Midwestern Engineers, Inc. Plan Preview

S.N. 1 SN2 SN3 S. N.4 SN5 SN6 SN7 SNS SN9 : . , � -..+ .. -°Qr..-•-•-•-•-----f" - I . · 1 �· GAR. � I SHE D � al ,•-15-30-1000)16 000-017 .,,-· i ; ,1 �. 1 Kirchg e ssner,St e pt).erf'A, 1 % & t L_,0PE 7 -- / / 0/ I a ,,__ ___ I - -- J; r,;:;i 74-15-19-400-074.00q',-017 <X> t..=;J Spa e tti, Jonatha'l & D e rika Lynam-Spa e tti, T""" ( Spaetti, Wi l liam 1' & Dorothy SN 1 EASEMENTCONOmoNS �SiW.1. NOTIFY OWNER PRIOR TO DIGG!NG ONPROPERTY "" ' ---- - �----�--.---�---------,1 , -•--,,..--""�--�-.--�""� •-"!""-- -----�-7-----:---""'"""""'"''! 'l- SHE D I ' --- I \ I . I. � • I -- " . ' ' ·1-- � a \ . 0 \ la I O '/, '" -q •• * • "O -......__ _r,,i,,ci I o '._... ,s 0 ;o+ I,,. o t. \ f f • J r , ,i, lot I • STA 204+04 NORTH= -· .,t__.__j • 1• I 1 1 I _,, SHEET 28 PLAN 2 ·'" / � -- " '- 1 �� : � e � r, & NichOla&� j 1 �PYC�-21 �- t .,,_..,, r- y·-·""----,,... -•-m-f-t819J-- "' ➔ GAR ' � • � • -, SHffi 7 PW! 3 N • , o-01�0-0 1 1 34· I ' j' ' ,; R _ - 2' ,.l , 1 1 __ � j � 1 1 .,,1•Rl i 1 ) �l��g6iT�;�: , i� :J "'::o�s, N l e t • , I )�·, -..;> 1 tl 'tb-- 1 ' 1 FJ - - - - �\ , \ §_ - .,, :f? t.l / / l-1 -19-400-071.000-01� • I \ / / 1- Bryant. J e ffr e y A t. ,. POINT OF CONNECTION \ / -1 i 74-15-19-400-0�.ooo-011 I & Angl e � \ � .., ..., i e t e rs e , •. f HOU �E � � z _ _ j 74- 100 01 000-611 74 15 0 1 cfo 13 001 017 � arJon e l e • HOU SE I W� l k) - ns�n Joann • � �-�•o ..... e; --, • ga.. � GRAS, S.N.6I� ., ::i • WET TAP EX 6"MA!N WITH A / ' / ,.,, For e man,Harl T ,...-, --T- l- l I I ·�" _�ousl 1 1 ,1 74-15-19-400-014_002-011 -- - - _ ..-- 1 ,,, , . , SHE D • 74_15_19400-069_, qoo-o.17 . _ r .,.. • / 6"x6"x6"STAINLESS STEEL TAPPING v, 94oo-o74.oo1-017 Cron e , Pau l D Jr & 1 CU LTIVATE DFIE l,f) ' - \ \ L w•1& J SLEEVE AND A 6"TAPPING GATE I And e rs, Wi l liam.-F & Fumiko I I ...-, . l'o �arris, arry�T'i' oyc e / , 0 '-. Brown-Cron e , Col lee n M - .. . / '\. �� . - r �- __f!l!_� - 1 VALVE. STATIC PRESSURE 64 P.S.I �c-;'" ' ci 1 � - "'"'..,T:. " - - - - i GRASS CU L TIVATE D FJE LD · 1 \ \// - - l ·, $ , SN! 6 ,..� SHE D ct tu I <!\ I 0 .--" - 0 �� I'- W Q' C'� S.N 11(145; � J: 1- W .., /,,. �f"l'---J!,;,.<C. f ,, GRASS <( (J) PEDESW..� 1 1 5• � �· IO,DlltALL I- (0 -7-•!I II c!!\.-,:� (/) � 12" Cf'I>-' a: 12· ;;r wo I i i SR161· Z Cl:'. lli S.N 2 ...J LL :i:::oi:;:;.=.:;..=z SN 6 ""-'<D"'�-"'-. CU LT IVATE DFlE LO '· ,_- -~-• 1 _ S.N.!1(105; J ' \ a, i/ �-�·::c!.