Midwestern Engineers, Inc. Plan Preview

0 � � c::i a > C � ,¢ "' :le s w z � 0 w " a: z w • N z 0 ;;; 0 • w w < s � "•" ·� ��@ -· � 09 ......... -.:: "' 1 m • _ ca . - ' lf)j I� 0 >- .. 0 1.1.1 ;;J -� � .. , .. ' >0 Q OU oz � -, 00 �� CN 5� <u I 'Ir, ' ' � 7 ..?,9 g «> � � � 81 :1 I I \ l � j f I \ 'v\" I I 1' I \ : \ \ \\ j Ii I \I I' I I � \ \ j 11 I I � I I V I \ l I I I I\ I \ I \ I \ �\ I I I ;g I I \ \ j 1: I I � 1 1 1 \ \ 1 1 , ! 1 'I; " t I I _, , , I I 1 '1 I -�----r . I I I I "" I/ I ,/ I � I 1 1 I "' " : / 1 1 II I I I I \ I I \ NOTES GRINDER PUMP, FIBERGLASS BASIN. WOOD POST, AND ELECTRICAL PANEL TO BE PROVIDED BY LUCE TOWNSHIP REGIONAL SEWER DISTRICT. CONTRACTOR TO INSTALL. CONTRACTOR TO VERIFY AT TIME OF CONSTRUCTION THAT THE GRINDER PIT DEPTH IS SUFFICIENT TO MAINTAIN A MINIMUM 1% SLOPE OF THE RE-ROUTED 4" PVC SCH. 40 INFLUENT DRAIN L\NE. POLE-MOUNTED ELECTRIC PANEL 4"x4" WOOD POST --- / ,< ' AK INDUSTRY -���---' 24" DIA. x 96" DEEP \_,"-, '( FIBERGLASS BASIN \; , /' 2" PVC SCH. 40 �. , · EFFLUENT FORCE MAIN I FITTING TO CONNECT . DISCHARGE UNE "' RE-ROUTED 4" PVC SCH. 40 INFLUENT DRAIN LINE E-ONE GRINDER PUMP ' " / ' I I I I I I I I I I u-�� 4" SCH. 40 ADAPTAFLEX GROMMET AT INLET 4" PVC SCH. 40 INFLUENT GRAVITY MAIN ---- 15 BAGS OF CONCRETE MIX AROUND � FIBERGLASS BASIN ............._ 6" ROCK BASE GRINDER PUMPING UNIT DETAIL ""-.,.;,9 ,_;, �.J ,9 v �.J ,9 S: \ ii _..,,..-- -397- J '\,, \ " '\ "\ I ! M l/ t - -J98'--. \ -----�-------,'\------�---�--"-·------ .J ,96 \ . , . J 9 s --......_ 4 4. Ci")}--.;;_;=:: .......__ SCALE: 1" = 30' I I i In!* "'"'-._ \ \ I �/I ( �J9f \ \ ) \ ·-·---··---- '\ , , \ I� ., -�· ----'� ·-·-- ''"'c------.-�,i---1- / I -- 0 15--.... - \ ·-· � ,. ' 'C.. / --- - "' "" "'- \ \ \4\ , / I / I "'-._ "'-._ ), \ \ \. ; --- ---- - / x, ___,.-- \ "'- ........._ ........._ "'-._ '\, /:..._j - - -----... � ---------- --- \ "'-. ;x s ..____ - ........._ \ 0 ' ii' --------- --- ---............. \ ' - .J97 "---,/ ------- ------- --- '\ '\,, '-. "' / "'-._ "'-._ ' \ " "'-._ , / s '\ ' " ' ------- ------- \ " ' ' '-....._ "'-._ / / , / \ "'-._ ' c--.... ' \ '•,'-.. "' "'" ,/' "' "' < "'-._ "' '\,, \ ------- - '-....._ ------- ) / /'/ � "' '\,, "' \ \ '-.. _WE:: #1 s.w-- "" l .. , , ;�· \ , / . _ / ' "' '\, , -N - OT- E.----" '--- -� \ "- \ "' V" , X:: - CONTRACTOR TO CONTACT DON PHILLIPS, ------- - I / --_ , SUPERINTENDENT OF LUCE TOWNSHIP REGIONAL " ' ----..... "" � - �� / "-. SEWER DISTRICT AT 812-567-8816, A MINIMUM OF " ' .___ /' \ FIVE (5) WORKING DAYS PRIOR TO BEGINNING "' � ' ANY CONSTRUCTION ON THIS PLAN SHEET " '-._ I ------- ------- ,/ \ ' \ "'- ........._ .......__ WELL #2 �395 " I j / I I \ ---"'j I / \ I "'- ,/ \ '\ \ ........._ �--��'-.,c.::."::,_,,_ 'l "'- ,/ "'- \ \ -..::c--7'--�- �-----------------------"...........___ � "' --- , "' "' \ I l L_.____:,,\, ��,'-:�'� - ( � ' �-"'-._-------+· · --·-··-----·-·-' \--\\�-··----·--·+--------,-\_\ _, __ NOT TO SCALE "-. \t � \ \ -t--'ol'- 1 EXISTING 8" LUCE I I I j '\ ' \ SEWER DISTRICT I I I jORCE MAIN I \ I '----- � \ \ I POINT OF CONNECTION\ \ ���i;�� NEW 2" HOPE \ \ DR-11 FORCE MAIN TO / EXISTING 8" FORCE MAIN \ \ I '\,, '\ ' "'-._ " \ I \ '-..._ - .......