Midwestern Engineers, Inc. Plan Preview

REMOTE SENSOR INSTALLED IN LID WITH DRILLED OPENING. HIGH STRENGTH POLYPROPYLENE FRAME & COVER SET FLUSH WITH GROUND SURFACE ANCHOR LUGS - ------ � ✓ 1 HOPE PIT WITH REINFORCED RIBS WITH NOTCHES FOR SERVICE LINE COMPACTED CLAY OR LOAM FILL AROUND PIT 1 1/2" 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 • I 20"FOR 5/8"& 3/4"METERS 24" FOR 1" METERS METER (SEE SPECS) ¾"HOPE, SDR-9 CTS 13-3/16" "' "' I z • " I • N 20"FOR 5/8"& 3/4"METERS 24" FOR 1" METERS C _§_ METER • (SEE SPECS) 6 1 1/2" ¾" x 1"INCREASER ¾"HOPE, SDR-9 CTS 1"HOPE, SDR-9 CTS ----'--/! ¾"x 1"INCREASER "Y"COUPLING WITH INSERT STIFFENERS DOUBLE METER SETTING 13 3/16" 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 CORP. STOP WITH INSERT STIFFENER COMPACTED CLAY OR LOAM FILL AROUND PIT 2"HOPE, SDR-9 CTS NOTE, SADDLES REQUIRED ON ALL MAINS PER SPECIFICATIONS HOLLOW COPPER TUBE TERMINAL TEST ACCESS POINT I--+- INSERT TRACER WIRE &! INTO TUBE AND CRIMP 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. PIPE COUPLING ADAPTER INSTALLED EACH SIDE OF FIELD TILE REPAIR OR ENGINEER APPROVED EQUAL ___]fl_________ ----- --------- EXISTING FIELD TILE 2' MIN. WATER MAIN EARTH LOAM BACKFILL PVC PIPE SAME SIZE AS CUT FIELD TILE =========m==-= :L EXISTING __2_ ' _ M_ IN__ ,-al FIELD TILE #53 STONE BACKFILL UNDER PVC 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 (') n 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 " 3'-0" FINISHED CROSS SECTION ACCESS ROAD NOTE, HORIZONTAL DISTANCES ARE MEASURED AT RIGHT ANGLES TO THE C.L OF TRACKS BEYOND R/W LINE • I I . BEYOND R/W LINE 1--- R.R I R/W SEAL 2' BEYOND TOE OF SLOPE (25' MIN ) 3' BEYOND DITCH LINE (25' MIN.) _l TYPICAL GATE VALVE CARRIER PIPE TO BE 0.1. RESTRAINED JOINT R.R.� 1 I R/W 11 SEAL STEEL CASING PIPE PER SPECIFICATIONS RAILROAD CROSSING SECTION OPEN CUT OPEN CUT TYPICAL GATE VALVE MAIN HIGH STRENGTH POLYPROPYLENE FRAME AND COVER SET FLUSH WITH GROUND SURFACE II if) II 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 HOPE PIT WITH REINFORCED IBS WITH 1 NOTCHES FOR SERVICE INE 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 20"FOR 5/8"& 3i4"METERS z " "' COMPACTED CLAY OR LOAM FILL AROUND PIT 18"MIN. 24" FOR " METERS BRACING EYE ANGLE BALL VALVE 1" HOPE SER-9 CTS - - -� FOR 1"&¾"INLET SETTERS UNLESS OTHERWISE SPECIFIED ¾"x 1"INCREASER SETTER SUPPORT 16"LONG SCH. 80 RIGID PVC PIPE, BRACE)',"DIA. METER & BOX SETTING CORP STOP ----WITH INSERT STIFFENER MAIN ----lo 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"HOPE SDR-9 CTS AS APPLICABLE OUTLET - PIPE SLEEVE WITH LINK-SEAL (TYP, ALL PENETRATIONS) REDUCER--' AS REQUIRED CONG. FLOOR ' ' : .. , . .. . • ' ' . ,. 