__ - --- 4 3 0 0- p� "' B S.N. � EX. 4_ pvc �---� CU LTIVATE D FIE LD �, / ·r - _ _ \ 1 \STONE �!� '------" S.N 11(JOO') ----!t "' · - -1._.--::- i ORIQNALSYSTEM S.N. 11(105') � I ' "'- R,111_ FOCf: / I \ I \. .:;;- - - --0" . ___., . ..:..,,,_ - ,l_ :.. ' I\ ;\l'j I\ I\ I\ A 4 Ail\:':, 15 ::__;___:....::__ --- I ,____.,;,.___�1-..::..----...Jo:!::_=;� " 1965 PW!S BY SEICO INC. I I - ""T - - - -� 4 50- --1- - - -....- ---- CC " J �=;::-:::;;��=:::9::::"'-::::•::--'i, - _,l...j._!_• _J:._,;,ai�• jJ - ____ ,1 1 i 1111 �a· RCf' '-1 2• CMP ,,,,.- 1 1 1 ._,,..;.. !I < _ -...... li , L • : • ..... ---r . . i i' . ,,. p) � --- - --- !! "'i :1; L�.,,....,;,;;a:z,'� "" ...t ,,._ ; 6 ,t 2 ii · ..,, -' ., · .... .,•,., o,._,..,�'1 .,,_ I\ /1; /\ /\ /\ /\_!°'_/\__f':c I\ I\ I\ /\.f::,-!@. �'-/\. --A-- � �3 ' !1! _440- ·_ - - .. -- ! SR ·161 s.� 2 • su«. • • STONE • SR 161 • (J - II / i-� _____ J__ r ------�-- �--�-- � 8 --,oo· "'"""' """--®--- -----::,:: S.N . 11(120; -- -·,oo•- 4!! Uiiif-- % --- � -- ® :-r--/-, -----.ili.- CU L- TI V"r f TE -DF l - E LD ______;.l ____�.:,_�'.:_ e _;_:,.:_� - 6 -::::77, ,.,__ _:,_,_____� -- ,__________ ® -------------------�----- � SN. 2 _ - � - ------------�------- w z ...J CU L TIVATE D FIE LD �•�s:� INC . \ � .N.3 SHffi 11 I r;=== === """'='' =""" ""= ""'""i! , S.N 1 INSTALL 50 L .F OF 6"REST JOINT CL-200 (MIN )(IPS EQUIV. OD) PIPE BY EX, 2• pye UNCASED BORE WITH TRACER WIRE ORIGINAL � < ' I 39 I 74-15-29-200-00,,ooa-0,1 , -g- "' Durchholz Hol?ings LLC V'J ... _ --- _ I m I � 0 SPECIAL NOTES EX!STING WATER MAIN TO REMAIN IN PLACE EXISTING WATER MAIN AND EXISTING SERVICE LINE SHOWN AS CROSS HATCHED TO BE RETIRED IN PLACE AFTER NEWWATER MAIN IS PUT INTO SERVICE AND EXISTING METERS ARE CONNECTED TO THE NEW WATER MAIN CUT, CAP AND RETIRE EXISTING WATER MAIN ON BOTH LIVE AND RETIRED SECTIONS OF PIPE INSTALL A LINE STOP PLUG VALVE (SIZE) EXISTING WATER METER PIT TO BE REPLACED. NEW SETTER AND APPURTENANCES TO BE INSTALLED IN NEW PIT. EXISTING METER WILL BE RELOCATED FROM THE EXISTING PIT TO THE NEW PIT. NEW SERVICE LINE INSTALLED FROM NEW DISTRIBUTION MAIN AND CONNECTED TO EXISTING CUSTOMER SERVICE LINE. EXISTING WATER METER AND PIT TO REMAIN IN PLACE. NEW SERVICE LINE INSTALLED FROM NEW DISTRIBUTION MAIN AND CONNECTED TO EXISTING CUSTOMER SERVICE LINE. REMOVE EXISTING APPURTENANCE TO 18"BELOW GRADE AND FILL VOID WITH GRADE B BORROW BACKFILL INSTALL A GATE VALVE (SIZE) - --- -- - --- - -1:------ --..,--� -- - --- - L ---- -- --- I. - ,,,- • • ; "'- ..