Midwestern Engineers, Inc. Plan Preview

REJOTE SENSOR INSTA LL ED IN LID WITH DRIULED OPENING. HIGH STRENGTH PO L YPROPY L ENE FRAME & COVER SET FLUSH WITH GROUND SURFACE 13-3/16" ANCrOR L UGS -------------7 1 20"FOR 5/8"& 3/4" METERS HOPE PIT WITH REINFORCED RIBS /e--=--' 2 -' 4 ,"-' F _: O ::: R :::_: 1' _: ' M _: E _ T c: E ::: R _: S :c:.:_-1 WIT� NOTCHES FOR SERVICE LINE COM f ACTED CLAY OR LOA \ FI LL AROUND PIT 1 1/2" METER COPPER SETTER WITH �e-­ PRESSURE REDUCING VA L VE. SEE SPECIFICATION FOR TYPE AND I CCESSORIES METER (SEE SPECS) %" HOPE, SDR-9 CTS z "' '" 13-3/16" w 20"FOR 5/8"& 3/4"METERS 24" FOR 1" METERS REMOTE SENSOR INSTA LL ED IN L ID WITH DRILLED OPENING. HIGH STRENGTH PO L YPROPY L ENE FRAME & COVER SET F L USH WITH GROUND SURFACE ,-- ANCHOR LUGS i------- HOPE PIT WITH REINFORCED RIBS WITH NOTCHES FOR SERVICE LINE COMPACTED CLAY OR L OAM FILL AROUND PIT CORP. STOP- - -, WITH INSERT STIFFENER 1 1/2" [ %" x 1"INCREASER Y," HOPE, SDR-9 CTS 1" HOPE, SDR-9 CTS ----'--.;) %"x 1"INCREASER "Y"COUPLING WITH INSERT STIFFENERS 2"HOPE, SDR-9 CTS NOTE SADDLES REQUIRED ON ALL MAINS PER SPECIFICATIONS DOUBLE METER SETTING REMClTE SENSOR INSTA L LED IN LID WITH DRILLED OPENING 13 3/16" C P A I UAP rr' IE L HIGH !STRENGTH POLYPROPY L ENE FRA E AND COVER SET FLUSH WITH GROUND SURFACE QR� BEFORE DIGGING----s ":.::: ::.:::: :- --- 1 N E IN THIS AREA -- HOPE PIT WITH REINFORCED IBS WITH OTCHES FOR SE R VICE INE ANG L E DUAL CHECK VALVE METER YOKE WlLL -EXTE�D THRU WA L L WITH Y," COPPER DUA L fURPOSE OUTLET CONNECTION I METER COPPER SETTER WITH PRESSURE REDUCING VALVE. SEE SPECIFICATIONS FOR TYPE AND .t/ccESSORIES I , 20"FOR 5/8"& 3/4• METERS z "' '" COMPACTED CLAY OR L OAM FI LL A R OUND PIT 18"MIN. 24" FOR 1" METERS I BRACING EYE ANG L E BALL VA L VE 1"CTS CL-200 (MIN.) ---, FOR 1"& %" INLET SETTERS UN L ESS OTHERWISE SPECIFIED %" x 1"INCREASER SETTER SUPPO R T 16" LONG SCH. 80 RIGID PVC PIPE, BRACEY,"DIA. METER & BOX SETTING CORP. STOP ----, WITH INSERT STIFFENER MAIN-\0 NOTE: SADDLES REQUIRED ON A L L MAINS PER SPECIFICATIONS IDENTIFICATION MARKER FOR TRACER WIRE, - -RHINO TRI-VIEW WITH TRACER WIRE POSTS, CARSONITE TUFF CAT WITH TWO TERMINA L T EST ACCESS POINTS FOR TRACER WIRE, OR ENGINEER APPROVED EQUAL. COLOR BLUE WITH WATER MAINDECALS TO BE INSTA LL ED