� � w I r--+r -i _ - --- J - t;� A = � p:p�:� O ;; X ;_� 2 ; 0 �' F � R ; O ; M � ;C;IL:.:---�------�=�=�---=�----�-�---,-..'-..-----. \ - 1--- - -6 - 1- 9 OF WESTBOUND LANES - _ _ � ________ - - - - _.), - -620- ,�="-'=:....:=-==-='---==-==------------------------� I --- \�___c_::_._'' --- -- --= =-==-==--==-==-==-=�=�=----------------s::..�-=_ -=-s1;--_ ---- -- -- - - == == ------- U.S. 40 (EAST BOUND) ASPHALT ----- -r- -- OAFP WP REOS XT B. O2 4U' FNRDOLMA N CE/ LS -- - - --- 619 ----------619- -610-- REVISIONS -- �l----+----------------------------------------------------------------------------------------------------------------1----------------------------------------------.l!:==::::;;:::==� ....1 .... 1,111111111,.:..... u::: �,..... s u ..... , ,1; i ,��• L�- a. ,�ft. (3.\STfft. 'J,,.,.� 0 es_ so ;:� 0X: �o ,,...,._ 'E:. � �� -, - :: ': � = No. PE60920059 i ii -· ---- ·- a:: 64 45 \11 STATE OF /�§ � _ INSTALLATION OF 24" HOPE PIPE -+----+----i---+----+----i---1NSTALLATiON OF 24" HOPE PIPE BY HORIZONTAL DIRECTIONAL DRILLING (H.o.'o.) METHOD INSTALLATION OF 24" HOPE PIPE ,:;� �;:: � BY OPEN CUT OR H DD. METHOD APPROX. 430 L.F. ---+----+--->-----+----+--->--,-BY OPEN CUT OR H.D.D. METHOD '\;;('� lfVDIA�\>-- ��§ � 54~ I i I 40 �,,, 8 8 IOHA \. \.�, ,� :;; . � � _ ·a: ;r,,,,11111111''''1 j -� � �w -3 5 1/J.}t&S4-:- o <.'.( <.'.( () a.. � ·t; I b)- Z a.. � ·t§ � � �LL W 53_ 8: <( LL :0 z a... 0:: a.. in... < .-!������§��!���- i "' =_-ffff�ffffffffffff�fffffffffffffffffff�ffffffj-_ ---+-----+---+---oCD2 \:! ---+--->-----+----+---f-----+----+---1-�----i---+-----+-----i---+----1,- APPROX. GROU\JD PROFILE OF 2 O ::i;: 1 w , c1L OF PROPos=o 24" MAIN rwa:: z <Cw 62 I f-> i ....J --+-----+-----+--� ....J z0 > � OI -+- -- --i --- --+ � <C co � u... u... I -� <( a:: 62 _ ____ I +I -, +I " > 9 � 5 § 0 0 "" 9z0 � z 5 z " , " � � " 0 �" " ,� ' ' "" ' oo, ;� Nm Oo N. ��·� o:iW ;§ g :§� o">Ozo o-, 00 595 - - -.;t" .: N --ow1- 5 90--o LU ·-+I -t-- U) �- -0 2 585- -:= <r: 0 -f-1- a:: �CJ) LL on I-LU 0 58v-1 - •1- z zF- �_, � 0 -r-I (.) 5 75--f-U �,- w �.,: z --� ....J - -- --- --- 108+00 1D9+00 • . w1l'. > 0·u z " b 11D+00 - -- . • --- --- - -- - ' -\ - MAINTAIN MIN. 100' BEND RADIUS ON HOPE PIPE PROPOSED 24" HDPE RAW WATER TRANSMISSION MAIN (900 L F. THIS SHEET) 111+00 112+00 HORIZONTAL SCALE 1'"=30' ---.....:.- 113+00 ------ --- - - -- 114+0D 115+00 --- - ---- -- 25 20 00 <D ---595 N1- -: o W- O+ ILU----590 <D U) - -- 2- <{ o---5 85 I- a:::: CJ) IL_ o- LU • ---580 z ,__ I_, Ou Z- - U ---575 I- W- <{ 2 z_, -- - C, ><oY .:N0 .. Co "5,5 <c �AW WATER - PLAN AND PROFILE - LINE SEGMENT B 4/4/2025 BID SET C 202s Midwestern Engineers. Inc. 802 West Bro.�rlway Street PO. Box 295 Loog()Otee. lmfon:i 47553 DATE APRIL 2025 DESIGN S.D.B. DRAWN A.P.J. a.c. CHECK N.A.K. PROJECT NUMBER 2024090-00 25 25 OF 43 I FILE NUMBER . 44674 I Do Not Use Plan Previews for Take Off
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