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Home My WebLink AboutPD1999-1-1999-23+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 I ;9 Ittett638 EL•I910.81 0 d w N up C 0 +> a i' >, a 0) > t=i U v 0 - a C 15.5 D 0 1103 0. 1910.33 _ N iIEL.1910.4e- EL•1910.11 u19'0..1910.24 I /0..1910.14 v 0..1909.%jEL•0A4 C°E •1910.03191 COMM- 1 EL.1909.91 / 0..1910.03 1EL•1909.86 w ____‘L.191 __,EL• 25< his g.o's� MH{ \ 1.53% Slo±e-r Concrete (Y) I CO .-.•. EL.1910.08 l 5L•1909.84-EL•1932X3 0.72 •1910.17 1910.49 cLLLII1909.87 x0..1910.36 5C' 0..1909.98 NORTH 44& Scale: 1"=20' 21:1' 0' 20' 40' 60' ?tit 't 119085 TC 1908.135 FL cws t: - 1908.06TC 1907.56 FL Lot I V Y 1115 EL..190Y.73-'IEL.I90031 I 0..190746 -4907.54 -a-. 82.07' 'lhP _ - ' 1907.27 TO _ 6 9 Ltr _190` .4PC _ °EL•1 906.77 FL 1905.99 FfL y roject 1999-1 >s 0..1907.16 a I EL•1906.81 d C A pay E•1909,60"12491e=tei.3T 1909.37 CL 1909.10 FL 1908.71 CL C 1-908-5-F N N .1909.87 =1909.35 Water Lbw 1908.85 TC Asphalt 1907.92 CL N N EL.i907.33 1 1.53% Slope -t. 1907.13 CL N al 1906.77 FL 0 O C 0 +' a N - - lino Lift"? - 11 I Lot 2 82.06' 1905.48 TC 1904.98 FL y 1203 906.89 0..1907.04 CL•1906.90 al °EL.1906.12 £xtstM9 8' Sun Sever 190L35 CL CU 99 FL EL.1907.05 EL.390634 7 1905.34 CL. 908 9th Street 4.9$ Fl EA 50' Lot 6 50' Lot 5 50' I --17.• EL.1 Lot 4 xxEaMil I 07419r0.72' '-'- -'--1EL4191 li 1102 x•190929 ( 0..190921 i 0) n0..190t06 0..190847 EL.I 7 I - U I EL.1908.19 O IiU 1. 1907.27 EL.1906.46 19u4:6_4 _FL - Cu U RLovc Cancretcl Driveway 5041906.90 I 1207 EL•1908.48 EL•190646 ll EL.1555:L9 _- EL.3 0..190620 ( EL.1906.60 i10..906.46 Lot 2 Loast -Corner i 94.08' a a > > U EL•190620 TAP )� Y 1904.47 TC/ - -1904 31. EL; _ .. Gos Lo -c -- . _ 1903.97 FL H19 5.00 C •190622 NII N II 11904.64 FL EL.1906.%r 0..1906.92 u (46�03�--•908'AO i 5C+ .1906.52 1905.88 Water Line Aspi fait / N { 0E0490649 0.`1905.79 EL•1t05.77 sa tt.1%337 0..1906: EL=190695 Gott 3 L .EL•191023LEL•1913.17 Block 3 hoax S 1114 EL.1%7b6 a iI Cu L U EO.1907.39 C 0' Lot 2 C N2 4' a EL.1906.54 .c R rest Inool 50' Lot 1 GM 847 -1EL•1906.36 L.1905,70 .1905.98 1EL-1905.31 0..1905.70 c 0.6 EL.I905.39 1904.67 CL CU N 7 g2.3:1249 Ermt -Cornets. .