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Home My WebLink AboutPD1998-6103+00 Th ajJI N n m II W N P II W PINE AVE. t— cn Di Q 0 N 6 II W Sta. 103+83 Begin Project 104+00 n N II W 0' J W 105+00 0 to -J W co co 0' 106+00 NOTE: Porch of trailer is on Proposed Back of Curb. Will be moved prior to project by homeowner. 1 v EL=1917.99 0 P < n a n n n U. W II/ 4,A1 Atte Ier A'A W a. II W N N J La • 6' Easement XW J ri W _ t II a (u a, O L a. U Z W 7 11 ▪ ® W v U W 20' M co F N p h 7+ •a i P J II J W NORTH Scale: 1"=20' 0' I 20' 40' I 60' O r` 0 II W .a t` rot J W ..0 N II W 107+00 STA. 106+96 END PROJECT P co P n 0 w J W II J W J W V N C 00 co NOw, P. • W04 11 .d ‘15as .. o N IA ars 'CIT, II W a. Z W W K n o Y ` C .D .G m m II 11 W W REMOVE PAVEMENT Station to Station Side Sq. Yards 103+83 — 105+64.6 LT & RT 543.3 SAW CUT Station to Station Side Lin. Ft. 105+31.6 — 105+52.3 LT & RT 20.7 REMOVE HEADER Station to Station Side Lin. Ft. 105+64.6 LT & RT 36 Removal NOTE: Five trees to be removed by others. A CITY OF HASTINGS, ENGINEERING DEPT. ' C3 Project Pine Ave.- Paul St. to H St. Proj. No. 1998-6 Description Removal Design By Drawn By B.B. Dote 1/99 Approved By B.B. Controctor Dm. No. 1 of 2 1918 191 SCALE 0 0. a; 4 d 0 Horizontal: 1'"= 20' Vertical: 1 2' -J U V C tsJ O co C) 0 O (O Existing.Grodes a) O) rn N: O a0 (D n a0 O N rn Existin 1918 ......... ........ ........ • Grade • 1- 4- — 1916 1914 1912 1914 1912 103+00 104+00 105+00 106+00 107+00 103+00 EL=1917.50 H aG EL=1917.59 104+00 STA. 103+85 BEGIN PROJECT Privnte Wpter Line (G sin 116 ,6tV W O 9 M W 17. ( 1 y 0, O T i W 4 17.0c.T 3- S2 s 19 Cl N CI 105+00 1.741.9 ff.597% 17.49 CL PINE '°- PINE AVE. RIr, i; W P 17.43 n -0.40 17.29 CL N 4 4: II W 16.73 EL=1918.42 P n J rj �1 NEW 8" P WATER MAIC 17.O TC 106+00 7:09 CL_ - 0.40% 0.89% 16.92 FL +0.42% 17.13 FL 11 W 17.42 TO 17.63 TC -0.40% 16.93 FL 16.73 FL - 0.61% n a' P P 0 W ndoned 8' Gas -J U CO U- 16.93 16.93 TC 16.53 FL •.43 FL I I 16.43 CL I D. jr I { 16.65 CL 16.42 FL 16.27 FL 17.43 TC n d Abandoned n in T II J W W X 'C NOTE: Approximately 300 C.Y. of excavation will be derived from the construction of this project. Excess excavation shall be used on H St. Paving Project #1998-5 and/or scattered on empty lots on site. T.B.M. = S.W. Cor. Paul St./ Pine Ave. "X" Chiseled on N.E. Bonnet Bolt ELEV. = 1919.97 2' STD. -176' 17.23 TCExistint4' Gas 16.92 TO 16.77 TO NORTH Scale: 1"=20' <EL=1916.52 m n W 20' 0' 20' 40' 60' I I I I i•0 In Abandoned 8' Gos J 0 0 • _a V U) N O o o + 0 U- + -..IC&j. - U-�o• J L II II J W a. Z W W 2% 2% 1 J N 107+00 01- 8 8 cc 0 C z W 0) 0) co 0 16. 1016.95 TC a. J 16.45 C NEW 1\ WATER SERVI 11 W NOTE: Contractor shall drop curb at intersection for future construction of handicap ramps as directed in field by Engineer. NOTE: Utility work to be done by Hastings Utilities. Bross Cap © H St./ Wabash Ave. in Int. ELEV. = 1916.07 BUILD 6" P.C.C. PAVEMENT 47B Station to Station Plan Side Sq. Yards 103+83 - 106+96 331 LT Sc RT 1420 36 BUILD 6" P.C.C. DRIVEWAY 47B Station to Station Plan Side Sq. Yards 105+40 331 LT 36.2 BUILD 6" P.C.C. INTEGRAL CURB 47B Station to Station Plan Side Lin. Ft. 103+85 - 106+96 301 LT Sc RT 710.4 36 BUILD 6" P.C.C. HEADER 47B Station to Station Side Un. Ft. 106+44 - 106+75 LT 31 106+96 LT & RT 36 ACITY OF HASTINGS, ENGINEERING DEPT. 0 Project Pine Ave.- Paul St. to H St. Proj. No. 1998-6 Description Geometries and Grades Design By Drown 8y B.B. Date 1/99 Approved BY B.B. Contractor Dm. No. 2 of 2 1918 1916 1914 SCALE: 0- (-) U tQ CO a; 9 a o v C W 0) O 6 Existing..Grades. Horizontal: "= 20' Vertical: 1 "= 2' O 9 co 9 to O a; N aD O N rC N O o Existing rade +0.78% _ -0.40% 1918 -�_ ..... ......... Proposed • grade ,-0.89% 1912 PrOp.9SMd..074 a N O O to a co In N 6 4- w 1916 1914 1912 103+00 104+00 105+00 106+00 107+00