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Home My WebLink AboutWAH-3800 m 00 W W Y Y o wW = 0 WW W W L > Z 0 CCo na ¢¢ —J CL NOTE BOOK WABASH —1 /030 S. Wabash 65' 8400 T. B.M. = /9/6.38 Nail in power pole Sta. 84 /0 east side Wabash Ave. W/V F/H 60' R.O.W. KENT ST. /022 S. Wabash 82' 12" Cost •tor Sevita) Drive -/n Theater N 4" Low Pressure IF.IO To. 9400 /0.00 15.93 (2. /0/6 S. Wobosh 70' /0/0 S. Wabash 65' /5" Sanitary Sewer /6.30 rc. //+00 15/B i 6 II 0 I I \I /O I ksz 0' III III /20.21' /0/ I.y "H" /2+00 2/" R.C. P. Wabash Ave. Storm Drain No.= Wo -H- 3- 80 CITY OF HASTINGS ENG/NEER/NG DEPT. designed by= Mason drown by= kottwitz dote= /1/79 scale=/ 20' contractor =Wm. Anderson Cons! asbul/ts= 9//8/80=kottwitr dote comp =9//2/80 type = inter= conc. t 1- /3+00 /6. 4-V s$— o at = a = a =. {, a a .s s a �� = — W g/a g/a 60' 50' .Q Cet10. LV• OII Q CO 'et) i0 fS 50' 14 tic ayv; O� N .Q00 *0 N� VE! Ncs 043 0 50' 50' 50 50' -SANITARY SEWER -GAS -WATER AVE i v �S K : /9/6 EX/ST. GRADE /9/6 • 19/5 /9/5 /9/4 to /9/4 • /9/3 s /9/2 !9(2 2• •cast water - • to • Dr/ve• /nn (west -side /9// /91/ J • enter (e0st4ide)............IL ' /910 /9/0 /5r' N: 81-00 9f 00 1-50 4t,'' ( N. to •F O /0'1.00 *50 HIGHWAY FEDERAL. it) SHEET PLATE 1 -SINGLE PLAN AN PROFILE -FULL DOT WTELEDYNE PRINTED IN V.S.A. *50 *50 1 /1+00 /2+00 /3+00 page/ of 3 q 0 U O ww X ww S= U U y WOW - >w} >- w CC _o �QJI- if: Q C acC J C - NOTE BOOK z a 0 U O a NOTE BOOK O 2 CaI� \- v0tt Q (D w Oicti h o� • �N N N h V WABASH 2/" R. C. P. /20.2/'' N 03 60'R.O.W. I co O I a II easement /00 W •H" i To Orive-/n alp. Theater O er meter pit /3300 /6.75 T.C. /4+00 /6.08T.0 59. T. 8. M. _ /9/7 70 Nail in power pole N. E. corner "H" & Wabash ap qer d' Cl 0 60' R.O.W. • /6.40 rc. - —t a :a Pin /27' /03 Paul St gas Lc) ai a s .9/0 /29.6 /6' /5+00 las 6" Water Main --S - SESSAS 4 s randoit /ow pressure a 4 01) /5" Son. Sewer /6+00 I iI III 6" Water Moin W/Vi 59.80' 9.0.W. J /27' Sa=o 60' R.O.W. a co c 0 pin : /27' underground • sprinkler /74 00 /27 AVE Wabash Ave. Storm Drain No. -Wa - H- 3- 80 CITY OF HASTINGS ENGINEERING DEPT. designed by = Mason drown by = kottwitz date = ///79 sca/e = /": 20' contractor =Wm. Anderson Co st. osballts= 9/22,kottwitz date comp = 9//2/80 type = inter = conc. Sanitary Sewer Gas Water ts v K /9/7 a to to /9/6 /9/5 ./9/4 /9/3 /912 /9// GRADE /9/7 .1909 /908 2--Woter(west• It • /5.." 450 *50 I-" #50 350 /9/6 /9/5 /9/4 /913" /91e /9.