-- > > 1904.; TC Stope-r onnZ„„ FL 623 Lr, 1903.80 TC 1903.30 FL N Cu Asphalt 190433 CL CU N Existing 8Son. Sewer 1903,99 CL 0.67% Stope-r 1904.31 FL 1903.97 FL 1Q04.R1 Tr 1904 47 TO 1905,78 EL.1905.03 •1905.70 e f� J'Yn% in oint Dr •FH er 50' Lot 6 xELL190310 Ala 0..1905.48 0..1905.45 I/4 .0y tle 50' 5 sof-. N N 1903.63 FL 1904.13, TC Water Lint 0..190429 NOTE:' CONTRACTOR SHALL DROP I FOR HANDICAP RAMPS TO FIELD BY ENGINEER B Block 2 'ono 50' Lot 4 CURB AT INTERSECTION BE LOCATED IN 1903.66 CL N N 1903.30 FL 1903.80 TC / CITY OF HASTINGS, I \ ENGINEERING DEPT. C, 0 Project 9th Street -3rd Ave.to 6th Ave. N°" 1999-1 & 1999-2 D"°°0t"° Plots & Profile Design By Drown By D.W.M. D.W.M. Date 4/8/99 ADKINS BY i1i lw Contractor Om. No. 1 of 7 o.l U) 3' C 0 -t' 4 t' 0 + } O 4' a SCALE: HORIZ: \ZERT.: 1' •=- 20' 1'=5 M a 1910 1905 1900 1910 i 11, 0.&7% " Slope-) 1905 1895 ritisttk.a 8' San Sewer- -'- -'-,• •-'-•- •» 1 Exist' no 8' Son Sewer 1900 Q 0 W- VY D h- Q ow a -w to " Z V W CI zr 0 w X J LLlw a' M al 0 Er‘ .-4 0 SQ a' 0 m CO 0 0 m PO M 0 -1 ere N 0 0 U' to u) n 0'. -a- tri 0 m M sO 0 a' co al 0 0' 1` D1 try ao co 0 0 a' m 0 tri 0 Ot a' Ot C') 0 a1 a' d" t 0 CP:~ 1895 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 11903.80 TC 1903.30 FL a 191903.46 TC 1902.96 FL 0.677. Slope-) z1 roject 1999-1 LIl P9_.� SII 1903.1 t TC 1903.02 TC 9022 FL _ 02152_FL_ 61I • N Ila, 1902.8 CL co 11902.88 CL PI 1 1301 /Gmi to IntetLType-"D' Ewtst 8' Son Sewer 1903.66 CL N N 0.677. Slope-) 1903.30 FL 1903.80 TC 50' Lot 3 a 1903.32 CL N Asphalt 1902.96 FL Pate'f M 1903.46 TC 50' Lot 2 EL•190327 1903.12 TC _I-_ 11903.27 TC 1902.62 FL 1902.77 FL N N 0EL•1902.% 4-0,3% Slope N 0- 20' Project 1999-2 jEL•18%.36 NORTH Scale: 1"=20' 9' EL•198" EL_ - _� _ 19Q292 a1 1 1903.28 CL N IN 1902,98 CL 1903.13 CL S al 4--0,37 Slope 1902,62 FL o Water Line O L -aa y J 03.23 43' Curb/Grate Inlet Type 'D' Remove grate inlet, flume & 12( pipe. Plug hole in J.B. NOTE: CONTRACTOR SHALL DROP CURB AT INTERSECTION FOR HANDICAP RAMPS TO BE LOCATED IN FIELD BY ENGINEER Block 2 B''Oao EL -1903.85 o EL•190372 g EL -1904.10 .4 Co 1-> c s 0 U) 5C Cu QJ Q EL -190381 9th Street 1902.77 FL 1903.27 TC 48' SSP.EL•1903.70 EL•1903.73 ir lH� II Lot 5 °ELL19ross Remove exis ing inlet, L•1 sidewalk & 1 ' pipe. I Cut down ex st ng J.B. watt to prop r height. Install 1° 656' plate I and grate inlet, Deeter #1926 I 50' Lot 4 .!`#t 0Et•1902.63 PI N 1902.92 FL 1903. 2 TC s im90.1.34 EL•t%4.53 EL•1904.55 rig 1 - - - 1EL•1904.51 TEL•1904.85 EL•1904.73 1304 a� v EL•190348 EL•1903.44 c 0) 0) a 0) v C i O U Ei•19d-6197Ps -jEL•190567 20' 1903.28 TC 1902.78 FL CU 40' 11903,28 TC 0.3% Slope-. 