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Home My WebLink AboutPD2000-12C:`.eglt\4 nd and Turner\RC001001.dwg Wed Mar 28 08:00:05 2001 STA. 0+00 STA. 1+00 STA. 2+00 STA. 3+00 STA. 4+00 STA. 5+00 N N N N m r- 0 to 0 0 0 N N N 'EL 1908.46 m N r N m r 11 rn (0 I 0 J (p £L=1908- -. 0 EL -1908.17 x EL=1909.59 x EL=1908.38 EL=1907.99 x EL=1908.65 N EL=1908.00 BUILD 8" P.C.C. PAVEMENT 47B Station to Station Plan Side Sq. Yards 0+00 to 5+00 331 LT & RT 2,055.56 41.11 BUILD 6" P.C.C. PARKING LOT 47B Station to Station Plan Side Sq. Yards 0+50 to 4+46 331 RT 880.00 x EL=1908.06 - T. Cr= 1908:08 F.L. = 1907 58 x EL=1909.77 REMOVE CONCRETE PAVEMENT Station to Station Station to Station Plan Side Sq. Yards -0+10 To 0+00 LT & RT LT & RT 41.11 x EL=1907.82 x EL=1907.69 T.C. = 1907.33 x EL=1909.68 x EL=190814 FL. = 19 6.83 EL EL ' 0..8.43 EL=1908.00 N r- EL=1908.1 0 0 V v L= 96756 r V7 N EL=1907.95 to 0 0 0 X St'L061=13 F.L. = 1907.18 ie.49 N I r - ` \ -ro -I C 4IY07.55 ▪ - EL= t 907.4 X x EL=1906.78 Fi >/ \ N 0 dre-N N 0) N I N 11 )....� CC) .al el 9D7.86 CL= EL=1997.85 0 x EL=1907.46 EL=1907.37 F. ii 0 0 m .78 m (o 0 m m / m / / 1 / iii / / l 0 -1 Na Na jT906:80- EL=1906.36 x 1 x x EL=1909.70 BUILD 6" PCC INTEGRAL CURB Station to Station Plan Side L.F. -0+10 TO 5+00 LT & RT 1,456.00 EL=1508.13 T.C. = 1906.58 x EL=1908.12 x EL=1906.71 44 SPACES 9' = 396' F. . = 1906.08 F.L. = 1906.43 xEL=1906.26 r 2aL.=] 9,05.98- - - - - -x- T.C. = 1907.68 xEL=1906.64 F.L. = 1906.43 m T.C. = 1905.83 F.L. = 1905 33 F.L. Et =11'80 57i EL=1904.83 xEL=1903.67 n F.L. Ek =1ga 20' x EL=1908.13 "EL.--'1904718- N L= /904 18- N N r rp w SURVEY ¢ rCoi 1 / �i-x,, 2 5 w 1906.05 fit- / 0 r.p xE'--'9058 PROJECT // -1'905.33 / - 190. /// u J M EL=1905.89 / / / o -x- 0 x EL=1907.27 _ - x EL=1907.68 x EL=19D7.43 T.C. = 1906.93 x EL=1906.83 x EL=1907.38 x EL=1907.51 z x EL=1907.39 x x x EL=1907.26 moinisiimennummimni jai inmomimussaa clum��.�� iniii igen �� miu X 107. E =1.0835 E 90 )..2 L= �1. xEL=1905.38 F.L. = 1905.68 rr co 0 F.L. = 1904.93 x EL=1909.78 NORTH Scale: 1"=20' 0' 20 40' 60' T.C. = 1904.68 F.L. = 1904.18 H 19114.55 X P.C. 44-75.25 N N 0 w s T.C. = 1906.18 0 x EL=1906.27 x EL=1907.63 x EL=1907.32 x EL=1907.24 x EL -19 ♦7.. 