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HomeMy WebLinkAboutPD1999-520' NORTH Scale: 1"=20' 0' 20' 40' 60' r1 r NA rV REMOVE CONCRETE HEADER Station to Station Side Lin. Ft. 1+00 LT/RT 36.08 LT & RT 1400.0 1+00 - 4+50 BUILD 8" P.C.C. PAVEMENT 47B Station to Station Plan Side Sq. Yards 1+00 - 4+50 331 LT & RT 1400.0 1+00 - 4+50 301 RT 350 BUILD 6" P.C.C. INTEGRAL CURB 47B Station to Station Plan Side Lin. Ft. 1+00 - 4+50 301 LT 350 1+00 - 4+50 301 RT 350 0 -o v ADJUST MANHOLE TO GRADE Station Side Distance 2+45 RT 10.0 192 1924 1922 192 m r tri A m --X-- 111 -XF m -n r III a' UI Ill 0 r r A a0 0 m -i r a 12) Ft EL=1914.67 Ft EL=1914.54 Ft EL=1914.48 Ft EL=1914.68 Ft Ft EL=1914.76 EL=1914.80 r B rn 0 NOTE: Utility work to be done by Hastings Utilities. Q -o v NOTE: Approximately 4793 Cubic Yards of Excavation will be derived from the construction of this Project. Excess Excavation shall be property of the City of Hastings and will be disposed of on site between 38th St. and 42nd St. for future extension of Osborne Drive West to 42nd St. x 4- <1 Co 0 z x I {hy J O r E ` " EL=1 Ft =1916.89 Ft EL=1916.61 =1916. ` EL=1917.05 917.52 V 4.80 EL=1915.39 914.88 1+00 r to h Osborne Drive West m 0 cn 0 co m r 1/47 T.B.M. = F.H., North Bonnet Bolt in Assembly of God Church P. Lot Elev.= 1924.71 r- rn r II at u�� Ft ko UI B kCI YI UI r^ HI ro UI IU UI EL=1915.59 Ft EL=1915.59 0 Ft Ft EL=1915.33 EL=1915.25 91 5.14 m r, r r " X EL=1915.16 Ca V 1g73•31 EL=1915.58 4L'48£L=N X EL=1914.75 0 EL=1914.88 Ft -19112.4 -11 4L`I91S21 CL o x EL= Control N=7467.12 E 474 To Ig 18.9 F, 16 Assembly of God Second Subdivision Block 1 16,7FL ,41 9 TC North Shore Assembly of God Parking Lot (Concrete) 3+00 r s X EL=1919.49 EL=1919.33 (1919.83 EL=1 Ti 7 17,27 Horizontal Curve: Sta. 3+29.6 P.I. R=443.13' Ls=19' 12'45" T=75' L=148.59' C=147.90' E=6.30' / / =1919.96 Sw \�\^ EL=1920�33 1751 To / / 17.67 Tc 1j74 CL 1627FL 172 X EL=1916.72 X EL=1916.39 X EL=1.5T3.9r FL 17.37 FL »38 CL _ 17.� 17.74 CL 17.01 FL 17.51 TC Hwy. 281, Tom Osborne Expressway EL=1917.86 17.17 FL 17.67 PPin N = 7649.34 E = 9748.32 / 4+09- / / / 18.07TC 18.10TC 17.57 FL 17.60 FL ..._ I 17.94 CL 17.97 CL 17.37 FL 17.87 T I- 17.57 FL 17.60 FL 18.07 TC 18.10 TC / / / Existin. Sanita Sewer 18.47 TC 17.97 FL 18.34 CL _ -I 17.97 FL 18.47 TC X EL=1920.71 X EL=1918.39 X EL=1917.89 ACITY OF HASTINGS, ENGINEERING DEPT. 1 0 Project OSBORNE DRIVE WEST - 33rd Street to 38th Street