Midwestern Engineers, Inc. Plan Preview

(SAESESDPAENCDI FMI EUDL) C H C O V E R '� E( GXRI SATSI NS EGDGARRAEDAE) " ? AS4S"P(TEOCIBFEIED) '½"/ '.07,">-" SELECTED EXCAVATED MATERIAL OR, ENGINEER APPROVED MAT'L SEEDING AND MULCHING DETAIL w > H P(2 A M 0 V 0 A E l S b M s U E /s R N y F s T A ) CCOE M, 9P. 5OmSmI T, I OT YNPKEEAY 12" COMPACTED AGGREGATE BASE, No.53 °' 0 "- 0 0 0 0 H(3M30AlbINs/TsEyRs)MEDIATE, 19mm, TYPE A HMA BASE, 19mm, TYPE A EXISTING GRADE M ADTRCI VHE EDXEI SPTTI HN G EXISTING SUBGRADE (330 lbs/sys) ASPHALT DRIVE DETAIL lJJ > COMPACTED SUBGRADE et::: 6A"G- #G2 RCEOGMA PT AE C T E D SCRAPED TO MAINTAIN � 6"-#53 COMPACTED AGGREGATE .-.- . D - E - SIG_ N _ SLO _ P _ E 1 _ =d wR= •=· ·•··· .. . . . . ,.,,..,,,. .-- .. -- , � 1/-Z � ��&�Y�Y�«�,<�/;� -��� � - ½(����½<�������- �,, 1 6'-0" \ \_ GEOTEXTILE FABRIC 12'-o" UNRDEQISUTIURREBDED SOIL STONE ACCESS DRIVE DETAIL SURFACE REPLACEMENT DETAIL SCALE: NONE EXISTING GRADE SURFACE RESTORATION dMNO IUNNI TDI AEL X BCAACVKAFTI EL LD TMOA AT EL LROI AWL FOR SETTLEMENT PERIOD. THAN ADJUST GRADE LEVEL TO MATCH SURROUNDING GRADE INSULATED #10 SINGLE S T RLAONCDA CT EO PWPI ER RE ITNOI T1I A2L" ABBAOCVKEF IPL LI P:E C R O W N 1-- HAUNCHING HAND TAMPED BTEODSDPINRGIN:G4L" IBNEELOW PIPE I CB N E L IT A D I S D A S L IN I B G I A ( , C C H L K A E F U A I N L N L C C S H O H IN U A G R L LS A E N B ED S AND) TRENCH DETAIL FOR D.LOR HOPE PIPE 2 FSOCARLUEN: PNAOVNEDE AREAS REMOVE EXISTING ASPHALT DRIVE SURFACE AND PROVIDE 6" HMA SURFACE SAW CUT BOTH SIDES EALNI DM IPNRAOT EV I EDXEI S8 "T I#N5G3 SSTTOONNEE FDORRI V E GRAVEL DRIVE AREAS EXISTING SURFACE INSULATED #10 SINGLE S T RLAONCDA CT EO PWPI ER RE 3 ---------------------- --------------------- - -- ---------------------- ---------------- PIPE 0.D.+12 I2D" EBNETLIOF IWC AGTRI OAND ET A P E ITNOIT1IA2L" ABBAOCVKEFIPLLIP: E CROWN HT OA USNPCRHI NI NGGL HI NAEN D T A M P E D BEDDING 4" BELOW PIPE I CB N E L IT A D I S D A S L IN I B I G ( A , C C HL K A E F U A IL N N L C C S H O H IN U A G R L S L A E B N E SD A ND) TRENCH DETAIL FOR D.LOR HOPE PIPE SSUCABLJEEC: TNEODNTEO VEHICULAR TRAFFIC 1 N2 O E T T R X E I S E S : N TCI NHGSPPAOVI LE MI SETNOT BI SE TROE MB EO VS EA DW FCRUOTMF RT HOEA WCOL ER AK NS BI TREE. A K . 