Midwestern Engineers, Inc. Plan Preview

0 :z: ! 11 Q --.. Q 2.1 ::: --.. :i: Tl " " "' < � < M Q ..i :ii z " w in " 6 z 0 " z �§ •o -a M� ':; c i N • 0� ,- ON "" .o �· .� Ow -� &' g; N O eU zZ 0 ' 0� 6� O N -5 5 , . <• 1- w w 0::: 1- (/) :c u 0::: ::i :c u ±532.44 5 3 2. 30 ±532 46 0.63% 27 DO' I I I / 5 33 . 19 533.15 0. 72% 540' 0 80% 5 01' 53 3 .28 5 33 24 1.0 0% 6. 0 2' 5 33 .24 \ 5 33 18 \ \ ' ' 0 0 + N ' ' 0.45% 3 3 8 9' ' ' ' 1. 00% '\. 27 38· 5 33 . 00 I I / / '--- ---- ---�2.91 N ---L----- -L' ----- 1 I I I : F.F.E. = 5 3 4. 0 0' : 0 _J I I I '° 0.. I I . �::: ---r-----f,:---1 <l'. i-,: I I , : [j:j I I w� I I Z O I I _J I ----,l--1b4�% !!:, o_-lll 0:::I---'----_ _J,_ :C LL 5 00' SHELTER HOUSE ADA RAMP REFER TO DETAILS ON SHEET 1 6 U o I- - <{ I- � Z 1 7 75' 5 33 .58 - � 01* 0 o 0 � ,;t lO "' "1. .- 5.00' """ 5 33 .51 0 1.86% - - - 1.40% u i=="'="'="'="'="'="'="'="'="'=¥"""'""'=aaal!i. NEW 6' WIDE CONCRETE SIDEWALK 5 33 .5 1 5 3 2.55 5 3 2.5 9 5 3 2. 10 "J. -- 5 "' 33 . "' 44-- -k'- 5 3 2.56 . 6 OD' . 1 ':!i!. oillo '#-i· 0 ° 0 8t_� .._.. -- o � l,t') • NEW ADA CURB RAMP cor--: l'co - - - ---- - - - - ------ -- 0_ 45% 40 Do• ---, -- --- I I I I I I I "' I I I I I I I I I I 1---- 5 2.5 0 - - - ------ 5 N 0 0::, _J + 0.. C') N � <{ I- 1- (/) :c w (/) Zz _J 0 :c 0 O O 00;i1 z; 1e:, 0 5 3 2.6 3 5 3 2.6 9 5 3 2.7 9 � f- J::::::::::::::::::::::::::::::::::;::::� 0 �. 2� 4 ij % �;::::;;;;::::;::::�::::::::::::::::-=J.: 0 :::'.:: 0 ::::=::' :::: 0 :9;�::::::::::::�i=::::::::::::::::::j 0 �. 2j 4 i % t=::::::::::::::::::::::::::::::::::::::::::::::::::::::::;-f=::::::::::::::::::::::::::::::::::::::::::::::::::::::��t=::::::::::::::::::::::::::::::::::::::::::::::::::::::::;-!=::::::::::::::::::::::::::::::::::j,:5:�::::::::::::=I <{ Z S: 0.24% 0.07% � Q ---------- 5 3 2 09 5 3 2.1 0 5 3 2. 1 1 5 3 2. 1 3 5 3 2. 19 532 2 9 U MATCHLINE STA. 3+80 CONT'D FROM SHT. 12 PL 1 5 3 2.27 532.77 J .,. o 5 3 2 3 2 0 o\ "' - J ::::r!!; ...,_. t:o· I 5 3 2.1 3 ±532 39 / / / 0 0 + C') ,,. __ NEW 6" STANDARD CURB AND GUTTER MATCH EX GRADE / / �, / '-. 5 3 2.22 ±532.34 CHURCH STREET -- '-. -- \ -- -- \ \ \ \ \ \ \ \ \ \ \ \ \ \ ______ __j, 5 3 2. 3 2 ±532.48 p \ MATCH EX. GRADE 31 86 5 2.5 ±531 92 / '---------- ------� 3+00 5 3 2.28 \ ) " 7.04 ° 1.11% ::��-l:�� ------- --i5ii� ---!���-_'.���\------------ --: ?i�::,..-":::::::::::::::::::::::::� ----f � 53 � 1 � 9 : 3 '._________-%�f1- --- �\ \ - -::: � '4���:� 0 � .8 � 1 ef % '- - t�:� 0 �. 8 � 1 ?' '°'--1c-��O�/' -1l-"5:1oici f- , �1�- // 0.80% 6.05' 7.65' 5 3 2 44 / 5 3 2. 09 24.62' MATCH E 4. 79% 1.44% 532 13 532.17 532·22 24.83' / b '# O # 8 � / 0 - #. oo oo tD 532. 3 4 ±532.02 - / / / 1.44% NEW 6" STANDARD CURB AND GUITER 0 .IJ') .U') I'- . o O f'-- • r-- · .-- / a;,-: r--:<.r> .,.... .... o#. og ...... 531.48 531.51 ±531.60 �� I'- "' "' 0 55% .55% 7. 99 ' MATCH EX. GRADE FIRST STREET 5 31 .8 3 0.80% 5 31 . 33 0.80% 24.62' 5 3 1 3 6 ±531.44 5 . 03 5 3 1.55 ±531.56 0 0 + l!) 5 31 .5 3 0.89%1 0.89% 17. 1 8' 5 31 .68_} 531.71 ±531.68 % 1 11% 6. 0 5 3 1.75 ±531.74 MATCH EX. GRADE 1 11% 5 01' 5 31 .75 ±531.81 ±531.81 MATCH ±531.81 0 5 CSX RAILROAD OBSTRUCTION FREE ZONE I 1 2' (I) I U; I I I I ' ) SIDEWALK DE AILS I I!? l:2 ,.... .., z C[ 0 � .... ...0 C, :IE: li:i O .... 0 i'.: 0 ..: 0 z Iii '""" i5 :IE: :c C;,:.. u .... :iil z :::::,0 � C[ :c >< � ... u ,.... REVISIONS -.• BID SET C 2024 Midwestern Engineers. Inc. 802 West Broadway Strecl P.O. Box 295 Loogooti:c. lndi«nu 47553 DATE APRIL 2024 OESlGN TMK DRAWN DRKi'MKW Q.C. CHECK CWR PROJECT NUMBER 2022115�00 1 2 12 OF 20 FlLE NUMBER 43466 I Do Not Use Plan Previews for Take Off