Midwestern Engineers, Inc. Plan Preview

GRAD E 00 {iLA-VA L M O DE L 990 I 1/2" O R 2" PR E SSUR E R E DUC I NG VA L V E MIN. P I P E C O V E R l. A .W. SP E C I F I CAT IO NS I 1/2" O R 2" TYP E K ' C O PP ! R AS APP LI CAB LE ,..cc. O � UT = L = ET -=---,fl----n--'L..>.L__ ____,,.., 1� R E pUC E R I F i E QlnR E D S TO NE BA SE 20" 36" F O RD C O V E R CAT #MC-36-MB ( O R E QUA L ) ANCH O R L UGS 36" D I A. P.V.C. P IT W/R E INFORC E D R I BS F O RD S E R IE S 70 C O PP E RSETTER F O R I 1/2" O R 2" F L ANG E D M E T E R, W I TH BYPAS S , BAL L VA L VE INLET AND O UTL ET , #VBB77- l 5B-44-77-G (GRIP J OI NT F O R C O PP E R) AND #CF3 l-77 (2 R E QU I R E D) FEMA LE BR O N ZE ME TE R F LA NG E . C O NTRACT O R SHAL L VERIFY TH E P.R.V. L AYING L ENGTH TO FIT BY-PASS FUL L P O RT BA L L VA L V E WITH PADL O CK W I NGS I 1/2" O R 2" TYP E K #4 BAR B E NT AS SH O WN C O NCRET E N O T E : C L ASS "B" C O NCR E T E C O NCR ETE T O B E P LA CED B ET WE E N F I RM E ARTH OF TR E NCH&P I P E A T A L L T EES &BENDS. COPP E R AS APPL I CAB LE THRUST BLOCK DETAILS R E DUC E R I F R E QUIR E D SETT E R SUPP O RT 16" L O NG S CH. 80 R I G I D P.V.C. P I P E P.R.V. VALVE & SETTING #16 GAUG E 11 1/2" w 21" w 5 1/2" J O " 1 1/2" w w 5 1/2" R E M O T E T O UCH S E N SO R INSTA L L E D I N LI D W/DR I LL E D O P E N I NG C. I . FRAME&C O V E R S E T F L USH WITH GR O UND SURFAC E ANCH O R LUGS P.V.C. P I T W/R EI NF O RC E D R I BS C O MPACT E D CLAY O R LO AM FILL AR O UND PIT N O T E : TH E S A M E TYP E O F M E TER Y O K E W IL L B E USED AS IN TH E S I NGL E M E T E R S ET T I NG WITH A "U" BR A NCH C O NN E CTING T H E Y O K ES G OI NG INT O TH E M E T E R S . I" S E RVICE T UBE M AI N N O T E : 3'-0" 2'-0" AS D E TA IL ED O N P LA NS 2'-0" 3'-0" ����� __A:!1Qi:l! i:l!iil!i�� lli!i!15 ���2�"�CR�O�WNl!i!il!QQ..___ l i,_L.:::::::::: � I SUBGR A D E 3 I _, C O RP. ST O P U SE 6" O F N O . 53 AGG. R O LLED E ACH 2" FINISHED CROSS SECTION ACCESS ROAD N O T E : H O R IZO NTAL D I STANC E S AR E M EA SUR E D AT RIGHT A NGLES T O <t O F TRACKS B E Y O ND R/W L I N E B E Y O ND R/W LI NE �R.R. R/W 2' B E Y O ND TOE O F SL O P E I (25' M I N.) TYP I CAL GAT E VA L V E CARR IE R P I P E T O B E C. I . 