43 .. GN ERWA NSUULRAFRAFCIEL LTSOHBAEL LS BL OE PPERDO TVOI DME DA TWCIHT HEIXNI S5 T' OI NFGPSAUVREFDA C E . SURFACE ( U S. 40) LMI DE TTEOR BEEN FCUL RO NS IUSRHEE, DS EB TY TOEWR NAENRD, ¾ I" N¾S T" AMLELTEEDRBFYUCRON NI STHREADC T O R BY OWNER, INSTALLED BY CONTRACTOR ¾" CORP. STOP, TYPICAL PROPOSED 4" PVC WATER MAIN PROVIDE 4" x¾" TAPPING SS TAADIDN LL EE SOSN SETAECEHL SD IODUE BOL FE VSAT LRVAEP, 1,== I I I I 4" GATE VALVE AND BOX TO GRADE - - 0 I AN CS EL UP DA RE DA TFEO PRALYE IAT KE MD EI ST ENCOTTI O N _ � SYSTEM COST SHALL BE INCLUDED I IN OTHER APPLICABLE PAY ITEMS. 4" O.1.M.J. SLEEVE -14A"DHAOPPTEE Rx Mw /. JG. LFAUNSDE,DG A S K E T AND T·BOLT ACCESSORY KIT PROPOSED 4" HOPE I I ¥. lJJ lJJ °' u 4" C900 PVC PIPE MEGALUG 2004PV RESTRAINT GLAND °' 0 TO CONNECT PIPE TO SLEEVE 4" PVC �-_.-__;:;. 4" H D P E. FT I� RE OT HWENLEERAWK IDL EL TFEUCRTNI OI SNH STTHAETFI OONL.L O W I N G I T E M S ¾" METxE¾R" SWEATTTEERR METER METER ENCLOSURE WITH C.I LID AND COVER CI NTRACTOR SHALL FURNISH ANO INSTALL ALL THE FOLLOWING: 4" GATE VALVE AND BOX A A4" ND H DA O P T P T · E E B RO x L Mw T / . J AG . C L F A C U N E S D S E S , D G O ARSYKKEI TT B4 "OGXATTOE GVRAAL VDEE A N D PWRAOT PE OR SMEADI N4 " P V (( 22 )) ¾4 " " xC¾T S" SPTAACI NKLJEOSI SN TS CT EOERLPT ASPT OP IPNSG S A D D L E S RC ERQU US IHREEDD SLTEONNGET HB AOSFE¾F "OHROMP EE TOERR1 E1 NTCULBOI NSGU R E RESTRAINT FLANGE FUSED JOINT NEW 24" DR18 PIPE J . NAEDWA P2 T4 E" DR I PWSI T, HH OSPTEA IFNUL SE ES DS STEEL STIFFENING RING THIGHTENING SCREWS, TYP P FN RR O OO T M E V : I D EENDSTOIFFFPEIPNEINTGOINSERT BEYOND RESTRAINT RING 3( U0 S4 ES TONF. AS TPLI P ES TWI FAFLELNSI NT GI F FI NESNEI NRGT IDNESNESRI TT YI SPROEL QY EU TI RHEYDL EONNEHPI GI PHE . ) NEW 24"x18" M.J.xPE RED MG LEACNHDA NA INCDA LG JAOSIKNETT 5 LEAK DETECTION DETAIL -FINISHED WATER MAIN AT CROY CREEK GLAND, GASKET AND T-BOLT ADAPTOR KIT NEW C.I VALVE BOX TO GRADE ---- I NEW BUTTERFLY VALVE BOX ADAPTOR, SCALE: 1" � 1'-0" SCALE: NONE I I I "ADAPTOR INC." OR EQUAL --�":lbb;;,.!oj,b ,=!dl 0 0 0 0 NV EA WL V EB UATSTSEERMF BL LY Y [L w [L w I [L w [L w NUMBER 2 31 4 5 6 7 8 9 1 1 0 1 1 1 2 3 14 VNAELWV E BAUCTTTUEARTFOL RY 0 0 / 4 BUTTERFLY VALVE SUPPORT DETAIL SCALE: NONE PIPING KEY PIPING PP rr oo pp oo ss ee dd 65 ¼" D" HI yAdnr acnhtowr /C6o"uMp l.i Jn.gS h o e PPrrooppoosseedd 66"" GFoasteteVr Aaldvaepatenrd Box to Grade PP rr oo pp oo ss ee dd 22 44 "" x R6 a" wD .WI . Ma t. Je r TMeaei n PPrrooppoosseedd 2F4us" eHdOJPoEinxt M.J. Butt Fused Adapter w/ Gland Gasket & T-Bolt Accessory Kit Proposed 24" 0.1. Spool Piece EUXNIDSITSITNUGRGBREADD E FCIOL LM BP EANCET AE TDHGVRAALNVUEL A R AND ACTUATOR NOTE: US NC IHTEPDRUI LCEE FPOARY 2I T4E" MB US