Midwestern Engineers, Inc. Plan Preview

,, � � - 6 z "' w � � w �· ,,,, "' !� z Nr jj rn_ ' ! �o 0 0 " wS --- <, N = JI rn o ., � cW --- /l � � cr-1 cJ � .. 1t � � ::: �8 zZ C 8 ;; , :i:: �« oy 5'" 55, ro «� REMOTE SENSOR INSTALLED IN LID WITH DRILLED OPENING. HIGH STRENGTH POLYPROPYLENE FRAME & COVER SET FLUSH WITH GROUND SURFACE ANCHOR LUGS� ------ � ✓, HOPE PIT WITH REINFORCED RIBS WITH NOTCHES FOR SERVICE LINE COMPACTED CLAY OR LOAM FILL AROUND PIT 1 1/2" 13-3/16" '" 20" FOR 5/8"( 314"METERS 24" FOR 1" METERS 13-3/16" '" 20"FOR 518" & 314"METERS 24" FOR 1" METERS METER (SEE SPECS) r °'"'' ¾"x 1" INCREASER ¾"HOPE, SOR-9 CTS 1" HOPE, SDR-9 CTS ___ __...,,,__/!- 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 CORP. STOP ----, WITH INSERT STIFFENER COMPACTED CLAY OR LOAM FILL AROUND PIT MAIN--\ □ 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. EXISTING FIELD TILE ADAPTER INSTALLED EACH SIDE OF FIELD TILE REPAIR --fTH"-m--- - - - -,U4-..JII--- - - - 2' MIN. WATER MAIN EARTH LOAM BACKFILL PIPE SAME SIZE AS CUT FIELD TILE 2' MIN #53 STONE BACKFILL UNDER PIPE FIELD TILE 3'-0" 2'-0" AS DETAILED ON PLANS 2'-0" 3'-0" USE 6"OF No. 53 AGG. ROLLED EACH 2" 2"CROWN SUBGRADE FINISHED CROSS SECTION ACCESS ROAD NOTE: HORIZONTAL DISTANCES ARE MEASURED AT RIGHT ANGLES TO THE C.L. OF TRACKS BEYOND RN/ LINE 2' BEYOND TOE OF SLOPE (25' MIN ) BEYOND RN/ LINE 3' BEYOND DITCH LINE (25' MIN ) R R METER COPPER SETTER WITH �� PRESSURE REDUCING VALVE. ¾"HOPE, SDR-9 CTS J NOTE: SADDLES REQUIRED ON ALL MAINS PER SPECIFICATIONS FIELD TILE REPAIR DETAIL RN/ , r TYPICAL I / GATE VALVE SEE SPECIFICATION FOR TYPE "Y" COUPLING WITH INSERT STIFFENERS 2"HOPE, SDR-9 CTS / SEAL AND ACCESSORIES REMOTE SENSOR INSTALLED IN LID WITH DRILLED OPENING HIGH STRENGTH POLYPROPYLENE FRAME AND COVER SET FLUSH WITH GROUND SURFACE ANCHOR LUGS - ---+ -- ( ✓ 1 HOPE PIT WITH REINFORCED IBS W!TH NOTCHES FOR SERVICE !NE ANGLE DUAL CHECK VALVE METER YOKE WILL -� EXTEND THRU WALL WITH¾" COPPER DUAL PURPOSE OUTLET CONNECTION METER COPPER SETTER WITH PRESSURE REDUCING VALVE. SEE SPECIFICATIONS FOR TYPE AND ACCESSORIES ¾"x 1" INCREASER DOUBLE METER SETTING 13 3116' 20"FOR 518"& J/4"METERS COMPACTED CLAY OR LOAM FILL AROUND PIT 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 CORP. STOP ----� WITH INSERT STIFFENER MAIN---< □ NOTE SADDLES REQUIRED ON ALL MAINS PER SPECIFICATIONS MANHOLE COVER SHALL BE ALUMINUM WITH LIFTING HANDLE AND PADLOCK HASP ALL JOINTS SHALL BE WATER PROOF WITH BITUMINOUS MASTIC ALL JOINTS SHALL BE WATER PROOF WITH BITUMINOUS MASTIC VALVE BOX � COVER "-...._ 4" DIA. PRECAST CONG. MANHOLE 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 , , , , , 4'-0" . 