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HomeMy WebLinkAboutPD1998-5REMOVE PAVEMENT Station to Station Side Sq. Yards 0+10 - 0+18 LT & RT 89.6 LT & RT 89.6 0+18 - 4+00 BUILD 6" P.C.C. PAVEMENT 47B Station to Station Plan Side Sq. Yards 0+10 - 0+18 331 LT & RT 89.6 0+18 - 4+00 331 LT & RT 1434.19 3+52 - 4+00 301 RT 59.4 BUILD 6" P.C.C. INTEGRAL CURB 47B Station to Station Plan Side Lin. Ft. 0+18 - 4+00 301 LT 393.4 0+18 - 3+16 301 RT 335.0 3+52 - 4+00 301 RT 59.4 BUILD 21" ARCH R.C.P. STORM SEWER Station to Station Plan Side Lin. Ft. 0+20 - 2+00 443-R5 RT 180 B BUILD 18" ARCH R.C.P. STORM SEWER Station to Station Plan Side Lin. Ft. 2+00 443-R5 LT & RT 30 B BUILD CURB INLET W/GRATE Station Side Type * 2+00 LT A * 2+00 RT B BUILD JUNCTION BOX W/GRATE #3236 Station Side Distance Type * 0+20 RT 18.5 30" x 30" BUILD 6" P.C.C. HEADER 47B Station to Station Side Lin. Ft. 3+16 - 3+52 RT 36 * SEE DETAIL ON SHEET 2 0+00 EL=115.87 EL=1916.78 EL=1916.58 EL=1916.43 EL=F1 EF=1916.04 Io 115 I.0 I¢ I o, Ian vEL=1916.38 04916.08 ELk1916.03 FL=116.01 EL =1916: 2 .Rrrt l L. EL=_191W8- 16.08 1.1916.00 EL=191627 0 CC 0- Z a W O EL=1916.39' O :q-1915.91 E =1916.46 :L 19 6.13 EL=1916.63 EL- 1916.50 P E - 9'4 1M1Q EL -1915.99 ELk1915.82/ IN=1000.0001 I E=1000.000 EL=1916.07 -gI •3915.76 EI.FI9 EL 1916.04 EL=1915.92 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 #� L=1915.67 - as4 L=1915.44 EL=1915.87 <V I EII=1915.32 EL=1915.90 \EL=1915.39 1 14 FL Exist r10 Itip E17 FL $0 CL 15A6_ CL 1 16.1, SC_ 15,96 -TO 1+00 2+00 3+00 4+00 /EL=1915.00 r 1 I `EL=1914.94 4.15:60 TO ANC S t 15:24TC UP ANC ( Prop. Cor. I • N=1000.128 E=1029168 EL=1916.58 16.3 FL 15.55 FL .46 FL 18' EL=1915.74 '15.10 FL 15141 CL r SEL=1914.98 7 15.10 FL -0.72% 14.74 FL 15.05 CL H Street 14.74 FL >'EL=1914.60 EL=1914.60 a. rJ E1=1914.9/ el 6 14.68 CL EL=1914.52 12.41 FL Box 15:07TC- 14.57 FL +0.38% 14.88 CL a 14.57 FL V TACK ♦ N=1074.510 E=1295.450 EL=1915.08 • wEL=1914.94 .<EL=1914.67 14.75 F! EOR 14.83 FL -19 14.90 FL 14.97 FL -45.06 CL EOR 15.14 CL 15.21 CL f7 EL=1914.06 14.75 FL EOR 961 9. .55 --- 4$ I Pro . Cor.° N=970.056 E=1033.561 EL=1915.72 EL=1914.80 0.2% 21" Arch RCP 11.94 F B 4' x 4' Junction Box w/30"x 30"Grote ..� iia°11 toc. • N=971.710 61167.95 EL=1914, 9 b}916.1� EL=191627 `ELt1916.01 E=1;9915157 EL=1915.58 ELy1915.55 Brass Cap © H St./ Wabash Ave. in Int. ELEV. = 1916.07 Etfaig:s2? EL=1916.57 EL=1916.34 20' EL -1916.5 tL-1915.96 NORTH Scale: 1"=20' 0' E E u 0 u 01m EL=1914.23 001 14.37 FL 14.87 TC 20' 40' 60' 15.07 TO 14.83 FL xEL=1913.88 15.28 CL 14.90 FL 14:97 FL 15.07 FL \I 15.07 FL 15.57 TC 15.25 CL -1-5:5 TC 115.55 TC EOR 'EL=1915.09 3<EL=1915.15 15.66 TC 15.05 FL EOR 15.16 FL 15.36 CL EOR XEL=1915.18 15.47 CL EL=1914.98 15.05 FL EOR 15.16 FL Abandon 8' Gas - +0.38% 15.86 TC 15.36 FL 15.67 CL 15.26 -FL 15:5570E0R._ o, NOTE: Approximately 59 C.Y. of embankment will be needed for the construction of this project.This embankment will be available from the construction of paving project 