Midwestern Engineers, Inc. Plan Preview

0 w 0 0 "' z � z w " ::"= l? "' <w {()� �! ! "'1:: "' Q - Q �� � s_-i__ fj ---11!� , •w ..a� : -c ;:.2 :;;; "o wo .. wz z -, ;;:� 00 �- 6 N Cc - - 0 • <c REMOTE SENSOR INSTALLED IN LID WITH DRILLED OPENING. HIGH STRENGTH POLYPROPYLENE FRAME& COVER SET FLUSH WITH GROUND SURFACE HOPE PIT WITH REINFORCED RIBS WITH NOTCHES FOR SERVICE LINE COMPACTED CLAY OR LOAM FILL AROUND PIT METER COPPER SETTER WITH PRESSURE REDUCING VALVE. SEE SPECIFICATION FOR TYPE AND ACCESSORIES REMOTE SENSOR INSTALLED IN LID WITH DRILLED OPENING 13-3/16" I " 20"FOR 5/8 ) & 3/4" METERS " 24" FOR 1" METERS 1 1/2" ¾" HOPE, SDR-9 CTS ¾" x 1" INCREASER 13-3/16" I " 20" FOR 5/8"& 3/4"METERS 24" FOR 1" METERS REMOTE SENSOR INSTALLED IN LID WITH DRILLED OPENING. HIGH STRENGTH POLYPROPYLENE FRAME& COVER SET FLUSH WITH GROUND SURFACE r------ANCHOR LUGS ,�-HOPE PIT WITH REINFORCED RIBS WITH NOTCHES FOR SERVICE LINE COMPACTED CLAY OR LOAM FILL AROUND PIT CORP. STOP ----� WITH INSERT STIFFENER ¾" x 1" INCREASER "Y" COUPLING WITH INSERT STIFFENERS 2"HOPE, SDR-9 CTS NOTE, SADDLES REQUIRED ON ALL MAINS PER SPECIFICATIONS DOUBLE METER SETTING 13 3/16" NOTE, CONTRACTOR SHALL BE REQUIRED TO PROVIDE PHOTOGRAPHS OF THE FIELD TILE REPAIR (BOTH PRIOR TO AND AFTER REPAIR) PRIOR TO EARTH LOAM BACKFILL. THE CONTRACTOR SHALL PROVIDE A LABELED 3-RING BINDER CONTAINING THE REQUIRED PHOTOGRAPHS. EACH PHOTOGRAPH SHALL BE PROPERLY LABELED WITH THE PROPER STATIONING, SIZE OF TILE REPAIR, DATE OF REPAIR AND PROPERTY OWNER. ADAPTER INSTALLED EACH SIDE OF FIELD TILE REPAIR WATER MAIN EARTH LOAM BACKFILL PIPE SAME SIZE AS CUT FIELD TILE #53 STONE BACKFILL UNDER PIPE FIELD TILE REPAIR DETAIL (') INCREASE TRENCH DEPTH AS NECESSARY TO PREVENT EXCEEDING RECOMMENDED PIPE JOINT DEFLECTION. USE FITTINGS AND CONCRETE ANCHOR BLOCKS IF TRENCH DEPTH EXCEEDS REASONABLE CONSTRUCTION DEPTHS. GRADE (') MIN. 4'-0"CRUSHED STONE NOTE 3 '- 0" 2'-0" USE 6" OF No. 53 AGG. ROLLED EACH 2" AS DETAILED ON PLANS 2"CROWN SUBGRADE 2'-0" 1L:::::: 3 FINISHED CROSS SECTION ACCESS ROAD NOTE, HORIZONTAL DISTANCES ARE MEASURED AT RIGHT ANGLES TO THE C.L. OF TRACKS BEYOND RN/ LINE ·I I • BEYOND RN/ LINE If-RR I I RN/ I I SEAL 2' BEYOND TOE OF SLOPE (25' MIN ) TYPICAL GATE CARRIER PIPE TO BE 3' BEYOND