Q 0 w u .; 0 z u Q 0 " ID' N 0 ' r z �I " l,i • • : "" �o - <U � ' @l (1)1 .. a •a ' ID M 'Cl NO - ca NID :, 0� - as :::i .. w Or ·w (' . '"a, o> co .u ID Z w-oz �9<c' t:N 0 .. "" 'S ifi <c SE UX RI SFTAI NC GE UNDISTURBED MATERIAL 1 G) H(16M5AlSbsU/sRyFsA) CE, 9 .5mm , TYP A r\,.b;-l, H(33M0A lIbNsT/sEyRs)MEDIATE, 19mm , TYPE A r\-:i:\V H{33M0AlBbsA/SsyEs,)19mm , TYPE A ASPHALT PAVEMENT SEEDING and MULCHING DETAIL SE UX RI SFTAI NC GE 8A"G#G5 3R ECGOAMTPEADCRT IEVDE 1 EXISTING BASE ....._� ENGINEER APPROVED COMPACTED GRANULAR MATERIAL GRAVEL ROAD SURFACE REPLACEMENT DETAILS SCALE, NOT TO SCALE UNDISTURBED SOIL. TYP. (VARIES) NAEDWJUSSOT INL EFWILLETDOGE TTOYPE.XISTING GRADE MATCH EXIST. SLOPE NS LEOWP CE OONFGE XSI ISDTE. WS AI DLEKWRAELPKAPI RR TI OORMTAOT CC OH NWSITDRTUHC, DT IEOPNT H A N D 5 TYPICAL SIDEWALK REPLACEMENT DETAILS SCALE, NOT TO SCALE ½"MIN NEW SEED/MULCH PER SPECS � �}f!; R E PELNAGCIENMEEENRTAMP PART EORVIEADL CO E M N P G A INC E TE E DR GAP R P A R N OU V LA E RD BACKFILL •. R N = E 2" W CONCRETE CURB NT F ( S S O E E R R E V A P IC R A E E V A E R MRES E E T N P O L T A R R C A E E T S M IO T E O N N R P T A E ) T RIOSNPEDCESTAIL 7 NEW CONCRETE CURB REPLACEMENT SCALE, NOT TO SCALE w = D = Be = NOTES NATIVE BACKFILL MATERIAL ' , ", B AI NCI TKIFAILL L , B-BORROW MATERIAL, OR EQUAL NM OA TX I TMOU ME XACLEL EODWFAOB UL ER T( 4R) EFNECE HT WF OI DRT6H" FT OH RR OPUI PGEH A2S4 "P PE I RP EA S T M PNIOPRE SDIIXA M(6E) TFEERE T( I NF OT ERR2N7A" LT)H R O U G H 48" P I P E PIPE DIAMETER (EXTERNAL) 1 . CT HOIMS PPAOCI NT ET DS HB AE LDLD BI NEGI NS TAOC PCSO RA TD ASNP CR EI NWG -I TL IHN ET HOEF STPHEECPI FI PI CEA. TBI AOCNKSFAI LNLDI NAGSA B O V E 2. RWAE C H Q C E U ONI M R C P E L L D A I S S H H S E E R I D M E B A IN T Y. E HRAI ANLDI SO RU SMEEDCFHOARN I CBAELD DTIANMGP, ICNOGM. P A C T I O N MAY B E 3 . AWCHCEONMCPLLAI SS HS EI I DMOANT LEYR IBAYL HI SA UN SDEODRF MO ER CBHEADNDI CI NAGL, TCAOMMPPI NA GC TTI OO NA SMHI NA LI ML UBME O F 9 5 % STANDARD PROCTOR DENSITY. HYDRANT LATERAL PIPE BEDDING DETAIL FOR: SNCOTALES,UNBOJTECTTOEDSCTOALEVEHICULAR TRAFFIC CASING SPACERS RECEIVING PIT w z :::; i 5•x5• 5' MIN CL <n "' "' ,- 3 EXISTING SURFACE SURFACE RESTORATION STYTRPEUCIllTRUERQA'LDBACKFILL (REF. INDOT SPECIFICATIONS) PHLAANCDEDORIN M6E"CHLAANYIECRASLLYTOTA1M2P"EDOVESRTRUTHCETUTROAPL BOAFCKPFIPILEL. , B-BORROW OR EQUAL, w = D = Be = MN OA TX I TMOU ME XACLEL EODWFAOB UL ER T( 4R) EFNECEHT WF OI DRT6H" FT OH RR OPUI PGEHA2S4 "PPEIRP EA S T M PS II PX E(6D) IFAEMEETT FEORR( I N2 7T"ETRHNRAOL U) G H 4 8 " P I P E PIPE DIAMETER (EXTERNAL) STANDARD METHOD 1 N . O C TT E HO S I MS , P PAOCI NT TE DS HB EA LDLD