AT 1000 FT MAX. SPACING, IN FENCE L INES, ADJACENT TO VA L VES ETC. TRACER WIRE SHAL L BE No. 12 AWG USE-2, RHW-2 OR RHH SOLID COPPER WITH 45 MI L POLYETHY L ENE INSULATION AND SUITAB L E FOR DIRECT BURIA L INSTALLED LONGITUDINA L LY ALONG THE PIPE TRENCH. A L L UNDER GROUND SPLICES IN TRACER WI R E SHA L L BE CONNECTED WITH THE USE OF COPPERHEAD SNAKEBITE WATERPROOF CONNECTORS. ""'""• MA � HOLE COVER SHAL L BE A L UMINUM WITH L IFTING HANDLE AS MA � UF BY HAL L IDAY PRODUCTS MODE L No. S1R OR APPROVED EQUA L . CONTRACTOR TO COORDINATE BETWEEN HATCH LOCATION MARKER WITH TRACER WIRE TERMINAL TEST POINTS MA�UFACTURE AND PRECAST MANUFACTURER FOR POSITION � VA L VE BOX COVER ANID DESIGN REQUIREMENTS DURING SUBMITTAL PROCESS � ___LI __________ -! , . ,'. • ; _- '. ;f---- , ,-,r-- -" S = L = O = PE = - - :��� R p;��l� L :i:i�I�;�����; / EFF�UENT SERVICE L INE (UPSIZE TOMATCH EXISTING CUSTOMER owtED SERVICE L INE) SER:VICE L INE CO�P L ING . .,q,,.---------��·· .... ·' . . '.· . :: .. .• . • . ' • 4'-0" ·, S" '• \.1-------�------t-c"+- '· . ' ' , . . ' ·�. . .... , , .•.. . . , ' FORD SERIES 70 COPPERSETTER MODEL VBHH77-12B-11-77-NL STYLE BADGER METER (SEE SPECIFICATIONS) 1'--6" MIN. < ,;1--�-�H .. ' ;, . . 2" D. I . THREADED COMPANION F L ANGE , .. . '.1 4"x2" D.I REDUCER '.· f'. -· _ .. •. 2" MlP x MIP lc--A L UMINUM VALVE BOX TOP >---- 6" PIPE 8" CORE DRILLED PENETRATION w/ 8QRS PSX DIRECT DRIVE GASKET 4" MUEL L ER A-2361 RWGV MJxMJ 4" SERIES 2000 MEGA LUG MECHANICAL JOINT RESTRAINT EFFLUENT CUSTOMER OW I ED SERVICE L INE CONG SUPPORT PAD :_ . BRASS NIPPLE 6" MINIMUM GRANU L AR BACKFI LL . .� ·. . "· :, . -� . ' . . . - '.- .', .. �- :·· ·'· .... - ,.· P R E-CAST CONCRETE MANHO L E BASE 12" DIA SUMP PIT w/ INDOT No. 8 STONE 4" SERIES 2000 MEGA L UG MECHANICAL JOINT REST R AINT 4" CLASS 350 D.I. PIPE (FLANGE x PLAIN END) ALL DUCTI L E IRON PIPE AND FITTINGS TO BE COATEDWITH TWOCOATS OF TNEMEC PAINT IN ACCORDANCE WITH MANUFACTURER'S R ECOMMENDATIONS 2" COMMERCIAL METER & BOX SETTING MANHOLE COVER SHA L L BE A L UMINUM WITH LIFTING HANDLE AND PAD L OCK HASP 4"DIA. PRECAST CONG. MANHOLE 2" PRESSURE REDUCING VA L VE ADJUST RANGE 28 TO 85 PSI MIN. PIPE COVER PER SPECIFICATIONS 2" CTS CL-200 (MIN.) AS APPLICABLE OUT L ET -. __ .. �- ; < .. . _, . . ;· .' j ·, 4'-0" . ': . . · . ·-· '• .. :. . ·. CONC.,1lJP�ORT,P�0 : " ; - . : . ' •. - ' • -'".; •• • ••• ·:· ; 4 •• 4 ' ... PIPE SLEEVE WITH LINK-SEA L (TYP. A LL PENETRATIONS) REDUCER __ ,, AS REQUIRED •. co : » ·i -·· . . i', CONG. F L OOR ,- • 5" - ,, '• :- ' ·­ ,r. . •-·· . •;· ' , ,• .. , . . ... ,... �-. 