DITCH LINE (25' MIN.) VALVE 0.1. RESTRAINED JOINT R.R. ---- 1 I - 11 SEAL STEEL CASING PIPE PER SPECIFICATIONS RAILROAD CROSSING SECTION OPEN CUT OPEN CUT TYPICAL GATE VALVE MAIN 1. SEE PLAN SHEETS AND CROSS SECTIONS FOR SIZE AND TYPE OF PIPE 2. PLASTIC PIPE SHALL BE ENCASED WITH SAND. MIN. 12'-0" STATE HIGHWAY i PAVEMENT MIN. 12'-0" STATE HIGHWAY HIGH STRENGTH POLYPROPYLENE FRAME AND COVER SET FLUSH WITH GROUND SURFACE z " "' ANCHOR LUGS - ---+ -- ( ✓ 1 20"FOR 5/8"& 3)4" METERS z " " COMPACTED CLAY OR LOAM FILL AROUND PIT HOPE PIT WITH REINFORCED IBS WITH NOTCHES FOR SERVICE INE ANGLE DUAL CHECK VALVE METER YOKE WILL -EXTEND THRU WALL WITH¾" COPPER DUAL PURPOSE OUTLET CONNECTION METERCOPPER SETTER WITH PRESSURE REDUCING VALVE. SEE SPECIFICATIONS FOR TYPE AND ACCESSORIES 18"MIN. MANHOLE COVER SHALL BE ALUMINUM WiTH LIFTING HANDLE AND PADLOCK HASP 4"DIA. PRECAST CONG MANHOLE 24" FOR J" METERS BRACING EYE ANGLE BALL VALVE 1"CTS CL-200 (MIN.) - --, FOR 1"& ¾" INLET SETTERS UNLESS OTHERWISE SPECIFIED ¾" x 1"INCREASER SETTER SUPPORT 16" LONG SCH. 80 RIGID PVC PIPE, BRACE½"DIA. METER & BOX SETTING 4'-0" . 5" , ALL JOINTS SHALL BE WATER PROOF WITH BITUMINOUS MASTIC CORP. STOP- - - -, WITH INSERT STIFFENER MAIN--10 NOTE, SADDLES REQUIRED ON ALL MAINS PER SPECIFICATIONS ALL JOINTS SHALL BE WATER PROOF WITH BITUMINOUS MASTIC VALVE BOX� COVER "'e - SLOPE •._. :t-------- ------+. ~. �.-t-- COPPER SETTER FOR 2" ALUMINUM __/H VALVE BOX TOP 2" PRESSURE REDUCING VALVE ADJUST RANGE 28 TO 85 PSI MIN. PIPE COVER PER SPECIFICATIONS 2" CTS CL-200 (MIN.) AS APPLICABLE OUTLET PIPE SLEEVE WITH LINK-SEAL (TYP. ALL PENETRATIONS) REDUCER--' AS REQUIRED CONG. FLOOR ,•, ·' -•·, .. . '• ... , ·-· INLET .. .'·· FLANGED METER WITH BYPASS, BALL VALVE INLET AND OUTLET (GRIP JOINT FOR COPPER) AND(2 REQ'D) FEMALE BRONZE METER FLANGE. CONTRACTOR SHALL VERIFY THE PR.V. 6"PIPE ---1 LAYING LENGTH TO FIT BY-PASS FULL PORT BALL VALVE WITH PADLOCK WINGS 2"CTS CL-200 (MIN.) AS APPLICABLE - REDUCER AS REQUIRED 2"DRAIN WHEN APPLICABLE PIPE SLEEVE WITH LINK SEAL ON ALL PENETRATIONS GATE VALVE � STONE LINE SIZE 3. IF ROCK IS ENCOUNTERED, MIN. 6" SAND BEDDING IS REQUIRED UNDER ALL TYPES OF PIPE. MIN. 2'-0"COUNTY ROAD MIN. 2'-0"COUNTY ROAD IDENTIFICATION MARKER FOR TRACER WIRE, --RHINO