-- S.N. 8(6" ) /---" � JJ'. � --... _fr}(_ _ _ PROJECT CROSSING #6 - RRP 507.25 --- -------- ---- - ------;,r,,? O · ----------- - --- - - �!>P �oo• - fkEMOO - UM1 r - ----- -- -- -- -- -- -- --- ----- --- --- -- ----- ----------7------�--= -- - -o1,jO J --- - - -- - - - - - - --- --- ---,- ,.,'¥: -.,!_ � I/ / // Y965�S:� INC. CU LTIVATE D FIE LD tOO'� LMf 6 '' - J - • - ------ - -- ----- - - - -- -- - -- - ---- - :�l.�A�-Fl�� - - - -- -- -...................,::.::. - -- -- I / INSTALL 100 L.F. OF 16"x0.250"WELDED STEEL CASING BY AUGER BORE OR PIPE JACKING WITH 6"REST. / . , ,, . ,,,- _,,,. SHE ET11 !i i • _,, ,. JOINT CL-200 (MIN )(IPS EQUIV OD) CARRIER PIPE, CASING SPACERS ON 8' CENTERS, CASING END SEALS AND TRACER WIRE. SEE SHEET 50 FOR CROSS SECTION / / / / / / / / / !ii <b. , , I :r�' INC. / l 4 ol i ( '4ii" :� �£:.,, \ I '\ - - - - � Ii ij \, ) 74-15-20-300-036. ooo-011 - l , - - ..-- \ ...___ Durchholz Ho l dings LLC '\ . , "'- POINT OF CONNECTION DRY TAP EX. 2"MAIN WITH A 6"90 ° ELBOW, AND A 6"x2" REDUCER. STATIC PRESSURE 61 P S.I ' \ --- --....._ l - . _ '- --......, � POINT OF CONNECTION :--.., \ \ DRY TAP EX. 2"MAIN WITH , \ \ I A 3"x2"REDUCER, A 3"90" , � _ _ \ \ ,.,,,. _, , , . � - .. . ......_ \ ELBOW, A 3" GATE VALVE '--......._ _ ,, ,. - "'- \ \ _,,, . . ,, ,. \ \ / AND A 6"x6"x3"TEE, CAPPED --...... / ,,,. \ 1b ' - . � _ _ , ,, . \ \ _,, . / TO THE EAST FOR FUTURE - - "\ z .. q S. N.1 74-15-20-300-036,000-017 Durchholz Ho l dings LLC / I / \ CONNECTION I .,, / I _,, I I / , . ,.,, \ I I J \ \ _/ I I \ \ _ ....... --- f / \ \ ,.,,,.,.,,,. I ,.,,,,,, \ \ _,,,_,,,. I _ _,,, \ ----- '\. _ , ,, . / _,,,. ,.,,,.,,,,. \ ...... -- - ----- ,,,..- - ,.,,,.- - --........ ) / .,, ..-- " ' - -- \ / / / ........ _ ....... - / \ :;, I \ I \ I I ) / \ I \ ,.. � ¥, ' ' I \ \ \ ', N z <( &� 0 l- et w ow N J: . (/) ;:: (/)(/) J: w 1-­ Z z ...J 0 J: 0 t) •I- I­<( z :::;; 8 w z ...J INSTALL A 3-WAY FIRE HYDRANT ASSEMBLY WI 6"GATE VALVE '\ \ I I \ - "",.,,o·-' - \ \ Ir -..,_ \ --...... - - ....._ ....._ , ________ , ,____ / / ' --- '--------------"----'------------- _________ ..._ .... _______________ -'-�------------- ALL NEW MAINS TO BE CL-200 (MINIMUM) (IRON PIPE SIZE EQUIVALENT OUTSIDE DIAMETER) WITH TRACER WIRE UNLESS OTHERWISE SPECIFIED SCALE: 1" � 1oo· SN10 INSTALL A FLUSH HYDRANT ASSEMBLY WI 3"GATE VALVE ,..._._ 0 50 I 100 S.N 11 • �SHE D S.N9 S.N. 8(6' ; S. N.6 