Pro). No. 1999-5 Description Geometries and Grades Design By R.D./B.13 Drown By Dote 2/2000 Contractor B.B. Approved By Dm. No. 1 of 3 Scale Horizontal: 1"=:20' Vertical: 1'= 2' EXISTING. GRADES 'C 0 ce N CO 1926 1924 n m 0,2 1922 1918 191 191 sting . Grade 1920 1918 1916 1912 1910 PROPOSED'GRADES 4€> a) m ro r n C OJ 1908 0+00 1+00 +20 +50 2+00 +50 +54.60 +75 +81 3+00 +29.60 +75 4+00 +03.19 1914 1912 1910 1908 +50 +54 x EL=1920.71 5+00 Assembly of God Second Sub. Block 1 6+00 I PPin 1 N=7935.62 E=9697.631 EL=1919.81 18.47 TC 17.97 FL 18.34 CL 7.97 FL 18.47 TC 18.87 TC 8.37 FL 18.74 CL - H X EL=1918.39 18.37 FL 18.87 TC 19.27 TC 0.80% 18.77 0.80% x EL=1917.89 0.80% 19.67 TC 19.17 19.14 CL 19.54CL 19 I _ Osborne Drive West 18.77 FL 9.27 TC X EL=1921.73 7+00 9'-0" 19.17 FL 19.3 19.67 TC Cimarron Meadows First Addition Block 5 Lot 1 20.07 TC 20.47 TC -_ N = 7936.41 E = 9757.33 Corn Field Edge X EL=1916.77 -- r^ X EL=19183 V X EL=1919.69 r X X EL=1918.19 X EL=1919.88 20.37 FL 0.80% 8+00 X EL=1923.23 60' ROW PPin N = 8155.10 1 E = 9688.84 EL = 1922.261 2Q. 352 LF 8" PVC Sanitary Sewer Main © 0.30% 20.74 CL 20.37 FL 20.87 TC 0.80% 0.80% 20.77 FL 20.97 21.14 CL 21.34 CL 20.77 FL 21.27 TC 20.97 FL 21.47 T �Ao I- LL 0'N c N N 4-' d) 0) i 4-r co 1.0% J LL I N 0% N 21.18 FL 21.55 CL 21.18 FL 21.68 TC 21136 FL 21.57 FL I EL=1923.36 J 21.94 CL 21.73 CL 44 > 9+00 1 19' Vertical Curve: VPI=9+00 Elev.=1922.01 L=200' M.0.=0.07' Elev.=1921.94 PPin N = 8215.15 E = 9692.75 EL = 1923.68 21.57 FL 22.07 TC -SC "Et =1929.31- 22.38 TC .88 22.25 CL _-4- Et: x 21.88 FL 22.38 TC Horizontal Curve: Sta. 9+29.24 P.I. R=1 1274.88 0=3'08'49" T=309.71' L=619.27' C=619.19' E=4.25' 22.63 TC 22. 3 FL 22.50 CL -I 22.13 FL 22.63 TC Corn Field 9'-0" 22.88 TC 22.38 FL 10+00 23.15 TC 22.65 FL 22.75 CL 23.02 CL a 22.38 FL 22.88 TO 22.65 FL 23.15 TC n n Cimarron Meadows First Addition Block 4 Lot 1 1.08% 1.08% 1.08% 23.69 TC 23.19 FL 23.56 CL 23.19 FL 23.69 TC BUILD 8" P.C.C. PAVEMENT 47B Station to Station Plan Side Sq. Yards 4+50 - 10+50 331 LT & RT 2499.1 8+86 - 10+50 301 LT 175.4 4+50 - 10+50 301 RT 600.0 BUILD 6" P.C.C. INTEGRAL CURB 47B Station to Station Plan Side Lin. Ft. 4+50 - 8+50 301 LT 411.4 8+86 - 10+50 301 LT 175.4 4+50 - 10+50 301 RT 600.0 Hwy. 281, Tom Osborne Expressway T.B.M. = F.H., NW Bonnet Bolt East of Assembly of God Elevated Sign. Elev. 1921.73 NORTH Scale: 1"=20' E=9818.190 EL=1922.28 20' 0' 20' 40' 60' BUILD CONCRETE HEADER