TRI-VIEW WITH TRACER WIRE POSTS, CARSONITE TUFF CAT WITH TWO TERMINAL T EST ACCESS POINTS FOR TRACER WIRE, OR ENGINEER APPROVED EQUAL. COLOR BLUE WITH WATER MAIN DECALS TO BE INSTALLEO AT 1000 FT. MAX. SPACING, IN FENCE LINES, ADJACENT TO VALVES ETC. TRACER WIRE SHALL BE No. 12 AWG USE-2, RHW-2 OR RHH SOLID COPPER WITH 45 MIL POLYETHYLENE INSULATION AND SUITABLE FOR DIRECT BURIAL INSTALLED LONGITUDINALLY ALONG THE PIPE TRENCH. ALL UNDER GROUND SPLICES IN TRACER WIRE SHALL BE CONNECTED WITH THE USE OF COPPERHEAD SNAKEBITE WATERPROOF CONNECTORS. GRADE LOCATION MARKER WITH TRACER WIRE TERMINAL TEST POINTS MANHOLE COVER SHALL BE ALUMINUM WITH LIFTING / 4"DIA PRECAST HANDLE AND PADLOCK HASP AS MANUF. BY HALLIDAY CONG. MANHOLE PRODUCTS MODEL No. A48R OR ENGINEER APPROVED EQUAL �--------------VALVE BOX COVER 'ErsLOPE - -" 4'-0" . 5" ·, _. J--------�-------1""-+-- <n --------------ALUMINUM VALVE BOX TOP .-.. . • SEE SPECIFICATIONS FOR METER TYPE AND ACCESSORIES FLANGED COUPLING ADAPTER PIPE SIZE TO METER SIZE ADAPTER ' . �·. :_-co , ... .. CONG. FLOOR Q_ <n � 0:w> wa_ a: z " 1'-6" MIN. 1---- 6" PIPE � GATE VALVE 2"DRAIN WHEN APPLICABLE CREEK CROSSING SECTION #4 BARS CONTINUOUS TOP& BOTTOM fr.� �� ,-; ,": "'· :."". : f'-- - -,,� ::I::: ::TE � ---- "'L 1,-, ··.0··. " SECTION ==--,,_ #4 BARS CONTINUOUS -j 8 " f- PLAN HEADWALL DETAIL GRADE \ " HALL BE RESTRAINED _J MAIN S JOINT P CASING 3' BEYO IPE WITHIN THE AND SHALL EXTEND ND EACH END I ,f!l � a, ----------- -- ---- ------- L STEEL CASING PIPE PER SPECIFICATIONS TO BE BORED ROADWAY BORING SECTION STEEL CASING WITH BRICK / MORTAR END SEAL PER SPECIFICATIONS TWO SPACERS PLACED AT EACH OF OF CASING (TYPICAL) 6' - 1O' TYPICAL BETWEEN SPACERS POLYETHYLENE ENCASEMENT REQ'D FOR ALL D.l. PIPE NYLON CABLE TIES FOR 2' FROM BELL END CASING PIPE TRACER WIRE TRACER WIRE, MIN. 2 PER PIPE STAINLESS STEEL CASING SPACER WITH POLYMER RUNNERS CARRIER PIPE TYPICAL CASING SPACERS AND END SEALS DETAIL 2" P.R.V. VALVE & SETTING 1 1/2" AND LARGER WATER METER & BOX SETTING • REVISIONS BID SET Cl 2023 11.Iidwestcm Engineers. Inc. 802 Wes! Broadway Street ?.O Box 295 Loo�ootee. 1.ndiana 47553 DATE 2023 DESIGN R.D.W. DRAWN K.J.G. Q.C. CHECK PROJECT NUMBER 2020031-04 9 9 OF 9 FIL£ NUMBER 53589 Do Not Use Plan Previews for Take Off