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HomeMy WebLinkAboutPD1980-50 0 0 W W xx ww x x 0 o Z4 lala >- OW ti > �o 7IX -JJ.JF- N d ¢ K -J a_ 0 00 Z 0 x 0 LLJ ezLi. - CL. NOTE BOOK 0 z Sta. 0/3/ to Sta. 0188 Construct 422.89 SY. 6"PC.C. Pavement and 92 LF. 6" /ntegro/ curb SM. 0.57 Remove & Salvage 32 L.F /2" C.M.P. Kansas Ave.' Coos/ruct /24 L.F Header L.P. Gos 108.5 Ometer pit 0(00 119.5 3/50 T.C. 3/.40 3TC Sic 0157 R1 Remove & ',rub 2 trees /2 „ to 24 Sto. 0 / 49.5 R1. Light pole to be moved by others //o 108 80/ S. Konsos 3 1/6 )/2 125 129 /65 50' 3/.5OT.0 3/00 -h 157 11/ 11 11 11 111 11 II �L156 1495 •9% 1575 3/00 3/.50 re. !!'57 3100 3/40 31..00 0 31.50T.C. /66 162,5 50' 88 1929 1978 188 iric Railroad Company ao J) DAYS 47' 3/.62T -C. /x`00 3/.27 5 44' /5' 139.5 Sta. 2/58 Lt Cons/rust /8/ S.Y 6" PC.0 driveway v7 166 132.5 764 153.5 '9' 74 139.5 148: 153.8 156TC 14114 R.R. crossing sign Sto. 2 /0/ Rt Construct 25/ S.Y. 6"RC..C. driveway pacific Mime°ny Go /9 Railroad (L) 29.66 1955 /07.5 114 113.5 pelwy ST JOSEPH 2nd ADD. Swinge 29.2/ 29.3/TC. 1475 1Sto. 2158 Lt Remove & Salvage /5 L.F. /2"C.M.P V7 199.5 734 5 Kansas 3 1853 109 44' 1/4 2 132 (r) 44' James R 728 afford /6 172 183 q:20 44' 189 99.5 28.99 173.5 /66.5 /95 Lt2) 1/0 132.1 28. 4) \j 3/45 5/W stub re. 174 (6 140.5 /40' Swing'` Ruth 127 151.3 735 S. Konsos Sta 2/66 Adjust manhole to grade /73.5 174.3 l8/ 29.08 re. 3( 00 28.68 Sta. 3/94 Lt Construct 2277 S.Y. 6" RCC. driveway Remove & Salvage /5Z.F: /2" 0.. MP 99 185.5 700 ,28.037:C. 28.78r. C. t/3 ()meter pittP.5 /95 Sto. 2/86 Rt Construct 39.42 S.Y. 6" P.C.C. driveway 134 28 5 6 4(00 2763 LP. 6os Y 28.25T. 149 144v 3160 S/W stub 174 PS 190 2773W. 199.5 28.36 5' 727 169 W StrUss S rUa K Jos1el Sto. 3139 RI Construct 23.8 SY. 6"PC.C. driveway PAVING DISTRICT No. /980-5 Kansas Ave.= F Street to E Street C/TY OF HAST/NGS ENG/NEER/NG DEPT. designed by =mason drown by = kottwitz osby//1s=6/7/83 *scale = /IC 20' contractor=Werner Cons/. date comp= April /98/ type = 1Sta/ t 59 /o Sto. 4/00 Construct 830,2 SY 6" .PCC. Pavement and 482 L.F. 6" Integra/ curb. i Sewer & water stubs to be built at locations shown TB.m. w/tock 401 Lt. Ste. /t00=E/ev. /930.27 ii /93% /930 /929 /92 0 30 /929 /928 /927 tg /927 0 '3, '6/ '88 /#00 150 '59 2100 HIGHWAY FEDERAL AID SHEET PLATE 1 -SINGLE PLAN AND PROFILE -FULL DoT WTFI FnYNE PRINTED IN U.S.A. 150 3100 '50 4'00 Pg./of2 00 ww Y � wo ww s 0 0 Z< UJ 0 w >w- > - Z w cco �D.