Midwestern Engineers, Inc. Plan Preview

NOTE: WAT�R METER AND PRESSURE REDUCING VALVE COMBINATION AS SHOWN SHALL BE INSTALLED ON AIL SERVICES WHERE STATIC PRESSURE EXCEEDS 75 PSI I HIGH STRENGTH POLYPROPYLENE METER BOX FRAME AND COVER 20" I.D. HDPE METER PIT 30" DEEP SEE SPECIFICATIONS ANGLE BALL VALVE BRASS NIPPLES METER COPPER SETIER SEE SPECIFICAT I ONS METER SEE SPECIFICATIONS . "' .;!.,,,9' --+ -- ,'4" OR 1" HDPE SDR-9 CTS ANGL I DUAL CHECK VALVcE � ----- { -- �i� SERVICE FROM MA I N YOKE WITH BRACING EYE _ �-+--- 16" LONG SCH. 80 RIGID PVC PIPE BRACE,)'," DIA. SEE 1PECJFICAT I ONS METEf YOKE TO EXTEND THRU WALL WITH \ %" COPPER DUAL PURPOSE OUTLET CONNECTION / STANDARD I.D. HDPE METER P I T 30" DEEP SEE SPECIFICATIONS PRESSURE GAUGE -- STANDARD COPPER METER I DLER--WITH 0-200 PSI TAPPED PRESSURE GAUGE. GAUGE SHALL BE OF MATERIAL SUITABLE FOR GROUND WATER CONDITIONS. TO DETERMINE EXACT FLOW LOSSES,%" x %" WATER METER SHALL BE INSERTED IN PLACE OF IDLER FULL PORT WING BALL STOPS ON BOTH ENDS AND BRAC I NG EYE %" TYPE K SERVICE TUBE -- STANDARD METER BOX COVER SET FLUSH WITH GROUND SURFACE lj!!!ijll--- VALVE BOX COVER ALUMINUM VALVE BOX TOP >--- TRACER W I RE TO BE TERMINATED INSIDE 2"0, 2' LONG PVC CONDUIT !---- TRACER WIRE H-- - 6" PVC SDR-35 PIPE GATE VALVE TRACER WIRE WATER MA I N D.J TEE 16" LONG RIGID PVC PIPE BRACEY," DIA. D.J TEE PRESSURE REDUCING VALVE AND WATER METER LEAK DETECTION DEVICE I NST�LL VALVE WITH PLUG AND CONG. THR�ST BLOCK FOR HYDRANT AT END OF LINEI � 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 APPROX . 7'-0" OR AS DIRECTED BY ENGINEER I I I ··1· - · 1 · ANCHOR COUPLING � ;' . CONl THRUST ----1� ·:...• . 1-'- -­ BLO�K MAIN� I MECHANICAL JOINT TEE NOTE: USE REDUCING TEE IF REQUIRED FLUSH HYDRANT CONNECTION APPROX. 7'-0" OR AS DIRECTED BY ENGINEER FLUSH HYDRANT WITH MECHANICAL JOINT CONNECTION VALVE BOX \ COVER � TR!fCER WIRE TO E TERMINATED I NS DE 2"0, 2' LONG PV CONDUIT ' T CER WIR J ! MAIN I - � �J ANCHOR COUPLING ALUMINUM VALVE BOX TOP 6" PIPE GATE VALVE FLUSH HYDRANT SEE SPEC I FICATIONS PRECAST CONG. SLABS OR -++f+f4 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 JOINT RESTRAINT GATE VALVE, IF REQUIRED STONE CONCRETE THRUST BLOCK ---� h_ .... 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.J PIPE FROM MA I NS. ALL FITIINGS & PIPE SHALL BE MECHANICAL JOINT. VALVE BOX COVER � _m-- - #16 GAUGE GRADE TRACER-W - I R-E--l��---:A-:- LU� M� l :--NU�M11' -= �===-JOINT RESTRAINT TO BE TERMINATED I VALVE PERFORATEDY." OPEN I NG. I NSIDE 2"0, 2' LONG I BOX TOP TOTAL OPEN I NG AREA NOT PVC CONDUIT I TO BE MORE THAN 1 SQ. INCH .... " D.I TEE ANCHOR COUPLING ���- WASHED#5 STONE 18" AROUND PIPE 4--- JOINT RESTRAINT PLACE CONG. BETWEEN PIPE AND UNDISTURBED EARTH #5 REBAR 8" O.C LONGITUDINAL ONLY BLOW-OFF VALVE DETAIL MA I N LINE PIPE (TYPICAL) BELL RESTRA I NT HARNESS JOINT RESTRAINT REQUIRED FOR 2 JOINTS BEYOND FITIING / VALVE EACH WAY VALVE WITH MECHAN I CAL JOINT RESTRAINED TO PIPE BY USE OF JOINT RESTRAINT MIN. OF 40 L.F. BELL RESTRAINT HARNESS JOINT RESTRA I NT REQ'D PER TABLE IN SPEC'S BEYOND FITIING EACH WAY I MIN. PER TABLE I �*i-� STONE BED A' I· #4 REBAR BENT AS SHOWN GATE VALVE, IF REQUIRED ANCHOR COUPLING OR FOSTER ADAPTER STONE BED . , .. " ,.