Midwestern Engineers, Inc. Plan Preview

� 0 z � 0 z •' • z z C � - • � I a � 0 " i= .!ll i.;.; "' > '- "', i Vl z � > <t " • ,o � C cU i.il - - •9 :r ., .o NO o• ON ,o ·& •" -· •a Oc -, •o "u •Z .- ·� �y 6N =5 a • "" 12"PVC CONTRACTOR SHALL TELEVISE, CLEAN AND REMOVE DEBRIS IN EXISTING GRAVITY MAIN AND DETERMINE IF GRAVITY MAIN TERMINATES INTO A POTENTIALLY UNLOCATED MANHOLE OR OTHER ACCESS POINT. IF AN UPSTREAM ACCESS POINT IS DISCOVERED THE CONTRACTOR SHALL INSTALL A COMPLETE LINER. OWNER SHALL PROVIDE EXCAVATION IF REQUIRED J O" S.N 1 (580') S.N 3 (8) S.N.5 GENERAL NOTES: " - S.N.1 (292') S.N.4 S.N.7 1. ALL EXISTING GRAVITY MAINS ARE8" UNLESS OTHERWISE NOTED. 2 CONTRACTOR TO PROVIDE TRAFFIC CONTROL AS NECESSARY FOR LINING OF GRAVITY MAINS WITHIN OR ALONG TRAVELED SURFACES. 3. ALL GIPP LINERS TO BE INSTALLED WITH HYDROPHOBIC END SEALS. 4. ALL GIPP LINER SHALL BE INSPECTED WITH POST INSPECTION TELEVISING. 1 5 ' ' LIFT STATION No. 1 S.N. 2 (96") I I- ll:'. w I- <( I I 2"PVC 12" S.N.1 (412') S.N.3 (9) kj S.N.2 (144") I MH104 12" S.N.1 (278') S.N.7 S.N.1 (252') S.N.7 S.N.8 "1 0 " 5. ALL ACTIVE LATERALS SHALL BE REINSTATED AND BRUSHED. INACTIVE LATERALS SHALL NOT BE REINSTATED AT THE DISCRETION OF THE OWNER OR OWNERS REPRESENTATIVE 15" \ S.N.1 (197') 1- -'-- -, S.N 4 S.N.7 S.N.2 (84") S.N.1 (58') SANITARY SEWER MAIN - SPECIAL NOTES S.N.8 12"PVC TELEVISE, CLEAN AND REMOVE DEBRIS IN EXISTING GRAVITY MAIN, SN. 1 (x') INSTALL A COMPLETE GIPP LINER FOR REHABILITATION OF EXISTING MAJN. APPROXIMATE LENGTH OF LINER FOUND IN PARENTHESIS SN. 2 (x") EXISTING MANHOLE APPROXIMATE DEPTH SN. 3 (x) APPROXIMATE SERVICE LATERAL CONNECTIONS M� S.N.2 (144") I MH 102 S.N.2 (75") S.N. 4 EXISTING GRAVITY MAIN TO BE LINED PRIOR TO LINING OF THE GRAVITY MAIN FROM MH104 TO THEWWTP HEADWORKS STRUCTURE GRAVITY MAIN FROM MH104 TO THE WWTP HEADWORKS STRUCTURE TO REQUIRE COMPLETE BYPASS OF THE HEADWORKS STRUCTURE. BYPASS SHALL BE CAPABLE OF PUMPING THE COMPLETE WWTP INFLUENT FLOW LEGEND S N 5 GRAVITY MAIN TO BE LINED LOCATED WITHIN INDOT ROADWAY CONTRACTOR SHALL COMPLETE THE GIPP INSTILLATION BETWEEN Existing GravityMain, Size andFlowDirection ExistingGravityM.Yn, Size ,wdHowDirection To beLined THE HOURS OF 8 00 PM AND 5 DO AM EST. CONTRACTOR SHALL SN. 6 PROVIDE ADDITIONAL TRAFFIC CONTROL AS NECESSARY TO - - - - - �'- - - - - - ExistingForceMain andSize COMPLY WITH INDOT REQUIREMENTS CONTRACTOR SHALL BE ----8,---RESPONSIBLE TO COORDINATE WITH INDOT PRIOR TO PARTIAL CLOSURE OR LANE RESTRICTION OF A INDOT ROADWAY. ----,s,---- 1-----+-----------'---'--'-"=-=--"-"-"-"------I SN. 7 GRAVITY MAIN INTERSECTING EXISTING MANHOLE TO BE LINED WITH