0 " 0 � u a z u 0 0 w z � < a � � �l �i Q ........ g� Q 31 -s - 0 ' � ........ 8 9 � ml$:1; = -o u •• <ii� " � .o < �< "�ow � Q -� [al ow-" "" ,. 8� "-, 00 u< ·� Q N 5£, . <c REMOTE SENSOR INSTALLED IN LID WITH DRILLED OP ENING. HIGH STRENGTH POLYPROPYL ENE FRAME & COVER SE T FLUSH WITH GROUND SURFACE ANJ r oR LUGS HDPE PIT WITH REINFORCED RIBS WITH NOTCH ES FOR SERVICE LINE COMPACTED CLAY OR LOAM FILL AROUND PI T METER COPPER SETTER WITH �� PR ESSURE REDUCING VALVE. S EE SPECIFICATION FOR TYPE AND ACC ESSORIES REMOTE SENSOR INSTALLED IN LID WITH DRILL ED OPENING �:��T:NE����:���������ENE WITH GROU ND SURFACE HDPE PIT WITH REINFORCED IBS WI TH NOTCHES FOR SERVICE INE ANGLE DUAL CHECK VALVE M ETER YOKE WILL -� EXTEND THRU WALL DWUI TAHL¾P U" RC POOP SP E R E OU TLET CONNECTION M ETER COPPER SETTER WITH PRESSUR E REDUCING VALVE. S EE SPECIFICATIONS FOR TYPE AND ACC ESSORIES 13-3/16" " w 20" FOR 5/8"( 3/4" M ETERS z :,; " 24" FOR 1" METERS 1 1/2" ¾" HOPE, SDR-9 CTS ¾" x 1" INCREASER 13-3/16" 20" FOR 5/8" & 3/4" METERS 24" FOR 1" M ETME ERS TER (S EE SPECS) REMOTE SENSOR INSTALLED IN LID WITH DPORLILYLPERDOOPPYELNING. HIGH STRENGTH ENE FRAME & COVER S ET FLUSH WITH GROUND SURFACE 1---HDPE PIT WITH REINFORCED RIBS WITH NOTCH ES FOR SERVICE LINE COMPACTED CLAY OR LOAM FILL AROUND PI T C W O I RP. STOP ----, TH INSERT STIFFENER ¾" x 1" INCREASER "Y" COUPLING WITH INSERT S TIFFENERS 2" HDPE, SDR-9 C TS ] NOTE: SADDL ES REQUIRED ON ALL MAINS P ER SPECIFICATIONS DOUBLE METER SETTING C P A I UAP TTE I E L I BEFORE DIGGING - ---- s::::: :::::: : :-- - --I � R � IN THIS AREA -- 13 3/16" 20" FOR 5/8" & 3/4" METERS COMPACT ED CLAY OR LOAM FILL AROUND PIT 18" MIN. 24" FOR)" METERS EBYRACING E ANGLE BALL VALVE 1F"OCRT1S" C&L¾- 2"0I0N(LM I N . ) - - -, ET SETTERS UNL ESS OTHERWISE SP ECIFIED ¾" x 1" INCR EASER SES CTHT. E8R0 RSIUGPI DP OPRV CT 1P6I P" L O N G E, BRACE½" DIA. METER & BOX SETTING CORP. STOP - --� WITH INS ERT STIFFENER MAIN-lo SNAODTDE L ES REQUIRED ON ALL MAINS P ER SPECIFICATIONS IDENTIFICATION MARKER FOR TRACER WIRE, --� RHINO TRI-VI EW WITH TRACER WIRE POSTS, CARSO NITE TUFF CAT WITH TWO TERMINAL T EST ACCESS POINTS FOR TRACER WIRE, OR ENGINEER APPROVED EQUAL. COLOR BLUE WITH WA TER MAIN DECALS TO BE INSTALLED AT 1000 FT. MAX. SPACING, IN F ENCE LINES, ADJACENT TO VALV ES ETC. TRACER WIRE SHALL BE No. 12 AWG USE-2, RHW-2 -" ' OR RHH SOLID COPP ER WITH 45 MIL POLYETHYLENE I NSULATION AND SUITABLE FOR DIRECT BURIAL I NSTALLED LONGITUDINALLY ALONG THE PIPE TR ENCH. ALL UNDER GROUND SPLICES IN TRACER WIR E SHALL BE CONNECTED WITH THE USE OF COPPERHEAD SNAK EBITE WATERPROOF CONN ECTORS. --- GRADE LOCATION MARKER WITH TRACER WIRE TERMINAL TEST POINTS NOTE: CON TRACTOR SHALL BE REQUIRED TO PROVIDE PHOTOGRAPHS OF THE FIELD TILE