Midwestern Engineers, Inc. Plan Preview

--�� ' � ' � � � . SPECIAL NOTES ""-. 1--�-------------------------,"- S.N.1 S.N 2 S.N 3 S.N 4 CONTRACTOR TO RECONNECT EXISTING SANITARY LATERALS TO PROPOSED SANITARY SEWER MAIN PER DETAIL ON SHEET 26. LINEAL FOOTAGE OF SANITARY LATERAL IS ESTIMATED AND MAY NEED TO BE FIELD ADJUSTED CONTRACTOR TO FIELD LOCATE EXISTING SANITARY LATERAL& REDIRECT FROM EAST SIDE OF HOME TO CONNECT TO THE PROPOSED SANITARY SEWER(LINE "S-A") ON WASHINGTON ST. SANITARY CLEANOUTS SHALL BE INSTALLED AT ALL TURNS IN PROPOSED SANITARY LATERAL AND PER DETAIL ON SHEET 26. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PROPERTY RESTORATION INCLUDING. BUT NOT LIMITED TO, SHRUBS, TREES AND FENCES. CONTRACTOR SHALL COORDINATE PROPERTY ACCESS WITH INDIVIDUAL PROPERTY OWNERS AND SERVICE INTERRUPTION SHALL BE KEPT TO A MINIMUM. PROPOSED LATERAL SHALL AVOID EXISTING UTILITIES AND SHALL HAVE A MINIMUM SLOPE OF 0.75%. EXISTING SANITARY SEWER TO BE ABANDONED. CONTRACTOR TO COMPLETELY FILL EXISTING SEWER WITH FLOWABLE FILL TO WATERTIGHT CONDITION. CONTRACTOR TO EXTEND PROPOSED SANITARY SERVICE LATERAL TO PROPERTY LINE PER DETAIL ON SHEET 26 PLUG SHALL BE INSTALLED FOR FUTURE CONNECTION ' , I I J " \ - -- I I I \ \ I ( EIDENIER-MORENO, CHRISTINA M 31--06-03-382-011 - ' ' ' ,----� � --- "' \ - ::: ----" '.\ " - - �/ ' -=- -\ \"j\ \ ---- - - - - - -- \ 1 "'\ \ � \\ "--- _______ " -"'L " - \ \�\ ---- -"' -"':: � \ I I ·I \ x / '--- _.- --. " � j, , I I I I __/ / \ BROWN.JEFFREY s & " � \ I / \ TREESH, NANCY J. � \ '\ / \ 31-06- 03-382-013 .,,-- .....__ • \ \ \ \ \ // -- ----- i \ l\l'--/ (' I \ I\ \ ' -- .--- - - -896- SCALE: 1" ::: 20' �-10 �- I KIRKPATRICK, AUSTIN J. 31-06-03-382-014 / §} GILSON, JAMIE LYNN 31-06-03-381-012 ' I I I J I \' \ I / \ \ E X S A NIT AR Y MANHOL E """"- / I _,-, \ R IM900 00 "-, / E!DENIER- MORENO, CHRISTINA M. 31--06-03-382-012 - ' / ' ' - - ' _J, "'""' �"'.J--t�·- 1 -+-,,.__ - - , I\\ \ I CONTRACTOR TO PLUG / • ' I �·-+--�, \'" ec ---1r----1� K ---- e c --- K /�----t- ' "'s;:t-- -f--�-- K --+- ,_.-d EX. SANITARY SEWER EXISTING SANITARY SEWER J /' - - /1-S.N.1 J__ (TO B E A B A NDON E D) ./ � , ec ---+- " '\ -\L--- K I--- ec -+-- PL f'L Pl Pl f>L / ,....-! �===-=-= - - - ::::::::;:: / - --,/- S _ T _ ; _ N _ E ::_T\;: \ :::-�"'"-, --...._____ ,'i'-'1' & , -'." ' ==ec= - =��-- e,,�:=" ' i;i t__,/�'." '==ec =,_sf,,'= S = T :: O :: N :: E :_, �e,•ci:::==" 'c, ! e,,� J '===fs:, �: C �N]=w'f"-" - "-"wl: CJ ,/'==w-' � "'==w='-' �" '=•==='�"===.;; . "'"�=:;w;"''--� =l, S - - TO - NE \;:: '-. ::'!: :::;c �;;:-==;'iw,===,w;=;_ e"F-=w===-\,-\ae.. N '" C � -� -S -I U O = N � E --'- -------'--'- S - T - O - N � E -ab�e- � .. -�w=� z_ · s-- -f"; ,_ M_S __GAS GAB �--- �--- /,--- MS+-1-- f s------, / /� MS--- = '- •-..---,1 1 MS--+-- "'--- MS--- GAS , / fs---1 \ �· ---"'!