Midwestern Engineers, Inc. Plan Preview

� � �· � z oc 0 C :E i} !, � � z � � I �N � �: w - � � V � \I-! II: -�� < �� ;;i ,l:!i <- �� I >Y 0 N -E £ : C �� -0"17.00U 02 � r -521.98!-- / / " 0 0 + "' ,--,-----:; __.,, <( � / l�ALL TRAIL �' - WAY FINDING SIGN ,-,, ,� REFER TO SHEET 47 I /. /rPI=3+56.- ' �=51.1220 R=S.19 T=2.48 L=4.63 --E=0.56 N1201471.05 ABANDONED MANHOLE AND SEWER MAIN TO BE DEMOLISHED TRAIL A INSTALL PROPOSED BRIDGE No. 2 STA 3+64.25 TO 4+84.25 REFER TO SHEETS 44-45 FOR BRIDGE DETAILS "' N " "' + '" II to PROPOSED 12" STORM DRAIN Cf) - "' " REFER TO SHEET 24 <( '" w oi a: - C!J "' w II 0 > w -a 0 ' 53 PROP. GRADE 5 PRO BRIDGE GRADE 52 -, 0 520 � - ' ' ' - ' ' 5 ' 100 YEAR FLOOD 51 ELEV 516.38 51 0 ,- 505 / EX. SEWER TO REMAIN IN 500 SERVICE 495 .,. r-- - <D 0 N "' 3+50 I ' REFER TO SHEET 19 FOR PARKING LOT DETAILS � � / /, EX. HOUSE'--- // ,---- -- - 1 _ ----...._ - 7 "' .. Mart i n�� __./ _.,.,.,-- �---// , � 2-03-304-0v' \ 000-002 - - ----""' .allo, Altolu 59-1ff} / 4-014 000 , �' Joslyn M & Althea U Clam,, h&wf 59-12-03-304-013.000-002 PROPOSED TRAIL A 10' WIDE PAVED TRAIL t � � Harner. D � R & Li � / Harner (ff&wf) / � 12-03-304-012 000-002 ✓- ------------ ___./ I L TRAIL INDING SIGN REFER TO DETAILS ON SHEE � T � 5 �-;:;-i. Pl=5+06.24 �=3.0856 R=369.34 T=9.95 .6.=14.4181 R=108.41 T=ll.71 L=27.28 E=0.86 N1201550.69 EJ083930.22 ., N " '"'" + '" II <( f- Cf) "' <( w a: C!J w 0 <( � / T 47 D LE REFE 0 0 '" 0 + " II <( f- Cf) - "' " - <( ro w - a: "' C!J - "' - ro - "' II W 11 0 � > <( � = '[f!#l!! ADJUST EX. ""--''1 MANHOLE TO GRADE ADJUST EX. MANHOLE TO GRADE � EX. MH 192 ' ---- � STA:4+40.24 OFF:0.85R ' EX SEWER L=l9.89 E=D.13 N120!523.27 E3083909.55 "' 0 N 0 " 0 "' '" + + " " II II <( <( f- f- Cf) Cf) ::::i::: �::::i::: ,._ - <( "'"' "' l1J <:;tW " � .,--(( - j � - ' ..un.. o ,. I) RIM.514.29 SUMP:505.26 CROSSING THIS INV JN.505.26 8" Ductile Iron ALIGNMENT INV OUT:505.26 8" Ductile Iron n co - co n r-- - - - n co .,. <D n .,. - - - "' - "' - "' - "' "' "' 4+00 4+50 5+00 " '" CD '" ci N "' - + "' � - • - EX. GRADE ' ' ' EX. SEWER CROSSING THIS ALIGNMENT ' - N ..,_ - - N "' - "' 5+50 HORIZONTAL SCALE 1"=20' VERTICAL SCALE 1"=10' Harner, David � /& Lisa A / Harner (t'l&wf) 59-1 �::, �11 o i 602 ,,--- Pl=6+30.58 �=6.9171 R=112.55 T=6.80 L=13.59 =0.21 , I PI=6+ "" 48 :"! .9� 4 "1 �=8.3189 R=94.11 T=6.84 L=l3.66 E=0.25 " 5 00. CH REFER TO DETA HEET - • TRAIL A: CTION LIMIT LEARING TRA PROPOSED RETAINING WALL•�--,_=.=�·-:: :: PVI STA:5+90.64 PVI ELEV510 99 K20 77 LVC:80.00 " � "' N N -- "' - "' 6+00 REFER TO DETAIL SHEE� LEGEND 0 0 BASE BID CONCRETE TRAIL: 4" CONCRETE ON 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 " " "' - 0 - '" - + "' ·� � ' EX. SEWER CROSSING THIS ALIGNMENT m N 0 -- "' - "' 6+50 530 525 520 515 510 505 500 495 NOTES: 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 I REVISIONS BID SET C 2023 Midwestern Engineers. lnc. 802 We.s1 Broadw�y Streel P.O. Box 295 Loogootee. Indian� 47553 DATE NOV. 2023 DESIGN CWR !_ BDH DRAWN MKW !_ ORK Q.C. CHECK PROJECT NUMBER 2022024-05 7 7 OF 48 Fll.£ NUMBER I 53582 Do Not Use Plan Previews for Take Off