5" • · , 1 ----�--�--�--�--1�- - , . ,. �Nc·s�p�oR: P _ !',O . ' ;,' . , . , ,, : •··• ' ,• ' ,• . ' , ' , ' , , ; , • .• INLET COPPER SETTER FOR 2" � SLOPE ALUMINUM ____/'\--J VALVE BOX TOP 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 P R.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 C p A I UA P n' IE L I BEFORE DIGGING ---s s:::: ::::::::---- -- -I � R � IN THIS AREA -- 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 INSTALLED 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 WITH45 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 I') 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: 1 SEE PLAN SHEETS AND CROSS SECTIONS FOR SIZE AND TYPE OF PIPE 2. PLASTIC PIPE 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 1 9,fo W.W.M. DRAINAGE GATE , TYPICAL GATE VALVE CARRIER PIPE TO BE 0.1. RESTRAINED JOINT 1 MAIN STEEL CASING PIPE PER SPECIFICATIONS RAILROAD CROSSING SECTION OPEN CUT PAVEMENT MIN. 12'-0"STATE HIGHWAY I MIN. 2'-0"COUNTY ROAD I GRADE \ ,. "' " "' N b MAIN SHALL BE RESTRAINED _J L STEEL CASING PIPE PER SPECIFICATIONS JOINT PIPE WITHIN THE CASING AND SHALL EXTEND TO BE BORED 3' BEYOND EACH END OPEN CUT MIN. 12'-0"STATE HIGHWAY MIN. 2'-0"COUNTY ROAD ROADWAY BORING SECTION - STEEL CASING WITH BRICK I MORTAR END SEAL PER SPECIFICATIONS SECTION - TWO SPACERS 6' - 10' TYPICAL - POLYETHYLENE 2' FROM \ : PLACED AT EACH BETWEEN SPACERS ENCASEMENT REQ'O BELL END OF OF CASING FOR ALL 0.1. PIPE TYPICAL) I I I - t L \ �� � -- - � )� - = � -- - - ' ' ' LOCATION MARKER WITH TRACER WIRE TERMINAL TEST POINTS PLAN CASING PIPE _/ - - NYLON CABLE TIES FOR TRACER WIRE, MIN. 2 PER PIPE STAINLESS STEEL CASING SPACER WITH POLYMER RUNNERS \__ CARRIER PIPE MANHOLE COVER SHALL BE ALUMINUM WITH LIFTING HANDLE ANO PADLOCK HASP AS MANUF. BY HALLIDAY PRODUCTS MODEL No. A48R OR ENGINEER APPROVED EQUAL , . ,. . ', ' . .. .. · : 4'-0" SEE SPECIFICATIONS FOR METER TYPE AND ACCESSORIES [ FLANGED COUPLING ADAPTER PIPE SIZE TO METER SIZE ADAPTER I CONG. FLOOR . .. , . . 5" • ... :., . w 4" DIA. PRECAST CONG. MANHOLE ------------ VALVE BOX COVER � SLOPE= ------------ALUMINUM VALVE BOX TOP � 1---- 6" PIPE w n_ n_ z " � GATE VALVE 1'-6" MIN. 2"DRAIN WHEN APPLICABLE HEADWALL DETAIL TYPICAL CASING SPACERS AND END SEALS DETAIL 2" P.R.V. VALVE & SETTING 1 1/2" AND LARGER WATER METER & BOX SETTING -l I REVlSIDNS C 2023 Midwestern Engine�rs. Inc. 802 West 13rondwny Str,'<'I P.O. Box 295 Looiootcc. lndi,ma 475.H DATE JULY 2023 DESIGN J.W.W. DRAWN K.J.G. I,_ N.R.M. Q.C. CHECK PROJECT NUMBER 2021089-01 12 12 OF FU£ NUMBER 43481 12 I Do Not Use Plan Previews for Take Off