BI NEGI NS TAOCPCSO RA TD ASNPCREI NWG -I TL IHN ET HOEF STPHEECPI FI PI CEA TBI AOCNKSFAI LNLDI NAGSA B O V E REQUIRED HERE IN. HYDRANT LATERAL PIPE BEDDING DETAIL FOR: "' � SSCUABLJEE,CNTEODT TTOO SVECHAILCEULAR TRAFFIC r' 0 � 5' MIN i�� § � 0 0 � < CL � cc>' s "' <n"' 15'X10' BORE PIT wz� @ 6'-0" MAX. INTERVALS STL. WELDED --, I I I I I I I CASING SPACERS AS PER MANUFACTURERS RECOMMENDATION 0 z I STEEL CASING PIPE I SYNTHETIC RUBBER "' 2 I CASING END SEAL, TYP. STEEL CASING PIPE CARRIER PIPE I 1' MIN. " A " I SECTION "A"-"A" SCALE, NOT TO SCALE L ___ _J WATER MAIN 6 ROADWAY BORING SECTION SCALE NOT TO SCALE 1' MIN. I I L __ _J NEW PIPE 2S TRNE QS' DT LE. ABCAHN DSSE A L NEW6" TAPPING VALVE NEW6" PIPE NF OE WR ESXTIASITNI NL EGS6S" SAT. CE.EWL ATTAEPRP IMN GA I NS L E E V E EXISTING WATER MAIN -----........__ 11 NT HE RWUCSOT NBCL ROECTKE JI () NEW6" PIPE EWXAI ST TEIRN GM6A I"NA . C . / N(SEEWE 8S"Px6E"CPIF.EIC. Ax TMIO.JNRS)EDUCER EXISTING 10"T M N( SEEWE 8S"PME CJI F9 0I C"ABTEI ONNDS()T Y P . ) .. NEW 8"HOPE WATER MAIN SECTION "A"-"A" EXISTING6"AC. WATER MAIN NEW STAINLESS STEEL TAPPING SLEEVE FOR EXISTING6" A.C. WATER MAIN NT HE RWUCSOT NBCL ROECTKE 11 NEW6" VALVE AND BOX NEW 8"x6" 0.1. P.E. x P.E. REDUCER (SEE SPECIFICATIONS) NEW 8" M J. 90" BEND (SEE SPECIFICATIONS) NEWS" WATER MAIN - EXISTING WATER MAIN TO BE ABANDONED IN PLACE ; z EXISTING VALVE A N DT OV AB LEVPEEBROMXA NT OE NBTEL YR ECML OO VS EE DD EXISTING WATER MAIN TO BE ABANDONED IN PLACE EXISTING6" WTAOT ERRE MM AA II NN I NEW CONCRETE IN USE I THRUST BLOCK c..,J._ NCEAWP D.I. FLANGE NCOOTNET,RACTOR TO REMOVE ENOUGH DW AI TPEI PREMTAOI NA DA SE QI NUDAI TCEALTYE DI N, SRTEAML OL VNEE W EC XOI NS CT IRNEGT EP I PT EH RAUNSDT PBRLOOVCI KD EA SM .I JN. DCI AC PA TAENDD 9 LINE 1 - CONNECTION DETAIL - No. 2 WEAXTI SE TRI NMGA6I N" SCALE, NOT TO SCALE iJ r=i UNDISTURBED SOIL w CZ w "' 0 wm w [L -z 2 z0 ;;;: "' t;; wz 0 - w C '- .Q -�> 0 W O.� C o-·- ·- 0 - � E 0 0. L CJ) C �u � "-• 0 •-o·- 0 C � • • 0 so2 C • 0. ,,cw--,--,-.,.-.,.-r,,-,-,.--,---,--.,.-rr- --<--- SA US RRFEAQCUEI RREEDS TB OY RWA AT TI OENR MAIN SPECIFICATIONS o-----.1-___ t--,.- LOCATING MATERIAL AS PO I . PD E . (Be) I I REQUIRED PER SPECIFICATIONS BGAECNKEFRI LA LL AWSA RT EE RQ UMI RA EI ND B Y SPECIFICATIONS. "' --,-..,.,--�·... �-,·:. w N 0 u w w [L z [L ,, .... , . \: .. ' ;- ....: : ' •. ,"·1 ' - •·· .. c,: ,-. • ...., .