TATREER FP LRYO VV AI DLEVDE SI NATNHDEFI OT ERM5I¼Z E" D B I D HYDRANTS WITH AUXILIARY 6'' GATE VALVES. I ST N H L C E E L E UCV D O E I S S N T , G S S F P F U O O S O R E L A D P L H I L E O C O P E T E S H X , E T RM A . IN J T . D E A E M D M S A M S P H T E E O G R W A S L N , U H H G Y E J D R O R E I A N , N TT TEES, RS EH SA TL LR AB IEN TI NSC, LAUNDCEHDO RI N CTOH UE PCLOI NNGTSR AA CN TDOFRO' SS TBEI DR PARDI ACPETFEORRS , FVUA RL VNEI SSHAI NNGD AHNYDD RI NASNTTA AL LSI SNEGMTBHLEI ERS E, QA SU IARPEPDRBOUPTRTI AE TR EF L Y PB RL OOCV KI DI NE GS OB EL INDE CA OT HN CVRA EL VT EE SA UC PT UP AOTROT R DRREFAEWRINTGO4I2E, TFAOIRL. ---,.---ti IANDFDOIRT MI OANTAI r N , . ' 4 . . . . � I 1I N2 3S TLAFL OL EF D3 6B" YWBEOLRDEE DA NSDT EJ EA LC KC AMSEI NT HGOPDI P E (l a. t!llt a. w - w I I aw.I U.S. 40 BORE - PLAN VIEW DETAIL SCALE: 1" � 30' • � - ..J " - s ,l .I " ,l ,. � - .� 'f 'Y - ' ". EXISTING GRADE __,, '. '. '. � PUSH - ON PIPE JOINT '. ' HMAERGNAEL SU SG SREERSI TERS A1I 7N0T0 OR EQUAL FOR DI PIPE 1V8A"'LBVUETTERFLY 1W8 E" LDL. IH. OP IUPSEEFSR O M CS YA NS TI NHGE TE INCDRSUEBABLE R S( 3T6E" Ex L18S"T) RwAl PSST A I N L E S S 0 ASPHALT PAVEMENT 0 STONE PAVEMENT 0 GRASS SURFACE 0 24" HOPE PIPE 0 18" D.I. PIPE 620 615 1T8O" MM .AJI. NFTI TATI NI NMGI NR.E Q ' D 5'-0" DEPTH ' . 610 ' ' Proposed 24" M.J Butterfly Valve, Adaptor Plate and Valve Box to Grade ,.... 18'" BUTTERFLY 18" BUTTERFLY ' PPrrooppoosseedd 2244"" 00..11..MS.pJooSllePeievcee Length as Req'd to Provide Clearance for Valve Disc Provide Stainless Steel Insert Stiffener for all HOPE M J Adapters VALVE \5 VALVE, � 18" D.I. PIPE FROM (41�1 I � � W : LLHOUSES 605 ,. Provide Tandem Megalug Joint Restraint at All Mechanical Joint Connections "-.JI 123 LF OF 36" WELDED STEEL CASING PIPE SYNTHETIC RUBBER u,.J I ,,LL • O OVC\<:; l"\l�U ,)/"\VI, ,v,,:; Inuu CASING END SEAL 3 .. 'v. - 10 .@: ' .- •• 6 8 7 ® 4 7 8 6 S( 3T6E" Ex L1 8S"T) RwA/ PSST A I N L E S S 600 '= 6 U.S. 40 BORE - PROFILE SCALE: 1" 30' (Horiz) 1" - 5' (Vert.) 13 5 13 7 PROPOSED 24" RAW WATER MAIN TYPICAL VALVE AND HYDRANT LAYOUT - PLAN VIEW SCALE: 1 /2" - 1 '-0" MISC DETAILS REVISIONS 4/4/2025 BID SET 4:>102.'i Midwestern Engineers. Im,. 802 West l;lrnadway Slreel P.O. Box 295 Loogoot�-e. Indiana 47553 DATE APRIL 2025 DESIGN S.D.B. DRAWN A.P.J. Q.C. CHECK N.A.K. PROJECT NUMBER 2024090-00 4 1 41 OF 43 I FIL£ NUMBER I 44658 Do Not Use Plan Previews for Take Off

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