Midwestern Engineers, Inc. Plan Preview

s R 1 61 PROJECT CROSSING #9 - RRP 508.15 420-,------------------------,------------------------"-'-C,..C..::.-'------------------------------------=======-"'=..-420 11---------40.0'----- - -+- - -----40.0'---------11 40 40 3" BORE 3 9 5-f-- ---- ----'tl.Ll..,AJC.Ll'LJCLJ_J.l,__ _ _ +IN S T ALL 80 L.F. OF 12"x0.250"WE L DED S TEE L CA SING BY+---"-----1-------------------l------+------------------------'-' 3 9 5 A UGER BORE OR PIPE J A CKING WITH 3"RE S T. JOINT 3 9 ()-'--------------------+- CLASS 250 (MIN.)(IP S EQUIV OD)C A RRIER PIPE, C AS ING +-----+------------------�----+-------------------------+-<3 90 S P A CER S ON 8' CENTER S , C AS ING END S E ALS A ND o•oo 0, 5 0 S EE S HEET 27 P LA N 1 , . o TR A CER WIRE HORIZONTAL SCALE r 0 1 0 · FOR P LA N VIEW o- + ---------------------- ---i:=�t========== so.ci- ========= S = R :::::: i: 1 :: 6 =: 1 =========51J.0-:======i::;;:::===::r ------------- ----''"- Ro a: ie ,s cr "-"' cR ee o aa ss o:; 1N o: c ..::•::. s -:..: R ::, RP '-' s "- o ,'-'. ,"- s +4 42 ��ct-- - - ---- 20 ,- 50.0' 50.0' 1>-- - ------ 45 . 0'---------+--------40 . 0'--------- ,� "' ,.._ er � 415-f-----------------------t---==+---------------------+------------------+::c_;<---__..j'---- - - ------- - --- - - -+415 X X ,< [ EXISTING GRADE :ii ;,., RECEIVE PIT 0 ,1 o;------------------ - ---t-----1c+---------------- ----+-----,;______________+:,:,CL� -,- -f-f-+--&'tc.J<S:W.i<&Ric----------------+,,10 JI 40 -,: 4.0' - - - -i=.-----+-----_=i - <C � ';;" '--...... / / �--14.0'- ·t- -14.3' ------- ----- -------------------- � mW.mW.m'7'7W.mw.mw.w+�--+----'- ..__ +--- ✓ c-"'------------- 9 _ 0 ,-------------l------l------+�¼l----+------------------l--4os ii 6.6' 0 7.4' ...J TOP OF CASING 400.1' I g 00 � w > 3s s-1-- -------- --l-------- -+IIN S T A L L 100 L .F. OF 16"x0.250"WE L DED S TEE L C AS ING BY+---"----l-------------------+----l- ---'=-------------------h3 s s BORE PIT- -� , , , A UGER BORE OR PIPE J A CKING WITH 6"RE S T. JOINT 40 L.x15 W.x10.5 D. 3 , o --1------------------+C LASS 200 (MIN.)(IP S EQUIV, OD) CA RRIER PIPE, C AS ING S P A CER S ON 8' C ENTER S , CA S ING END S EA LS A ND TRACER WIRE +--------: o -l • o"' o ------------------'------,, . -!: 5 -:- o ------------- S "'E=E"" S :-:- H -,, E "' E "' T = 7 -=p:-:- LA ...,-, N ,.. 2 ,,.....- 1 •6 0 0 390 HORIZONTAL SCALE 1"=10' FOR PLAN VIEW 4 3 42 42 41 41 40 ' 40 SR 161 ,. + -...._ 40.0' RECEIVE PIT "' c> ' -· \ - -· . ·- . 0 \ -�--- �-------------------- "' ------,------- ------- 3.5' !,- - - - �/4 - 4.0' I + i2Y TOP OF CASlt G 415.3'--' + IN S TA LL 80 'LF. OF 16"x0.250"WE L DED S TEEL C ASING BY A UGER BORE OR PIPE J A CKING WITH 6"RE S T. JOINT CLA SS 200 (MIN.)