// 1910 /909 /908 /3+00 /4#00 HIGHWAY FEDERAL AID SHEET PLATE 1 -SINGLE PLAN AND PROFILE -FULL DOT /5 +00IeTELLEDYNE PRINTED IN U.S.A. /6+00 f /7100 page 2 of 3 w 0 o 0 a 0 0 z WABASH T.B.M. = /9/8.60 Nail in power pole S. E. corner 'G" & Wabash /04 Paul St. \t- 'sr - a /2f' t garden Pin /6 f underground • sprinkler underground • sprinkler • yn;argrnund spr/nklar 4" Low Pressure 902 Wabash Gas 0 /27' N Ns - a 6" Water Main -- =r_ — ----- 6 /5" Son. Sewer I I 4.4 I4a %✓ R.O. 0 L) 0F(H r-` 0 850 Wabash 4 Low Pressure /7#00 '/8r00 19,400 127' C) to /6' Coi gl PC 4fr-z-s g/a 20i00\\ \\\� r 60' R.0 -W. .9/0 2/ -+OO AVE Wabash Ave. Storm Drain No.=Wo-H-3-8O C/TY OF HAST/NGS ENG/NEER/NG DEPT designed by = Mason drown by = kottwitz date = ///79 sca/e = /"=20' contractor -On Anderson an osbui/ts=9/24/80 kottwitz date comp =9/12/80 type =inter-=conc. Son/tory Sewer Gas Wafer Storm Sewer /9/9 /9/8 /9/7 /9/9 1918 1917 /9/6 /9/5 4 /2/6 N 3 b /9/4 /9/3 m 3 /915 IC 1-50 150 /7+00 l8100 1 HIGHWAY FEDERAL AID SHEET PLATE 1 -SINGLE PLAN AND PROFILE -FULL o /9 4,00 WTELEDYNE PRINTED IN U.S.A. +50 +50 r 20+00 2/1-00 page 3 of 3 co co LL. 0 ta- NOTE BOON z Kent Street K5 0' /6.00 2/" R.C.P. 66' Raw /022 Wabash Ave. /07 West Kent St //7 West Kent St: 205 West Kent St. 65' sgwrcilo sio S 209 West Kent St 651 sgsvftro 5/0 - NOTE - Contraciof may hove to Relay C2-' Son/tory Services See Project Engineer 24" R.CR N/s z /coca E/w 778.M. = /9/6.38 Nail in power pole East side Wabash, Sta. 8i/0 01 66' ROW /0/6 Wabash Ave. 08 West . Kent St 202 West Kent St. 2/0 West Kent St 2/4 West Kent St Wabash Ave. Storm Drain No.= Wo- H- 3- 80 CITY OF HAST/NGS ENGINEERING DEPT designed by =Mason drown by = kottwitz dote = 2/80 scale =I" = 20' controctor =Wm Anderson Const ash/11/.9=9/30/80 = koftwitz dote comp=9//2/80 type =infer =conc. Wafer Son/tory Sewer /922 /922 /920 /918 /9/6 /9/4 /9/2 27" RCR /9/0 0.6.914 /908 It to to -4 CZ) 10 43 Qi -4 100 +00 150 101+00 150 r 7'50 HIGHWAY FEDERAL AID SHEET I PLATE 1 -SINGLE PLAN AND PROFILE -FULL Dor 102 +00 PR"INTTEEYD"TlYN.A. It. *50 tt: II ti - 1- /920 /9/8 /9/6 /9/4 /9/2 /9/0 ED -W1* D. E N: IN g'127$ 103 * 00 104 •fr 00 Pg. / of 5 16 $ M. N. F. /2/2/ 0 0 0 Lar w c) w )_ 0 Z ca LU re 0 o ..J < NOTE BOOK CD CC NOTE BOON z - NOTE - Contractgr may hove to relay 6 Son/tory Services See project Eng/neer Kent Street 77B.M.= /922.20 Hub with tack, 50'rt. Sta. /06.+00 215 227 West Kent St. 3 co co L. 0) k (t) snio srue s' West Kent St. sotto sle 10 305 West Kent SI 30 /00 •••••••••• CcvI/on S. Service 24" R.C.R 104 00 I 70' 2/4 West Kent St 21087:C. /05+00 I DRIVE 220 West Kent St. 2183 TC. II 6 Water 213/ EC. € of Cot. /05# 58 Colorado Ave. qIfl� 3/1 West Kent St. so /32.42' 8" San/tory Sewer• - r /07400 I08400 1 /7781' 308 West Kent St. OLD WATER WELL IRRIGATION MOTOR MOUNT —1 UNDERGROUND EL EC. CONDUIT—.. 