1903.14 CL 0.37. Slope-. 1902.78 FL EL•190224 50' Lot 39#4 ley EL 190322 EL•190 7 - - nEL•1905.16; 1308 Block 1 Broad S v v 60' 11903.13 TC _1902.63 IC_ _ Alh Cfhtl (EL•1896.36 tEL•1696.50 EL -189648 EL•1896.87 - Gos Lint .._ 11902.99 CL AVhalt 1902.63 FL I 3-T'EEL 1902.76 A :its L?A, EL.1902.41 1902.98 TC - 4.8 raw 50' Lot 2 w. 0 (Et 19 CU 0EL•190L58 m v N + co i 0 ci tJ 0 0 L a- i W t1231intitgive3c 1902.84 CL N N 1902.48 „FL �T90?38 EL• Vater Line a"C / EL•1902.33 190233 -FL- 11Ls1901s2 EL•190206 EL•1901.85 e14 .Il°EL•1902.04 1'EL-1902.12 EL•190253 .EL.1M 902.600 1902.65 L 190223 Jiaspiant 1902.51 CL 1902.40 FL 8153 48' RCP re -4 40 .1902A6 Cu al Q 13 ��qqpp22 -F> E'1902A46 SWV EL•1902.36 <EL•190269 •1902.70 53.35' Lot 1 1EL•1904.83 1EL•1905.00 f °EL -190225. EL•1902.59 C La' r4 W 'EL•1902.76 "EL•190284 11/4169267 •t b J Jy0 \�- 0--1903.56 O.> 6 L•1902. EL•1903.52 Type "D" - Detail of Tandem 84" Long Combination 2442,2443 & 2444 style H Grate w/2445 Barrier Curb (Deeter or Equal) and Biturninus Coated FRONT VIEW Seal joints 856 SIDE VIEW Vertical/Horizontal Reinforcing No. 4 Rebar 2 12' O.C. BUILD 7" 47B PCC 1 Description Quantity 11 1 � awn I ,w4'X4'X 3/8' tubes, �!1 4+52 to 13+74.18 Integral Curb steel 36' long 4+52 to 13+74.18 Ia-. 238 sy g. Sidewalk s• 7' 6 856 SIDE VIEW Vertical/Horizontal Reinforcing No. 4 Rebar 2 12' O.C. BUILD 7" 47B PCC Station Description Quantity 4+52 to 13+74.18 Concrete Slab 3854 sy 4+52 to 13+74.18 Integral Curb 2211.01 If 4+52 to 13+74.18 Driveways 238 sy 11+20 Sidewalk 40 sf BUILD INLETS & JUNCTION BOXS Station Side Type Size Description Top or FL Bottom fl Depth 10+65 Left D 2x7.5 Inlet 1902.52 1900.17 2.35 10+65 Right D 2x7.5 Inlet 1902.52 1899.53 2.99 10+75 Right Existing J.B. 1903.46 1898.63 4.83 1899.25 flp 4.21 10+20 Right Modify Existing J.B. and Add Grate Inlet 10+75 & 11+20 Right Plug 12" Holes 10+75 Right Tap Existing J.B. BUILD R.C.P. Station Side Size Length Slope Station 10+65 Lt.&Rt. 18' 32' 27. Station 10+65 Rt. 24' 15' 2% Removal Station 4+52 to 1374.18 4+52 to 1374.18 4+52 to 1374.18 11+20 Description Asphaltic Conc. Headers Driveways Sidewalk Quantity 2,216.25 sy 135 LF 180.1 sy 40 sf Removal EL 390. EL•190e Station Description Quantity 10+85 Flume 10 LF 10+85 Grate Inlet 1 Ea 10+85 12' RCP 12 LF 11+20 Curb Inlet 1 Ea 11+20 12° RCP 5 LF 11+50 Retaining Wall 91 LF / C TY OF HASTINGS, ENGINEERING DEPT. 00 Project 9th Street -3rd Ave.to 6th Ave. P°''"°' 1999-1 & 1999-2 Description Plan & Profile Design By D.W.M. Drown By D.W.M. Dote 4/8/99 MPS BY Contractor DT. No. 2 of 7 SCALE: HORIZ.: 1' 20' VERT.:.1. =.5'• H a- 1910 0 0 + 1' N O V d i' M r 0 a- W v 0 L 0- Z5 i W 1910 1905 C) t - 1900 1895 0.67% 'Scope-) • L.. N oif) rind 0'O �0", 0 (:J 1905 --h . . .