"PIPE- -,i;-- #6 REINFORCING RODS � (2 REQUIRED) � 0 0 0 6'3. s =o 0 0 -· ' 0 BUTTERFLY VALVE . ., . . . MINUM VALVE BOX TOP 6" PIPE CONG. PAD MIN SIZE 4'x4'x4' THICK BUTTERFLY VALVE DETAIL #4 REBAR FITTING WITH MECHANICAL JOINT- -� RESTRAINED TO PIPE BY USE OF A JOINT RESTRAINT BENT AS SHOWN STONE BED • SEE SPECIFICATIONS BELL RESTRAINT HARNESS JOINT RESTRAINT REQ'D PER TABLE IN SPEC'S BEYONO FITTING EACH WAY in 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 OR CONCRETE AREAS. VALVE BOX--COVER ALUMINUM VALV I BOX TO TOP 6" PIPE ----i GATE VALVE � MAIN � TEE ANCHOR COUPLING 2'-0" MIN. 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 1/s" STEEL PIN AT EACH END SPOT WELD VALVE VALVE SIZE MODEL NO. STEM. DIA -6" MIN. 8" OR LESS 10" OR 12" 16" AND UP "OPEN LEFT"OR "OPEN RIGHT" INDICATOR VR-B VR-D VR-E ii�=;==;=:--- DUCTILE IRON Co I OPERATING NUT I SIZE VALVE BOX )',"LESS ,--.-,..,.,--a THAN =s�= - t-tt --iJ ! VALVE I.D. SET SCREW w Cl'. "' .,: z w � N SET SCREW 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 I • u ;:::: REVISIONS Cl 2023 1 a C '2 - �� � ,� . ..e. R, ., ro ;.; r!: ),,folwcstern Engineers. Inc. 801 We�! Broadway St�t'l I' 0. Do;,; 295 Loogoole<l. lndimia 47553 DATE JULY 2023 DESIGN J.W.W. DRAWN K.J.G. /_ N.R.M. Q.C. CHECK PROJECT NUMBER 2021089-01 11 11 OF FILE NUMBER 43482 12 I Do Not Use Plan Previews for Take Off