Station to Station Side Lin. Ft. 8+50 - 8+86 LT 36.0 NOTE: Contractor shall drop curb at intersection for future construction of handicap ramps as directed in field by Engineer. Utility work to be done by Hastings Utilities ACITY OF HASTINGS, ENGINEERING DEPT. X EL=1926.27 EL=1925.44 EL=1921.65 X EL=1923.25 EL=1924.93 Project OSBORNE DRIVE WEST - 33rd Street to 38th Street Proj. No. 1999-5 Description Geometrics and Grades Design R.DJB.B Dote 2/2000 Contracto Drown By B.B. Approved BY Dm. No. 2 of 3 1926 EXISTING GRADES 2010.GRD Scale: Horizontal: Y'= 20' Vertical: "t .2' 0 ce 1924 0> l 1926 x 1922 1920 1918 1924 1922 1920 1918 1916 1914 1916 1914 1912 M aD PROPOSED GRADES 1910 0 >L m oi c de ar N LO Lel co N 0 rn c' Lo N N 0 N N N 1912 1908 +50 4+84 5+00 +50 6+00 +19.6 +50 +82 7+00 +50 8+00 +25 +50 +75 +84 9+00 +25+29.24 +50 +75 10+00 .Esnote.fre : ::.. %H : 1910 DAVID L- • • . .11 Waal ..ter. • :MO::•IV! : o. r. +50 1908 +84 23 9 TC 11+00 1.08% 23.19 FL 1.08% 1.08% 23.56 CL 23.19 FL 12+00 Vertical Curve: VPI=12+75 Elev.=1926.00 L=200' M.0.=0.57' Elev.=1925.43 PPin N = 8558.15 E = 9721.05 EL = 1927.21 24.23 TC 24.77 TC 25.05 TC 25.28 TO 25.41 TC 25.49 TO 25.56 TO 25.42 TC 23.73 FL 24.27 FL 1.08% 24.55 FL 24.78 FL 24.91 FL 24.99 FL 25.06 FL 24.92 FL 24.11 CL 24.64 CL 1.08% 23.73 FL 24.92 CL 24.27 FL 1'08% 4) 25.15 CL 25.28 CL 25.36 CL 25.43 CL 25.29 CL �- - 1 4 I all a °- I > 24.55 FL 24.78 FL 24.91 FL 24.99 FL 25.06 FL 24.92 FL 13 00 X L=1927.50 25.29 Cimarron Meadows First Addition Block 4 Lot 1 14+00 25.07 TO 24.77 TO 24.37 TO 23.93 TO 24.79 F 24.57 FL 25.16 CL 24.79 FL 23.69 TC 24.23 TO EL=1925.44 X-EL=1921.65. X EL=1923.25 a EL=1924.93 24.77 TO 25.05 TO 25.28 TC 25.41 TC 25.49 TC 25.56 TO 25.42 TO 25.29 TO E= 927.29 UTC 0 .0.W. N=8602729- - E=9799.144 EL=1928.00 EL=1924.77 x X EL=192222 23.87 FL .76% 23.43 FL 24.914 CL 24.¢4 CL 2424 CL 1.76% 23. CL 0 I `Y 00 a 24.57 FL 24.27 FL 23.87 FL 1.76% 23.43 FL PPin N = 8790.88 EL=1922.11 E = 9741.14 EL_1925.47 X EL = 1922.26 `• ‘"o- 15+00 ea a) a)i a-+ co N .- NN N U. 10- M c^D. N N 3 "s I 22.61 TO EOR 23 05 TC 22.55 FL 22.11 FL EOR 21.69 FL BC 21\37 CL 2212 CL 25.07 TO 24.77 TC 24.37 TO 23.93 TC Corn Feld Edge 22.55 FL 22.48 CL EOR 22.061CL BC g -O 21.05 FL BC 21\74 CL 21.42 CL BC Osborne Drive West 22.11 FL 21.69 FL 21.37 FL 21.05 FL PPin N = 8870.97 i E = 9748.06 1 EL = 1921.24 21.26 TO EOR 20 6 FL EOR 16+00 Cimarron Meadows First Addition Block 3 Lot 2 X EL=1919.43 Vertical Curve: VPI=17+00 Elev.