1998-6, Pine Ave. - Paul St. to H St. 15.66 TC xEL--1914.7€ 15.86 TC _Ex.4:_Sll4----_ xEL=1914.65 137.00' J ACITY OF HASTINGS, ENGINEERING DEPT. Project H Street - Wabash to Pine Ave Proj. No. 1998-5 Description Removal and Build Design By Drown By B.B. B.B. Dote 1/99 Approved By Contractor Dm. No. 1 of 2 SCALE Horizontal: 1" - Vertical: "_ 1918 Vertical: 1 "= 2' Extsting.Grcidas U c 01 N 0 1918 1916 Proposed • Grade 1914 Existtn.g. Grad +0.38% -t 1916 1914 1912 38 L rch RCP 1912 0 o] to co n .a a 0 0 Proposed Grades h w7 r U to N U) coLei r0 ge 4 0+00 1+00 2+00 3+00 4+00 4+00 5+00 VEL=1915.09 xEL=1915.15 Abordcned 8' Gas 15.66 TC 15.86 TO 'EL=1915.77 EL=1915.66 16.06 TO 15.16 FL ''EL=1915.18 15.47 CL -1- - EL=191=.98 15.16 FL 15.36 FL 15.67 CL - -1536 FI +0.38% 15.56 FL 15.87 CL yEL=1315.57 15.56 It 16 26 TC 15.76 F 16.07 CL 15.76 FL r 6+00 °EL=1916.52 YEL=1916.53 ''EL=191655 16.46 TC 15.96 FL 16.27 CL xEL=1916.21 TEL=1916.38 15.96 FL tel 15.66 TC 15.86 TO 46.26 TC` 16.46 TC '\EL=1916.61 NEW 8" DIP WATER MAIN T EL=1918.05 EL T9199S I EL=1917.8tL=1917.84 16.35 CL Prop! Cor, • N=10013.250 E=1686.970 EL=19116.52 16 04 FL EOF 16. EOt1 K ta- co W r EU=1917.64 F =1917.79 EL=1918.18 EL=1917.99 xEL=1917.26 TEL=1914.72 ''EL=1914.65 _ Y Ex. 4' STD. N / 'ELEIS15.46 - xEL=1915.52 xEL=1916.35 T.B.M. = S.W. Cor. Paul St./ Pine Ave. "X" Chiseled on N.E. Bonnet Bolt ELEV. = 1919.97 -t EL=1917.48 EL=19 6.92 ''EL=1916.92 20' C 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 NORTH Scale: 1"=20' 0' f 20' 40' 60' BUILD 6" P.C.C. PAVEMENT 47B Station to Station Plan Side Sq. Yards 4+00 - 6+19 331 LT & RT 754.3 intalnagnalet 8 RIMMIIIIrarll BUILD 6" P.C.C. INTEGRAL CURB 47B Station to Station Plan Side Lin. Ft. 4+00 - 6+19 301 LT & RT 438 intalnagnalet 8 RIMMIIIIrarll TYPE "B" DETAIL OF TANDEM 56" LONG COMBINATION 2442 AND 2443, STYLE H GRATE W/2445 BARRIER CURB (DEETER OR EQUAL) AND BITUMINOUS COATED Front v sfae Now Vertical and Horizontal Reinforcing No. 4 Rebar 0 12 O.C. IMIERSE • Y' n Cast Iron frame & cover - Deeter No. 1150 or equol. >•l .. i • A= ■ 4"x uar4e"x Tu368"(5'-8") Sq� `•It! intalnagnalet 8 RIMMIIIIrarll TYPE "A" DETAIL OF TANDEM 56" LONG COMBINATION 2442 AND 2443, STYLE H GRATE W/2445 BARRIER CURB (DEETER OR EQUAL) AND BITUMINOUS COATED ftont Mow ad. Now Vertical and Horizontal Reinforcing No. 4 Rebar 0 12" O.C. • 6 -4" 8" 30"x 30" Cast Iron Grote and Frame Deeter Foundry No. 3206 260 lbs (or approved equivalent) 8" Lid W/ #5 Rebar, 8" O.C. #5 Rebar, 12" 0.C. Horiz. & Vert. . CITY OF HASTINGS, ENGINEERING DEPT. 0 Project H Street - Wabash to Pine Ave Proj. No. o 1998-5 Description Removal and Build Design By B.B. Drawn By B.B. Date 1/99 Approved By Contractor Orn. No. 2 of 2 SCALE: Horizontal: 1"=' 20' Vertical:' 1"= 2' zo gt N a1 ai c6 U) N IS M co co ExfstinGrades 1918 1918 1916 1914 -i 1916 1914 1912 1912 N h U) co N vi N a N N Proposed' Grades 00000ea�Jfr.Q o. eaoaert yA " o:::pAV10L . tom' VIAGI(ER LI a....E.5o50:: .1B• %ft 'too f{°�000=s 4+00 5+00 6+00