2" P.R.V. VALVE & SETTING IN L ET NOTE: CONTRACTO R SHALL BE REQUI R ED TO PROVIDE PHOTOGRAPHS OF THE FIELD TILE REPAIR (BOTH PRIOR TO AND AFTER REPAIR) PRIOR TO EARTH LOAM BACKFI LL THE CONTRACTOR SHALL PROVIDE A LABE L ED 3-RING BINDER CONTAINING THE REQUIRED PHOTOGRAPHS. EACH PHOTOGRAPH SHA L L BE PROPER L Y L ABELED WITH THE PROPER STATIONING, SIZE OF TI L E REPAIR, DATE OF REPAIR AND PROPERTY OWNER EXISTING FIELD TI L E ADAPTER INSTA LL ED EACH SIDE OF FIE L D TILE R EPAIR 2' MIN. WATER MAIN EARTH L OAM BACKFIL L PIPE SAME SIZE AS CUT FIELD TILE 2' MIN. #53 STONE BACKFILL UNDER PIPE FIELD TILE REPAIR DETAIL EXISTING FIE L D TI L E (") INCREASE TRENCH DEPTH AS NECESSARY TO PREVENT EXCEEDING RECOMMENDED PIPE JOINT DEF L ECTION. USE FITTINGS AND CONCRETE ANCHOR BLOCKS IF TRENCH DEPTH EXCEEDS REASONABLE CONSTRUCTION DEPTHS GRADE I") ("I MIN. 4'-0"CRUSHED STONE NOTE: 3'-0" 2'-0" USE 6"OF No. 53 AGG. ROLLED EACH 2" AS DETAILED ON P L ANS 2"CROWN SUBGRADE 2'-0" 3 ' -0" 1 L::::::::: Li 1 3 1 FINISHED CROSS SECTION ACCESS ROAD NOTE: HORIZONTA L DISTANCES ARE MEASURED AT RIGHT ANG L ES TO THE C.L. OF TRACKS OPEN CUT BEYOND R/W LINE BEYOND R/W LINE SEA L 2' BEYOND TOE OF SLOPE (25' MIN.) 3' BEYOND DITCH LINE (25' MIN.) TYPICA L GATE VA L VE CARRIER PIPE TO BE D.I. RESTRAINED JOINT RR R/W SEAL STEEL CASING PIPE PER SPECIFICATIONS RAILROAD CROSSING SECTION J PAVEMENT OPEN CUT TYPICA L GATE VALVE MAIN 1. SEE PLAN SHEETS AND CROSS SECTIONS FOR SIZE AND TYPE OF PIPE 2. PLASTIC PIPE SHA LL BE ENCASED WITH SAND MIN. 12'-0"STATE HIGHWAY I MIN. 12'-0" STATE HIGHWAY 3. IF ROCK IS ENCOUNTERED, MIN. 6"SAND BEDDING IS REQUIRED UNDER A L L TYPES OF PIPE. MIN. 2'-0"COUNTY ROAD I MIN. 2'-0"COUNTY ROAD CREEK CROSSING SECTION #4 BARS CONTINUOUS TOP & BOTTOM rr-=ef=---y-- 6x6 1 o/io W.W.M. :• ...... , SECTION :• . . :. . . .. . ... " , . . . ·- DRAINAGE GATE ,' ,' 1 ' -0" 'I DIA. 1 :,1'- 0" ·i- ... . ·· :. . .:· . ,· .. ' . ' ' ,· - '· . ' . 7, •. • 1.- .. -. .> . . i5 . 'O .. '."-'-· ··- . . . . ' • '\.' ··-·.'