Midwestern Engineers, Inc. Plan Preview

� ( \ \ I I I \ I \ � , CO N G. j ,,--- CONC 1 1 1 l i \ \ \ \ EX 6" wl.reR MAIN --------.j POST PROPERTIES, LLC � � \ 31-06-09--234 14 \ ;: P ROPOSED LI N E S E GM E N T "F- B" \ "'l S EE S HEE TS 1 8- 1 9 FOR D ET A IL S. °' i ' ' ; ' I ; ' ' I , ' \ I , ,,. , ( /./ /./ I / l STAMBAUGH. RONALD M.& - ....._ FREDA M. ' - 1--�----- "- "- ' I I \,V, EX.4" W FREDERICKW.& VADA E. - I "'- "­ ; \ FREDE�W. &)111:DAe. ALBRIGHT RE,VtM°NG TRVJt" 31 � -006 � \ I I I ' \ ' \ ' \ ' � ALBRIGHT REV LIVING TRUST 3 1 -06-09-232-007 ' ( ) LYNCH, ROBERTJ, JR. & DARLA J 31-06-09-232-005 \_ ' - STO N E ---,,,'c---SAN I ' "' / / �t�===::�;;;�t:;:;;::'.'.:� -;--,,,w--w w-- / ( i 0 )> ,, ;,; "'0 :i, )> ,, ' �m � CO N TRACTOR TO PLUG A N D SEAL TO WATERT I GHT CO N DITIO N FOLLOW I NG RECO NN ECT I ON TO PROPOSED SA N ITARY SEWER l I I..___ ' ;-"'� ----- \ \ SPECIAL NOTES ;;. S N 1 CONTRACTOR TO RECONNECT EXISTING SANITARYLATERALS TO PROPOSED SANITARY I , . . S E W E R M A I N PE R DE T A IL ON S HE E T 26. LIN E A L FOOTAG E OF S AN I TA R Y L A TE RAL I S · EST IM A TE D AND M AYNE E D T O B E F IELD ADJ U S TE D. ' 1 e S - .- N- . - 2� C - O_ N_ T_ AA_ C _ T _ O_ R_ T _ O_ F_ I _ EL _ D_ L _ O_ C_ A_ T_ E _ E _ X_ I _ S _ T _ I N_ G_S _ A _ N _ I T _ A_ R _ Y_ L_ A_ T_ E _R_ A_ L_&_ R_ E _ D_ I _R_ E _ C _ T _F_R_ O_ M _ E _ A_ S_ T _ S_ I _ D-t E I / OF H O ME T O C ONN E C T T O THE P RO P OS E D SAN IT ARY S EW ER ( LI N E "S- A") ON WAS HI NG T ON ST. SAN IT ARY CLE ANOU T S S H ALL B E INS T AL L ED A T A L L T U RNS I N P ROPOS E D SAN IT ARY _.,.-I ' LAT E RA L AND PE R D ET A IL ON S HEET 26 C ON T RA CT O R SH AL L B E RES P ONS I BL E FO R AL L \ P RO PE RTYR E S T ORA TI ON I N CL UD I NG, BU T NO T LI M ITE D TO, S H R U BS, T R EES AND F E N CE S C ON T RA CT OR S H A LL COORD I NA T E PROP E RTYAC C ES S W ITH I ND I VI DU A L PR OP E RTY SHALL AVOID EXISTING UTILITIES AND SHALL HAVE A MINIMUM SLOPE OF 0.7 5%. 'I---+---- ------------------------------+ - SCALE: 1• = 20' 0 10 "' 'I , OWNERS AND SERVICE INTERRUPTION SHALL BE KEPT TO A MINIMUM. PROPOSEDLATERAL \ SN3 EX I S T ING SAN IT ARYS E W E R T O B E ABANDON E D C ON T RAC T OR TO C O MPLE T E LY F I LL I EXISTING SEWER WITH FLOWABLE FILL TO WATERTIGHT CONDITION. "' IIVEBB, KEVIN M.