i 0 0 � • � • � w � • � • ,u•< )R�� < .......g� 0 v,I� g � '"' � � o--12� : �w " .. _1- • w ow < � a: c:' � � <• � c:i > 0 8\/ �- oo o< >Y -� 55 , . <• PRICE, DAVID E LLC (LIFE EST RETAINED BY DAVID 'E PRICE) 74-02-25-301-001.000-003 I I I I I I ' ' \ TEMPEL. ADAM L & NATALIE K "DITCH REGRADING ALIGNMENT' \ \ I I \ \ G\ O G7E4 L- 0, 2P- A2 5T-R2 I0C0K- 0 L0 3&. 0L0U1 C- 0I N0 3D A K ' -... '- I I I I I I I I I PIPE INV. 525.78' 20 I I \ I I I I I I 10 \ 0 I 20 EXISTING MAILBOX (, < \ \ '- °"' .I f'.l'i'I ---- RWM>- ,�-- 0.v ,,-------- =--=-· ,,.it' _:::=:..t-----" """"'e,,:-=="'=.....,-'."'."""c::::f-=..,t:c-:f-_..._..;·Oo-��� I I f \ o+so.o0 I I I I ' • I 0+2s.0J -005, I -. .. �.,, • I i 0+00.00 - I t I r, if I I ' ,--�---- I ' / / / I O _.. 0 0 o--� o o LO O LO ·---1•• -o- R /W- =N-- � + + :.. N PI NRDOI AT NE AC TP OE XWI SE TR I NU GT I LS I OT YU TPHOELRE N DURING CONSTRUCTION ' " ' 531 0 0 SM--�WN--- + N - I R/W RN/ SM PERMANENT WATER MAIN EASEMENT PROPOSED DITCH CENTERLINE - - / ---- P( SREOEPSOHSEEEDT 142 "F OP VRCDCE-T9A0 I0LDSR) - 1 8 W A T E R M A I N 53 0 •- 53 0 531 ____ .::.,,.,. ___________ _ - PRICE, DAVID E LLC (UFE EST RETAINED BY DAVID E PRICE) 74-02-25-100-008.000-003 81 •--·-- -g-,--•--·-g -�-' ·--·--·--·--·--·--·--·--•�-- ��---· a li) o k � fU\11 LC) fWJ --�- --- fWI _Q 17J'➔ /--- WW --- WM - -�, --- SW --+-- M, --- WW ----=-�: -• + .i .1; :;:II V ..., "TTII --- \ '- •, v"I I •0 " " lJ" PIPE INV. 526.42' DIATNEACTPOE XWI SETRI NUGT I LSI URING CONSTRUCT! IANSS TRAE LQL' D2 0F OT OR NI NS LREET VPERTOMTEENCTTRI OI PN R A P l I --,· - ' / RN.'-- 'l:!""""'""""'!"'"'!"'""'"""� �""""""""""""""'"""'-'"'"""""""""""'""""""'""""""��...........................� / � RA EP MP ROOV XE I MA LALT EB RSUTSAH. 1/ D8 E+ 2B0R TI SH ARCUCSUTMA U. 3L 4A+T0E0D- FCROONMT RTAHCETCOLRE SA HR AI NLGL CNLOE A" WR I EN NDTRI OR EW WI N IGD"TOH FOBFRTUHSEH P/ DEERBMRAI SN EWNI LTLEBAES E M E N T . SAELLEODWINEGDW. ITLHLEBEUSREEQOUFIARECDHIIPNPWEROOWDILELDBAERAELALSO.WED IF PERMITTED BY THE OWNER AND PROPERTY OWNER. ALL MAINS AS SHOWN ON THIS SHEET TO BE 12" PVC C-900 DR-18 CLASS PIPE WITH TRACER WIRE AT A MINIMUM DEPTH OF 42" UNLESS OTHERWISE NOTED. GRADE BREAK STA= 0+25.79 56 ( ELEV= 533515 55 55 � 54 . 