3'B E Y O ND DITCH LINE (25' M I N.) R.R R/W S E A L C A SING P I P E GRADE DOUBLE METER SETTING SADD LE S R E Q'D. O N P.V.C. MA I NS RAILROAD CROSSING SECTION GATE VA L V E &B O X N O T E : STAINL E SS S TE E L A L L T HR E ADS B LO W- O FF V A LV E &ACC E SS O R IE S F O R 12" MA I NS&SM A LL E R S HAL L B E SAM E S IZE AS MA I N. B LO W- O FF VALV E & ACC E SS O R I ES FOR MA I NS O V E R 12" SHALL BE 12" D.I. P I P E FR O M MA I NS. A L L FITT I NGS &PIP E SHA LL B E MECHAN I CA L J OI N T . ,· #5 R E BAR 8" O .C. L O NG I TUD I NAL O NLY 15 ..: ·:., -<.;., ... . ...., PERFORAT E D 1/4" O P E N I NG. TO TA L OP E N I NG AR EA T O B E N O T M O R E THAN I SQ. INCH FR O ST L I N E WASHED #5 ST O N E 18" AR O UND PIP E P L AC E C O NC. B E TW E EN P I P E AND UNDISTURBED E ARTH BLOW-OFF VALVE DETAIL P L AN #4 BARS C O NTINUOUS T O P&B O TT O M � :"lt/ :·,: '=== ·.·. j--------f- ., I s· I SE CT IO N HEADWALL DETAIL MA I N N O T E : S A DDL ES R E Q'D. ON P.V.C. MA I NS C O RP. S TO P C O MPACTED CL A Y O R LOA M F I LL AR O UND PIT 11 1/2" 18" FOR 5/8"&"J/4" M E T E RS ANGL E BAL L M E T E R VA L VE W/ L O CKING W I NGS 3/4" S E RV I C E TUB E W/ 3/4" SETIER I" S E RVICE TUB E W/ I" SETT E R 21" F O R I" ET E R S BRACING EYE S E TT E R S UPP O RT 16" LO NG SCH. 80 R I GID P.V.C. P I P E 18" M I N. R E M O T E TO UCH SENS O R I NSTA L LED I N LID W/DRI LLE D O PEN I NG C. I . FRAME&C O V E R SE T FLUSH W I TH GR O UND SURFAC E A NCH O R LUGS P.V.C. P I T W/RE I NF O RCED R I BS DUA L ANGL E CH E CK VALV E ASS E APPR O V E D M E T E R C O PP E R S E TT E R S EE SP E CJFICA T I O N FOR TYP E AND ACC E S SO R I E S METER Y O K E WIL L E XT E ND THRU WALL W/ 3/4" C O PP E R. W/ NUT R E ADY F O R C O NSUM E RS C O NNECTI O N METER & BOX SETTING APPR O X. 7'-0" O R AS D I R E CT E D BY ENG I N EE R INCR E AS E TR E NCH D E PTH AS N E C E SSARY T O PR E V E NT E XC EE D I NG REC O MM E NDED P I P E J OI NT D E F L ECT IO N. US E F I TT I NGS A ND C O NC. ANCH O R BL O CKS IF TR E NCH D E PTH E XC EE DS REAS O NABL E C O NS T RUCT IO N DEPTH S . GRAD E M I N. 3'-0" CRUSH E D ST O N E NOT E : 1. S EE PLAN SHE E TS F O R S IZE AND TYP E O F P I P E . 2. PLASTIC SHALL B E E NCAS E D WITH 8" SAND. 3. IF R O CK I S E NC O UN TE R E D, M I N. 6" SAND BEDDING R E QUIR E D UND E R AL L TYP E S O F PIPE. CREEK CROSSING SECTION O P E N CUT PAV E M E NT OP E N CUT M I N. 12'-0" ST A T E H I GHWAY I MIN. 12'-0" S TAT E HIGHWAY M I N. 2'-0" C O UNTY R O AD I MIN. 2'-0" C O UNTY R O AD � GRADE ,._ z � - :;;: :;;: 00 st h I I a TYP I CAL GA TE VA L V E \_MA I N 6 V F I RE HYDR A N T (S E E S P E CS) �B LA CK STEEL C A S I NG I .AW. SP E CS. T O B E B O R E D �MA I N SHA L L W I THIN CAS I B E D. I . PIP E NG&SHA LL Y O ND ON E XT E ND 3' B E "' C) GRAD E "' M 's::j:z':=::::j::___1._ " O P E N L E F T " O R " O P E N RIGHT" IND I CAT O R --DUCTIL E IR O N W EL DED 'i: :l� , I� STE E L A LI GNM E NT I: ! I i---t-t-t- , � �'=t=:I J C) WASHER , st - :i I· 1/2" LE SS ::c @' __:: S :::: IZ ::: E :_ V c:_ A .:= L :..:. V -= E ___, I H- ' --!