<•na¢a: ettJ NOTE BOOK 0 x >- W -1 Inc a. NOTE BOOK 0 z Sto. 418/ Lf Remove & So/voge /5 L.E. /2 C.M.P Construct 25.67 S.Y. 6" PC.C. driveway Sta. 51// Lf. Remove 43 L.F. curbing Copstruct 30.33 S.Y. 6�PC.C. driveway Kansas Ave. Sta. 41/2 Rt. Remove & Selvage /7L.F. /0" C.M.P Construct 32.7 S.Y. 6" P.C.C. driveway Sta 5'60 Rt. Remove 6 So/voge /4L.F /2"CMP. Construct 2/.53 S.Y. 6" PC.C. driveway Sta 5l// Rt. Remove 6 So/voge /5 L.F /2"CHIP C9,nstruct 4.8 Sr 6 P.C.C. dr/vewoy 132 Jose h LRRobe iss 80nn e 13 133 7/8 Kansas 148.5 157.5 139 137 L.P. Gos (?)/32.3 ST JOSEPH 2nd ADD 182 142 149 100' 137.3 4) 125 276/ 27// 152.3 /04 194 /77 t87 199.5 17 106 7/4 Kansas 123 120 103 LaV0! JoYoe 1/4.3 L .4 8 143.5 A• 8• 1e haft J• 81 en 153 et/ J 153 26.987.V. 500 2658 104 277/ r. c. f 105 / 8 .5/6124 2730 174 2668TV 5 I 2654 ,/9 /41 t80 Sta. 5t95 Lt. Remove 6 So/voge /5 L.F /2"C.M.P Construct 2389 S.Y 6' PCC dr/vew' 708 Kansas 163 166 186 173 170 Ado O' Jessk0 6T.C. 26.06 1545 T.C. 26.39 ,84 5 90 1995 !/3 Sta. 6152 0 Remove & So/voge 27 LE /2„••C.MP construct 50/6 S.Y 6 P.C.C. driveway 137 704 Kansas 123 NS 5 119 Ilion Eu ene 40 dt Br �r9 ngard ► D• 50' pqC 119.5 135 stepping stepo/ng stones° 0 25.93 T.C. /48 /51 161 100 190 700 Kansas 172. 180 /7517, mew 50' /3 164.5 600 2553 73 113.3 2563V. n4 11►' 176 ster 1915 CO) 199.5 1/5 2 .4/ 7C. 24.6/ W. 1/6 66' 13/ Fez 159.5 66 t 0 1p8 _ 7 25.79 134.3 to 4s% 25.0/ ,66.3 T�100 N /03 50' 116 !/9 129.5 132.5 723 Kansas IVV JasieI K stU Ss A & 150 152.5 146 i 1 r62 1JJ 5 8 165 Q /80 185 7/9 Kansas N /69 8 KoePke William KoePKe Rogge O Dole Lorra� 1 129.5 /06 116 1/9 7/5Konsos 99 /04.5 GUrneY &ec46 ,93 134.3 Ellenl E Oelschlag ie RtE THS SUB 50 & �aterg Katzberg /0 101.3 164 182 103 7// Konsos 169 ,96 e► 501 8• gash & �1 8oc / / /2 130 /16 Sto. 5160 Rt Remove 6 So/voge /6 L.F. /0"C.M.P Construct 2/./ S Y. 6" P.C.C. drivewo 127 /29 323W.E 165 Sta. 64/9 Rt. Remove 6 So/voge 20 LIE /2" C.M.P. Construct 20./C S.Y. 6 P.C.C. driveway '00 /04 1/3 133 0) 150 151 6' 163 166 8+ 00 0 1j PAVING DISTRICT No. /980-5 Kansas Ave = F Street to E Street C/TY OF HAST/NGS ENG/NEER/NG DEPT. designed by = Mason drown by = kottwitz asbu//ts= 6/7/83 scale = IC 20' von troctor Werner Const dote comp =April /98/ type= Sta 4100 to Sta 61865 Construct 986.83 S.Y 6" RCC pavement and 573 L. E 61 integral curb. TB.M. Is3= Sta. 7100, Hub w/tock 4/' Lt. E/ev. 4926.03 /92 /928 /927 to exist /927 /92 /925 /926 rode /924 /925 1924 410 150 5100 150 6100 1 50 HIGHWAY FEDERAL AID SHEET PLATE 1 -SINGLE PLAN AND PROFILE -FULL DOT 9PTELEDYNE PRINTED IN U.S.A. 7100 186.5 Pg.2of2