Midwestern Engineers, Inc. Plan Preview

:!: " ::) � , - - - � - o' �, �s • t; !" � M ' •" N9 Os �;; ._N -N -o .� •• ow -" 90 ·� ooO z'-' -Z �- " ' -0 �< �� :, � 55 , . <• NOTE: WATER METER AND PRESSURE REDUCING VALVE COMBINATION AS SHOWN SHALL BE INSTALLED QN l �LL SERVICES WHERE STATIC PRESSURE EXCEEDS 75 PSI ¾" ()R 1" PRESSURE REDUCING ------IL _'­ VAUVE MODEL BR4 WITH A REDUCED OUTLET PRESSURE RANGE OF 15 TO 150 PSI AS MANUFACTURED BY WILKINS (A ZURN COMPANY) OR ENGINEER APPROVED EQUAL I 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 I <!".,ye;,'-+-- ¾" OR 1" HOPE SDR-9 CTS ANGLE DUAL CHECK VALVE, �� ----- +--��� SERVICE FROM MAIN I _ ·.--�f-- 16" LONG SCH. 80 RIGID PVC YO�E WITH BRACING EYE PIPE BRACE, Y," DIA. SEE SPECIFICATIONS METER YOKE TO EXTEND THRU WALL - ---< Wl�H ¾" COPPER DUAL PURPOSE OU LET CONNECTION / STANDARD LO HOPE METER PIT 30" DEEP SEE SPECIFICATIONS PRESSURE GAUGE -- � STANDARD METER BOX COVER .,,------/ SET FLUSH WITH GROUND SURFACE , �------VALVE BOX COVER ALUMINUM VALVE BOX TOP STANDARD COPPER METER IDLER ----- - -- - [l f(�C:::::::::::o,<_ <--- 6" PVC SDR-35 PIPE WITH 0-200 PSI TAPPED PRESSURE GAUGE. GAUGE SHALL BE OF MATERIAL SUITABLE FOR GROUND WATER CONDITIONS. TO DETERMINE EXACT FLOW LOSSES,%" x¾" WATER METER SHALL BE INSERTED IN PLACE OF IDLER FORD No. W-92-12 WITH FULL PORT WING BALL STOPS ON BOTH ENOS AND BRACING EYE OR ENGINEER APPROVED EQUAL ¾" TYPE K SERVICE TUBE -- D.I. TEE GATE VALVE WATER MAIN 16" LONG RIGID PVC PIPE BRACEY," DIA. PRESSURE REDUCING VALVE AND WATER METER LEAK DETECTION DEVICE INSTALL VALVE WITH PLUG AND CONG. �?��������� 0 0 � CO!'JC. THRUST BL, CK MAIN- 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 D.I. 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"PVC _ _ J SDR-35 PIPE GATE VALVE 0.1. TEE ANCHOR COUPLING MIN. 2'-0" ll ll FLUSH HYDRANT SEE SPECIFICATIONS PRECAST CONG. SLABS OR ••• : •. STONE WEDGE BETWEEN 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 MEGALUG BY EBAA IRON, INC GATE VALVE, IF REQUIRED STONE CONCRETE THRUST BLOCK---� - -, ____ NOTE BLOW-OFF VALVE & ACCESSORIES FOR 12" MAINS 8 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 'f/l!!lil _m·--- #16 GAUGE GRADE -----lf,,�,-----,..t-�::::::::=--;MEGALUG ALUMINUM ___; VALVE BOX TOP 6" PVC -----j 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 '-'-----�1:!iiiiiilili!:':i-- - MEGALUG ANCHOR COUPLING PLACE CONG. BETWEEN PIPE AND UNDISTURBED EARTH BLOW-OFF VALVE DETAIL D I. OR PVC MAIN LINE PIPE (TYPICAL) II-.