++� ' ! THAN "' B O X jl I i VA L V E '.:] VALVE B O X --------------. : I ': B O X I.D. :C 3/8" STE E L P I N l: ! � A T EA CH E ND , 1 ' 1 ' _ SP O T W E LD , • W EL D E D S ET , CR E Wf';:"';�---- + - O P E R A T I NG NU T A-1018 C OL D R O LL E D ST EE L ST E M AS M A NUF. BY GEN E C O PR O DUCTS FR E D E RJCK, MARYLAND1-800-354-6454 O R APPR O V E D E QUA L DUCT ILE I RON S O CK E T VALVE I I ' 6 6 "' "' � 't. "' M VALVE STEM EXTENSION VALV E S IZE 8" O R L E SS 10" O R 12" 16" AND UP MOD E L N O . VR-B VR-D VR-F MA I N __ ,_ - ST E M DIA. 1.00� "- -- < 1.25" I.SO " -�«<� I '�, SCR E W T YP E V A LV E B O X � I I G A T E VA L V E � I ,, / T _/ ST AI NL E S S S�� ALL THR E ADS o/ 6" D. I . PIP E , - .•.. .• . ...:- : ·_,a'..+;.+­ . ; . . �' ,,,/,, ,·':. . ..•. , ' PRECAS T C O NC. S L ABS OR STONE W E DGED B E TW EE N HYDRAN T AND F I RM FAC E O F T RENCH 6 CUB C FEET O F WASHED GRAVE L O R WASH E D S T ON E #5 DETAIL OF FIRE HYDRANT CONNECTION ST O N E MANH O LE C O V E R SHA LL BE ALUMINUM W I TH LIFTING HAND LE AND PADL O CK HASP AS MANUF. BY HA LL IDAY PR O DUCTS M O DE L No. A48R O R APPR O V E D E QUA L 4' DIA. PR E C A ST C O NC. MANH OLE -S L OPE .· ... EACH E ND ROADWAY BORING SECTION A LL JO I NTS SHAL L B E WATER PR OO F WITH BITUM I N O US MASTIC SL O P E - 5" 4'-0" -.... J-----------'------------t-.,__,t- • • • . •• •• • j N O T E S: LI N E SI ZE D.l. P I P E ·- . . . . ·- ·, .... ' . . - .. -· . ,, • PIP E S L E E VE WITH LINK-S E A L FLANG E D COUP L ING ADAPT E R PIP E SI Z E T O MET E R SI ZE ADAPTER CONC. SUPP O RT PAD C O NC. F LOO R ,.,... . ' . ·..• '·· .. ·•.· .. "' > fJ'.l ou u g; "' "' 0.. . s: :i< . «: z � - 1'-6" MIN. MU E LL E R #H-10-360 SCR E W TYPE VA L V E B O X ( O R E QUAL) GAT E VALV E 2" DRA I N WHEN A PP LI CABLE I. A LL D ET A I LS TYPICA L UNL E SS O THERW I S E N O T E D. 2. D O N O T SCAL E D ET AI L S. 1 1/2" AND LARGER WATER METER & BOX SETTING REVISIONS Uva:, w. {4,,- /2/IB/2-024 BID SET C 2024 Midwestern Engineers. inc. 802 West Bro,idway Sln:et P.O. 801. 295 Loogootee. Indiana 47553 DATE DEC.2024 DESIGN C.W.R. DRAWN C.J.B Q,C. CHECK E.K.P. PROJECT NUMBER 2022025-01 8 8 OF 9 I FILE NUMBER I 44541 Do Not Use Plan Previews for Take Off