=1918.58 L=200' M.0.=0.06' Elev.=1918.52 20.41 TO 19.97 TC 19.55 TO 19.13 TC 1.76% 19.91 FL 19.47 FL 1.13 CL EOR 1.76% 23.05 TO 22.61 TC 22.19 TC 21.8 -_x EL=1922.88 x EL=1924.00 X EL=1923.64 X EL=1924.60 x EL=1925.22 Hwy. 281, Tom Osborne Expressway BUILD 8" P.C.C. PAVEMENT 47B Station to Station Plan Side Sq. Yards 10+50 - 15+51.42 331 LT & RT 2104.79 15+31.42 - 15+51.42 301 LT 31.4 10+50 - 15+51.42 301 RT 501.42 BUILD 6" P.C.C. INTEGRAL CURB 47B Station to Station Plan Side Lin. Ft. 10+50 - 14+95.42 301 LT 456.82 15+31.42 - 15+51.42 301 LT 31.4 10+50 - 15+51.42 301 RT 501.42 x EL=1925.39 X EL=1925.72 20' Control N=8660.19 E=9865.270 EL=1925.28 NORTH Scale: 1"=20' 0' 20' 4p' 60' EL=1922.40 - - - rn r trON 76 FL 21.55 21.26 TC 1.76% 20.28 CL 4- 00 > 0 WMS 0 UTC 19.14 CL 19.05 FL 1$73 FL - 19.42 CL 19.00 CL EL=1918.81 19.97 TO 19.55 TC 19.13 TC EL=1922.59 X EL=1922.65 X EL=1921.70 X X93548 ZI- W W(n m EL=1923.67 X rn N t�i9?5 77 rp=A N N J BUILD CONCRETE HEADER Station to Station Side Lin. Ft. 14+95.42 - 15+31.42 LT 36.0 15+51.42 LT & RT 36.0 EL=1925.11 N NOTE: Contractor shall drop curb at intersection for future construction of handicap ramps as directed in field by Engineer. Utility work to be done by Hastings Utilities EL=1925.46 ACITY OF HASTINGS, ENGINEERING DEPT. / 0 Project OSBORNE DRIVE WEST - 33rd Street to 38th Street Proj. No. 1999-5 Descrip Geometrics and Grades Deign R.D./B.B Dote 2/2000 Contractor Drawn By B.B. 1928 Approved A) On,. No. 3 of 3 EXISXING:.GRARgs C 0 22.58 GRD Scale:.... Horizontal: 1"•= .20' Vertical: '1 2' 18.89 GRD 1928 1926 1924 1922 1920 1918 o_ Existing Grade Proposed Grade 1926 1924 1922 1920 1918 1916 1916 1914 CO N PROPOSED'GRADESet co 2 > a x a. a CO N N co N CD - a Co O N co co of a ai 0 1914 +50 +84 11 +00 +75 12+00 +25 +38.87 +50 +75 +85 13+00 +25 +50 +75 14+00 +50 +83 15+00 +50 16+00 +25 +50 +75 +86 5+00 end Pate. **,***Weelarela la a 0 s t ****ht***SiSa Ina 1111 11 I 11 I I 1 *********1 WftSla. la I 1 a 1 1 I I I 4 00 GD 0 12' Typical 0 co 8' C4 Cj) Cfl Cr) 10' 10' 8' 11+00 2I NORTH Scale: 1"=20' 20' 10+00 4p' 6I . oa 12' 0 Typical 0 ro 8' J______A IL___. / o, o 12' ` 12 Osborne Drive West o 12' Osborne 9.8' Drive West 12' 10.5' 10.5' 10' 10' $' 10' 10' 10' ypical b � ypical 0 Typical 0 Typical 0 10' 8' 10' 10' 11.5' 11.5' 12' Typical 0 GD 0 11+00 2I NORTH Scale: 1"=20' 20' 10+00 4p' 6I . oa 12' 0 Typical 0 ro 8' -op 0 0 A CITY OF