Midwestern Engineers, Inc. Plan Preview

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J OINT C L-200 (MIN.)(IPS EQUIV O D ) \ = 74-14-05-400-023.000-01ey- PIPE WITH TRA C ER WIRE BY D IRE C TIONA L BORE " I �-------------� � Bro e rm an , B e nj a min/A. & MINIMUM 5' D EPTH FROM WATERWAY FLOW LINE TO TOP OF MAIN REQUIRE D ! r•-•-•--.-..__,. \ J SPENCER C OUNTY REGU L ATED D RAIN 74-14-05-400-017.000-016 M ea g a n E r.;-;:;-J J -= 7 \ UNT HOOPPOLE D IT C H Bre eman , B en j a min A. & M e g an E. 0 0 + I.() 00 • I • I • I • I a / /--/ / 14411 "i , 74-14-05-400-017.001-016 � 1 �==============--------------- I \ ,,,,,- ,, 74.14.05400-011.ooo-01e Middl e to n , Gordo n Scott & /1 \ INSTA LL 60 L .F OF 6" REST. JOINT C L-200 (MIN.)(IPS EQUIV. O D ) , 74-14-05--400-011.ooo-016 36' CULTWAryD FIELD �,, CULTNATEO FIELD I Bre e m a n, B e ni a min A &M e g a n E . i M !j!� s ai n '\t) � J 44 3 1 ,I I � l l �� M � l � H 5 ' T �:g;:F�� A�:��;�;�� C L��:�� TOP OF MAIN REQUIRE D I Bro e rm a n F a rms, LL C -::.L&-2:::::::::::.-.:f ==��: - - - - - - --- - - :/ ---- ---- ----- - - - ---- - -- - - ---- - --- - -------- ------ ---- -- - ------------- ------------ � - -u.rr i i HD U ; f ') G A RA ' I\ / . � -------�=====;; c-- - -�==�- - - -� t - --- - ---- - --- - -- '�: - �!!'!' ________________________________ ,-- - \. __ _ _ _ _ ___ 60 EASEMENT UMrT - ---------- ..CULTJ)IAIEQ_EIE1.,Q j I!! 1 ◊ -- ------- -----=====---======.::;-.::;��';;!'-!;��+-------------------·<![]__ Rf :;,- , fl{ !!! I . Rf 50' Rf N e sm ,,If!!:_� • M I ... I'- •" %, f'" j 7 1t "' / � ,! --- Rf \ Rf • • Rf BLKT. -C: f CR 800W . 40'R/W ✓ • \ • ( �.' ·�� , • • � i ti ,· "' Rf Rf •--.�-c::. •---",..__-•-•� I •-- . ('"�; -..: '.:( 1 �" ,,,# • / , , I -;;;sE1, BARN j ./ N z :s 0 Q.. 0 f- + w Ow CJ>I <{ (/) tii (/) wI z f- - z --' 0 • ' 1 ,- / \! - ,, ! • '-, ' '- • /'� / J i B ,; 1 j 1 cuLr1vATED FIELD I / _. n " I . 74-14-04-300-020.000--016 �, ,,.,.. p . 'J _ ,J � 74-14-04-300-014.000-016 i /� � J j , ",,,_ 1· " · " y Gib s on, JamesC & : a \vL H ;S E \ ou - : � j'�ik�,�� D .. I G A RAG E , ,, - Ja n es , JackL&JeanneD r---- - - - - - ----- - - -- ;�:�::.�::::;::;-;/ - - -- ,�iii'o.ooiiir _ _ _ Io Uf-- f-<( z ::i; 0 u w z f J - - 3 so y, I - \ \ ' . \. • � �� 1 , :; "- •-..-... _ ,.---' ., Bro e r man F a rms, L L C • G RASS ( ·, \ I � I ·, \, 's, • I I .. ' \ tr.'"\ °i X " CULTIVATED FIELD I • • r�'\ � " � I · -·----..-.._,.___J �A?� I \ \ ·�, • I I oi I s.�::: ., _____ \ , .. " I . �.:... •- ru mb I "\.\ ., / -' · 1 .., -g. � · 1 • £P. � � • \.!,.- -, • ' i• I . • , _!!,¥\o' O>b I "'o,.r . I ____j Ii [ ! 7 j � g ::=:!_! I j - rJ ,;' I ✓ ,. j_____________________________. � z :s Q.. 0 f-- oW + w DI CJ> (/) <( (/) f-- -C/JI f-- w ::;; z o -' 0:: Iu.., Uo � f-- ::i; z 0 u w z -' SPEN C ER C OUNTY REGULATE DD RAIN HOOPPOLE DIT C H 74-14·05-400-017 . 