Midwestern Engineers, Inc. Plan Preview

PROPOSED SANITARY MANHOLE SA-11 STA: 26+75 LINE "S-A" RIM: 907.40± INV (S): 891.28 INV (W): 895.95 (OUTSIDE DROP) INV (E) 891.18 N.2251905.98 E.505780.83 \ I I I --� HENSLEY, BRANDON 31-06-03-376--012 \ CARPENTER, JANET 31 ·06-03-378-009 � I. • s ---r t+,.,q- - +-+- / ,,-- 1---...::::l tr"> c:tt:i--------'--------j ! I­ C/) z 0 >­I-� (9 ;? z :); -<I Cl) MAT LINE STA 27+60 LINE CONT'D ON SHEET 9 ' CTCH RIM;� INV tw): INV (N): 900.73± \ 1 \ \ ) TROWBRIDGE, MICHELEJ. 31-06--03-379--002 ' lr\ \ ALLMARAS. MARK D. ) & NENITA B. 31-oe-03-379-001 I ' I I & NENITA B. ALLMARAS, MARK D. 1 I I\ 31.os.03.379.ooa / / ' , � � -- I / / - ' 1 -' ./ / / / / / ' ' I - ' i - -912 - - \ \ PROPOSED SANITARY MANHOLE SA-9 STA 23+70 LINE "S-A" ' DEKALB COUN-TY CENTRAL SCHOOL BUILDING CORPORATION 31..()f-03-451-001 I I J I /- RIM. 907.95± INV (W) 890 78 INV (E) 890.68 N.2251913.23 E.506085.85 ,/ ./ LECO, JORGE & MAEVANGELINE 31-06-03-379-009 C. SIDEWALK ' r I \ / " ( " ' l ' / / -OECK EXISTING 12" SANITARY SEWER (TO BE ABANDONEQJ - "' " / \ \ \ ----- EX. 12" SANITARY SEWER (TO BE ABANDONED) '-- - ------- - _/I/ - --- - ./ / I / \ sq,ALE: - - - -- '-910 10 &:X. 2" GAS MAIN .. - .,...- - - -906 ' - 90 5� / ./ S N. 1 MOUGHLER, KEITH M & ELIZABETH ANN 31--06-03-37�10 / ( J SPECIAL NOTES I \ CONTRACTOR TO RECONNECT EXISTING SANITARY LATERALSTO PROPOSED SANITARY SEWER MAIN PER DETAIL ON SHEET 26. LINEAL FOOTAGE OF SANITARY LATERAL IS ESTIMATED AND MAY NEED TO BE FIELD ADJUSTED. ' j " S N 2 CONTRACTOR TO FIELD LOCATE EXISTING SANITARY LATERAL & REDIRECT FROM EAST SIDE OF HOME TO CONNECT TO THE PROPOSED SANITARY SEWER(LINE "S-A") ON WASHINGTON ST SANITARY CLEANOUTS SHALL BE INSTALLED AT ALL TURNS IN PROPOSED SANITARY LATERAL AND PER DETAIL ON SHEET 26. CONTRACTOR SHALL BE RESPONSIBLEFOR ALL PROPERTY RESTORATION INCLUDING, BUT NOT LIMITED TO, SHRUBS, TREES ANDFENCES. CONTRACTOR SHALL COORDINATE PROPERTY ACCESS WITH INDIVIDUAL PROPERTY OWNERS AND SERVICE INTERRUPTION SHALL BE KEPT TO A MINIMUM. PROPOSED LATERAL SHALL AVOID EXISTING UTILITIES AND SHALL HAVE A MINIMUM SLOPE OF 0.75%. SN. 3 EXISTING SANITARY ScWER TO BE ABANDONED . CONTRACiOR TO COMPlETelY FILI. EXISTING S�WER WITH FLIJWABLE Fll.b TOWATERilG�T CONDITION, \ 1-s� .N - _ - 4 +.a e � O - N - T � RA � o -: T � O - R � - T - - o � Ex � r � � � N - D - P � R - O � P - O � s � i - o -- � � A - N- 1 f - ;;_ - R - Y - s-E - R - v � 1 - c - r; -- � 1aA -;: E � , ii � - A � b � - f - o -. - ,, - ri- - o � P �. 