Midwestern Engineers, Inc. Plan Preview

� w w �I ' � D u " ' D < w .,-I , 00 " c< 00 Q � 0 -ll • " ,o ,: >.I' • u o- " •o " " "'"' ,. .. �8 - o• - e �8 I,) �� :r w .� .w 0� -, "o "u "' w -, wO , ,, N� 5N ss a O <• ] a MATCH LINE LINE CONTINUED ON SHT.4 PLAN No.1 MH 8 8 COOK ST. I S.N.2(60")� r MH83 e�-----'"=--:._-----"'-e MH34 S.N. 1(400') S.N. 3(4) S.N.6 I MH9 8 r I S.N. 2(65")� MH368 S.N.1(481') S.N.3(7) S.N.6 r-- (') (') ' 0::: ' Cl) EXISTING GRAVITY MAIN CAPPED/ PLUGGED AT MH29 OUTLET i-: tr) >- UJ ::::, 0 - Cl!:: I S.N.1(335') S N.3(4) S.N. 6 �368 S.N.2(75") MH:t GENERAL NOTES: 1. ALL EXISTING GRAVITY MAINS ARE 8" 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. 5. ALL ACTIVE LATERALS SHALL BE REINSTATED AND BRUSHED. INACTIVE LATERALS SHALL NOT BE REINSTATED AT THE DISCRETION OF THE OWNER OR OWNERS REPRESENTATIVE SANITARY SEWER MAIN - SPECIAL NOTES S.N.7 MH29 CONTRACTOR SHALL TELEVISE, CLEAN AND REMOVE DEBRIS IN EXISTING GRAVITY MAIN FROM MH10 TO MH29 TO DETERMINE TYPE OF CAP/ PLUG INSTALLED AT MH29 PRIOR TO ORDERING LINER OWNER TO REMOVE PLUG AS NECESSARY TO ACCESS MAIN THROUGH MH29 . TELEVISE, CLEAN AND REMOVE DEBRIS IN EXISTING GRAVITY MAIN, S.N 1 (x') INSTALL A COMPLETE GIPP LINER FOR REHABILITATION OF EXISTING MAIN. APPROXIMATE LENGTH OF LINER FOUND IN PARENTHESIS I r-­ (') (') ' 0::: Cl) SN2 (x") EXISTING MANHOLE APPROXIMATE DEPTH SN3 (x) APPROXIMATE SERVICE LATERAL CONNECTIONS {If, MH37g_ MH59 1/ SN4 EXISTING GRAVITY MAIN TO BE LINED PRIOR TO LINING OF THE 8 6" // GRAVITY MAIN FROM MH104 TO THE WWT P HEADWORKS STRUCTURE = i =-�rr�-::::::c.;:_____ l---+G::.R.:. A:..:.v:..:. 1 TY_:_::M.:.A.::. 1 N.:.cF...:. R.:.: oc: M.:.cM:cc H_:_ 1c:o_:_ 4 .:_To::...:.:TH"" E:.. WWT =...:....:.P.:.cH= EA-"D:..:w.:co::. R.::.K:.::s-=s:..:.T:..:.R.:.uc-=-T-=uc..R= E-1-l OMAS ST · --:: -;@ii. 'H 38 TO REQUIRE COMPLETE BYPASS OF THE HEADWORKS STRUCTURE ""4'M SN5 BYPASS SHALL BE CAPABLE OF PUMPING THE COMPLETE WWT P INFLUENT FLOW GRAVITY MAIN TO BE LINED LOCATED WITHIN INDOT ROADWAY. CONTRACTOR SHALL COMPLETE THE CIPP INSTILLATION BETWEEN THE HOURS OF 8 00 PM AND 5:00 AM EST CONTRACTOR SHALL SN6 PROVIDE ADDITIONAL TRAFFIC CONTROL AS NECESSARY TO COMPLY WITH INOOT REQUIREMENTS. CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE WITH INDOT PRIOR TO PARTIAL CLOSURE OR LANE RESTRICTION OF A INDOT ROADWAY. SN7 SNS GRAVITY MAIN INTERSECTING EXISTING MANHOLE TO BE LINED WITH POLYUREA BY DIVISION II CONTRACTOR DIVISION I CONTRACTOR TO LINE GRAVITY MAIN WITH CIPP PRIOR TO LINING OF INTERSECTING MANHOLE(S) DIVISION I CONTRACTOR SHALL COORDINATE LINING SCHEDULE WITH THE DIVISION II CONTRACTOR CIPP LINER TO BE INSTALLED IN GRAVITY MA!N UNDER LITTLE INDIAN CREEK SHALL BE INVERTED AND CURED WITH WATER 8MH39 .__,._ PLAN No 1 MH264 0::: <( :::> a 0::: I <( Lil. MH260B � S.N. 1(288') S.N.3(3) S.N.7 �MH260A S.N.1(165') S.N.3(1) S.N.7 j �-===..._,._ 8 F" M _ H _ 2 _ s_ 9 _�......_.==-_.kl s� .N � . = 2 = (55 = ") � I ELLIOTT AVE. �'@ MH260 I 8 MH243 8 MH242 �MH249 S.N. 1(335') S.N.3(9) MH246 " S.N.2(91") SUMMIT ST . j 0:::0::: LU I en _j ::, • � MH241 LEGEND ExistingGravityAfain, Size andRowDirection ==="';c;::,, ;; " �,;;;;;;;;,,,� E:tistingGravity.M,1in, Size :indFlowDirection � To beLined - - - - - !:'"'\..... - - - - - ExistingForceMainandSize ----8---- ExistingManhole 8 I �I I f e---===---e MH247A e e MH247 - ------(18�--- E:n:SlingM11nhole To be lined(Sec Division 11) ExistingPlug Valve MH237 MH238 ExistingAirRelieve V,1/ve ----@---- Ex1Sting Valve Pit ----@---- E.uding Lift Station , • ,._ ' > <( >­ z <( co ....J <( UJ z 8Ml-t2 -----;:��&��0.�� -: 8 MH209 �H210 MH211 -,--::::-==--e- c""'.? � • MH206, g,� - 0 "6- CAPl:[OL BLV • MH208 S.N.1(293') S.N.3(4) S.N.2(84") S.N.2(71") I MH2108 MH174 S.N.1(128') 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 AND REPAIR DAMAGE TO STREET AS NECESSARY 8MH2108 ,---.. S.N.1(129') I S.N.3(1) CEDAR'.�- �2100 • .......... -:(4" ' '\ ' ' 6" S.N.1(354') S.N.3(3) S.N.7 8MH172 8"HDPE S.N.1(162') S.N.3(1) --�------- _.,;;;.... ___ ....__ S.N.4 I ' MH2�0C S.N.2(56") MH613 - REVISIONS BID SET C 2024 MidwesternEngineers. Inc. 802 Wes! BroJctway Strt>el P.O Box 295 Loogootee. Indiana 47553 DATE APRIL 2024 DESIGN J.W.W.f_ E.K P DRAWN C.Z.M. Q.C. CHECK PROJECT NUMBER 2024002-01 5 5 OF 6 Fll.£ NUMBER l\l\19'il Do Not Use Plan Previews for Take Off