Midwestern Engineers, Inc. Plan Preview

" 1 \ � . I • i I I , I \ // I ' I I V / I I / \ /o: 31-06-09- \ 0-005 WEBB, KEVIN M. & JUANITA M. I I 31-06-09-230-006 I r---- ; I 1,/ "-_,,, / I I I / I ' / ,_ __ , - " _----,;,-FO;r� Pl. / Pl. t ' PROPOSED 329 LF. of 12" SDR-35 PVC '\ SANITARY SEWER@ 0.22% SLOPE (149 L F THIS SHEET) ' o, ", ) / / ' 3' CONC_ WALK ' - " \ ---.. / / ' - " " ---<ID- \ "' .......... \ I N ;;; m , \ \ \ "-- "- \ "- \ "- "' "' "' \ � HAMMAN. SCOTT } \ 31-06-09-22&-008 I ) \ I ' / --- I "' ../ \\ ' \ I \..__ • (J r � I \ "' ec STONE '- STONE aa - w--w-- ' ,, r ' I \... --....... ' I \ ' \ I \\ ' \ I "-- ' ) "" \ \ \ \ \ HAMMAf,1. SCOTT 31-06-09\228-007 \ I 910"" \1 �' ' I ' I - / / -- ( J I WILLIAMS, eoo&Je L. & PAT$)' L. 31-06--09-228-006 / -- 3' CONG. WALK ' RECONNECT EXISTING 4" FORCE MAIN TO PROPOSED MANHOLE. M.J. RESTRAINTS SHALL BE USED TO SECURE CONNECTION JOINT. CONTRACTOR TO CONFIRM PIPE SIZE AND MATERIAL PRIOR TO ORDERING PARTS. FORCE MAIN SHALL BE INSTALLED WITH INSIDE DROP. SEE DETAIL, SHEET 24. <_ ' - ' w--w w--w w--w--w--w--w �w--w-- - - - " "- � EX. SANITA�MANHOLE RIM: 914.39± INV (S): 904.39±\ INV (E): 908.49± '-... INV (N): 904.29± ITO BE REMOVED! "- -- 0 S.N. 1 CENTER ST. ASPHALT - --- ec --- cc --- ec--- cc--- cc--- PROPOSED SANITARY MANHOLE SC-2 STA: 3+11 LINE "S-C" RIM: 914.39± INV (S): 904.07 INV (N) 903.97 INV (E): 908.49 (INSIDE DROP) N.2250754.94 E.504159.45 CONNECT TO EXISTING WITH UP TO 10 L.F. OF 8" SDR-35 PVC SANITARY SEWER CONNECTION TO HAVE AN INSIDE DROP. SEE DETAIL, SHEET 24, TOWN OF WATERLOO 31-06'10-101-001 00 + N S.N 4 - - EX. 8'' WATER MAIN - - - - 00 + S.N 4 � - - --....... ec -+--- ec--- ec--- ec--- ec--- ec-- - PROPOSED 311 L.F. of 12" SDR-35 PVC SANITARY SEWER@ 0.22% SLOPE - LINE SEGMENT "S-C" STA. 0+00 TO 4+60 PROPOSED SANITARY MANHOLE SC-1 STA: 0+00 LINE "S-C" "' RIM: 914.29± INV (S). 903.29 INV (E) 903.19 INV (W): 907.79 (INSIDE DROP) INV (N). 904.19 N.2251066.01 E.504153.48 EX. SANITARY MANHOLE RIM: 914.29± INV (SJ: 903.39± INV (N): 904.19± INV (W): 907.79± INV (E · 903.19± TO BE EMOVED \ - ' \' i� l I' I • & I , \ ' � 8" WATE�llt _ =w:-- -- + 0 r EX. 12" SANITARY SEWER SM ---1._ SAN SAi< SAN aaa ,--- e,--- ,--- j __ ..f\--- EX. 12" SANITARY SEWER 'v\'ICKER, FRANKLIN C JR 31-06-03-355--017 SPECIAL NOTES l < CONG. t !I--�---------------------------0 SN. CONTRACTOR TO RECONNECT EXISTING SANITARY LATERALS TO PROPOSED SANITARY 1 SEWER MAIN PER DETAIL ON SHEET 26. LINEAL FOOTAGE OF SANITARY LATERAL IS ESTIMATED AND MAY NEED TO BE FIELD ADJUSTED. SN. 2 CONTRACTOR TO FIELD LOCATE EX/STING 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 RESPONSIBLE FOR ALL PROPERTY RESTORATION INCLUDING, BUT NOT LIMITED TO, SHRUBS, TREES AND FENCES. 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 SLOPEc OF 0.75%. SN. 3 EXISTING SANITARY SEWoR TO BE ABANDONED. CONTRACTOR TO COMPLl:TELY l'ILI. EXISIING SEWER WITH FLOWABLE FlsL TO WAT��TIGHi CONDITION. S.N 4 CONTIV\CTOR TO �XTEND i'ROPOSED SANITARY !IERVIC� LAfoRAb TO i'�CJP�RfY b1Ni, ��R DETAIL ON (;f'ii,i,f 2®. l'bUG 3HAbL il� 1NSTAbbEil l'Ol'i FUTURB CCNN�cTION. ! � .i 't, ---- ; i • REVIS! NS �1--�--- -· ------------------------------------------------------------------------------------------------------------------------------------------1!:=======.l > w a w I " u "" � -- v25 92, s-,-,--,-,--,-,--,-,--,-,--,---,--,---,---,,---,---,,---,---,,---,--,,---,---,---.--,---.--,---.--,---.--,---.--,---.--,---.--,---.--,---.--,---.--,---.-----.-------------; 9220-t---1----i-- -t----t---t---t---J---t---t---J---t---t---J---t---t---l--+--+---l :- -+--+---li--+--+---'i---l---+---i---l---+--l---+--+--l---+--+--l---+--+--l---+--+--l---l--+--l---l--+- -l---l-;20 . --1--+--+---l--+--+-,oo 4+00 3+00 2+00 1+00 0+00 HORIZONTAL SCALE 1"=20' LINE SEGMENT "S-C" STA. 0+00 TO 4+60 I BID SET 02024 J\·lidwcsicrn f:nginet'rs. !nc. 802 West Broaciway S!ree! P.O. Box 295 Loogootee. !rnliuna 47553 DATE MARCH 2024 DESIGN S.M.S. DRAWN M.M.C. Q.C. CHECK W.A.E. PROJECT NUMBER 2020073-00 1 3 13 OF 35 FILE NUt.4BER I LJLI 11 s- Do Not Use Plan Previews for Take Off