1 Wabash Ave. Storm Drath No. x: We- H- 3-80 CITY OF HASTINGS ENGINEER/NG DEPT designed by = Mason drown by *011w/ft dote = 2/80 scale -Tr= 20' contractor =Wm Anderson Const osbiet=10/2/80=kottwifr dote comp = 9/72/80 type = inter =conc. Welter Son/tory Sewer ID • /922 /920 /9/8 /9/6 1ST :f GRAD 1922 /920 /9/4 121.8 /9/6 /9/2 /9/0 !3..O2.PL /9/4 279' 94 ;1 Ic : e • 150 • 0 253 0 EDWIt D. 1311411,04 I Pt £'1V5 cts : /9/0 *50 le • 1/4.; 0 7,50 *50 104 *00 105+00 HIGHWAY FEDERAL AID SHEET PLATE 1 -SINGLE PLAN AND PROFILE -FULL Dor 106 og 'DYNE PR nine IN U.S.A. I I I I 107+00 1084-00 Pg. 2 ot 5 C 0 1.4.1 2 al 4.1 o tAl 0 C) Z LLI 0 laJ Ui F > 0 2 0 D ) a. CC CC cc NOTE BOON 0 0 3.-- Ui < 0 0 Li 0 Z 0 0 0 C) ZD Z F. 1.0 tn CC 0 < cc . 0-orow NOTE BOON Ly OPEN F/EL 0 ------ /08,-00 /09+00 //0+00 ///÷ 00 //2 4-00 7:B.M. :L. /92/.59 Hub with tack, 50' It Sta. /09 100 OPEN FIELD I Wabash Ave. Storm Drain No.= Wo- H- 3 --80 wry OF HASTINGS ENG/NEER/NG DEPT designed by =Mason drown by= *011w/ix dote r2/50 sco/e=1” = 20' contractor =Wm. Anderson Coast osbullts=10/2/80 dote comp=9/12/80 type =inlet= conc. /922 /922 /920 /920 6/940.k. /9/8 19/6 /9/8 /9/4 /9/2 1910 ff. C.P... 0 .253 (9/4 /9/2 /9/0 tansommazemesa., #50 *50 * 50 *50 108 +00 109 +00 I PLATE 1 -SINGLE ATIYR LE -FULL Dor Qac-59,),Y,^).5.A. III +00 112 +00 Pg. 3 of 5 >- a w 0 w oc wz Low o Zcc DJ 0 I4.2 >"0.1 tsl 1- a ,„ 0 Ca 0 D -J LLJ Las CC CL NOTE BOOK 112+00 I 7:B.M. = 1917.44 Hub with tack, 50' It. Sta. 112 +00 q) 1/3400 C) (k) //4400 /15400 Wabash Ave. Storm Drain No= Wo- H- 3-8 CITY OF HASTINGS ENG/NEER/NG DEPT' designed by =Mason drown by= kottw/tz dote= 2/80 scale /":= 20' contractor =Whz Anderson Const °shafts 40/3/80=kottwitz dote- comp =9/12/80 type = inter= conc. WATER /922 /922 2Q /920 /9/8 /9/6 /914 /9/2 eraiil44. /9/0 /9/6 /9/4 /9/2 30" RC Pe 0.253% /9/Q co : 1-50 150 5C) 112 +00 113+00 HIGHWIY FEDERAL AID SHEET PLATE 1 -SINGLE LAN AND PROFILE -FULL DOT •WIELEDYNE PRINTED IN U.S.A. 114 *00 115 +00 Pg 4 of 5 tu tcC- co Sc ujC) DJ 0 I I° 0 C < wow 14. D cn Q. tr act a 0 0 CD 00 Z Z co LU cc a.. NOTE BOOK ' "--t (0- 0 Q Ii i Ii (.5 Zia tal I B.M = /9/3.06 Hvb with tack, 5011t. Sta. // 5400 118 100 Wabash Ave. Storm Drain No.= Wa-H- 3 - 80 CITY OF HAST/Nes ENG/NEER/NG DEPT designed by =Mason drown by= kottwitz dote =2/80 scale =1" = 20' contractor =Wm Anderson Cons!. °skit/its= /0/3/80=kottwitz dote comp = 9/12/80 type = inter = conc. WATER /9/I (91/ 9/0 (9(0 /909 1909 / /907 0253 /908 /906 /907 aaa /906 q) cts 115+00 1-50 150 IHIGHWAY FEDERAL AID SHEET PLATE 1 -SINGLE PLAN AND PROFILE-T/1n° itTELEDYNE PRINTED IN U.S.A. "50 118 *00 Pg. 5 of 5