HASTINGS, „int EPT. Project OSBORNE DRIVE WEST - 33rd Street to 38th Street Proj. No. 1999-5 Dexdption Der: R.DJB.B Drown B.B. Joint Detail we 2/2000 ApPriad contractor Dm. No. 1 3N11 Sb41 NO INf$d !O 3'd01 NOIU Od J______A IL___. o, o 12' ` Osborne Drive West o 12' 9 g 9.8' 10' 10' 8' 0 10' 10' 8' 10' 10' ypical b Typical 0 0 GD -op 0 0 A CITY OF HASTINGS, „int EPT. Project OSBORNE DRIVE WEST - 33rd Street to 38th Street Proj. No. 1999-5 Dexdption Der: R.DJB.B Drown B.B. Joint Detail we 2/2000 ApPriad contractor Dm. No. 1 3N11 Sb41 NO INf$d !O 3'd01 NOIU Od N 0.1PPin J N = 8790.88 d E = 97411.14 EL = 1922.26 x �O- 00 s 0_1 u_ m(0 NN 22.61 TC EOR sO 22.11 FL EOR 21.69 FL BC 21:37 CL 21.05 FL BC 22.48 CL EOR 22.06ICL BC 21174 CL 21.42 CL BC 22.11 FL 22.61 TC 21.69 FL 22.19 TC x EL=1924.00 X EL=1923.64 21.37 FL 21.05 FL 21.87 TO 21.55 2L_EL_1922A0 PPin N = 8870.97 E = 9748.06 EL = 1921.24 21.26 TC EOR 20 6 FL EOR 1.76% 16+00 20.41 TC 19.91 FL 19.97 TO 19.47 FL ALTERNATE #1 =GRADING CONTRACT ONLY - 0.3' Above Sub -Grade 1.13 CL EOR 76 FL 21.26 TC ZT Ln J JL O to Q X EE=19.24 7 o U r Z 0 W Z H W W (o w 1.76% 1.76% 20.28 CL a. 19.91 FL - 20.41 TC O r 1Bos77II i, 19.1 CL 19.47 FL 19.97 TC 19.55 TO 19.05 FL 19.42 CL Vertical Curve: VPI=17+00 Elev.=1918.52 L=200' M.0.=0.07' Elev. =1918.59 x EL=1919.43 17+00 19.13 TC 19.00 CL I- 18.65 TO 18.15 18.31 TC NOTE: Sta. 15+51.42 - Sta. 26+80 - The upper 6" of topsoil shall be stripped from street R.O.W.; and adjacent lot prior to Grading work. 16,953 S.Y. - Established Quantity 17.92 TC 18.59 CL 17.81 FL 18.18 CL 19.55 T 18+00 17.53 TC 17.15 TC 17.42 FL 17.03 FL • PPin N = 9129.88 E = 9770.41 16.65 FL 1.50% 17.79 CL 17.40CL 17.02 CL I 17.42 FL 19.13 TC 18.65 TC x EL=1922.59 18.31 TC 17.92 TO 17.03 FL 17.53 TC I- a- > 16.65 FL 17.15 TC 1.50% 1.50% x EL=1916.13 16.40 TO 1 .90 19+00 15.65 TC 15.15 FL NOTE: Sta. 15+51.42 - Sta. 26+80 - Grade 0.3' above sub -grade. Approximately 1426 C.Y. of embankment will be needed to construct this Project. This Fill can be taken from the approx. 4793 C.Y. of embankment that has been moved onto this project from the previous construction. of Project 1999-5. All excess dirt shall be spread across the lot between Highway #281 and Osborne Drive West from 40th St. to 42nd St. DIRT QUANTITIES: Cut = 2046 C.Y. Fill = 3472 C.Y. 15.90 FL 16.40 TC x EL=1918.03 X EL=1 - - EC=19221770- BUILD 8" P.C.C. PAVEMENT 47B Station to Station Plan Side Sq. Yards 15+51.42 - 21+00 331 LT & RT 2194.3 15+51.42 - 21+00 301 RT 548.58 0 -In x EL=1920.33 15.15 FL 15.65 TO 14.90 TC 14.53 TC 14.40 FL 1.50% 14.03 FL 14.77 CL x EL=1920.67 EL=1922.97 A-E 'L-=1-92-5-31 w SII x F.