Midwestern Engineers, Inc. Plan Preview

INSTALL PLUG & C O NC. THRUST BL O CK F O R HYDRANT AT END O F UNE C O NC. THRUST BLOCK MAIN BELL RESTRAINT HARNESS O R RESTRAINED J O INT PIPE REQUIRED PER TABLE IN SPECIFICATI O NS I SEESPECS I F O R MIN LENGTH I,---------'fR ] [p �N STONE BED A* . . . . . . STONE BED VERTICAL #4 REBAR BENT AS SH O WN .. MJN. 3'-0" FLUSH HYDRANT (SEE SPECS) MECHANICAL J O INT TEE C.I FLUSH HYDRANT WlTH MECHANICAL J O INT C O NN. il il MJN. 3'-0" N O TE USE REDUCING TEE IF REQUTRED , 1/, SCREW TYPE ',;:'. VALVE B O X GATE VALVE- - � PER SPECIFIC TI O NS MAIN MEGA-LUGS N O TE, ANCH O RJNG C O UPUNGS MAY BE USED T O SECURE VALVE T O MAIN AND HYDRANT IF ACCEPTABLE BY OWNER. ST O NE BASE WASHED ORAVEL O R CRUSHED STONE #5 PRECAST C O NC. SLABS OR P O URED THRUST BL O CKS WEDGED BETWEEN HYDRANT AND FIRM FACE OF TRENCH DETAIL OF FLUSH HYDRANT CONNECTION #4 REBAR BENT AS SH O WN D.I. FITTING WITHMECHANICAL J O INT � ---------------- RESTRAINED T O P[PE 'SEE SPECIFICATI O NS 'i:;;;;:JJ;------ BELL RESTRAINT HARNESS O R � RESTRAINED J O INT P[PE STONE BED H O RIZONTAL . .. . ' " ,. REQUIRED PER TABLE IN SPECIFICATI O NS IDENTIFICATI O N MARKER FOR TRACER WIRE, RHINO TRJ-VIEW WITH TRACER WIRE P O STS, CARS O NITE TUFF CAT WITH TWO TERMINAL TEST ACCESS POINTS F O R TRACER WIRE, O R ENGINEER APPR O VED EQUAL. C O L O R BLUE WITH WATER MAIN DECALS T O BE INSTALLED AT IOOOFT. MAK SPACING, IN FENCE LINES, ADJACENT TO VALVES ETC. TYPICAL THRUST BLOCK DETAIL STAINLESS STEEL TAPPING TEE WITH D L EPOXY C O ATED FLANGE (250 PSI) EXISTING MAIN EXISTING MAIN RESILIENT WEDGE TAPPING VALVE TRACER WIRE SHALL BE No. 12 AWG USE-2. RHW-2 O R RHH S O LID C O PPER WIRE WITH 45 MIL P O LYETHYLENE INSULATI O N AND SUITABLE F O R DIRECT BURJAL INSTALLED L O NGITUDINALLY ALONG THE PIPE TRENCH. ALL UNDER GR O UND SPLICES IN TRACER WIRE SHALL BE C O NNECTED WITH A DIRECT BURIAL SPLICE KIT NEW MAIN N O TE, WATER METER AND PRESSURE REDUCING VALVE C O MBINATION SHALL BE INSTALLED O N ALL SERVICES \VHERE STATIC PRESSURE EXCEEDS 75 PSI 3/4" PRESSURE REDUCING VALVE STANDARD INLET PRESSURE RANGE FR O M 35 T O 400 P S L AND REDUCED O UTLET PRESSURE RANGE O F 15 TO 150 P.S.I DUAL ANGLE CHECK VALVE ASSE APPR O VED SUPPLIED WITH SETTER. / \ \ I CAST IRON FRAME AND C O VER BRASS NIPPLES 20" LO. H.D.P.E. METER PIT 30" DEEP \ ___ --Jt--TANDEM C O PPER SETTER WITH 12" RISE AND 12" EXT LEG,¾" M[P OUTLET AND¾" CTS INLET ',j.. __HD.P.E. SDR-9 CTS SERVICE FR O M MAIN 16" L O NG SCH. 80 RIGID P.V.C. 12" H O RJZ O NTAL P[PE BRACE 1(2" DIA. O UTLET EXTENSION DETAIL OF PRESSURE REDUCING VALVE & WATER METER STANDARD 20" I.D. METER PIT 30" DEEP PRESSURE GAUGE STANDARD C O PPER METER IDLER WITH 0-200 P.S.I. TAPPED PRESSURE GAUGE. GAUGE SHALL BE O F MATERJAL SUITABLE F O R GR O UND WATER C O ND!Tl O NS. T O DETERMINE EXACT FLOW L O SSES, 5/8" x 3/4" WATER METER SHALL BE INSERTED IN PLACE O F IDLER. C O PPER SETTER WITH FULL P O RT WING BALL ST O PS O N B O TH ENDS AND BRACING EYE. ( O R EQUAL) 3/4" C O PPER TYPE K SERVICE TUBE C O RP. ST O P STANDARD METER B O X C O VER SET FLUSH WITH GR O UND SURFACE