54 53 53 52 -� 52 51 � � 51 sos-ff_ SEE _ SHEET 9 FOR CR�SS SECTIONS EVERY 25 FEET : 0+'0o 0+' 25 0+50 0+'75 1 D . IT A PC L R L H O I G N P R G O A S N D E O I D N T G 1E 2 S W " MOARIKN SISHAINLSLTBAELLDEODNAENODNILNYSAEFRTVEIRCETHE EXISTING 2" MAIN IS ABANDONED AND THE 32 .. PR RE OG VR IADDEEUENXI FI SOTRI NMGSDL IOT PCEH BTEOT PWREOEPNOSSTEADT IFOL NOSWAL SI N IEN DE LI CEAVTAETDI O. N S A S S H O W N . 54 .. SI NESETDA LALL LE RD OI SSTIUORNBCEODNATRREOALSBPLEARN KI NEDTOOTNSATLALNSDIADREDSSL. O P E S S T E E P E R T H A N 3 : 1 . 7 6 . . D CP I R O T O N C P T H R O S A S H C E A T D L O L FR L P O T R O WO L V VI E I N D R E EI F E P Y L O E A S V L IT A L I T V UI E O T N I D L S I R T A AY I N N LD OA GC G E A R T A W I D O IT E N H S S , N P WO R I T I S O H T R A S T N !D OD E I E N S X G L C O W A P V A E A T S T E I A R O N , N C D . O BNOSTTTROUMC WT EI DD TTHO T H E MATCHING THE PROPOSED SECTIONS. IESLTEAV:0:+53725..0000 1• 0 ,-ESLTEAV:1:5+3215.0560 � 1+'25 1+"so • STA:1+75 00 &' 1+75 2+00 [ESLTEAV:2:5+3205.7040 2+25 DITCH REGRADING PROFILE HORIZONTAL & VERTICAL SCALE: 1" = 1 O' 2+50 IESLTEAV:2:+57350:0304 [ESLTEAV:3:+52295..0903 /E S L T E A V ·3 : + 5 7 2 5 9 0 52 0 iESLTEAV:4:+52259.0101 ,-ESLTEAV:4:5+2785.7000 GRADE BREAK STA= 5+10.56 r ELEV= 526.446 � 60 2+'75 S SS . . . N N N . . . 2 3 1 S.N. 4 S.N.5 S.N 6 S.N 7 SN 8 S.N. 9 S.N. 10 � � 55 £ EXISTING GRADE PROPOSED GRADE 3+00 3+'25 3+50 3+'75 4+00 ,. 5 4+50 � 50 45 .40 ·35 30 EXISTING 12" �25 . CULVERT INV. 526.42' - 4+75 5+00 20 15 10 .05 ·oo 5+20 OREVPELRAECXECMAEVNATTIWONITAHN1D8" OF RI NELVEET NPTRMOETNETC RT II PORNA( 2P 0FTOORN S ) DITCH REGRADING ALIGNMENT STA. 0+50 TO 5+13 SPECIAL NOTES EROSION CONTROL NOTES EXISTING WATER MAIN TO REMAIN IN PLACE E.G. 1 EROSION CONTROL BLANKET INSTALL NEW GATE VALVE (SIZE) E.C. 2 SILT FENCE INSTALL A 3-WAY FIRE HYDRANT ASSEMBLY WITH 6" GATE VALVE E.C 3 TEMPORARY CONSTRUCTION INGRESS/EGRESS PAD EXISTING WATER MAIN SHOWN AS CROSS HATCHED TO BE RETIRED IN PLACE AFTER NEW WATER MAIN IS E.C. 4 INLET PROTECTION STRAW BALE PUT INTO SERVICE AND EXISTING METERS ARE CONNECTED TO THE NEW WATER MAIN E.C. 5 PORTABLE CONSTRUCTION DUMPSTER EXISTING WATER AND METER PIT TO BE REMAIN IN PLACE. EXISTING