Midwestern Engineers, Inc. Plan Preview

0 m' 0 0 0 �' 0 z w w < �' � � o' � � oc <r Q � cl ---. :'i Q \(/1 • o' '" ---. No � 0 . � N� -m = � � .. -N - 0 <! " .� -w •r - 0 Ow -� - ec ·� m 0 �z - � o ' �< ::i;Y 5N 5;; , . <• INSTALL PLUG & CONC. THRU�T BLOCK FOR HYDRANT AT END OF LINE ' MIN. 3'-0" FLUSH HYDRANT (SEE SPECS) MECHANICAL JOINT TEE C.I. FLUSH HYDRANT WITH MECHANICAL JOINT CONN. 0 0 CONC. HRUST B L OCK MAIN NOTE, USE REDUCING TEE IF REQUIRED 6" SDR-35 P VC P IPE GATE VA L VE MAIN STAINLESS STEEL ALL THREADS J" D.I. PrPE STONE BASE WASHED GRAVEL OR CRUSHED STONE #5 PRECAST CONC. SLABS OR STONE WEDGED BETWEEN HYDRANT AND FIRM FACE OF TRENCH DETAIL OF FLUSH HYDRANT CONNECTION BELL RESTRAINT HARNESS MEGALUG BY EBAA IRON, INC. REQ'D PER TABLE IN SPEC'S BEYOND FITTING � -#4_R _ EB_ A_ R_B _ E _ N _ T _ A_ S_ S_ H_ O_ WN _____, -- -D.l. FITTINGWITHMECHANICAL JOINT RESTRAINED TO PIPE BY USE OF AMEGALUG BY EBAA IRON, INC. , MIN. PER TABLE I EACHWAY 1�] [JJ�� A* IE BED #4REBA BENT AS SHOWN � STONE BED BELL RESTRAINT HARNESS JJ:;;;;:iJr- - -MEGALUG BY EBAA IRON, INC. REQ'D PER TABLE IN SPEC'S BEYOND FITTING EACHWAY BEFORE DIGGI�G-� "'c:: :::::_----INTHISAREA IDENTIFICATTON MARKER FOR TRACER WIRE, RI-llNO TRI-VIEW WITH TRACER WIRE POSTS, CARSONlTE TUFF CAT WITH TWO TERMJNAL TEST ACCESS POINTS FOR TRACER WIRE, OR ENGINEER APPROVED EQUAL. COLOR BLUE WITH WATER MAIN DECALS TO BE INSTALLED AT 1000 Fl'. MAX. SPACING, I FENCE LINES, ADJACENT TO VA L VES ETC. VERTICAL * SEE SPECIFICATIONS I-IORIZONTAL TYPICAL THRUST BLOCK DETAIL EXISTING MAIN MUEJLER#I-1-304 STAINLESS STEEL TAPP G TEE (OR EQUAL) EXIST! G MAIN MUELLER GATE VALVE (OR EQUA L ) NEW MAIN TRACER WIRE SHALL BE No. 12 AWG USE-2, RHW-2 OR RillISO L ID COPPER WIRE WITH 45 MIL POLYETI-IYLENE INSULATION AND SUITAB L E FOR DIRECT BURIAL INSTALLED LONGITUDINAL L Y ALONG THE PIPE TRENCH. ALL UNDER GROUND SPLICES IN TRACER WIRE SHALL BE CONNECTED WITH A DIRECT BURIAL SPLICE KJT. DETAIL OF WET TAP TO EXISTING MAIN TWO PACERS PLACED AT EACH END qr CASING, SECURED WITH DOUB E STICK TAPE (TYPICAL) TRACE� WIRE I RUBBER END SEA L WITH STAINLESS STEEL BANDS, MODEL I, WRAP AROUND i AS MANUF. BY PUBLIC WORKS MARKETING, INC., PH. I -800-5 I7-0395 OR APPROVED EQUAL. 