& JUANI TA M. "- 31-06-09-230-006 ' S.N 4 C ON T RAC T OR TO E X TE N D PR O P OS E D S AN I TARYS E RVI CE LA TE RA L T O P ROP E RTY LI N E PER , DE TA I L ON SH EET 26 PL U G SH AL L B E I NS T A LLE D FOR F UTU R E CONN E C T ION. / l ---- \ / TRUJILLO. JULIET ISABEL ' DUNN, GREGORY I \ I � [- & GRIGSBY ONJ \ 31 - 06-09-230-007/ "' ) V I EX. 6"WATER MAI N / \ / / '\ ,912- �w;.-;,-' -- 0 + 0 8 0 + I CONNECT TO EXISTING WITH - ; --� - ----.!f---- , r w--t -w--,w \._ - ---'\• w--·, �+- w--w--+ -g + � CENTER ST. SN 1 � ___.,,/ SN 1 /I EX. 8" WATER MAIN · · 0 0 + (!) S. N . 1 0 0 + U) EX. 8" WATER MAIN 0 1-<D w +W" I . (j) j:: ::;; (j) 0 (\ � . - - - "' - - - --- ...--,-----, - - > LA N DSCAPI N G CONTRACTOR TO FIELD V ERIFY EXISTING F/M P I PE MATER I AL AND SIZE. RECO NN ECT WlTH UP TO 10LF. OF F/M PIPE. CO N TRACTOR TO COORDINATE W I TH THE N EW HOPE CHRIST I A N CE N TER, I N C. PRIOR TO FIM MODIFICATIO N A N D SER V ICE I N TERRUPTIO N . ASPH. PARKING cdt \ \ I l I EK l!ANlrARY MANHOLE RIM i14,54> INv (SI 90834> INV (\N)' 90 �. lilt INv (E): Ms.a,, .tNv c�I 90/ . 4 '1• ITOBE REMO V ED! f UP TO10LF OF 8" SDR- 3 5 PVC SANITARY SEWER -- • - -- •--- PROPOSED SANITARY MANHOLE SC-4 STA: 9+78 LINE "S-C" STA: 8+73 LINE "F-B" RIM: 914.54± INV (SW): 908.00 (INSIDE DROP) INV (E): 908.34 (INSIDE DROP) INV (W): 908,34 (INSIDE DROP) INV (N): 905.83 N ;i:/$.OQ.?8, 12_ E 5Q4_17� 1� I °'__ """'!!""-- ""!" ----m-iiiAa S P•H-. A ., LT_.....-.. -....----- 1 _ S . .,N_. _'.___ 1 <Xl' �� · l--__-__---__/ ____ ....,_...,d,,_,..._�"""/ "l" - - ' • --- •--- • --- • �� --3- �--� - -.r -=a<- • +-->,- - ASPH, PARKI N G LOT - I /'\ \ - / I EXIST I NG 1 0" SAN I TARY SEWER (TOBE REMO V ED) - I FEL,-LERFUNERAL HOMt INC 31-- 06-- 10--101-0 03 ' ® / __.- - BLKT. - •--+ . ,,,--- / ·--- •--- ·--�+­ - - 0 ---- - LA N DSCAPI N G PROPOSED 338l.F.of 1 2"SDR- 35 PVC SANITARY SEWER@ 0 . 22%SLOPE r I / \ ) / CO N TR ACTOR TO F I ELD V ERIFY EXIST IN G F/M P I PE MATER IAL ANO S IZE. RECO NN ECT WITH UP TO 10LF. OF FIM PIPE.CO N TRACTOR TO COORDINATE W I TH THE FE LLER FU N ERAL HOME, INC. PR I OR TO F/M MODIF I CAT I ON A N D SERV I CE IN TERRUPTIO N . ( I I I !/ / " / \ \ , I \ � � 7_ _,,_,_______ ,_1 _____�--- I I LINE SEGMENT "S-C" STA. 4+60 TO 9+78 ---- - -- - S. N . 1 S. N .4 z U,_ :::; C IF- � 5 .,: C.) ::;; w , ____ ·--- ,,--- ·--- ·--- •--- •--- •--- PROPOSED SANITARY MANHOLE SC-3 STA: 6+40 LINE "S-C" RIM: 912.69± INV (S) 904.89 INV (N): 904.79 INV (SE) 906.99 (CONNECT TO EX.) N.2250425.88 E.504167.34 EX. SA N ITARY MANHOLE/ RIM: 912.69:t: / IN V(S) : 906.09t I IN V(SWi 906.99± I NV {N) 905.99" I N V1se):)Jd6.99± / ITOBE REMO V E / I ---- - '\ J - /-- \ I \ \ PR O P OSED 329 L.F.of 1 2" SDR- 35 P VC SAN I TARY SE W E R@ 0 22% S LOP E (1 80 L.F. 