Midwestern Engineers, Inc. Plan Preview

� z w ;1 0 z 0 u 0 oc 0 < I < w ; ::r > • ' � 00 Q 00 ' Q -9 z • 8 � ' ► % 1/l > oc oO � u • ... � - <f � -q • •N M C NO oo NV �N No .; ;'j .� 2:� -, eo "u ocz w- ;IiO :. ;5 � - -� 0� '. <o S.N. 1 (60") S.N. 3 MATCH LINE LINE CONTINUED ON SHT. 5 PLAN No. 1 1 2 "FM. VPCS jLIFTSTATION No.1� r--­ c:0 c:0 • S.N. 1 (144") S.N. 3 1 5 '' \ 12" � . 0::: S.N. 1 (84") (I) MH3 �--s MH31e 8 MH31B �.�. i (94 "l LITTLE INDIAN CREEK s . N. 1 (144") 6'7 '4sN 1 (84 "J I MH 5 1 2 " MH30 C1 2 " -"" S.N. 1 (84") ���-t-c!:. 12 �' -' == ...::-�if-rc�' 8 C e- MH31 ,,- MH102 10;) 8MH7 I BEECH ST. I I f­(/) >- w ...J 0 - 0::: 8 MH33 ....__ ____....;..._._ __ .,.,�, "' f- I z �o� __J O O I UJ Z ()::,z f- z :'5 < f- 0.. :;;z 0 () UJ z __J 80 MH222 � 81 - -- ....;:_.:=____ __:=:=------�M :::_: H223 < 8 WALNUT ST. I MH221 8 '4 S.N. 1 (120") I MH 217B 8 I MH219i9;i:-- ---= ::=:;;.__, (3 MH218 I MH 21'Z8::-----==--:..__ 8 MH21?.A . I ...J (/) u - I §: I S.R. 62 MH136 81,----�;:......--, PLAN No. 2 MH8 8 COOK ST. MH82 8·�--=--=---------"-· 8 MH 34 S.N. 1 (48") I I MH 9 8 - MH 358 f- c:0 en c:0 l>- . 0::: . ...J (/) 0 - or I MH36 8 MH10 8� -----=------- � M �H� 2 _ 9 MH11 JI S N. 1 (48") - I /4 □ S.N. 3 � ..<\ S.N. 4 • r • ..2 _g-�12 � PLAN No. 1 ._ ___.,.__________________;;_____L_.-....__...., C S.N. 1 (72") • 12" VALLEY RD. MH91 8 lsN 1 (48")� 8 MH 85B ,_. (/"J Q 0 <( 12" GENERAL NOTES: 80 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 ,. Exfrr.ing GravityMmfl, Size andFlowDirecfjon ExisdngGravityMain, Size andRow.Direction To be Lined (See DivisionI) ____ - 4 :)._ - - - - - ExistingForceMain andSize ----8---- ExistingManho/e �-"" -----8---- ExistingManhole To be lined _____.,_____ ExistingPlug Valve 0 9 ----@---- foistingAirRelieve Valve Existing Valve Pit ----@---- ExistingLift Smtion SANITARY SEWER STRUCTURE- SPECIAL NOTES CLEAN AND REMOVE DEBRIS IN EXISTING MANHOLE, INSTALL A COMPLETE S.N 1 (x") LINER/CEMENT MORTAR FOR REHABILITATION OF EXISTING MANHOLE. DEPTH OF LINER FOUND IN PARENTHESIS CLEAN AND REMOVE DEBRIS IN EXISTING STRUCTURE, INSTALL A COMPLETE (X" � �.;: Z") LINER/CEMENT MORTAR FOR REHABILITATION OF EXISTING STRUCTURE. DIMENSIONS OF STRUCTURE FOUND IN PARENTHESIS S.N. 3 SN.4 MANHOLE SHALL ONLY BE LINED UPON COMPLETION OF INTERSECTING SANITARY MAIN CIPP 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 Tl I ;. L...___.JC..C PR -' l .:. O___ R _c TO .;:__ P___ AR --- T _ IA --' L '- C'-L---0..:. S .c U _ RE _ O _ R _ LA_ N_ E _ R_ E _ S _ T _ R _ IC _ T _ IO _ N _ O _ F _ A _ I _ ND_ O_ T _ R _ O_ A _ D _ W _ A _ Y _ . ---� REVISIONS BID SET C 2024 Midwcs!em Engineers. Inc. 802 West Broadway Strccl P.O. Bo.x 295 Loogootee. !ndianu 47553 DATE APRIL 2024 DESIGN JWWL E.K.P. DRAWN C.Z.M. Q.C. CHECK PROJECT NUt.ABER 2024002-01 6 6 OF 8 I Fll.£ NUMBER I L\� \Cl\ Do Not Use Plan Previews for Take Off