-4 Cwstlng 4' on Sewer 18' RCP 4--03X • Slope 0.37. Slope 900.17 FL r 1 1899.53 ' F LTJ 89925 F 1900 1895 n0 I- WI- 0_> J d W V) Z ID F-1 Z Q I- H W X -1 W W S tatiol`i ::10+65 .. nlets Cr)UD N CO 0 0' CO W Cil 0 0' .-1 00 N C) 0 0' ti t Cr) 0� ar (P N 0 0' 9+50 10+00 0' C) O 0' 10+50 0 N 0 O 0\ 11+00 11+50 W C) C) O 0' 0' N Ci O a' 12+00 12+50 13+00 13+50 14+00 494 °... DAVID' L Mo.,: t• t:�s& . . ESDI. ip. 'con 79 ao9 g-9 et 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 20 N=7+18.20 E= 38.00 20R N=7+89.35 E= 38.00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 2'-0° Project 9th Street -3rd Ave.to 6th Ave. Proj. No.1999-1 & 1999-2 Description Joint Patterns Design By D.W.M. Dcto 4/8/99 Controctor 8,}0' /teemed Sy � o�' a} Dm. No. 3 of 7 8'-0° i 10'-9' -10,-0,- --10'-0" 10'+ -10,-0.-1V-3' --9'-1' 10'-0" -0,-0°— 9/-1' yrypicar ~Typical` �-T-6" 7' 6' -`Typical` 11'-8' --0° -- 11'-8" Typical` _,. i1'-8" ypical` 10'-0' 10' 0° 10 f 0, --8'-0"-- �7ypical` 11'-8' 7'-6"--- 7'-6' 'Typical— 11'-8" -2 -0° —Typical 11'-8° - 1-2°" 8' -0° + [2'-0" 20R 11'-6" } r 20R il'6" 2'-0'' 7'l0" r 7'f3° 20 N=7+18.20 E= 38.00 20R N=7+89.35 E= 38.00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 2'-0° E= 38.00 E= 38.00 4"oESs,°on°r .rrtt Sligo0� j/1#/11 �� o & °OO -S7 <C• : s`y8 DAVIDL o;,: WACKER =,mss+ &5090 >® 0000 ' fMT OFle— HASTINGS ENGINE,, < G Dtu:_ ss+, 0 0 Project 9th Street -3rd Ave.to 6th Ave. Proj. No.1999-1 & 1999-2 Description Joint Patterns Design By D.W.M. Dcto 4/8/99 Controctor Drown By D.W.M. /teemed Sy � o�' a} Dm. No. 3 of 7 8'-0° i -10,-0,- --10'-0" -10,-0.-1V-3' 10'-0" yrypicar ~Typical` �-T-6" 7' 6' -`Typical` 11'-8' 11'-8" Typical` ---8'-0"-- 10'-0' 10 f 0, --8'-0"-- -- -2 -0° 1-2°" 8'-0' " 20R 11'-6" } r 20R il'6" E= 38.00 E= 38.00 4"oESs,°on°r .rrtt Sligo0� j/1#/11 �� o & °OO -S7 <C• : s`y8 DAVIDL o;,: WACKER =,mss+ &5090 >® 0000 ' fMT OFle— HASTINGS ENGINE,, < G Dtu:_ ss+, 0 0 Project 9th Street -3rd Ave.to 6th Ave. Proj. No.1999-1 & 1999-2 Description Joint Patterns Design By D.W.M. Dcto 4/8/99 Controctor Drown By D.W.M. /teemed Sy � o�' a} Dm. No. 3 of 7