6'- IO'TYPICAL BETWEEN SPACERS CASING P IPE NYLON CABLE TIES FOR TRACER WIRE, MIN. 2 PER PrPE 2'FROM BE L L EN CARRIER PIPE H.D.P.E. CASING SPACERS SECURED WITH DOUB L E STICK TAPE, STYLE PER MANUF. RECOMMENDATIONS, RAC! TYPE AS MANUF. BY PUBLIC WORKS MARKETING, INC. PI-I. 1-800-517-0395 OR APPROVED EQUAL. TYPICAL CASING/SPACERS/END SEAL DETAIL NOTE. METER SETTINGS DO NOT REQUIRE A PRESSURE REDUCING VALVE REGARDLESS OF THE STATIC P RESSURE AS PER AND-TROWATERAUTHORITY'S POLICY YOKE WITH BRACING EYE SEE SPECIFICATTON / METER BOX COVER BRASS NIPPLES 20" I.D. I-1.D.P.E. METER PIT 30" DEEP ANGLE BALL VALVE WITH LOCKING WINGS METER 3/4" CO P PER SERVICE FROM MAIN I 6" LONG RIGID P.VC . PrPE BRACE 1/2" DIA STANDARD 20" I.D. METER PIT 30" DEEP PRESSURE GAUGE STANDARD COPPER METER IDLER WITH 0-200 P.S.I. TAPPED PRESSURE GAUGE. GAUGE SHALL BE OF MATERIAL SUITABLE FOR GROUND WATER CONDITIONS. TO DETERMINE EXACT F L OW L OSSES, 5/8" x 3/4" WATER METER SHAL L BE ______ INSERTED IN PLACE OF IDLER. FORD CAT. No. VV-92-12 WITH FULL PORT WING BALL STOPS ON BOTH ENDS AND BRACING EYE. (OR EQUAL) 3/4" COPPER TYPE K SERVICE TUBE CORP. STO P STANDARD METER BOX COVER SET FLUSH WITH GROUND SURFACE VALVE STEM BOX VA L VE WATER MAIN 16" LONG RIGID P.V.C. PrPE BRACE 1/2" DIA. DETAIL OF PRESSURE REDUCING VALVE & WATER METER LEAK DETECTION DEVICE 9 N GRADE .. '•: .' ,:.. :, P.V.C. PrPE SAME CLOW F-20 OR MUE L LER #I-1-840 CUT-IN SLEEVE (OR EQUAL) EXISTING MAIN MUELLER GATE VALVE (OR EQUAL) EXISTING MAIN SIZE AS CUT FIE L D TILE EARTH L OAM BACKFILL CUT-IN SLEEVE FOR VALVE OR TEE TO EXISTING MAIN FERNCO ADAPTER (OR EQUAL) 2'MIN. FERNCO ADAPTER (OR EQUAL) -------;rr-T-m--] - - - - -fil.---1-_jj}--�EXISTING 2'MIN. FIELD TILE #53 STONE BACKFI L L UNDER P.V.C. Pr P E WATER LINE FIELD TILE REPAIR DETAIL #6 REINF. RODS IN STONE BASE MIN. 2'-0" DEEP (4 REQ'D.) #6 REINF. RODS (2 REQ'D.) CONC. PAD SET FLUSH WITH PAVEMENT OR GROUND SURFACE 0 STONE STONE ANCHORING COUPLING CLOW #1215 MJ (OR EQUAL) #6 REINF. RODS IN STONE BASE MIN. 2'-0" DEEP (4 REQ'D.) GATE VALVE, IF VALVE REQ'D. 17� BRANCH LINE �D.l., PL . MECHANlCAL JOINT GATE VALVE MECI-IANlCAL JOINT REDUCING TEE OR REDUCER AT CONTRACTORS OPTION. ANCHORING COUPLING REQ'D. EACH SIDE OF M.J. REDUCER WHEN REDUCER USED BUTTERFLY VALVE DETAIL CONC. THRUST BLOCK DETAIL OF BRANCH CONNECTION FOR DUCTILE, CAST IRON OR PLASTIC PIPE I REVISIONS BID SET 0 2024 Midwestern Engineer,s, lnc. 802 West Bro,.dway Street P.O. Box 295 Loogootee. lndimw 47553 DATE NOVEMBER 2024 DESIGN RDW DRAWN MKW Q.C. CHECK PROJECT NUMBER 2024093-00 8 8 OF 9 FlLE NUMBER 44452 Do Not Use Plan Previews for Take Off