__ '., '%> '- � "' ........._ ------- ------ � • • '-..._ ------ " ----... ------- " "-" "'-" \ '\ " \ I \I " " ' " \ '\ "'- "- I "\ "- '\,, ''eo , 'eo '- "-- "'-._ "-.._ \ \ '-...... "' i' '\,, \ 1 ) "-. "-- '-.. ' - , _ \ \ INSTALL APPROX 880 L..F. OF 2" HOPE \ \ - - - � '-...._ '-.. '-.. '\ \ DR-11 SANITARY SEWER FORCE MAIN \ \ '-...._ '-....._ '\ ) wt LOCATE WIRE (INSTALL MIN. 36" -•- -· ( ,:"'--- �"-.._�-=- ,�s- s -,-� ;-•-.:_--=.:,-,J \- _' ...,_"--:--' - B _ E \ 0 - W - F l' N - IS -� �=��•-:__-s-,�;�-,-,--,\, -./'J�:.... .. "'"-J-...,..-o ' -· PROPOSED 4" PVC SDR-26 GRAVITY SANITARY SEWER MAIN 10' MIN HORZ. SEPARATION ' ] �1 ii --- "--- e, --- " --- P---· > j 40 ,r -- ,o -- 40 ---- 39 z 0 i= <> w I w 39 '" -- '" 38 ,N ·- 38 � I I EXISTING 8" I / RED WATER, INC. I WATER MAIN I ' e, --'--- ec -- ec ,-...c_--- e, -g- - + <X) - - - INSTALL 50 L.F OF 2" HOPE DR-11 FORCE MAIN w/ LOCATE WIRE VIA UNCASED HORIZONTAL DIRECTIONAL DRILLING ------- " I � � l1____.-;;;..-"-..Z.'- \ if! -"---�-1 50'RO.W I 1,- EX.S R.66 HIGHWAY / / - - , � ,- EX. DRIVE - � I I ,, OU< --- � I -- --- I //// r / , � GRANULAR I --..._ I\ / , 1// BACKFILL I ........ \ I ,-.. . \ INSTALL 50 L.F OF 2" HOPE DR-11 FORCE MAIN w/ LOCATE WIRE VIA UNCASED I HORIZONTAL DIRECTIONAL DRILLING \ POINT OF CONNECTION STA 9+12 CONNECT NEW 2" HOPE DR-11 FORCE MAIN TO EXISTING 8" FORCE MAINWITH STAINLESS STEEL SADDLE TAP AND 2" BALL CORP. STOP w/ VALVE BOX m 0 0 � � 0 m '" N 0, 0, 0, '" '" "' 9+00 8+00 7+00 --- e, --- " -- " -- ill I \ \ ,- EX GRADE "-- .......__ � \ <D z '" " 0 0 N m '" 6+00 0 0 + (0 e,-- ,, __ ec-- - ------- - " "' 0 0, "' ' - 00 + lO 5+00 / \ "' HORIZONTAL SCALE: 1" = 30' ------ mm � 0, "' 4+00 " " "-= " "'- - ------ \ 00 \ + ' .......__ -392_/ " ------- --- j ------- - - 0 0 + N � STA 0+30, "E-ONE" MODEL SIMPLEX GRINDER PUMPING UNIT'- SEE DETAIL THIS SHEET " ' INV IN: 390 66'. 4" GRAV NE (SAN) '- INV IN: TBD, 4" GRAV N (ORN) '- INV OUT: 392.84', 2" F/M NW \ -, '----, "-, '---, r ---....._ :P .;, ;s,.J :P-v :Ps ________ ,�_....;, ________________ ,, ________________ :,,_, ______ ..:,,__ ______ :,,., ______ 05 • ' STA 0+30, "E-ONE" MODEL __ SIMPLEX GRINDER PUMPING UNIT \ SEE DETAIL THIS SHEET PROPOSED -,__ INV IN 390 66', 4" GRAV NE (SAN) I\ STONE DRIVE • INV IN TBD. 4" GRAV N (ORN) \ ' INV OUT. 392.84', 2" F/M NW \ 00 \ PROPOSED \ STONE DRIVE \ �///� ·�/�// "' z r//, 3 � '" " - - '///////// // - / -� - - '//////////, '// / / 1_....- I, � - GRANULAR - /, - 0 - 95 " C � w u BACKFILL V/// /., >: z "' ' '" " EX. 6" FINISHED - - 3 WATER MAIN u 90 w > \ I GRANULAR - INSTALL APPROX. 880 L.F OF 2" HOPE BACKFILL DR-11 SANITARY SEWER FORCE MAIN 3 85 wl LOCATE WIRE (INSTALL MIN 36" BELOW FINISH GRADE) PROPOSED 4" PVC SDR-26 -=----- GRAVITY SANITARY SEWER MAIN MIN 1 33% SLOPE - ' 3 ' 80 0 "' '" N � � N '" m 0, 0, '" '" '" 3+00 2+00 1+00 NEW FORCE MAIN PLAN AND PROFILE REVISIONS BID SET 0 2023 Midwestern Engineer�. Inc. 802 Wes1 Bro:,dw"y Strcci P.O. Box 2()5 Loogook..-,. lndi3na 4755} DATE NOV 2023 DESIGN J.W.W. DRAWN M.M.C.l'.K.J.G. Q.C. CHECK PROJECT NUMBER 2017043-01 C104 8 OF 47 I Fll£ NUMBER 43663 I Do Not Use Plan Previews for Take Off