CUSTOMER SERVICE LINE TO BE CUT. E.C. 6 TEMPORARY CONCRETE WASHOUT BASIN CS DA PR P- 9E CD T. SA -NSDI ZRE ESTEI RREV DI C IEN LPI NL AE CTEOFBREO IMN SNTEAWL LCEOD NFNREOCMT I NOENWP OWI ANTT ETRO MEAXI INS TAI NN DG CWOANTNE ERCMT AE IDN T NOEEWX I1S" THI NOGP E E.C. 7 PORTABLE TO/LET CUSTOMER SERVICE LINE. OWNER SHALL PROVIDE CORP STOP, SERVICE LINE, AND TAPPING SADDLE. FOR GENERAL NOTE· IINNSSTTAALLLLANTEIOWN1B" YHOCPOENTSRDARC-9TCOTRS-SIZE SERVICE LINE AND ¾"x3/4" SERVICE METER AND RECONNECT TO 1 . LSOH CAAL LT IBOEN DSEHTOEWR NM ION NE DP LBAY NCSOFNOTRR ARCETFOE RR .E LNOCCEAOT NI OLNY .SFHI NAAL LL BL OE C A T I O N EXISTING CUSTOMER SERVICE LINE (IF APPLICABLE). OWNER SHALL PROVIDE CORP. STOP, SERVICE LINE, APPROVED BY OWNER OR ENGINEER PRIOR TO CONSTRUCTION. IT TAPPING SADDLE, COPPER SETTER, METER PIT, METER LID, AND METER FOR INSTALLATION BY CONTRACTOR SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NEGOTIATE WITH BROEMRROOVEWEBXAICSTKIFNILGLGATE VALVE AND APPURTENANCES TO 18" BELOW GRADE AND FILL VOID WITH GRADE B PP RR OO PP EE RR TT YY (ORWE QN EURI RSEADSFNOERCEE.SCS. AI TREYM FSONRo .T3H, EN oU. S5E, NOoF. P6 RAI NV AD TNEo . 7 ) REMOVE EXISTING FIRE HYDRANT OR FLUSH HYDRANT ASSEMBLY AND APPURTENANCES TO 18" BELOW 2 . SOTWONREMRWHAATSEAR PGPEL NI EEDR FAOL RP EORRMCI TU. RORWE NN ET LRYS HHOA LL DL SS UT HB ME ICT OTNHSETNROUi CTTOI O N GRADE AND FILL VOID WITH GRADE B BORROW BACKFILL IDEM PRIOR TO COMMENCEMENT OF CONSTRUCTION. CONTRACTOR REMOVE EXISTING METER AND APPURTENANCES TO 18" BELOW GRADE AND FILL VOID WITH GRADE B SHALL BE RESPONSIBLE FOR ALL INSTALLATION AND MONITORING OF BORROW BACKFILL ST HH EO WS TNOOR NM TWH AE TPELRA NP OSLHLEUETTI OS NO PRRAESV ER NE TQI UOI NR EPDL ABNY ET LHEEMSEPNETNSCAESR CUT, CAP AND RETIRE EXISTING WATER MAIN ON BOTH LIVE AND RETIRED SIDE OF MAIN ECNOVUINRTOYNMSOEINLTAANLDMWANAATEGREMOERNTTH. E INDJANA DEPARTMENT OF DITCH PLAN AND PROFILE REVISIONS 811125 BID SET I C 2025 Midweoh:m Engine-en,. Inc. 802 West Broadwav '.im,et P.O. Bo� 295 Loogootee. Indiana 47.5'i3 DATE AUG. 2025 DESIGN C.W.R. DRAWN J.A.J. a.c. CHECK E.K.P. PROJECT NUMBER 2024080-00 8 8 OF 13 FlLE NUMBER 45146 I Do Not Use Plan Previews for Take Off
RkJQdWJsaXNoZXIy NjAyODM2