• ·-' ' . ____ -__- . -�-�-, ·'; • . --·•. µ:· ➔• --¥-.P.. a::�__________ L: . _·_·.. .C:.:. .::J __� C') zIu _,N z: ., : : , mu- :r: HMAANT DE ROI ARLMS EPCL HA CA NE DI C IANL6C" OLMA YPEARCST E D 12" OVER THE TOP OF PIPE. I Be + 16" MIN. I Bc/4BoErD4D" MINIGN (IF ROCK IS ENCOUNTERED ALL BEDDING SHALL BE FINE TO MEDIUM SAND) APPLICATION GRASSED AREA T O O R P V A A E N V H Y E I C A M U R E L E N A A T R S A T U R R B E A J A F E F C I T C NOTES, w = D = Be ::: NMOA XT . TAOL LEOXWC EAEB DL E3 0T"RFEONRC H4 "WT HI DRTOHUFGOHR 8P" IPPIEP ES,H A L L NP IOPTE TDOI AEMXECTEEERD(3I N6T"EFRONRA8L") T H R O U G H 1 2 " P I P E PIPE DIAMETER (EXTERNAL) BEDDING, HAUNCHING AND INITIAL BACKFILL CLASS I, II OR Ill MATERIAL (SOIL TYPES GW,GP,SW,SP,GM,orSM) CLASS I OR II MATERIAL O( IRN DGORTA D" BE"DB OS TRORNOEW, ¼B"ATCOK F1 I ½L L" ) FINAL BACKFILL SELECTED EXCAVATED MATERIAL COMPACTED GRANULAR MATERIAL 1 . SWHOARL KL UF AT LI LLI IZNEGCUONMDPEARC TT HE ED JGURRAI SN DU ILCATRI OBNA OC KF FTI HL LE MI NEDEI TA INNAG DBE- BPOA RR RT MO EWN CT LOA FS ST IRF AI CNASTPI OO NR TFAOTRI OI NN I T( I INADL OATN) D FSIHNOAUL LBDAECRKFLIINLLEWOHFETRHEETPHAEVECMENETNETR. LINE OF THE WATER MAIN IS WITHIN A 1 TO 1 SLOPE OF THE 2 . SWHOARLKL NU OT ITL I FZ AE LCL OI NMGPUA NC DT EE RD TGHREA NJ UU RL AI SRD BI CATCI OK NF I LOLF ATNHYEWI NH DE IRAEN AW DI TEHPI NA R5 TFME EE NT TOOF FT HT RE AENDSGPEO OR TF ATTHI OE NH A( I RN DD O T ) (CONCRETE AND ASPHALT) PAVEMENTS TO THE CENTER LINE OF THE WATER MAIN. 4 TRENCH DETAIL FOR HYDRANT LATERAL SCALE, NOT TO SCALE PROPOSED 12" HOPE, DIPS. DR11 PIPE CONCRETE SEPARATION BLOCK .. t---- WASTE PIPE SHALL BE CONCRETE ENCASED • ·; 0<' EXTENDING 5' IN ALL Y,'>$> • '(A.'( DIRECTIONS FROM CENTER '/ 1/;· i>j,'»:ivJ,"> POINT OF CROSSING l:yt;.('<,< :;<, '. ' � '. ',,,'-/> L I V EUSNTDOI SCTKUWR BAESDT ES O I L FORCE MAIN 11 WATER PIPE SEPARATION DETAIL L EXISTING WATER SCALE, NOT TO SCALE NOTE, Z J WALNUT Sl (ASPHALT) EXISTING6" M.J. TEE EXISTING NEW CONCRETE PLUG ETXOISBTEINAGBAWNADTOENREMD AININPLACE ,::,· ,>. I WALNUT ST }-.:}:·f, =:-Z A (ASPHALT) ' . ., . L I CT OO NDTERTAECRTMOI NRESDHEAPL TL HE XAPNOD SCEOENXSI SU TL ITNWG I MT HA I N ENGINEER PRIOR TO SETTING ENCASEMENT t .. SURFAATCPEIPREEPAABIARNRDEOQNUMIREENDT _/ __� �·I� NEW CONCRETE THRUST BLOCK NEW6"M J. CAP 8 NEW6" PIPE bJ N E( RWU 8N"SHUONP DE EWRAETXEIRS TMI NAGI N) PLAN VIEW LINE 1 - CONNECTION DETAIL - No. 1 SCALE, NOT TO SCALE 10 bJ EXISTING6" M.J TEE iJ PROPOSED PIPE ABANDONMENT DETAIL S. WALNUT ATS WASHINGTON ST. SCALE, NOT TO SCALE TYPICAL DETAILS I • REVISIONS 8/13/2025 C "fi 00 0 � � ,, � ;; 1: BID SET C 202s Midwestern Engineers. Inc. 802 West Bro:,dw:oy Stn:cl P.O. Bo., 295 Loogootc-e. !ndiana 47553 DATE AUG 2025 DESIGN M.M.S. DRAWN A.P.J. Q.C. CHECK W.A.E . PROJECT NUIABER 2025033-00 1 5 15 OF 1 6 FILE NUMBER 45079 I Do Not Use Plan Previews for Take Off
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