000-016 Bro e rm an F a rms, L L C 1 444 1 CULTIVATED FlELD 0 0 + LO CJ> ALL NEW MAINS TO BE CL -200 (MINIMUM) (IRON PIPE SIZE EQUIVALENT OUTSI D E D IAMETER) WITH TRA C ER WIRE UN L ESS OTHERWISE SPECIFIED THIS PLAN VIEW IS PRIORITY #4-3 / I I I INSTA LL 2 50 L .F. OF 6" REST. JOINT C L-200 (MIN )(IPS EQUIV O D ) PIPE WITH TRA C ER WIRE BY D IRE C TIONA L BORE MINIMUM 5' D EPTH FROM WATERWAY FLOWUNE TO TOP OF MAIN REQUIRE D / / / I �I II I / II i I I 74-12-32-400-029.000-016 Bro e rm a n F a rms, LL C MATCH LINE STA. 109+00 LINE CONT'D ON SHEET 47 PLAN 1 \ \ I I I I • I I \ \ I \ I I \ \ \ I Ji I \ I I I I CULTIVATED FIELD AL L NEW MAINS TO BE C L-20D (MINIMUM) (IRON PIPE SIZE EQUIVA L ENT OUTSI D E D IAMETER) WITH TRA C ER WIRE UN L ESS OTHERWISE SPE C IFIE D THIS PLAN VIEW IS PRIORITY #4-3 I I I \ I I I \ I I // - I I I \ I I I I I I I I I \ \ I I I I / �--- -- I I / I / , ___ --- -...., ___..,__--=._...,. -- \ I \ I I I S.N 1 SN2 S.N 3 S.N4 S.N 5 S.N 6 S N 7 S.N 8 S N 9 SN10 S.N 11 I I I I I I SPECIAL NOTES EXISTING WATER MAIN TO REMAIN IN PLA C E - � - SCALE: 1'' � 100' ,-,.co 50 I 100 PLAN No, 1 EXISTING WATER MAIN AND EXISTING SERVI C E LINE SHOWN AS CROSS HAT C HE D TO BE RETIRE D IN P L ACE AFTER NEW WATER MAIN IS PUT INTO SERVICE AN D EXISTING METERS ARE CONNECTED TO THE NEW WATER MAIN C UT, C AP AN D RETIRE EXISTING WATER MAIN ON BOTH LIVE AN D RETIRE D SE C TIONS OF PIPE INSTA L L A L INE STOP P L UG VA L VE (SIZE) EXISTING WATER METER PIT TO BE REPLA C E D . NEW SETTER AND APPURTENANCES TO BE INSTA L LE D IN NEW PIT EXISTING METER WI L L BE RE L O C ATE D FROM THE EXISTING PIT TO THE NEW PIT. NEW SERVI C E L INE INSTAL L E D FROM NEW D ISTRIBUTION MAIN AND C ONNE C TED TO EXISTING CUSTOMER SERVI C EUNE EXISTING WATER METER AN D PIT TO REMAIN IN PLA C E. NEW SERVI C E L INE INSTAL L E D FROM NEW D ISTRIBUTION MAIN AND C ONNE C TE D TO EXISTING C USTOMER SERVICE L INE. REMOVE EXISTING APPURTENAN C E TO 18" BE L OW GRA D E AND FI LL VOI D WITH GRA D E B BORROW BA C KFILL. INSTA L L A GATE VA L VE (SIZE) INSTA L L A 3-WAY FIRE HY D RANT ASSEMBLY W/ 6" GATE VALVE INSTALL A F L USH HY D RANT ASSEMB L Y W/ 3" GATE VALVE INSTA LL 2" HOPE C ASING WITH 1" C TS- CL -200 (MIN.) SERVI C E LINE WITH TRA C ER WIRE BY DIRECTIONAL BORE (LENGTH) _....,---..... ' \ CULTIVATED �LO \ \. \ � \ I \ \ '\ I \ I \ 's, I o , I ' I \ \ \ I '\ " \ \ I \ I \ \ \ \ \ \ \ I • I \ SCALE: 1'' � 100' l"'\iiFJ- I a 50 100 PLAN No. 2 REVISIONS BID SET C 2023 Midwestern Engin�crs. Inc. 802 W,·st Bro:,dwsy Street P.O. Box 295 Loogootee. Indiana 47553 DATE NOV. 2023 DESIGN J.W.W. DRAWN K.J.G. Q.C. CHECK PROJECT NUMBER 2017043-01 46 46 D F 54 I Fll.£ NUMBER I 43679 Do Not Use Plan Previews for Take Off