Midwestern Engineers, Inc. Plan Preview

0 " 0 ,' � • 0 < > " " " = w " � �: � '" ·� � �i' Cl ��--.. w - ' �� u -w = �£::; < 0 ""'u;u .. <"l!wz � Qz-, ;;'O :r �· "g ON s� <c I JASPER MASTER METER PIT CONNECTION TO PATOKA LAKE REGIONAL WATER & SEWER DISTRICT I 5 2 - 50 - J I 48 ·- - 44 ·- .. 42 50 . 48 Y 46 ·- ., ., ., ., ., � ., ., ., ., ., ., .,., -1- I-I- I- . I- . . . . ' ' ' EX GRADE """°\ . . ' ' � . . 0 ' ' 4' - 9"� ·- . ' 'a - ,, � 5 i.l____ � ----- '" � 44 � I- . ·I- 42 ·- ' ., ., ' . . 40 •J . . ' . 0 . . ' ' . . ' ' STA. -3+26 PORTERSVILLE RD X-ING � � . . . o ' ' ' ' - r------- 18"<3 " 1 . . . 0 ' ' ' I l I ' (l'. ., w INSTALL 40' OF 24"X0.375" WELDED STEEL CASING WITH _, CASING SPACERS AND END SEALS WITH 12" PVC _, > ' GERTA-LOK R.J C-900 DR-18 CL-235 OR 12" 0.1 R.J CL-350 - ' U) ' (l'. (WITH POLY.ENCASEMENT) WATER MAIN WITH TRACER w WIRE BY BORING. f- (l'. I 0 o_ � ' ' I, I - --'.L l-- - - • -• -- --- --- -- 1 6' -- _I _:s_ -- l -- r-- 0 0 VERIFY DEPTH AND LOCATION OF EX.20" MAIN PRIOR TO BORE I I WET TAP EXISTING 20" 0.1. MAIN WITH A 20"x20"x12" STAINLESS STEEL TAPPING SLEEVE AND 12" TAPPING GATE VALVE STATIC PRESSURE 187 PSI .. . . . .. .. ' ' ' ' o ' , ' ' 0 ' ' ' . . HORIZONTAL SCALE 1"=20' \ 0 ·- � 1 7' - 9" 1 0 \_ PROPOSED 12" CL 3, RCP STORM CULVERT UNDER THE NEW DRIVE ' . . . .. . . . ' 40 ' ' ' • 'so ' STA. 26+62 MILLCREEK X-ING "' w w (l'. u _,_, - " � 0 / EX.GRADE rhi ,_ Hi ., . ., _, ., . , . , . , ., . ., 1 0 -c -1- -1- I- I-I- +------ ----- ---,--- ----- '-----1� '- -, v ' J___-� ✓ -- � I- 1 9 •_ 7" 1 4 � 1 $ " I- I- INSTALL 160' OF 16" PVC GERTA-LOK R. J. C-905 DR-18 CL·235 I- OR 16"DI R.J. CL-250 (WITH POLY ENCASEMENT) WATER MAIN WITH TRACER WIRE BY UNCASED BORING ., ., . . . . . . . ' . . . . . 0 ' ' ' . o ' ' ' . ' . . 0 . . 4 0 0 80 • '1 0 HORIZONTAL SCALE 1"=20' STA. 75+41 PIPELINE X-ING 20 00 0N 80 , 11 40 20 00 80 0 60 p w " < u 00 " < 40 � 20 00 w> 5 2 0--r------r------,------r-----,------,------,------,-----,-----,------,---0 20 . b N J' " w " <u 00 <u w> . . - . soo--1----+----+--- ., w • z � - _, w o_ - o_ . " 0 "' " b N INSTALL 100' OF 24" HOPE DR-13 5 CL-160 CASING WITH CASING SPACERS AND END SEALS WITH 12" PVC CERTA-LOK R.J C-900 DR-18 CL-235 OR 12" D.L R.J. CL-350 (WITH POLY.ENCASEMENT) _, w o_ o_ . WATER MAIN WITH TRACER WIRE BY OPEN CUT PLACEMENT 440 .:f--------l ----- + - t ;:::==== :t���====t:;�==�����===-��=f::::===��=:E;=='- -j-- --- ---1-----1.