1 O x EL=1906.88 T.C. = 1905.43 x EL=1905.80 x EL=1906.35 x EL=1906.44 F.L. = 1904.18 x 0 T.C. = 1904.68 c =19^ C.P. NO. 1 PROP. PIN SE COR. 39th & YOST N = 8814.01 E = 11718.88 ELEV. = 1907.06 C.P. NO. 2 PROP. PIN SE COR. 39th & TURNER Ave. N = 8814.42 E = 12322.83 ELEV. = 1907.06 CITY OF HASTINGS, ENGINEERING DEPT. Project TURNER AVE. Proj. No. 2000-12 Description PLAN AND PROFILE STA. 0+00 TO STA. 5+00 Design By Date Contactor BEN S. 3-12-01 Drown By Approved By Din. No. BEN S. D.L.W. 2 of 10 O O 0 0 O + O 0 HORIZONTAL SCALE: 1" := 20.' VERTICAL SCALE: 1" '10' 0" O O t0 Q I - u) I- O 0) 0 O O z II (n XJ W W C� z V) X W to to (D O 0) r II > W J W O GD 0 0 (3) II > J W C� z X W N N 0 0 a) II > W J W O 0) 0 O O z II 1- > (n X J W W O O 0 O IL) U) N 0 0) O O 0 0) U) O 0 0 a) O to tri 0 O O O 1915.00 2 0 N W 0 .II > W J W 2 > W J O W .11 2 W 0 .II > W J W W 0 .11 J W 2 0 () W 0 0 C) () W 0 1905.00 1895.00 1915.00 1905.00 EXISTING fL PROFILE 1895.00 STA. 0+00 STA. 1+00 STA. 2+00 STA. 3+00 STA. 4+00 STA. 5+00 C:\egpt\42nd and Turner\RC001001.dwg Wed Mar 28 08:38:05 2001 STA. 5+00 STA. 9+00 STA. 10+00 STA. 10+51.25 TOP ELEVATION 1901.31 FLOOR ELEVATION 1899.45 37' 3 2' X 25' GRATE INLETS ELEV... 1902.08 /- EwsnNc GRADE NEW 8' CONCRETE PAVEMENT 2 3 2' X GRAZE INLETS ELEV. - 1902.08 TIN IC RCP'S TIN 18' RCP'S 33' STORM SEWER DETAIL BUILD 18" CLASS III R.C.P. W/ FLARED END SECTIONS Station Plan Side L.F. 9+20 Each LT & RT 96.00 CONC. BOX see detail LT & RT 2.00 9+20 - FLARED END SECTIONS - 2' X 2.5' RT 2 EACH BUILD JUNCTION BOX W/ DEETER GRATE INLET Station to Station Station Side Plan Side Each 9+20 - 2' X 7.5' CONC. BOX see detail LT & RT 2.00 9+20 - 2' X 2.5' CURB INLET see detail LT & RT 2 sets 184.486' C = 170.66' PC: N=9497.41 PC: BUILD 8" P.C.C. PAVEMENT 47B Station to Station Plan Side Sq. Yards 5+00 TO 10+31.25 331 LT & RT 2,291.47 193.43' 5221'18" L = 191.36' L = 176.75' T = 103.29' T = BUILD 6" PCC INTEGRAL CURB Station to Station Plan Side L.F. 5+00 TO 10+31.25 0 R = 0 = LT & RT 1,116.51 193.43' 5221'18" L = 191.36' L = 176.75' T = 103.29' T = T.C. F.L. x EL=1910.30 FLARED END SECTICN ELEV. - 1899.25 EXISTING ELOVAJNE Type "D" - Detail of Tandem 84" Long Combination 2442,2443 & 2444 style H Grate w/2445 Barrier Curb (teeter or Equal) and E3ituminus Coated FRONT MEW -Seci ;Dla?s x EL=1909.77 s10E MEQ Vcries-r B.