1e -- - R - rr -'i - 1 N -. � - P - i - ;;'-" '%.. tiETAIL ON SHi::ET 26. PLUG SHALL BE INSTAbLEil FORFUfU�� GONN�CTlt:iN --- / • REV1SIONS LINE SEGMENT "S-A" STA. 21+60 TO 27+60 ��-----------------------------------------------------------------------....::.:.�:..:.=.:.:.:.:=:..:..:.......::_:..:.....::_:.:...::..:..:.....:.:....:..:...::.:.._:.::________________________________________________________________________ ...!!:=======� "' 915,,---,---,---,---,----,---,---,----,---,------,---,---,---,---,---,---.---,---,----,--,---,----,--,---,----,--,---,----,---,----,---,---.,---,---,---.,---,---,------,---,----,---,---,----,---,,---,----,---,---,---...---r---,---...---,---,---...---,---,---.-.,, I I I I I I I ffi O (9 � : z z a::0 ('.) ! FULL DEPTH STRUCTURE +----t---+---+----t---+-- s: 1-� z -+-- z I---+--<i: <i: -+----+---l---+---+---l---+---+---t----+--+---t----+--+---1--- � 1- z Z---t---t---t---t---t---t---t- ---t---t---t----t---t---t----t----t---t---t-,=I BACKFILL COMPACTED TO 95% 1--+---t---+--+---t---+--+---t---+--+ +---t---+--+---t---+-'" " o a:: Q <( � :2: - •* (DEPTH ASSUMED) w a:: 0:: o MODIFIED PROCTOR(TYP. ) cn 1- =:i1- :2: w � r-- (CONTRACTOR TO /fJ O =:i i= +----t---+--+----t---t--::E U O U /fJ I- u. ::E I- 0 U I '.::f==+==+===i==+'._-+----l---l---+----l---�--+----l---l---+ er s: e-0 � <i:: <( � -1-- PROTECT DURING a:: � 1- =:i ---+- -+- ----+---+----t---+---+----t l - 91D-ll---+--+---tl---+--+--0 a::'" 1- -+--('.) S: - > -+-- CONSTRUCTION) 0 a:: u a:: ---+--+---t----+- --+--+---1----+--+---+---+--+---l----+---+-l---+---+---+---+---+---+--+---+---+---+----+---+--+----+---+-e 1-1-� (f) 0 > 1-1-WI- �10 "'· z O 2 -�N . co � /fJ z I- cn EX. GRADE (ASPHALT) 90 + -- -+ --+- --+ -- +- - - + - " O u" o �x " x o a1 6 I I I --+---+---+---1---+---+---+---+- - -+---+---+I ----t---+--+----t-- -W �a.. u UJ Ul � w � Q. u V 128 L.F.of24"F-679 PVC 1 1 I - I I I 1 1 ' 91Hl--- - -+ -- -+ s ANITARY SEWER@ 0.10% SLOPE +- --l----+- -- -+-+ -- + - -+-- 180 L . F.of24 " F-579 PVC SANITARY SEWER@ 0 . 10% SLOPE- +---t- --+--+---t---+ - -+- -125 L.F of 24" F-679 PVC SANITARY SEWER@ 0 10% SLOPE 1 459 L.F.of24" F-679 'pvc SANITARY SEWER@ a.10% SLO . PE + -- -t--+-- -- t(85 L.F. 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Inc. 802 Wes! Bro,1dway Stre�t P.O. Box 295 Loogootee. Indiana 47553 OAT!: MARCH 2024 DESIGN S.M.S. DRAWN M.M.C. Q.C. CHECK W.A.E. PROJECT NUMBER 2020073-00 8 8 OF 35 I FllE NUMBER L/Lf )20 I Do Not Use Plan Previews for Take Off