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GRADE { ASPHALT) --!---l----!- --l----!---l----1---l-/-/-= M = F O = D = IF = IE = D i= P = R = O = C F T = O = R = (TY =f P == ) =:--_-_-_++----_-:_+�_ - _-_-_++----_-_ - _++ ----_-_-_++-- - -_ -_-_++-- - -_-_-_++-- - -_-_-- + ; I PROPOS ED LI NE S E G ME N T "F- B" 91� SE E SHEET S18 1 9 ::\_ FOR D ET A IL S. \ \ ' \...EX. SA N ITARY MA N HOLE +- --+--1--+---+---,-- R!M: 91 4.54 ± +- ---lf- --+--+---f ---+-tN V (S) : 908.34 ± I I I I - �..!..,-,· '------'-,..-... •• ·�:..... ' " ' ·�=-- """'""' ��= ·. ·., , -,. · · ·.' ,=!'", .. :,.:.. !..·. ..-.:.- / I , . -· ....... ... -· .. ·r. --- . 338 L.F.of 12" SDR- 35 PVC SANITARYSEWER@ 0. 22%SLOPE ,_I --! --+--! --+--! --+--+--+ -:c �===c=cc+::c:�'-t--=f =-- -+---t--+- -- t--f-329 L . F.of 1 2 " S D R- 35 P VC S AN IT ARYS E W E R@ 0 22% SLOP E EX. SA N ITARY MANHOLE -' +--t----+--i---+--t----+ --t----+- -t-- --+--t----+--t----+ --t----+--t----+--t----+--t----+ --1---+ - --+ --t----+--t----+--t----+--t- -- -+-- (1 2 0 L F. T HIS SH EE T) +----+---t---+---t---t----t---+ R I M: 912.69 ± +- --f---+---+---f---+-I NV (W) : 90 8. 34 ± -t----+----lf---l- ---+---f---t----+---f---+---+---!----+---l ---!----+---+---+----+---+---4----+---+----1 --+--! NV (S) :906.09± 15 +- -- f-- - -t- --+---f--- -t- -- l N V (E) : 908.34 ± +--+----if----+--+---f----t---+---t---t--+---t---l---+--t----1- --+--t---t--+--t---t--+--t---t- lNV (SW} : 9 0 6. 9 9 ± '• + -- t----1 --+-- t----j --{ IN li V µJj ( N t ) E 9 Jc 0 � 7 Q . 4 S/ 4± fil ] , I N V (N) : 905 . 9 9 ± ---t---+--t- -- -+--t---+--+--t---1-- -+--t---t--+--t---t-9/ 00 90 TOB REMOVED -+- -+----, f- --+- ---f---+---+-- -t-- ----+---+----+---+---l----+---+---l----+---+---r----+---t---4-----1 - -+-- - --+--x, INV (SE ) : 9 06.99+ +---f----t---+---f----+-- +---f----/---f---f---1----f---f----/---+--t---t--+--t---t--+--I---+--+--+---- -1----e- ·- ·· ·- -r----· --·-· ·- --+-----f---+--+--[I T Q Ocj B!! E JR l.! E ;! 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Bos '195 Loogootee. Indiana 47551 DATE MARCH 2024 DESIG N S.M.S. ORAWN M,M.C. Q.C. CHECK W,A.E. PROJECT NUMBER 2020073-00 14 14 OF 35 FILE NUMBER ::J L III� 11 Do Not Use Plan Previews for Take Off