=195.46 BUILD 6" P.C.C. INTEGRAL CURB 47B Station to Station Plan Side Lin. Ft. 15+51.42 - 21+00 301 LT 548.58 15+51.42 - 21+00 301 RT 548.58 fl Hwy. #281, Tom Osborne Expressway NORTH 21' EL -19P4.54 Scale: 1"=20' 20' 4p' 610' Ft =1924.72 1.50% 14.40 CL 20+00 14.17 TC 13.85 TC 13.67 FL 13.35 FL 14.04 CL - ( 13.72 CL U �I 14.40 FL 1.50% 14.03 FL 14.90 TO 13.67 FL 13.35 FL Vertical Curve: VPI=20+75 Elev.=1913.18 L=200' M.0.=0.28' Elev.=1912.90 x EL=1913.09 21+00 13.43 CL 13.06 FL 13.18 CL 4 a 12.81 FL 12.95 CL 12.58 FL 14.53 TO 12.77 CL 1-4 a. 12.40 FL 14.17 TC r Control N=9737.34 13.85 TC 13.56 TC 13.31 TC 13.08 TO X EL=1913.77 12.90 TO x__EL=19.14,49_ _ EL=1923.38 I! I� I Ii E=9922.160 EL=1924.30 Utility work to be done by Hastings Utilities REMOVE CONCRETE HEADER Station to Station Side Lin. Ft. 15+51.42 LT & RT 36.0 CITY OF HASTINGS, ENGINEERING DEPT. 0 0 Project OSBORNE DRIVE WEST - 38th Street to 42nd Street Proj. No. ALT #1 Description Geometries and Grades Design By R.D./B.B Dote 2/2000 Contractor Drown BY B.B. Approved By Dm. No. 1 of 1926 1924 0 a ro 1922 192 191 191 1914 1912.. N N EXISTING GRADES C K Ca rn a, rn r n '0 N 0 c> Scale: Horizontal: 1"= -20' Vertical: '1"= 2' 0 CD CD r 1910 a.- 0 (NI PROPOSED GRADES (0 N v O) 0 of h h T ci n T Y 6 ti 0 a > 1926 1924 1922 1920 1918 1916 1914 1912 1910 +83 15+00 +50 16+00 16+00 +25 +50 +75 +86 17+00 +25 +50 +75 18+00 +50 +84 19+00 +50 +75 20+00 +25 +50 +75 21+00 BUILD 8" P.C.C. PAVEMENT 47B Station to Station Plan Side Sq. Yards 21+00 - 26+80.04 331 LT & RT 2420.0 10' 58.14 /21+82.74 - 26+80.04 301 LT i 508.70 / 21+00 - 26+80.04 T-. 728 VP CO/ Cu e 2p+7Srye: M.p �p'9j3'le elev:, 0.28' 912.90 X "'291309 / / ALTERNATE #1 = GRADING CONTRACT ONLY - 0.3' Above Sub -Grade I BUILD 6" P.C.C. INTEGRAL CURB 47B' Station to Station Plan Side 21+46.74 - 21+82.74 /Lin. Ft. *1+00 - 21+46.74 301 LT 10' 58.14 /21+82.74 - 26+80.04 301 LT i 508.70 / 21+00 - 26+80.04 301 RT , 580.04 / 6'-4" 1910.93 / 26+25 / BUILD CONCRETE HEADER Station to Station Side Lin. Ft. 21+46.74 - 21+82.74 LT 36.0 26+00 RT 10' 24 00 /l Hari, -� 22+�Q R 2j22�2Curye: 4aS .7.47' 24 P• . /PPin C�7 03643„ l PPin N = 9446.71 C, 66.87' �, N = 9444.37 J E = 9797.75 / 78a79, E = 9797.56 U v e. 0> eC`191356 \\I J O (1Lc PPin _� wn /N = 9506.62 ` r _. E = 9791.49 a`oe 3 yn _ 72 \ 42.9,5C/. FC l �Q \ 2'S pC / `LU / C 7258 r3 p6 FC lC eL�19/3.77 191 191 - 1?