· " . _ . . ' .. . ,; . . --! . PLAN HEADWALL DETAIL ALL JOINTS SHAL L BE WATER PROOF WITH BITUMINOUS MASTIC COPPER SETTER FOR 2"FLANGED METER WITH BYPASS, BAL L VALVE IN L ET AND OUT L ET (GRIP JOINT FOR COPPER) AND (2 REQ'D) FEMALE BRONZE METER FLANGE. CONTRACTOR SHA L L VERIFY THE PR.V. LAYING L ENGTH TO FIT. BY-PASS FU LL PORT BA LL VA L VE WITH PAD L OCK WINGS 2"CTS C L -200 (MIN.) AS APP L ICAB L E REDUCER AS REQUIRED 2" DRAIN WHEN APPLICABLE AL L JOINTS SHALL BE WATER PROOF WITH BITUMINOUS MASTIC VALVE BOX---------­COVER � � S L OPE ALUMINUM ___,,­ VA L VE BOX TOP 6"PIPE ---< PIPE SLEEVE WITH LINK SEA L ON AL L PENETRATIONS GATE VALVE � STONE L INE SIZE GRADE \ ..- "' '" ' MAIN SH JOINT P CASING 3' BEYO A LL BE RESTRAINED _J IPE WITHIN THE AND SHA LL EXTEND ND EACH END I fa � � - "' "' ' L STEEL CASING PIPE PER SPECIFICATIONS TO BE BORED ROADWAY BORING SECTION STEEL CASING WITH BRICK / MORTAR END SEA L PER SPECIFICATIONS TWO SPACERS 6' - 1O' TYPICA L BETWEEN SPACERS POLYETHYLENE 2' F R OM PLACED AT EACH ENCASEMENT REQ'D BEL L END OF OF CASING (TYPICA L ) CASING PIPE TRACER WIRE FOR AL L D.I. PIPE NYLON CAB L E TIES FOR TRACER WIRE, MIN. 2 PER PIPE STAIN L ESS STEE L CASING SPACER WITH PO L YMER RUNNERS CARRIER PIPE TYPICAL CASING SPACERS AND END SEALS DETAIL MANHOLE COVER SHA LL BE A L UMINUM WITH L IFTING HANDLE AND PAD L OCK HASP AS MANUF. BY HALLIDAY PRODUCTS MODE L No. A48R OR ENGINEER APPROVED EQUA L ' ,.- . . - � 4'-0" • 5" ···-.· _:1--------�---- - - _ � ..-+- - "' -·�.:-' (.) ' . . '.·. �- ,• ·•• :. _. SEE SPECIFICATIONS FOR METER TYPE AND ACCESSORIES FLANGED COUPLING ADAPTER PIPE SIZE TO METER SIZE ADAPTER .•• - . UJ " 1 .'. ·.. •,·.· ' . ' : .. ,' . ::, .. · . . ;, ' ._i :· CL 5' :3 "' w () w CL 5: z "' 4"DIA PRECAST CONG. MANHOLE ------------VA L VE BOX COVER 'l""!' S L OPE - --- . __ ALUMINUM VA L VE BOX TOP i----- - 6" PIPE � GATE VALVE 1'-6"MIN. . ;. ; .·;:. . ·' 2"DRAIN WHEN APPLICABLE CONG. FLOOR ' 1 1/2" AND LARGER WATER METER & BOX SETTING TYPICAL DETAIL SHEET I • REVISIONS BID SET C 2024 Midwestern Engineers. Inc. 802 West Broarlwav Street P.O. Box 295 • Lcx:,gootce. Indiana 47553 OATE SEPT. 2024 DESIGN EKP/SMS DRAWN MMC Q.C. CHECK PROJECT NUMBER 2023062-02 12 12 OF FILE NUMBER 44230 15 I Do Not Use Plan Previews for Take Off