Midwestern Engineers, Inc. Plan Preview

0 w N 0 � � � � w z 0 � ;J z 0 .. 0 -ta. Q z 0 -9 \'Q t w - i5 = V' I � v z = � < < • "') Q "', 1,1 z Y: :t > >- .� ? �o := 9 ON NO oo £:I;; •o �� ·� •w '" Oo -, Bo "o ffi ;;;: 1 "'� •u N - 5N £;; a • <• X'. w w a::: u I� - w _, I ( 1 I I I I QC \�- l -rf_f.L C 4" S' / I 6" I \ \ • 8 I S.N. 1 (60") i-7 �H98 MH97 8 js N 1 (60")� I MH96 12" MH95 S N. 1 (60") • I , MH100 S.N. 1 (72") I­ I­ _, S.N. 1 (60") .. S.N. 1 (60") ,.....---1 S.N 1 (60") 12" MATCH LINE LINE CONTINUED ON SHT. 6 PLAN No. 1 I 12" = MH94 80 01 12" MH100A S.N. 1 (84") ' I c==:....__ _.;.;; ::i, ";:" �::--- ._ ________. PLAN No. 1 SN 1 (x") SN2 (X" x Y" x Z") SN3 S.N 4 S.N. 1 (96") SANITARY SEWER STRUCTURE- SPECIAL NOTES CLEAN AND REMOVE DEBRIS IN EXISTING MANHOLE, INSTALL A COMPLETE LINER/CEMENT MORTAR FOR REHABILITATION OF EXISTING MANHOLE DEPTH OF LINER FOUND IN PARENTHESIS CLEAN AND REMOVE DEBRIS IN EXISTING STRUCTURE, INSTALL A COMPLETE LINER/CEMENT MORTAR FOR REHABILITATION OF EXISTING STRUCTURE. DIMENSIONS OF STRUCTURE FOUND IN PARENTHESIS MANHOLE SHALL ONLY BE LINED UPON COMPLETION OF INTERSECTING SANITARY MAIN GIPP REHABILITATION. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE REHABILITATION SCHEDULE WITH THE DIVISION I CONTRACTOR MANHOLE TO BE LINED LOCATED WITHIN INDOT ROADWAY. CONTRACTOR SHALL PROVIDE ADDITIONAL TRAFFIC CONTROL AS NECESSARY TO COMPLY WITH INDOT REQUIREMENTS. CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE WITH INDOT PRIOR TO PARTIAL CLOSURE OR LANE RESTRICTION OF A INDOT ROADWAY. MH214 I MH213 8 1s N 1 (48") � e l MH405 e MH406 J I 8MH403 w > <( >­ z <( CD _, <( UJ z 8MH2· 6 l MH210 - ----;:�;i;-� �LV0. -- - - 8 MH209 MH206 8 CAPITOL BLVD. -----::::::::::-- -2:'.lM H 208 • • • , S.N. 1 (60") S.N. 3 MH174 8 DIVISION I CONTRACTOR TO DETERMINE PRESENCE OF POTENTIAL UNLOCATED MANHOLE. DIVISION II CONTRACTOR SHALL INSTALL A COMPLETE LINER (S.N. 1) SHOULD A MANHOLE BE DISCOVERED 6" I I 8 MH210A 1/ 8MH210B I Ml-! 170A 8.-------L---------8 MH2100 "'-� - 8. MH171 KIRKHAM AVE. \ -----�-----�--------- PLAN No. 2 • I • 53 t MH367 i '- ---�---=--=--=-;-- J --;==------18•'-----:===---7 l�N 1 (48") � MAPLE ST. FLOYD ST. S.N. 1 (48") S.N. 1 (60") I I S.N. 1 (72") � MH160 I­ (/) j :r GENERAL NOTES: 1. ALL EXISTING GRAVITY MAINS ARE 8" UNLESS OTHERWISE NOTED 2. CONTRACTOR TO PROVIDE TRAFFIC CONTROL AS NECESSARY FOR LINING OF MANHOLES AND STRUCTURES WITHIN OR ALONG TRAVELED SURFACES LEGEND ExistingGravityMain, Size andRowDirection ____!:' " :,_ .==::.....- ExistingGravityMain, Size andRowDireclion To belined(See Division I) ____- 4 .::'\.... - - - - - ExistingForceMa.in andSize ----, e---- ----@,---- ExistingManhole Existing Manhole To beLined ExistingPlug Valve Existing Air Relieve Valve Existing ValvePit PLAN No. 3 ._________ ___., ----@,---- ExistingLift Station • .. _ - I 8MH465 S.N. 1 (188") LANDMARK Ali'ARTMENTS / MH464 i9MH463A . ' . • • REVISIONS BID SET C 2024 Mi,lw�stem Engineers. Inc. 802 We,1 Broadway Stn..>el P.O. Box 295 Loogoo1,·c. lnrliana 47553 DATE APRIL 2024 DESIGN J.W.W./ EK P DRAWN C.Z.M. Q.C. CHECK PROJECT NUf.lBER 2024002-01 7 7 OF 8 I Fll£ NUMBER L)4 10 0 Do Not Use Plan Previews for Take Off