_GAS /:./ GAS--;-�/ MS-�, -+' - GAS' \ '\" GAS ----11'- ,� - - -, , - ! i g��S-_N-_ � 1 PROPOSED 321";_ F of 12" SDR-35 tvc g \ "' WALNUT ST. f----i s N. ; \ � ' " EX 8"WATER MAIN � /" '---- \__EX 6" GAS MAIN ; U) - � O � � :/ I f2 �� 1 �� R �H � :��:E, ) 0 22% SLOPE � ) ASPHALT PL / \ PL ��. " ,.,) P L/, -1 / ec ---" :) � -� - {_6_� A _t��� -� - �_g_�_�_ D _ I_ R _ �� - �--- � ff: - '"• /e / � --:__:- el/ ' \{' --jS N ec 1 1 / " I e c S.N1[ 'l D \ -, \ ;�/ / ; \ - - ,- __JI t' .\I s N.1>-- - l:- - � D ' / A SPH. ( " 1 ' L _/ STON E / .-- ,.- ;! ___,.,,__ -_J EX4" GAS MAIN _ _ STONE/ , ,,..STONE / � <( z8 -, � R"' STONE '' -t·----...,,,----- ' GAS---1=-I--,\'- GAS GAS� M S \ ,-m -lw+-e- ;; "' --�;· ===M�S7- --�-��� ;-;::;,;::;;::;:��, -�---1 Mr--- GAS � ,=' .· ,:.: ....._F,P.� MS /= ! GAS , GAS/ ' ; C -· - ( / ","r---�[PROPOSED 24 L.F.of 12" SDR-35 PVC , :ii w 2 "- ---:: ,., ' \ . 1 •... j !SANITARY SE WER@ 0 2 2% SLOPE \ r .-"'\..i � 1i SAN ;'.I S,t.!11 SAN SA.N--r-SAN SAN \ SAN - --"<�--'"'-+--",-+--- - -- - ---+ I�" SAN-- '-s \ ---- :::; f • \ EX. SANITARY(EWER _J / \ - PROPOSED SANITARY MANHOLE SA-17 / t "- � �c- ? - , � - i - � N A -' i '"" ; - � - � , - ; A - o R - � -L � - � - w - E � R I -- "'' j (TO BE AB A NDD/'IED) ) STA: 41+30 LINE "S-A" ..___ _ j \ , RIM: 902.00± 1 , E X S A NIT AR Y MANHOL E \ ' INV (S) 894.10 1 R IM901 85 ) \ I DUKE. JACOB E I I INV (W): 894.00 \ - 4 +77 INV (W): 895.85�IIT�O�B�E�P"L"UG�G"E�D�il 31-06- 10-126-008 \ I INV (S) : 894.1 5 / N.2251095.83 E.506437.37 ll INV (EJ: 895.75 BIGE. RANDYD.& 9LlSTI M. 31- 06- 16°126,001 I > \ � ;i;, - --........INV (NE): 894.15 J(TO BE PLUGGED)! � / \ GLINDEI( Wl bLIAMl. \ CONT R ACTO R TO PLUG ' 1 IP R OPO ; ED INV (N) 894151 \ / = \ J 31-0& 10 � 1 ;,.,,; '- E XIS1ING S A NIT AR Y SE WER _ ' I " � / j �gi1�:��g�:�&g� E N �g:v��i 1 ;; 1 ��� EWER I ;:; " ------ EXFORD, JILL 31-06-10-126-010 ? I I ,• "' I , CONDITION. FLO W LINE TO BE MODIFIED TO .,_.-- RE DIRECT FLO W TO P R OPOS E D PIP E -· " _. , ,4-I �( 1¥. -,h_ ___ , , ___________ ,_\ \ \ • '\ "' \ -9Jl(l- DUTKl 'E\MCZ,\ BR!ANT;HOMA'S' &MARtAl. l 31-06-1 ( 1.. 1a6,,Q11A l '---- . , . \ '-..__ -001- - ' _\ ______ REVISIQNS LINE SEGMENT "S-A" STA. 38+80 TO 41+55 �1-------------------....::.:.:.:..==:..:..:.:.-=.::..:.....:::..:.:...:.:....:.:._:..:.....:...:.....:....:......::._____________________________________________ ___JI!::::=====.! 00 � I w 5 t; " w � � 9 1 5--�----�--�--�--�--�--�--�----�--�--�--�--�--�--�----�--�--�--�--�--�--�--�----�--�--�--�--�--�--�----�--�--�--�-9 15 00(.') +- --t------lt---t-----l---+--+--+---+---t----t---t-----l---+--+--+---+----t----t-----l ---t-----1----j- --+--+----t----l- z w I- zz -i--- 911}--t- --t----+---+--+--+---+---t----t-----l ---t---+--+--+---+----t----t-----l---t----+---+--+--+---+---t-----lt---+=i: � 0:: ci:: O +--+--+----t----t-- ----lt---t----+---+--+--+s1 0 V ��85B ��� 0� +- - -+----t----f-----1�--t---t--+--+--+ - + -- t-- - -t -- +-- t-- - -j -- -t,;f BACKFILL COMPACTED TO 95%l+---1-----1 --+--+---+ (.') I �w1- -+---+---t----,----f---t---+---+-----1---+---- t- FULL DEPTH STRUCTURE ,- E X. G RA D E ( A SPH A LT) � l;::z1- VJ +-----1 - -1 -----1 ---l-----l--+-I / - I I MODIFIED PROCTOR(TYP.) >< wO ii' 6 -+---,f----\----- ,1 ---\-- ---, f----\----,f----\----,f---+ I w�£�0+---+---+----t----1-------11---+---+---+----+---+ ·� ,_ I -- - - >"··· .