4'-0" •. ···: , ... . ' ·� . .. . . CONC..�Ul'�ORT.- PNl : ." •, •. ,:, ..: " . . ' .. L 5"• · • · •· . . ' ' ' ,. ., ' . . • • INLET COPPER SETTER FOR 2" FLANGED METER WITH BYPASS, BALL VALVE � SLOPE ALUMINUM __ ./H VALVE BOX TOP INLET AND OUTLET, (GRIP JOINT FOR COPPER) 6" PVC-----1 (2 REQ'D) FEMALE BRONZE METER FLANGE. SDR-35 PIPE CONTRACTOR SHALL VERIFY THE P.R.V. LAYING LENGTH TO FIT BY-PASS FULL PORT BALL VALVE WITH PADLOCK WINGS 2"HOPE SDR-9 CTS AS APPLICABLE - REDUCER AS REQUIRED 2"DRAIN WHEN APPLICABLE PIPE SLEEVE WITH LINK SEAL ON ALL PENETRATIONS GATE VALVE � STONE LINE SIZE 0.1. PIPE II N II � II 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 II II I II No. 12 COPPER TRACER WIRE FLEXIBLE UTILITY MARKER WITH TWO TERMINAL TEST ACCESS POINT FOR TRACER WIRE, COLOR BLUE. TO BE INSTALLED AT 1000 FT. MAXIMUM SPACING, IN FENCE LIES, ADJACENT TO FLUSH / FIRE HYDRANTS, 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 WATERPROOF CONNECTORS. GRADE ANCHOR BARB ATTACHEMENT LOCATION MARKER WITH TRACER WIRE TERMINAL TEST POINTS MANHOLE COVER SHALL BE ALUMINUM WITH LIFTING HANDLE AND PADLOCK HASP . 4'-0" . 5". ·,.• . . ,' " •. ' . .. . ... '• .·. . ·, . ' SEE SPECIFICATIONS ::·: . FOR METER TYPE AND . ACCESSORIES ' ' FLANGED COUPLING ADAPTER ' • PIPE SIZE TO METER "' SIZE ADAPTER ' CONG FLOOR if) u w CL u, ;-: "" O'. w u w CL CL z " 4"DIA. PRECAST CONG. MANHOLE �_.............- VALVE BOX COVER 'l"""rSLOPE � -------------ALUMINUM VALVE BOX TOP l-- -6"PVC SDR-35 PIPE � GATEVALVE 1'-6"MIN. 2"DRAIN WHEN APPLICABLE CREEK CROSSING SECTION io #4 BARS CONTINUOUS TOP & BOTTOM ,,--:,-;7.1"'--,,_,...-6x6 1 o/i 0 W.W.M. .· ... , . DRAINAGE FLAP GATE L"'<el--"---- #4 BARS CONTINUOUS SECTION _j 8" f- " . ' ·-� •• 1'-0": I DIA i 1'-0" .... : .. · j·· .,. .,, -� ' 7,· , - I 1 -�. · . ct '() ,,. '' . . . \ . ").) .. PLAN . . ,. HEADWALL DETAIL GRADE \ z " "' v • HALL BE RESTRAINED _/ MAIN S JOINT P CASING 3' BEYO IPE WITHIN THE AND SHALL EXTEND ND EACH END I " • v ---- ----- 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 0.1. 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 4/17/2024 BID SET C 2023 Midwc.s1ern Cnginet'rs. Inc. 802 West Broarlway Street P.O. Box 295 Loogootee. Jndiuna 47553 DATE NOV. 2023 DESIGN J.W.W. 0RAWN K.J.G. Q.C. CHECK PROJECT NUMBER 2017043-01 54 54 OF 54 I F'ILE NUI.IBER 43671 I Do Not Use Plan Previews for Take Off