(IP S EQUIV OD)C A RRIER PIPE, CAS ING + S P A CER S ON 8' CENTER S , C AS ING END S E ALS AND TR A ER WIRE 0+50 14.0' 14.0' 8.5' / 0+00 HORIZONTAL SCALE 1"=10' - 40.0' - - - - ----- - 4.5' I TOP OF CASING 412.9'_/ ,. "' -...._ "' w . � - 0 "' • CL "' CL w �/,7//1//, � V////////// BORE-,, - -· P R OJECT CR O SSING #7 R R P 507 75 - SR 161 &CR 50 N. INTERSECTION 77/7 /7 k EXISTING GRADE ///// 7?7?)7/7/7/7///////I �� 1/////////////, '.17/ / �� PIT / e• - .,, . ... ... ·- -· ' - --------, 3.5' 3 0 25 0 20 JI - " w "< 15 o 00 " < 10 � OS w > 0+50 00 S EE S HEET 28 P LA N 1 1•00 FOR P LA N VIEW o- r-----------------------,----,-,---------------- S = R _,_r 1 " 6 ::_: 1 __________________ -r--.---------=-=--=- = -- -.!:'� RO "" JE " CT � CR '::f 0 :' 55 ,-!: I N ,'- G c; #6 ,-' · � R ;, RP :,; 5 � 07 ':: ,2 "- 5 ,-4 , � w •J RECEIVE PIT SR 161 & W BASE RD. -...;f<.f--------46.0'---------+----- -----54.0'- -- -+�--ii "' lf- 1 - � � H 5'L.x5'W.x9'D. INTERSECTION 4 5 5-j------------------------+----+--------40.8'------ - ----------44.0'---------+ -,-- --3,g '}--- - -11:h�------ ---------+-4• 5 5 � ------ ____L EXISTING GfU\Ut 4.0' - � --...-- ------------ - 0 45o-:J:- ---- ------:-----------+--�� CL +------=� =C..::: -=-___!� :: :: == _ ==. '=.'=. ':i �'=. '=.'=. '=. =====:!...2 - � - ::c...._.,,,_�_-+ ---,, _ --� - ::..:..------h\JCL;.--""'1�--f��:jtjJ-------------------:t:...so,_" 3.5' 4.0' <( - - - 14.Q' 15.1 '--- - � <( W II 44 44 BORE PIT --� 1- TOP OF CAS NG 445,9' "! 45 � TO OF CASING 441.7' IN S T ALL 100 LF. OF 16"x0.250"WE L DED S TEE L C AS ING BY A UGER BORE OR PIPE JACKING WITH 6"RE S T. JOINT �40 ocw> 4 3s-t----4tlltrl!.WC-x'F&.-------------+---+------------------I----------.J.C L A S S 200 (MIN.)(IP S EQUIV OD)C A RRIER PIPE, C AS ING +----------------+--43 5 S P A CER S ON 8' CENTER S , C A S ING END S E ALS A ND TR A CER WIRE 43 o--J. -------------------------,-l:,:----..L-------------------+----------1..:..:.::::::..::_:.:_::..::.:.:.::._____..__f-f--------__j-----=--=-----+<30 - 0•5° o•oo o,,o S EE S HEET 7 P LA N 1 1,00 HORIZONTAL SCALE 1"=10' FOR PLAN VIEW NOTE: IT I S THE CONTRACTOR S RE S PON S IBI L ITY TO VERIFY L OC A TION A ND DEPTH OF ALL EXI S TING UTI L ITIE S PRIOR TO IN S TA LLA TION OF BORE S . • REVISIONS BID SET C 2023 Midw,:stern Engin�-crs. lnc. 802 West Bro-,dw"y Street P.O. B<J.x 295 Loogooicc. lndi:,na -17553 DATE NOV. 2023 DESIGN J.W.W. DRAWN K.J.G. Q.C. CHECK PROJECT NUMBER 2017043-01 50 50 OF 54 I FlLE NUMBER 43675 I Do Not Use Plan Previews for Take Off