- ' f ----i -6" 8--1 Verticcl/tionitai Reinforcing No. 4 Reber €9 12' 0.C. • / x EL=1907.31 x EL=1910.17 / / / / / / x / / / =1904.63 // / /x •04.68 // // / \90 66 / / / o 1 pkx/ / /K t�'t. �.=1902.57x " /xi /= £92. _p5 ='03.97 I'/ 9 -- EL=1904.96 / / 0 "X".... N x / - O .--c6 x i=Y-5904.13 / - ---iik l 1 1 / / / x EL=1907.60 // // // // EL=190 x 1904.-68. 13041:1&19044186 r x EL=2904.97 W 1904.55 4 m r -g EL=1903 Oz'S 2 i0 0 0 N /.. N )(EL -19'0444_1904 si 9 F.L.=19 7a=1904.68 x =1904.77 01 / .(C, x EL 1906.26 =1904.62 / 0 / / 0 EL=1904.25/ AP p.s0 Ay /l{=190 x f'�91ro,4 04.43 )(// FL= rr✓ i4Y xRP4a1=19 .65 / h -19.03.29 �kOo x EL=1907.65 s"p'. / / x EL=1907.55 / x EEL=1906.88 x EL=190 x 19 6,6904.11 �- - < p. ‘96L. / 7 / O / 2 / 5/ / \ \ v t� 19033.85 A. \0 1( r- r \ EL=1904.21 ExL=1903.48 x EL=11 p .EL -5'911234 37 P.C. 7+23.10 P.O.T. 6+66.61 / x0 G 0 e 903.77 / V p ,xg EL=1903.91 / / / to x Ek.=1906.23 x co 0 0 0 m EL=1903.26 / / / EN" 0' B 9 ▪ 1ell 8 -1.G' .<oa EL=1903.34 >/ 902.94 .36 x EL 03.36 / x EL=1905.27 / \ \ x T.C. = 1902.68 x EL=1905.21 Et°r4162 - - STUB OUT FOR 18" SOCCER FIELD DRAINAGE TUBE x EL=1904.82 x x EL==1905.08 EL=1904!40 T.C. = 1902.18 EL=1904.56 / x EL -=1905.13 x EL= 1905.69 / / x EL=1905.26 F.L. = 1902.18 _ - - - EL=1902.95 1902.55 POT. 8+99.85 \ \ F.L. = 1902.18 \ T.C. = 1902.38 \ Ft) 11r II STA. 9+20 2' X 7.5' INLET FLOOR ELEV. = 1899.45 TOP OF WaL_EIE .. = 19Q1.31 In U z STA. 9+20 2' X 7.5' INLET FLOOR ELEV. = 1899.35 TOP OF WALL ELEV. = 1901.31 F.L. = 1901.68 x EL= -1903.38 SURVEY Lb_ PROJECT M 1902.05 P 1 I ( F.L. = 1901.68 NOTE: THE CONSTRUCTION OF THIS PROJECT SHALL REQUIRE AN EXTRA 1800 C.Y. OF FILL. THIS AREA SHALL BE USED AS A BORROW SITE. UPON COMPLETION OF PROJECT THIS AREA SHALL BE GRADED AND SLOPED TO DRAIN TO THE NORTH. x EL=1904.83 ALL EARTHWORK IS SUBSIDIARY TO THE UNIT PRICE PER S.Y. FOR 8" P.C.0 PAVEMENT. 0 x EL=1903.82 aF ,L=190.58 x - -EL=1942 49 - - _ -t --189g/`\�.4/ ` IN 18" RCP W/ FLARED END SECTIONS xt.b.49Q.-$1FLOW LINE = 1899.25 -x. In r - I •w 0 N cn EL =1902.80 EL=1903.76 x EL=1903.77 x EL=1902.17 N N EL=1902.14 N N N N N t6t62t= 1 x EL=1902.14 x EL=1899.95 N N x EL=1898.0 EL=1897.33 C.P. NO. 7 PROP. PIN S. OF FENCELINE IN 42nd St. N = 10003.40 E= 11609.62 ELEV. = 1907.84 x T.C. = 1902.18 k X m CO 1901.89:J m .0.93 rl:81 EL= EL=1899.49 % , EL=1899.39 1xµN-L-1897 94 £L=18‘99‘28 m�\ 'rt \ c \ 1 o 1 EL=1899.01 p _ 4 1 m r m • Il -- x EL=1894.)67 E1r 03 tii9bdpri§ 34%898.991-=18$4.21wi 'Si w o2 9 H 1901.89 EL=1898.86 ff x � .Y f 6.