Midwestern Engineers, Inc. Plan Preview

�--- ...... ---, .. STA. 242+35 EAST= STA. 51+91 NORTH LINE CONT'D ON SHEET 30 PLAN 2 � • • - • \ '- / I I I / I I SN6 I 0 0 + I() SI" N INSTALL 70 L.F. OF 8" REST. JOINT CL-200 (MIN )(IPS EQUIV OD) PIPE BY UNCASED BORE WITH TRACER WIRE I A A SN10 INSTALL A FLUSH HYDRANT ASSEMBLY W/ 3" GATE VALVE DRY TAP EX. 5" MAIN WITH A 6" 90' ELBOW, A 6"GATE VALVE AND SLEEVE BACK TO THE EXISTING 5" MAIN STATIC PRESSURE 75 P S.I I ' .. • • I ______ _,:_ ,_. _.i,,_;;;;,_....{ • 0 + I() (0 N INSTALL 100 L.F. OF 6" REST. JOINT CL-200 (MIN.) (IPS EQUIV OD) PIPE BY UNCASED BORE WITH TRACER WIRE MINIMUM 5' DEPTH FROM WATERWAY FLOW LINE TO TOP OF MAIN 1./ 74-15-17-3 00 -012. 0 09- 0 17 ;I South Spencer School 11 Corporati o n g 0 ... N STA. 268+65 EAST= STA. 236+90 SOUTH S.N.6 1 1 ,MATCH LINES A. 231+60 LINE CONT'D fROM HEET 7 PLAN 2 - S.N 11 INSTALL 2" HDPE CASING WITH 1" CTS-CL-200 (MIN.) SERVICE LINE WITH TRACER WIRE BY DIRECTIONAL BORE (LENGTH) ALL NEW MAINS TO BE CL-200 (MINIMUM) (IRON PIPE SIZE EQUIVALENT OUTSIDE DIAMETER) WITH TRACER WIRE UNLESS OTHERWISE SPECIFIED SCALE: 1" = 100' ,..._._ I G.N 1 S. N /0 I 74-15-17-300-012.009..()17 S o uth Spencer Sch oo l Co r po r ati o n -- :: 'l'T 0 0 + 0 (X) N 74-15-17-3 00 - 0 12. 0 1 0 - 0 17 S o uth Spence r Sch ",. o o ::: l _: C ::: o '.:' r p ::: o ::: r ::_ at ::: io ::_ n�--""""""""""= EASEM�HTCONOmONs STA. 278+70 - WATER MAIN SHALL BEPI.AC £D NO FURTHER THAN 10' NORTH Of T HE NORTH MOST METAL SIGN POST. UNDERGROONOAND El..ECJRICALCONDUITSERVING TI-IE SIGNSHAU. Sf: FlO..DLOCATED PRIOR TO CONSlROCTION. TIME TRUCKING TENNIS COURTS 14- 'lt§-2 0 r2 0 0- 00 7. 000 --017 Str o xon, LLG .... - - POINT OF CONNECTION WET TAP EX. 4" MAIN WITH A 4"x4"x4" STAINLESS STEEL TAPPING SLEEVE, A 4" TAPPING GATE VALVE AND A 6"x4" REDUCER. STATIC PRESSURE 84 P S I • r • I � � -� .... -v ' . • · � 15 � ·2 � 0 � -2 � 0 -. 0- " 00 � 8 � 0 � 00 � -0 � 1 � 7 "' 1 "" _.,.,....._ �l B o genhagen, M D o uglas I • I .-- f ' I I I • I I I _______ _... ... •___..__________ 1 74-15-17-30 Owensb o P r •-£ y !261! ;,:-; ■ �-·- 1 � r ,"-- 1 !/ -¢r ' I I f?- 1 , I ,v \ l __:3 LKT. \ I -- '\ \ \ \ " \ \ ' ' ' INSTALL 180 L.F. OF 6" REST. JOIN CL-200 (MIN ) (IPS EQUIV OD) PIPE BY UNCASED BORE WITH TRACER WIRE MINIMUM 5' DEPTH FROM WATERWAY FLOW LINE TO TOP OF MAIN ,•-· I, ·:11_ ... .._,._,.._.. �r -..