Midwestern Engineers, Inc. Plan Preview

0 z 0 0 0 < � 0 0 < 0 0 �· z 1 :;E Oz A -w '-·" Q !::j N � Mo' "' ........�9 t N• " ��g u .. ;: gj " • -o < � .� < ;;;� � A ow !al - " )l 90 "� 00 zO -Z � -, �□ �< �g ls"J "� <c - / �,..�_ �---4-�� - -- \ \ \ . . , . : · • . . . :: . · : · .. . . .. : . . · - :- . .. & . · ::-• · >., WALNUT ST. S.R. 56 I f 538 - ' ± �-- - - :OLP.OLE_ 530 525 520 515 510 S r.;fRAIL A in_� • :· • . ,. ,.,, • . . -�-- ,_ • ,,;. PROPOSED TRAIL A O' WIDE PAVED TRAIL - ¥ o'":%!ll DJACENT TO CONCRETE TRAIL A: REMOVE EX CULVERTS INSTALL PROPOSED BRIDGE No. 1 STA 0+72.30 TO 1+10.80 REFER TO SHEETS 42-43 FOR BRIDGE DETAILS 0 NEWWATER SERVICE LINE 0 <O " < "' <i°l � .. - .. < N 0: �f-- z " -> Cl ww� al w ' ' PROP. GRADE , '!::: EX SEWER TO REFER TO SHEET 34 rnNrn • ci <i-.N > ITT o · · o --> 0 ���� --�u > > :'. > 0.. a. :.:: ...J rnN rnw rn • O>M "· ui <i- MN •N > ITT > ITT 0 . D . . w w "'0 mo O> O> >m >w m w 100 YEAR FLOOD ELEV 519.85 ='" � � ' � ------------ ----4�- - �EX. 8" WATER MAIN • ------- ""'0 :,l A FOR ADJUST EX. MANHOLE TO GRADE (FIELD VERIFY ELEVATION - THIS SEWER IS PROJECTED INTO THIS PROFILE) ,. "'! "'! OM •N>ITT .._---::::,: g ���� 55 :: u 0..0..,;,: � ,rn ,w MITT M. ci..-; cic<i •N ITTN > ITT > ITT -□ ,.w - ., .. w .. - ir,.i mo mo rn N 0> U> t" �m >ww cij� m EX. GRADE -· "'- 0 � , EX. MH 205 , POLE •N •□ ONM> ITT "! > ::s g <(w .. t- ....J (() 0 UJw.-':C! 55�� 0. a.. :.:: ...J F F , STA:1+94.02 OFF:67.86R RIM:516 56 SUMP 508 51 INV IN:508 51 8" Ductile Iron ----------= l<:f I -REMAIN IN EX. 36" CMP ' EX. 48" STEEL INV OUT:508.51 8" Ductile Iron j:: SERVICE EX. SEWER CULVERT 505 CROSSING THIS TO BE REMOVED N ALIGNMENT "' � ., n n � .,, 0 .,, N N N N "' "' "' o+oo 0+50 CULVERT TO BE REMOVED n n "' r--- "' .,. ro C') ro n � � N N "' "' "' "' 1+00 1+50 HORIZONTAL SCALE 1"=20' VERTICAL SCALE 1"=10' ' r--- N "' "' 0 r--- "' N a, � � N � N "' "' "' "' 2+00 2+50 "·------' PROPOSED TRAIL WAY FINDING SIGN REFER TO SHEET 47 �, ./,.' >) " x \J , ,,,_ � � � \\ '� ------ PROPOSED 12" STORM DRAIN REFER TO SHEET 24 - '• .M " ,- >NN<f) u:i w 530 w 525 520 515 510 � 505 - - s?HANCOCK ST. I SCALE: 1" = 20' .-------f-------...0..,.-------'t-----------� 0 10 20� • � REFER TO SHEET 19 FOR 1/ PARKING LOT DETAILS Pl=3+56.84 �=51.1220 R=S.19 T=2.48 L=4.63 � E=0.56 / N!20!471.05 ,1cE.3,u083�� PROPOSED TRAIL '----- WAY FINDING SIGN "­ REFER TO SHEET 47 -------- VABLE RD REFER TAIL SHEET 26 NOTES: r/, �· � ) LEGEND BASE BID 0 CONCRETE TRAIL: 4" CONCRETE ON 0 6" COMPACTED AGGREGATE #53 ON SUBGRADE TREATMENT TYPE Ill MANDATORY ALTERNATE "A" BID 165#/SY HMA SURFACE, TYPE BE ON 220#/SY HMA INTERMEDIATE,TYPE B ON 6" COMPACTED #53 AGGREGATE ON SUBGRADE TREATMENT TYPE Ill MANDATORY ALTERNATE "8" BID 0 6" COMPACTED RUBBER CHIPS ON SUBGRADE TREATMENT TYPE Ill 1. ALL STATIONS AND STATION CALLOUTS THIS SHEET ARE FROM THE "TRAIL A" ALIGNMENT 2. REFER TO CROSS SECTIONS FOR TRAIL AND PATHWAY GRADES. ' > � PLAN & PROFILE TRAIL A REVISIONS BID SET C 2023 Midwesiem Engineers, lnc . 802 Wesl Broadway Su-eel P.O. Box 295 Loogootee, !ndiana 47553 OATE NOV. 2023 DESIGN CWR I._ BDH DRAWN MKW I._ DRK Q.C. CHECK PROJECT NUMBER 2022024-05 6 6 OF 48 I FlLE NUMBER 53583 I Do Not Use Plan Previews for Take Off