POLYUREA BY DIVISION 11 CONTRACTOR. DIVISION I CONTRACTOR TO LINE GRAVITY MAIN WITH GIPP PRIOR TO LINING OF INTERSECTING MANHOLE(S). DIVISION I CONTRACTOR SHALL COORDINATE LINING SCHEDULE WITH THE DIVISION II CONTRACTOR ----@) 1 ---t-----+-------------------'-'--'---'--I SN.8 CIPP LINER TO BE INSTALLED IN GRAVITY MAIN UNDER LITTLE INDIAN ----@•---CREEK SHALL BE INVERTED AND CURED WITH WATER. ExistingManhole ExistingMimho/e TobeLined (See Division If) ExistingPlug Valve ExislingA1J"Relieve Valve Existing Vii!t"e Pit Existinglift Station MH279 8 MH278 8 8MH2770 p:- t • 8 MM277C I- I I­ C/) � ....l w j I­ C/) I ffi Ill ....l :::, � . I­ (/) w ....l a.. <( � Cl) 81--, � MH277B r-­ c:0 c:0 MH161 MH146 8-�.==--....:.:.::..:s---====--s MH16 · 2 l I - I • • MH280A MH280 -==--...L:==-s ll:'. Cl) MHJ 143 , • • J O" I 8 MH1115 • J O " l ' 8-----=-:-::-::-1:-----;i I J O" 8 J0' '.-1 MH144 142 S.N.2 (108") • •• S.R. 62 ,.,. ,.,... rT"', ,.,,. MH 230 8 1 .... MH..:140 ,'� t S.N.1 (311') S.N.3 (3) --...-.-1.s.N.7 , I S.N.1 (596') S.N.3 (9) S.N 1 (396') S.N.7 S.N.1 (371') j S.N.3 (5) �-, S.N.7 ... S.N.1 (630') S.N.3 (5) S.N.2 (42") POPLAR ST. � S.N.2 (103") I MH129 ,-- /2"PVC JO " r-­ c:0 c:0 . a:; MH31B - • Cl) MH 1�8-g MH3 e 8 6" r .- c_ 12"PVC MH32 MH30 £ 12" PVC.9�--..:=.....!...__===-...:�_:.....:..:.....:.._.:.___-----!E) 8 MH31 BEECH ST. S.N.2 (117") S.N.1 (443') S.N.3 (4) S.N.6 � MH7 I MATCH LINE LINE CONTINUED ON SHT.5 PLAN No.1 I ----�_..,.� • I I­ C/) >- w ....l a - 0::: 8 MH33 I ""'��� S.N.1 (267') S.N.3 (7) S.N.7 • S.N.1 (187') S.N.3 (1) S.N.7 ..., 2 (34") S.N.2 (54") S.N. 1 (161') 3 (6) � S.N.1 (302') I • 1-�----====-����---.;=��8 I MH130 MH131 POPLAR ST. // ,-,,------; CONTRACTOR SHALL TELEVISE, CLEAN AND REMOVE f--l--:s--;-::. DEBRIS IN EXISTING GRAVITY MAIN AND DETERMINE IF GRAVITY MAIN TERMINATES INTO A POTENTIALLY UNLOCATED MANHOLE OR OTHER ACCESS POINT. IF AN UPSTREAM ACCESS POINT IS DISCOVERED THE CONTRACTOR SHALL INSTALL A COMPLETE LINER. OWNER SHALL PROVIDE EXCAVATION IF REQUIRED I­ C/) >­ ll:'. ll:'. w Ill ....l :::, � c_ l2"PVC VALLEY RD. 1. • 12"PVC � 8 MH89B /.... :: (/) 8 i • i,,-,,i z "' - I- z z- w ...I ::EZ z w- 0 > c( 0 ::E Q 01! 01! >- "- w ::E ;= C£l Ci::: -w::c:O ifi � E-< u Ii; 01! Ci::: i:.,:.. ► j::!: 0 0 "' - i:.,:.. c.:z z w c( i:s: I- "' c( ' ;= - 0 wz E-< Ii; 0 c( - ;= s: - REVISIONS -< z � 0 � 1:· z 0 u z 0 en i2 °" BID SET C 2024 Midwcsicm Engineers, Inc. 802 We$1 Bruc,dway Slr<.--e! r.o. Box 295 Loogootee. Indian" 47553 DATE APRIL 2024 DESIGN J.W.W /. E.K P DRAWN C.Z.M. Q.C. CHECK PROJECT NUMBER 2024002-01 4 4 OF I FllE """""' l\ l\ i '\°l 6 I Do Not Use Plan Previews for Take Off