-.._.. ..---=-� ). ........ • �15-- 1 7 32DI yn S.N.6 � • 1 74-15-11; ,i.oo --029_ 00 0--01,7 •, 1 4 1s-r ¥� -032.ooo-61tr 74-16;' 17- 4 0 0- -030. 000 --017 1 1 , E r in, �y \ Hall, Larry W & tttau�� 11 � I El mer J&EYMIY n .. • ' 1 � • ·, ____________ __ 125' f.ASEMENT UlillT - - - -- } ) --- - - - - - --- - - -- - - - - - - -- -- - - ---- -- - PRIORITY #1 PRI ll)- 0 p .7••• •Et 74-1 .OOO-cf17 ' • ·t j SN 6 Hall, Evelyn I 125'£ASEMOOUMIT --- I SN 2 EX, 2• pycSOR-26 ----------------- ----- r� · · 1965 PLANS BY SEICO INC. � / ��---- / SHEET 20 - 50' �- - )/ L ®" ,/ 94•� ---- - :�� -�------- /� ""'a � • • a · .,..___________ - - -----0'.J= :_� "--;;,' ' ,lJ'. - • SR 6 - - 5:j" - '""'- ,., .o/""- - - ----'" - - --- • . I 12 I • I -- - -❖ Sit I 42 • I •• • . 11 • � .. I \ S.N. 2 11 ,MOUND · 1 A to •SEPTIC SYSTEM - y iil t © "' '· CTION "MAIN WITH EEVE C PRESSURE 82 P S I. I I I I I I I I I I p INSTA BY AUGE JOINT CL-200 16"x0.250" WELDED STEEL CASING PE JACKING WITH 6" REST -20-20 0 - 0 09. 00 1- 0 17 T o wnship Trustee I UIV OD) CARRIER PIPE, • • • I • . I L · 1 74-15-2 0 -2 0 q 4i 9 , 000 --017 1 · S.N ... . 1 � Rea Devel o prQEi,t Corp • I - : I I -'---�"'·...-• =-rr=• � BLKT. ,.. I BLKT. S.N 8 (6'; CASING SPACER AND TRACER WIRE. I 466A I I!;;.;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;; 7 -15-2 0 -2 0 0-0 0 9.000--017 Triplett Street Building Inc. ·-•-•-•-•-•-•-•-• RS, CASING END SEALS FOR CROSS SECTION 1 467 1 INSTALL 30 L.F. CL-200 (MIN )(IPS E UNCASED BORE WITH 74-15-2 0 -1 00 -01 0 . 0 0 0 -017 Shelt o n, Stephen C !--ffj -ITs.N�;HIS AREA IS VOID AND IS N" of�;�T OF THIS CON�ACT I 2 74-15-2 0 -2 00 - 0 09. 000 - 0 17 • { � I Reo Development C o rp / _,J--- ALL NEW MAINS TO BE CL-200 (MINIMUM) ON PIPE SIZE EQUIVALENT OUTSIDE DIAMETER) WITH TRACER WIRE UNLESS OTHERWISE SPECIFIED THIS PLAN VIEW IS PRIORITY #1 AND PRIORITY #2 (SEE PLAN FOR MORE INFORMATION) 0 50 100 z 0 ::5 o CL + SI" o"' 0 (") 1- . LU � LU (/) � Wz Zo ...J 0 IO II- z <( 0 :@;U LU z ...J I SCALE: 1" = 1 oo· P"'\---0 50 I 100 PLAN No. 2 • - BID SET C 2023 Midwestern Engineers. Inc. 802 West Brmdw:iy Street P.O. Box 295 Loogooke. Indiana 47553 DAlE NOV. 2023 DESIGN J.W.W. DRAWN K.J.G. Q.C. CHECK PROJECT NUMBER 2017043-01 27 27 OF 54 I FllE NUMBER I 43698 Do Not Use Plan Previews for Take Off