+c19= 2PL='x$99,4389 54 EL=1896.61 EL=189.19 EL=1896.89 IEL=1894.63 0 896141 20' _'I_ tt397.36 EL=1897.47 X +1 EL=1893.44 O -J NORTH Scale: 1"=20' 0' • 20' 60' /\ CITY OF HASTINGS, ENGINEERING DEPT, 0 0 Project TURNER AVE. Proj. No. 2000-12 Description PLAN AND Design By BEN S. Drown By BEN S. PROFILE STA. 5+00 TO STA. 10+51 Date Controctor 3-12-01 Approved BY Dm. No. D.L.W. 3 of 10 0 + U) 0 0 0 0 + N 0 0 + co 0 0 + rn HORIZONTAL SCALE: 1" _- 20` 0" VERTICAL: SCAEE:: 1 =:10' 0" 0 0 + 0 to N N a M t2) O 0) 0 O II• W J W 0 Z I- U) W F- (4) 0) tO O 0) II > W -J W co • 0 Z I- U) W 0 Z I- N X W N T') O 0) r N U, • II > W J W .tat Z 0 J W U) V) a c N a I- Z W 0 1915.00 IQ LQ d' 0 0) 1905.00 2 • 0 W 0 .II LU J LU 2 0 W 0 U) O 0) ,II > W J W LO 0 0 O 0) U) 0 N 0 0) 0) as 0 O 0 W 0 DESIGN .Q PROFILE W 0 II W J W • 2 0 W a CD C) U, W 0 .II > W W 2 U, W 0 ,u W J W 2 U) W 0 co LLI 1915.00 1895.00 -0 50% 1905.00 1895.00 STA. 5+00 STA. 6+00 STA. 6+50 STA. 7+00 STA. 8+00 STA. 9+00 STA. 9+50 STA. 10+00 STA. 10+51.25 CURVE DATA 0 R = 0 = 205.00' 53°28'58" O R = A= 193.43' 5221'18" L = 191.36' L = 176.75' T = 103.29' T = 95.085' C = 184.486' C = 170.66' PC: N=9497.41 PC: N=9701.32 E=12301.46 E=12172.75 PI: N=9600.67 PI: N=9759.35 E=12303.42 E=12097.42 PT: N=9663.70 PT: N=9854.43 E=12221.59 E=12097.36 /\ CITY OF HASTINGS, ENGINEERING DEPT, 0 0 Project TURNER AVE. Proj. No. 2000-12 Description PLAN AND Design By BEN S. Drown By BEN S. PROFILE STA. 5+00 TO STA. 10+51 Date Controctor 3-12-01 Approved BY Dm. No. D.L.W. 3 of 10 0 + U) 0 0 0 0 + N 0 0 + co 0 0 + rn HORIZONTAL SCALE: 1" _- 20` 0" VERTICAL: SCAEE:: 1 =:10' 0" 0 0 + 0 to N N a M t2) O 0) 0 O II• W J W 0 Z I- U) W F- (4) 0) tO O 0) II > W -J W co • 0 Z I- U) W 0 Z I- N X W N T') O 0) r N U, • II > W J W .tat Z 0 J W U) V) a c N a I- Z W 0 1915.00 IQ LQ d' 0 0) 1905.00 2 • 0 W 0 .II LU J LU 2 0 W 0 U) O 0) ,II > W J W LO 0 0 O 0) U) 0 N 0 0) 0) as 0 O 0 W 0 DESIGN .Q PROFILE W 0 II W J W • 2 0 W a CD C) U, W 0 .II > W W 2 U, W 0 ,u W J W 2 U) W 0 co LLI 1915.00 1895.00 -0 50% 1905.00 1895.00 STA. 5+00 STA. 6+00 STA. 6+50 STA. 7+00 STA. 8+00 STA. 9+00 STA. 9+50 STA. 10+00 STA. 10+51.25