Midwestern Engineers, Inc. Plan Preview

� 00 z < w z < N > � Q " oc ,. Q � 1J < z � " Q ' 0 " � w � ·, " i Vll z u � • � < � 00 � Q z !al 8 ::£ • oc MO - - -9 .N NO oO �� Mo �"' •w .� -w �� -, 9o "o oc z w- :ii□ , < NY 5N 's � <• S.N. 1 (x") S.N.2 (X" x Y" x Z") S.N.3 S.N. 4 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 1 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 INOOT ROADWAY. LEGEND ExistingGravityMain, Size ,mdPlowDirection ExistingGravity Main. Size :indFlowDirection Tobelined (See Division I) - - - - - •� - - - - - ExistingForceMain iindSize ----8·---- ----19---- ExistingManhole Ex.islingM.mho!e To be Lined Exi�tingPlug V.1/ve S .N. 1 (60") "\.�i M -:- H -:- 5 :-: 2 :--:- 3 -----====--- ------...,g M H 2 8 1 12" I MH 520 r-'�--� ----e---- ----@---- ExistingA1TRelieve Valve Existing Valve Pil ExistingLiftStation S .N. 1 (108") S .N. 4 1 (84") '·7� """� MH5 1 9 GENERAL NOTE S : MH 10 6 A 8 / "" f-..�=;a;,......_,..._� / ,... S .N. 1 (96") 10" I MH 233 MH 232 ���� - � S N 1�1 r:·c � MH 1�9A � "'- ;:::===.---=====--�� ,nl I S.N. 1 (48")� S.N. 1 (144") j I M H151 S .N. 1. ALL EXI S TING GRAVITY MAIN S ARE 8" UNLE SS OTHERWI S E NOTED ' MH 10 6 8 �,1-" M � H � 5 � 18 ��=-- -- -s_ . J'i R r. -;: 6 ;;: 2 r--=====----__!� S � . N � . 4 �:::!_�- �--::;;. 1/ , S .N. 1 (120") f. ]0'), MH (0. 5P-[3 S .N. 4 S .N. 1 (60") ' S :-::- :::-::::-- - -=-----===---- M _ H 14 8 M H�47 8---===---, 2. MH234 1/ CONTRACTOR TO PROVIDE TRAFFIC CONTROL A S NECE SS ARY FOR LINING OF MANHOLE S AND S TRUCTURE S WITHIN OR ALONG TRAVELED S URFACES 0 r=--------"'---'-'-�-"--.Jf,•/ 12" M H 279 8 8 M H 16 2A 'O DIVI S ION I CONTRACTOR TO DETERMINE MH269B PRE S ENCE OF POTENTIAL UNLOCATED MANHOLE. DIVI S ION II CONTRACTOR S HALL IN S TALL A COMPLETE LINER ( S .N. 1) S HOULD A MANHOLE BE DISCOVERED J I (/) 0::: UJ f- JO" S .N. 1 (84") 12" MH .....,_�-� .r:z.---.iS.N. 1 (96") f .N. 3 /'--12" MH 2. 7.4:.+-::- --. ----�:--::--8 -:-:;-: ��------===��- --- �-'-- ,. I . f­ (/) � <( 0 M H27 8 S .N. 1 (60") S .N. 1 (72") . H 277D M 277C S .N. 1 (96") ,_. S .N. 1 (84") . f­ (/) � ...J w I • f­ (/) j ffi O'.l ...J :J � "". MH 277A MH 277B S .N 1 (96") r-- ("") ("") MH 14 6 8- - -=::=_......:,: M .:.:_ H 6 6 _ 1 _-===--- o 8 MH 1 6 2 . I I 0::: (/) . - JO" j • - JO" I S .N. 1 (132") M H 2 � MH 143 I ,____ M H 2 8 0 1 -------.;.:-;/ 0:::-, ;_;-r---::--__:l I 8 ,.... ,,_ ,,,. S- MH 105 CHESTNUT S"f . S MH 2- 75 S 10''.;1 S. R . 62 M H2 8 3 !2" I 12" M R 142� 1��;,-:;�;;; � � =� = �c.::;�=-���--- -;;;; -= �_: S .N. 1 (108") ��--. S .N. 3 I S.N. 1 (60") � f ,.. S .N. 4 JO" j ·--- MATCH LINE LINE CONTINUED ON S HT. 6 PLAN No . 1 .._____ - -- MH 140 F­(/) f 0::: UJ O'.l ...J :J � S .N. 1 (84") S .N. 3 DIVISION I CONTRACTOR TO DETERMINE PRE S ENCE OF POTENTIAL UNLOCATED MANHOLE. DIVISION II CONTRACTOR S HALL IN S TALL A COMPLETE LINER ( S .N. 1) SHOULD A MANHOLE BE DI S COVERED f­ (/) UJ _J a. <( � MH 230 8 t j f 8 M 1 41 /; r. --:....------------------ REVISIONS BID SET C 2024 Miciwcsfc·m Engineers. lnc. 802 We.st BrtxHlway S!rct•I P.O. Bl>X 295 Loogou1cc. Indiana 47553 DATE APRIL 2024 DESIGN J.W W !_ E.K.P. DRAWN C.Z.M. Q.C. CHECK PROJECT NUMBER 2024002-01 5 5 OF 8 ,..,. PLAN No. 1 I Fll.£ NUMBER I � 'I 19 ;J_ Do Not Use Plan Previews for Take Off