REPAIR (BOTH PRIOR TO AND AFTER R EPAIR) PRIOR TO EARTH LOAM BACKFILL. THE CON TRACTOR SHALL PROVIDE A LABELED 3-RING BINDER CONTAINING THE REQUIRED PHO TOGRAPHS. EACH PHOTOGRAPH SHALL BE PROPERLY LABELED WITH THE PROP ER STATIONING, SIZE OF TILE REPAIR, DATE OF REPAIR AND PROPERTY OWNER FEIXEILSDT ITNIGL E ADAPTER INSTALLED EACH SID E OF FIELD TILE REPAIR 2' MIN. WATER MAIN EARTH LOAM BACKFILL PIP E SAME SIZE AS CUT FI ELD TILE 2'MIN. #53 STONE BACKFILL UND ER PIPE FIELD TILE REPAIR DETAIL EFIXISTING ELD TILE (') INCREASE TRENCH DEPTH AS NECESSARY TO PREVENT EXCEEDING RECOMMENDED PIP E JOINT DEFLECTION. USE FITTINGS AND CONCRETE ANCHOR BLOCKS IF TRENCH D EPTH EXCEEDS REASONABLE CONSTRUCTION DEPTHS. GRAD E (') MIN. 4'-0" CRUSHED STONE NO TE: 1. S EE PLAN SHEETS AND CROSS SECTIONS FOR SIZE AND TYPE OF PIPE 2. PLASTIC PIP E SHALL BE ENCASED WITH SAND. 3. IF ROCK IS ENCOUNTERED, MIN. 6" SAND BEDDING IS REQUIRED UNDER ALL TYPES OF PIPE. CREEK CROSSING SECTION #4 BARS CONTINUOUS TOP & BOTTOM -.-r.-�7.1' "----v- 6x6 1o/i 0 W.W.M. DRAINAGE GATE 3'-0" 2'-0" URSOELL6" OF No. 53 AGG. ED EACH 2" AS DETAILED ON PLANS 2" CROWN SUBGRADE 2'-0" 3'-0" 1l2::::: 3 FINISHED CROSS SECTION ACCESS ROAD NOTE: HORIZONTAL DISTANC ES ARE MEASURED AT RIGHT ANGLES TO THE C.L OF TRACKS OPEN CUT BEYOND RJW LINE BEYOND RJW LINE SEAL 2' BEYOND TOE OF SLOP E (25' MIN I D 3 I ' BEYOND T(25C'HMLININ)E _ I TYPICAL GATE VALV E CARRI ER PIPE TO BE D.I. R ESTRAINED JOINT RR J SRW E . AL STEEL CASING PIPE P ER SPECIFICATIONS RAILROAD CROSSING SECTION PAVEMENT OPEN CUT TGYAPTICAL E VALVE MAIN MIN. 12'-0" STATE HIGHWAY I MIN. 12'-0" STATE HIGHWAY MIN G . 2 R '- A 0 D " COUNTY ROAD E \ � z :,; " ' HALL B E RESTRAINED _J MJ OAIINN S T 3C' ABSEI NY OGP I PE WITHIN THE AND SHALL EXTEND ND EACH END I MIN. 2'-0" COUNTY ROAD � - z " "' L STEEL CASING PIPE PER SPECIFICATIONS TO B E BORED ROADWAY BORING SECTION ' -STEEL CASING WITH BRICK/ MORTAR END SEAL P ER SPECIFICATIONS S ECTION ""''-". ' .,_ #4 BARS CONTINUOUS -j 8 ' fPLAN HEADWALL DETAIL - TWO SPACERS \ PLAC ED AT EACH (OTFY POIFC ACLA)S I N G I \ )� - - CASING PIPE _j � 6' -10' TYPICAL ,- POLYETHYLENE 2' FROM B ETWEEN SPACERS ENCASEMENT REQ'D BELL END FOR ALL 0.1. PIP E I I == == ="' ------ ' � CARRIER PIPE - NYLON CABL E TIES FOR TRACER WIR E, MIN. 2 PER PIPE STAINL ESS STEEL CASING SPACER WITH POLYMER RUNN ERS � - -·l ' TYPICAL CASING SPACERS AND END SEALS DETAIL TYPICAL DETAIL SHEET • REVISIONS 08/01/2025 BID SET C 2025 Midwestern Engineers. Inc. 802 West Bro,1dway St"'ct r O Tio., 295 Loogootee. Indiana 47SS3 DATE AUGUST 2025 DESIGN E.K.P. DRAWN M.M.C. Q,C. CHECK PROJECT NUMBER 2023054-00 1 2 12 OF 13 I Fll.E NUMBER 45099 I Do Not Use Plan Previews for Take Off
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