- • 0 . ·.• -..-·� . .... ,"1'·.; -�.-- - :•!:. ·<...... r.-..- . -. - . , :_� . ... -/, . < ··, . .-·· A' VERTICAL VALVE BOX � COVER 'E:f 6" P I PE BUTIERFLY VALVE NOTE VALVE BOXES SHALL BE SCREW TYPE, 2-P I ECE OR 3-PIECE CAST IRON WITH CAST IRON LID IN ALL STONE, ASPHALT OR CONCRETE AREAS. VALVE BOX �MilM COVER ' 'C::1' I .... ' SET FLUSH WITH PAVEMENT OR GROUND SURFACE 6" PIPE ''�: :- . ,. _. . ,,, .- •, . ·.: . .. #4 REBAR #6 RE I NFORCING RODS (2 REQ'D) •-;. .- . ;•. ,·. -· .. ·., . .: '•· .. CONG. PAD MIN. SIZE 4'x4'x4' THICK BUTTERFLY VALVE DETAIL FITTING WITH MECHANICAL JOINT - - � RESTRAINED TO P I PE BY USE OF A JOINT RESTRAINT />S'.>, /, (/('� I MIN. PER T�BLE , I 1 .---------1l ]R"""'#cp<[:IJ · \ t . " BELL RESTRAINT HARNESS JOINT RESTRAINT REQ'D PER TABLE IN SPEC'S BEYOND FITIING EACH WAY BENT AS SHOWN STONE BED 'SEE SPECIFICATIONS HORIZONTAL 0 OJ 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 I RON WITH CAST IRON LID IN ALL STONE, ASPHALT OR CONCRETE AREAS. VALVE BOX ---1\ oori:j'i":EEfii fjyJ i:iij/ COVER IL :::if TRACER WIRE -TO BE TERM I NATED I NSIDE 2"0, 2' LONG PVC CONDUIT ALUMINUM VALVE BOX TO TOP >--- 6" PIPE TRACER WIRE---' I I GATE VALVE � MAIN ! m-,w-,w TEE ANCHOR COUPLING 2'-0" MIN. 6" PIPE 1------ 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 GRADE TRACER W I RE ----'°""" L _ TO BE TERMINATED }- ==CI = INSIDE 2"0, 2' LONG _ T PVC CONDUIT ALUMINUM- - -+--!-'--' VALVE BOX WELDED STEEL ALIGNMENT WASHER TRACER WIRE---l- I 6" PIPE -- -'<--­ WELDED -I S I ZE VALVE BOX %" STEEL PIN --__:::::::i=i:JJ+, AT EACH END SPOT WELD I I VALVE d � VALVE SIZE MODEL NO. STEM. DIA. U) 0 N M 8" OR LESS 10" OR 12" 16" AND UP "OPEN LEFT" OR "OPEN RIGHT' IND I CATOR VR-8 VR-D VR-E i�F=r==r- DUCTILE I RON � OPERATING NUT ------ttt--1 J � )'2" LESS w THAN � ;{I VALVE I.D. I SET SCREW zw � SET SCREW N M A-1018 COLD ROLLED STEEL STEM DUCT I LE IRON SOCKET 1 00" 1.25" 1 50" VALVE STEM EXTENSION STAINLESS STEEL TAPPING TEE WITH STAINLESS STEEL FLANGED OUTLET EXIST I NG MA I N EXIST I NG MA I N WET TAP CONNECTION TO EXISTING MAIN TAPPING GATE VALVE FLxMJ CUT- I N SLEEVE EXISTING MA I N GATE VALVE FLxMH EXISTING MAIN CUT-IN SLEEVE FOR VALVE OR TEE TO EXISTING MAIN TYPICAL DETAIL SHEET REVISIONS BID SET C 2024 Midwestern Engineers. Inc. 802 West Brondw"y Street P 0. Bo., 295 Loogootee. Indiana 47553 OATE SEPT. 2024 DESIGN EKP,:'.SMS DRAWN MMC Q.C. CHECK PROJECT NUMBER 2023062-02 1 3 13 OF 15 I Fll.E NUMBER 44229 I Do Not Use Plan Previews for Take Off