-440 WARNING TAPE SHALL BE PLACED OVER THE FOREIGN UTILITY FOR A MINIMUM OF 20 FEET (PERPENDICULAR TO THE UTILITY AND 10 FEET ON BOTH SIDES) IN SUCH A MANNER THAT IT WOULD BE UNEARTHED BEFORE DAMAGE COULD RESULT TO THE PIPELINE. I ILAT N38.437295 ° , LONG W86.948444 ° 42 .. o.f ·+-+-1--1 ·+- .++-+±i+1-+-+· -1--1+f±:t-t-l--l+1+...f,+1-+-+t+,1-,J ,:H-1--1+1-+-+tf, 0 +1-+-+t+,H-;8-+t+,.++-++J .:-1-·. 1-�· -�� _.:j:�8=: ii� :;:��::;�� 80 � i::;�;=::;�::;�:;:/:j:-420 -0 0 -4 0 -LO 20 40 60 10 HORIZONTAL SCALE 1"=-20' 50 48 0 N _II 46 42 40 - - . ., ., ., ., . 'I ------ �----- -� 4' ., ., ., ., I- . - 0 0 STA. 81+20 MILL CREEK TRIBUTARY X-ING 00 "' w w (l'. . u _,_, - " . ;,; ::, ro L EX.GRADE (l'. f- -- ______ L --------- - � "'- -- --- r-- --- 9'-8" - -� 17'-7''1 -- � � � . INSTALL 120' OF 12" PVC GER TA-LOK R.J C-900 DR-18 CL-235 OR 12" 0.1 R.J.CL- 350 . (WITH POLY ENCASEMENT) WATER M AIN WITH TRACER WIRE BY UNCASED BORING . 20 . . . 00 0 . 0 20 40 0 8 1 0 HORIZONTAL SCALE 1"=20' STA. 86+81 47TH ST. X-ING 5 20--y------,-----,-----,-----y------,-----,-----,-----,-----,----- 0 -5- c20 ,010--l---- -+ - - - + - - --l-----+-----+-----l-----+-----+-----+--------t-,oo b N JI 4 $1C>--'- ---- ---! - -----+-----+----- - +----- ., � ------l-------+ -----+-------1-------1--seo J 1 " " � w w 0 0 ________ J � I - +------ -- ---�--1---1------ " l'io'l 1 11 '- 7" 1 1 11' - 4" 1 I ,9f I 60 � 440--·1-------t-------j---- . I I24" MIN. INSTALL 50' OF 24"x0.375" WELDED STEEL CASING WITH CASING SPACERS AND END SEALS WITH 12" PVC CERTA-LOK R.J.C-900 DR-18 CL-235 OR 12" 0.1. R.J CL-350 (WITH POLY ENCASEMENT) WATER MAIN WITH TRACER WIRE BY BORING +- - - ------1-----+«o . . C,..:4-,1-,1--1 . ...,.......-l-l+->++-+-l--l+i......................-14...,>++-+ +t+,H-+-+ +t+>++-+-l-l+l-+-+ '+t-l'+i--1-· -1--1 ·+,· 1-·>++-+-1-1+1+· ...-1--1 ·+I-+-+ ·-1+, . . .........-14+,,++-+-l--l+,,+-1 42 ' ' ' Q ' ' ' Q ' ' Q ' ' • - Q ' • ' ' ';Q' , • • ' 4 Q I I 601 I I I Q I I 1 Q Z Q HORIZONTAL SCALE 1"=20' w > • u t:: - REVISIONS BID SET 0 2024 Midwestern Engir,rers, lnc. 802 West Broadway Stree! P.O.Box 295 Loogoo1ec. lndiana 47553 DATE JAN. 2024 DESIGN R.D.W. DRAWN K.J.G. [_ C.Z.M. Q.C. CHECK PROJECT NUMBER 2021079-00 7 7 OF 17 20 10 0 20 I FlLE NUMBER I 43608 Do Not Use Plan Previews for Take Off