DSHE D S. N 11(100; , CONC. SN.2 EX, 5• PVCSOR-26 1965 PLANS BY SOCO INC­ SHEET 10 SHE D CU LTIVATE D nE LD STA 210+72 NORTH= STA 26+49 WEST LINE CONT'D ON SHEET 28 PLAN 1 I e Ti15�9-100-034.000-017 Dawson, 01nstoph e r & Lori RIP RAP SN1 - STONE ' 9 '"..,., PROJECT CROSSING #8 - RRP 507.98 INSTALL 100 LF. OF 16"x0.250" WELDED STEEL CASING BY AUGER BORE OR PIPE JACKING WITH 6"REST. JOINT CL-200 (MIN )(IPS EQUIV. OD) CARRIER PIPE, CASING SPACERS ON 8' CENTERS, CASING END SEALS AND TRACER WIRE. SEE SHEET 50 FOR CROSS SECTION RIVE -IN • SR161 • I ( I POINT OF CONNECTION WET TAP EX. 4" MAIN WITH A 4"x4"x4"STAINLESS STEEL TAPPING SLEEVE AND A 4" TAPPING GATE VALVE. STATIC PRESSURE 77 P S I ' \ I I I F::;i_7A--15"'."°20-200-032. 000-017 _ , , -�Durchho l z Ho l dings LLC / ' -- - - / I ----. / / I / ,:.o l / S.N2 S.N. 2 S. N 8(6' ; INSTALL 40 L.F. OF 6"REST. JOINT CL-200 (MIN )(IPS EQUIV. OD) PIPE BY 7 UNCASED BORE WITH TRACER WIRE SN.11(115; S.N 11(115; {o 74-15 - -067.000-017 Vara • 1 44 1 ' 1 BU<T l'.:'=.:'.:.c'.J I , -";-t--{�s-N �- �6 , 1 -emcE I �-.. .;.::......,._� , i O FF1C E ' 1 � SHE D , I ' 1 • BARN l /4-15-20-200 I 74-15- 0 -02909· 1-017. J 1 -029.000-011 P e rry. Curran E I �02 an, J � hn L .. _l_.. �� a �n !��u..:!_.. J I , I STA 226+71 NORTH= STA 24+81 WEST LINE CONT'D ON SHEET 34 PLAN 1 I INSTALL 150 L.F. OF 8"REST. JOINT , CL-200 (MIN )(IPS EQUIV. OD) PIPE BY I UNCASED BORE WITH TRACER WIRE r:1 ��B#PJ�&i:ia � ' 1 I ) FllE # 18192 { , __..!i._. __ SHm 11A _! J l.. •. ..J2! ALL NEW MAINS TO BE CL-200 (MINIMUM) (IRON PIPE SIZE EQUIVALENT OUTSIDE DIAMETER) WITH TRACER WIRE UNLESS OTHERWISE SPECIFIED THIS PLAN VIEW IS PRIORITY #1 G.N. 1 1 -,,, • r■ • .. INSTALL 90 L F. OF 2"CTS CL-200 (MIN.) SERVICE LINE BY UNCASED DIRECTIONAL BORE WITH TRACER WIRE I GENERAL NOTES THE CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING DEPTH AND LOCATION OF EXISTING SANITARY/STORM SEWERS AND SHALL MAINTAIN A MINIMUM OF 18"VERTICAL OR 10' HORIZONTAL SEPARATION BETWEEN NEW WATER MAIN / NEW WATER METER PITS AND THE EXISTING SEWER MAIN TO STA 236+90 SOUTH= STA. 268+65 EAST SCALE: 1'' - 100' ,..._._ I 0 50 100 PLAN No. 2 ';! -; " 0 � ·.:: ;:::: � 1&.::: R, � "' .. -� BID SET C:, 2023 Midwestern F.nginc<'r,;. Jnc. 802 West Bro:odway Street P.O. Box 295 Loogootee. Indiana 47553 DATE NOV. 2023 DESIGN J.W.W. DRAWN K.J.G. Q.C. CHE CK P ROJE CT NU MBE R 2017043-01 7 7 OF 54 FILE NU MBE R 43718 Do Not Use Plan Previews for Take Off