---- BELL RESTRAINT HARNESS MEGALUG BY EBAA IRON, INC. REQUIRED FOR 2 JOINTS BEYOND FITTING I VALVE EACH WAY BELL RESTRAINT HARNESS MEGALUG BY EBAA IRON, INC. REQ'O FOR 2 JOINTS BEYONO FITTING, EACH WAY I · PER TABLE IN SPECS., I VALVE WITH MECHANICAL JOINT RESTRAINED TO PIPE BY USE OF MEGALUG BY EBAA IRON, INC. 1- PER TABLE IN SPECS. GATE VALVE, IF REQUIRED ANCHOR COUPLING OR FOSTER ADAPTER _J!:,-.:::!k STONE BEO STONE BED A' VERTICAL #4 REBAR BENT AS SHOWN VALVE BOX� COVER � 6" PVC -----1 SDR-35 PIPE BUTTERFLY VALVE MUELLER LINESEAL XP (250 PSI), THE HENRY PRATT OR ENGINEER APPROVED EQUAL 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 � iviSivi COVER '- -c:::; #6 REINFORCING RODS (2 REQUIRED) CONC. PAD MIN. SIZE 4'x4'x4' THICK SET FLUSH WITH PAVEMENT OR GROUND SURFACE 6" PVC SDR-35 PIPE BUTTERFLY VALVE DETAIL #4 REBAR D.L FITTING WITH MECHANICAL JOINT RESTRAINED TO PIPE BY USE OF A MEGALUG BY EBAA IRON, INC. ,._, ✓ ,:-,_<s >< (/V, Y, ' " I PER TABLE IN SPECS., I i ,--11 J F!""=# cp C a.u,z UJ � UJ a. BENT AS SHOWN STONE BED • SEE SPECIFICATIONS BELL RESTRAINT HARNESS MEGALUG BY EBAA IRON, INC. REQ'D FOR 2 JOINTS BEYOND FITTING, EACH WAY 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 ----'\[ml3 fNl i COVER L :::]" 6'PVC ______, SDR-35 PIPE D.L TEE ANCHOR COUPLING <------- FIRE HYDRANT SEE SPECIFICATIONS PRECAST CONG. 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 VALVE SIZE MODEL NO. STEM. DIA. GRADE � � \ '--------- _.., r -----!--- - , �----1-- -j J I I I 8"DR LESS 10"DR 12" 16" AND UP "OPEN LEFT" OR "OPEN RIGHT" INDICATOR VR-B VR-D VR-E r ALUMINUM -----1 u_J VALVE BOX ,y�F=i==r=--- DUCTILE IRON '° I OPERATING NUT WELDED STEEL ALIGNMENT WASHER 6"PVC - -SDR-35 PIPE WELDED ¾" STEEL PIN AT EACH END SPOT WELD VALVE SIZE VALVE BOX =a�= �J ! ½" LESS � ,--,-,--,--1 THAN VALVE I D. � SET SCREW • ,,� • 22 N z w� " u, M VALVE STEM EXTENSION A-1018 COLO ROLLED STEEL STEM AS MANUF. BY GENEGO PRODUCTS OR ENGINEERED APPROVED EQUAL DUCTILE IRON SOCKET 1 00" 1. 25" 1 50" STAINLESS STEEL TAPPING TEE WITH STAINLESS STEEL FLANGED OUTLET MUELLER #H-304SS OR ENGINEER APPROVED EQUAL EXISTING MAIN EXISTING MAIN WET TAP CONNECTION TO EXISTING MAIN TAPPING GATE VALVE MUELLER FLxMJ OR ENGINEER APPROVED EQUAL NEW MAIN CUT-IN SLEEVE MUELLER #H-840 OR ENGINEER APPROVED EQUAL EXISTING MAIN GATE VALVE MUELLER FLxMH OR ENGINEER APPROVED EQUAL EXISTING MAIN CUT-IN SLEEVE FOR VALVE OR TEE TO EXISTING MAIN REVISIONS BID SET C 2024 Midwestern Engineer.;. Inc. 802 We.st Broadway StreN P.O. Bux 295 Loogootee. Indiana 47553 DATE NOVEMBER 2024 DESIGN R.D.W. DRAWN M.K.W. Q.C. CHECK PROJECT NUMBER 2022014-05 6 6 OF 7 I Fll.£ NUMBER I 44438 Do Not Use Plan Previews for Take Off