VALVE STEM B O X VALVE WATER MAIN 16" L O NG RJGID P.V.C. PIPE BRACE 1/2" DIA. MINIM"lJM O F 1-1/2" HMA #I I SURFACE COURSE, 3" HMA #8 INTERMEDIATE C O URSE. & 4" HMA #5 BASE, T O BE INSTALLED BY CITY STREET DEPT OUTSIDE O F THIS PROJECT. MIN. 12" O VERCUT REQ'D O N EACH SIDE O F TRENCH LEAK DETECTION DEVICE BID PROPOSAL REFLECTS TNDOT No. 53 STONE T O BE PLACED EITHER 14-1/r BELOW EX. ASHAULT SURFACE OR 6" IN DEPTH AND LEFT 8-1/2" L O W T O ALL O W CITY T O PAVE. 12" >----I BED / ENCASE w1n1 IN.D OT. No.I I CRUSHED STONE BACKFILL T O 6" AB O VE T O P OF PIPE IN AREAS WHERE FL O WABLE FILL rs REQ'D. -=I 11 GRADE TRENCH IN ACC O RDANCE WITH O SHA REGULATl O NS 'NOTE: MINIMUM TRENCH WIDTH FOR SERVICE LINE TRENCH CUTS SHALL BE 14" "' PIPE 0.0. CONTRACT O R T O SAW CUT EXISTING PAVEMENT TO ENSURE A CLEAN EDGE EXISTING PAVEMENT =1 BACKFILL WITH FL O WABLE FILL IN AND WITHIN 5' O P STREET AREAS AND UNDER AND WITHIN 3' O F SIDEWALK / DRIVE AREAS. (ALTERNATE BID - IND O T #8 ST O NE COMPACTED IN 6"L!FTS WITH VIBRAT O RY COMPACTI O N EQUIPMENT. T O P 6" SHALL BE No. 53 ST O NE WITH FILTER FABRIC PLACED IN BETWEEN 8's& 53's) CL O W F -20 O R MUELLER #H-840 CUT-IN SLEEVE O R ENGINEER APPR O VED EQUAL EXISTING MAIN RESILIENT WEDGE GATE VALVE EXISTING MAIN STREET REPAIR/ TRENCH DETAIL NOT T O SCALE P.Y.C. P[PE SAME SIZE AS CUT FIELD TILE FERNC O ADAPTER (OR EQUAL) 2' MIN. EARTH L O AM BACKFILL CUT-IN SLEEVE FOR VALVE OR TEE TO EXISTING MAIN FERNCO ADAPTER °""'""'~ ,r- ------ +--'-- (O _ R EQUAL) 2'MIN , I '\:_EXISTING FIELD TILE #53 ST O NE BACKFILL UNDER P.V.C. PIPE WATER LINE ,,..___ D.l. O R P V C. MAIN LINE PIPE (TYP.) ,_ LOCATION MARKER WITH TRACER WIRE TERMINAL TEST POINTS FIELD TILE REPAIR DETAIL � BELL RESTRAINT HARNESS O R RESTRAINED J O INT PIPE REQUIRED PER TABLE IN SPECIFICATI O NS DETAIL OF WET TAP TO EXISTING MAIN TRACER WIRE TW O SPACERS PLACED AT EACH END O F CASING (TYPICAL) WRAP AR O UND RUBBER END SEAL WlTH STAINLESS STEEL BANDS P O LYETHYLENE ENCASEMENT REQUIRED FOR ALL D.l. PIPE 6' - 10' TYPICAL BETWEEN SPACERS CASING PIPE NYLON CABLE TIES F O R TRACER WIRE, MIN. 2 PER P[PE STAINLESS STEEL CASING SPACERS WITH P O LYMER RUNNERS 2' FR O M BELL EN CARRIER P[PE TYPICAL CASING SPACERS AND END SEALS DETAIL VALVE BOX SHALL BE SCREW TYPE 2-PTECE O R 3-PIECE CAST IR O N WITH CAST IRON LID #6 REINF RODS (2 REQ'D.) C O NC. PAD .. . . · .. -. ' . ' .... ·: SET FLUSH WITH PAVEMENT O R GR O UND SURFACE BUTTERFLY VALVE DETAIL GATE VALVE(IF REQ'D) -� ANCH O R C O UPLING-� O R FOSTER ADAPTER ST O NE � GATE VALVE(IF REQ'D) ANCHOR C O UPLING-� O R FOSTER ADAPTER D.l. TEE �-- VALVE WITH MECHANICAL J O INT RESTRAINED T O P[PE 1- SEE SPECS F O R MIN. LENGTH GATE VALVE(IF REQ'D) ANCH O R C O UPLING O R F O STER ADAPfER C O NCRETE THRUST BL O CK DETAIL OF BRANCH CONNECTION FOR DUCTILE, CAST IRON OR PVC PIPE • I REVISIONS BID SET 0 2024 Midwe�!em Engincrrs. Inc. 802 West Broadway S1.-.:e1 P.O. Box 295 Loogootee. Indiana 47553 DATE JAN. 2024 DESIGN R.D.W. DRAWN K.J.G. !. C.Z.M. Q.C. CHECK PROJECT NUMBER 2021079-00 8 8 OF 17 FILE NUMBER 43607 Do Not Use Plan Previews for Take Off