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HomeMy WebLinkAboutR1994-1075'-V 25'-C 18 38 TC 18 20 TC 1803 TC 18 88 FL 18 70 FL 18 53 FL Phase Sta. 300+43.5 to Sta. 308+43.5 1885 TC 1835 FL 18 88 TC 18 is FL 18 50 TC 18 00 FL 1833 it 1783 FL 9 25 CI. 8 O 19 ' CL 1880 CL 8 qq+ 8 18 712 CL -0 352 1855 Cl. 39th Street -0 35% 18 CL N n 18 14 It 1744 FL 18 01 CL CL e 8 17 17 1780 Build Concrete Header It FL 1781 TC 1741 FL 17 78 CL CLQ 17 85 TC 1736 It 1715 FL 1888 F. 8 + en 1712 CL -0 6252 17.23 CL -0 825% 1704 It 18 73 TC 18 54 FL 18.23 FL 8 0 n 188 CL 18 80 CL 18 42 TC 15 82 FL 8 1821 Cl. '888 FL '838 TC 1922 18 70 FL 18 53 FL 1820 TC 1803 It Existing Grade 1835 FL 18 85 TC 1818 FL 18 88 It 18 00 FL 18 50 TC 17 83 FL 17 64 FL 18 33 It 18 14 TC Sta. 305+00 to Sta. 308+43.5 Build 1412.2 SY r 479 Pavement Build 887.0 LF 6' 479 Integral Curb Build 37.0 LF Concrete Header 1741 FL 17 81 TC 1744 FL 17 84 TC VC 81 VPI Sta 308+50 VPI Elev=1917.85 L=200' MO= -0.07 Elev=1917.78 17 15 FL 18 88 FL 17 85 TC 17 36 It 1854 FL 1623 FL 17 04 It 18 73 TC 15 82 FL 18 42 TC PROJ. 3744 street PROJ NO is ty - /o OESCRIPTIOM Hastings City Engineering MX ir1' WE C8TNC70E DM ET so MIN BY UIUILTS ORN. NO. / Of 1922 1920 _ _ 1920 1918 1916 C.3 4 Cu 305+00 Proposed Grade -0.35X CJ.1 U V 0 CU h 171, .- cad cal +50 306+00 +50 307+00 +50 308+00 17.81 END PROJECT STA 308+43.5 +50 309+00 -0.625X V N ,/ n d d r d 1-o -Ora•egp -IV01 04• * 1--4 - - +50 310+00 +50 °°t-Fk� \rte` e a �; DAVID L "• KA" =n ° ) V -3 d`• • 2 0 1 1918 j 1916 311+00 ilii l aq NO 1Mue ry f.uf NOuw C a 1922 1920 1918 1916 S. 5/8" REBAR 00 CR is 03.01. CTP 3 N 7.85 H 1 22.53 M .£L,90.00 N 0 o o n CO N N -2% 20 67 CI. 1, ICY U 0 N O •r 20.98 TC 20.48 FL 20.94 TC 20.44 FL Phase I Sta. 300+43.5 to Sta. 308+4.3.5 20.60 TC 20.43 TC 20.25 TC 20.10 FL 19.93 FL 19.75 FL 20.08 TC 19.90 TC 19.58 FL 19.40 FL 19.73 It 19.55 TC 19.23 FL 19.05 FL 25•-0' 75•-0' 19.38 TC 18.88 FL 19.20 TC 18.70 FL 20.6 r CL 20.65 CL 8 n 20.47 CL N -0.35% Off - o N N -2% -2% 2 37' 99 CL ON N 0 N Existing Grade Proposed Grade ETTE N N S. (N O -0.35% C 20.30 CL 20.+2 CL -0.35% 8 + O n 19.95 CL 19.^7 CI. 39th Street In 19.60 CL 8 + In 19.42 CL 19.25 CL 8 + 8 19.07 CL -0.35% 20.44 FL 20.10 51. 20.94 TC 20.60 TC 20.48 FL 20.98 TC 300+43.5 R 300+00 C.) it at N N 19.93 FL 19.75 FL 20.43 TC 20.25 TC Note to Contractor Intersection on 1994-9 19.58 FL 19.40 FL 19.23 FL 19.05 FL 20.08 TC 19.90 it 19.73 TC 19.55 TC Sta 300+43.5 to Sta 305+00 Build 1,876.7 SY 8' 478 Pavement Build 913.0 IF 6' 478 Integral Curb Remove 37.0 LF Concrete Header -0.35% 41 d V V C.1.1 -1 V shitN 0 W N:*�M to NN NN -.CU N 07;44�N +50 301+00 +50 302+00 +50 303+00 +50 304+00 • 18.88 FL 19.38 TC 18.70 FL 19.20 TC 39'145f, ell. PROS. NO. /99y- io DESCRIPTION t. Hastings °b' Engineering aON I1 •�'/ ry/JDRN_ DATE CONTRACTOR NIT /4OfisR° RPM IT an ORM NO. a of it�•• • iW 1 DAVID L y: WACKER tot E-5090 a••• 00 as� +50 305+00 ya 5 5 x 0 6 i 0 • 1922 g A 5 1920 1918 1916 z 0