�C ) 1262 CC 12 FC b w o, A / 12.13 PC 0_40% 12.03 FL ciP PPin N = 9581.80 E = 9746.51 k tCa191013 11 G eCc19p9 NOTE: A ditch will need to be cut near the end of the Grading Project to allow the east lot to drain across the road to the west. NP= N = 9650.13 E = 9676.54,, 1 G t 25+00 11.33 To Horizontal Curve: Sta. 25+08.25 P.I. R=241.42' A=45'00'00" L=189.61' C=184.78' 11.13 TC 866 e°k 26.'00 PPin 14:1-cc P Ici Cu N = 9848.14 Pi 26+2 live: E = 9591.76 Ca7621 7970, 7p 00 79j0• 70 70,93 T 70.43 C 0.4v cci mo f, "7/II /\ Z� I Oct ,Cr te tt On.' / "1k m / \\ I o �N 0 C /\Q ivy Z oN / .` O (V co PPin N = 9948.1 E = 9590.58 /Ae 11.33 TC 11.13 TC Tc 0 o 0 ,01 0 14 •I 14 /II J X p /Ica 1. G t 12.3310 11.83 a \2P\ 0- y 0- 11 11: 0- 1250 CC 0.40% 12.40 CL ti a. 0.40% 12.03 FL 12.53 TC 11.83 FL 2.33 TC PK Nail = In asphalt S N = 9685.31 E = 9965.22 EL = 1921.98 1 X e PPin N = 9639.03 E = 9802.41 i 11 PPin N = 9707.36 E = 9732.44 BUILD CURB INLETS R -443-R5 Station Side "Y" "A" TC Elev. FL Elev. 26+00 RT 10' 2'-8" 1910.93 1906.80 26+25 RT 10' 2'-8" 1910.83 1906.70 26+00 LT 10' 6'-4" 1910.93 1906.66 26+25 LT 10' 6'-4" 1910.83 1906.56 Q:' -'90e BUILD R.C.P. STORM SEWER Station to Station Size Side Length Description 26+00 18" LT/RT 37.5' 26+25 18" LT/RT 37.5' 26+00 - 26+25 36" LT 30.0' 26+25 36" LT 8' Flared End Section NOTE: Quantities for this sheet end at Sta. 26+80.04 End of Radius. NOR Scale: 1"=20' Utility work to be done by Hastings Utilities 70.33 TC 70.33 6 10.83 Pt BokO FC 10 9. 7C PPin N = 9849.09 E = 9671.76 v / / PPin N = 9949.0 E = 9670. "s hU A/ CITY OF HASTINGS, / \ ENGINEERING DEPT. C) 0 Proj. No. OSBORNE DRIVE WEST - 38th Street to 42nd Street er Et 11.1911.3.9 20' 0 20' 40' 60' ALT #1 2 PK Nail ® End of Return on 4. nd St./H4 281 N = 9999.65 E = 9927.07 EL = 1919.37 EXISTING GRADE C a a is DAVID mjWkla • E -yoga_ Description Design By R.D./B.B Drown By B.B. Geometries and Grades Dote Contractor 2/2000 Scale:.... Horizontal: 1:' = 20' Vertical: -1'"= 2' Dm. No. 2 of 2 1918 191 191 1910 190 M n J U. a h Existing Grade 1916 1914 1912 1910 Taper to Existing. Flowline drain Lot. 190 1908 2 1904 PROPOSED GRADES p. N co N T a T N (V O r to a CE .01 CO - CO 1906 1904 21+00 +25 +50 +75 22+00 +50 23+00 +50 24+00 +50 25+00 +50 +75 26+00 +25 +50 +87 27+00 +07 Oki NO 00430