-:··. _. __ ·'<··-··!' -·',:: . --, - - . .-'; 'V _, - I 05 ,11 " w�� ii5 89 ' •. ·. "·.! -<-· . . I 95 ii5 ��u��w> ' � I 321 L. F. of 12"sDR-35 PVC SANITARY SEWER@ 0.22% SLOPE+--1-+---+---+--- --1- - --+-----<+---+--+---1-1---+--+-- -+-- -+--+---+1 ----+---+---+---+ ---+-- -1----+---+---+---+---+---+ +----+--+---+---+-(250 L.F THIS SHEET) ---+---t---l--l --t----+---t---t---t---t---t- --t---t---1-t---t- ----l-- -t-- - - --t----/----/,----/----l----/-- ---t----/--- -l -- -+---+--+---+--+-----l­ -,...--+-----+---+---+----+---+---+- -+---+---+----1-+ ---+---+---+ ---+---+---+---+---+ ---1-t - -----l -24 L.F.of 12" SDR-35 PV C SAN ITARY SEWER-1 S9o--+--+--+----t----t-----l---t- -- -+ -+-- -+- -+--t-- -t-----l---t-----l----+- -+- -+---+--+t------1t- ---l- @ 0 22% SLOPE -+----t----t----r--'CH ----l5"i---+--+--+---+---+----t-----l---t-;J90 +--+----t----1------1---t-----l---+- -+--+----t--- w w O LL1 0_ ---+----+---+---+---+---1-----1 -- �� 0 " ---1-- -+--- --<+---+---+--+---+--1 w '" 1---+---1----+---+----1----1-----1----+ �--+--- -t-- --t ------1 ---t---+- -+--+--+----t--- > -oo�� >� � m v 1 wrzz � w1-zz v l +---+<.!)1---+----r---+---+---+---+---+----+ 0 ffi�o::Q:'.o w�o::Q:'.o (9 ::J �+---t-----11---+---+---+----+----+----+---+-- VJ � � => F VJ &5 �=> F ::J _J '- "' �-+---l---t---+---+---+----t----t- >--+---t-- ---,t- --t -----1---- + --+--+---+--- t--- � {I) U OU o:: VJ U OU _J Q. Q. � 1--1----+-- --+ ---+---+---+---+----t- LLI W<(<(r=> W<(<(r=> 885--� � i I-a. I � � � i �a. � � � - --+- - -+- -- >- � � ;;i;f--t----t-- ---!-----1---+---t---t--£ ..85 + Cl) o z o z a::: <f >- <f O ro 1--1 ----1- ---1----1---+--- +---+---+ cO >< L1J O �0 >< L1J O 0:: 0 ---+---+---:.-: � (/) Q L._ --z C') � W e £�0 W�£�0- --- +---+---, �c::: � LL r- ,- o -+ -- -J---+--- -t ------1 - - t ---+--+ � .. ._, . . ._, . . . _,r- · O Zt--w .- LLI - ' .-� 0::: <( ..- Z - o --- z l!) l!) l!) LO > l --t----1 ----/----1---t---t--- +---+ Cl) LL w.J:- o 0 z _ co..-r---�Z . _J +1 ..- · --<( _J +t tri · · -.;t - l - + ----1 ----/----t-----l---t-----l-- -+ W O O Cl) o o� '"'<t {/) l!) l!) m ;;i; � O'> 0 aso--1-z � w w e0 om �-- 0 w l!) cococococo w r--+---+---+---+-----1---+---+---+-e_,,o - z W_J+Nco .. _J+.,....: .... ..,:..:.. --'o oo � o;.c. <;-- zo� o <;-- -w o 1 -+-- -f----+--+----+--- - +--+--- -t- + I O CL I V cr> {/) > __ I- I V cr> ��!:!:!., z CL ' -+----1----/----t -----l ---t-----l----+ o oz.;: ---- (j)z · - >>-o ' - !;;: � O'.'. <C f- :a, � �-- X <C i"= :ii � Z z � O'.'. - -+- -- 1--- 8 7 - - :;; __J Q. :;; '1 O'.'. -r -r :;; '1 o:: - 1 -1 Q. -- -t-- -t- - -t---tt---t----+ . . 39+00 40+00 41+00 42+00 HORIZONTAL SCALE1··=20" -7 5 w> LINE SEGMENT "S-A" STA. 38+80 TO 41+55 3/15/24 BID SET 02024 Midw�tem Enginrcrs. Inc. 802 West Broadway Street P.O. Box 295 Loogooiee. lndi:,na 4755.l DATE MARCH 2024 DESIGN S.M.S. DRAWN M.M.C. Q.C. CHECK W.A.E. PROJECT NUMBER 2020073-00 11 11 OF 35 11 FlLE NUMBER L/l/J/] 11 Do Not Use Plan Previews for Take Off