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HomeMy WebLinkAboutPD2000-1REMOVE CONCRETE HEADER Station to Station Side Lin. Ft. 7+43.5 LT/RT 37 LT & RT 863.3 7+43.5 - 9+53.5 BUILD 8" P.C.C. PAVEMENT 47B Station to Station Plan Side Sq. Yards 7+43.5 - 9+53.5 331 LT & RT 863.3 7+43.5 - 9+53.5 301 RT 210.0 BUILD 6" P.C.C. INTEGRAL CURB 47B Station to Station Plan Side Lin. Ft. 7+43.5 - 9+53.5 301 LT 210.0 7+43.5 - 9+53.5 301 RT 210.0 BUILD CONCRETE HEADER 47B Station to Station Side Lin. Ft. 9+53.5 LT/RT 37 ADJUST MANHOLE TO GRADE Station Side Distance 7+43.5 CL 0 7+00 LQ N- Q rnz U � W W 0c Cat cI LL Z0 (30 WZ CO W 15.29 TC Ex. 1 .33 TC 8+00 Lot 2, Block 1 Industrial Park North Sub. #2 Install 208 LF of 10" PVC Sanitary Sewer © .3% 15.54 TO 15;6TC 1916.39 XSECTION12 10 • 1917.67 XSECTION1 1 9+00 16.19 TC END PROJECT STA. 9+53.5 YOST AVENUE 14.49 FL Irr'let T.B.M. = F.H., Chiseled "X" on S.E. Cap Nut S.E. Corner of 39th St./ Yost Avenue Elev. 1914.58 IN I 4.54 FL Inlet LJ 15.04 C Exist. 0Ia M 15.08 CL 0.42% • 1916.07 XSECTION11 0.65% 1 ;.36 FL 0.65% 15.41 CL 0.65% MH rn 14.69 FL Ex. 14.73 FL 15.19 TSE . 15.23TC • 1916.29 XSEC24 0.62% 1913.26 XSECTION10 N 1504 FL 15:54 TC 1917.08 XSECTION11 0.65% \ • 1917.91 • 1913.43 XSECTION11 XSECTION10 80' Public Use Easement 1917.65 XSECT1ON9 • 1914.02 XSECTION10 5.73 CL 15.36 FL 15.86 TO M 0 o a0 15.69 FL 0.65% 16.06 CL 0.65% 15.69 FL 0.65% • 1917.2.9 XSECTION13 1918.14 16.51 TC 16.53 TC XSECTION13 16.01 FE-. 16.03 FL C4 N 16.38 CL 16.40 CL (N N 1 01 FL 16 03 FL • 1917.87 XSECTION11 16.19 TC • 1918.41 XSECTION12 • 1918.69 XSECTIONI 2 Block 3 Industrial Park North Sub. • 1918.08 XSECTION12 16.51 IC 16.53TC B.M. = NW Bolt on Irrigation Well Elev. 1922.37 i • 1918.25 XSECTION13 • 1917.54 XSECTION13 • 1918.20 XSECTION13 Install, 1-10" Plug NORTH Scale: 1"=20' 20' 0' 20' 40' NOTE: Approximately 879.0 Cubic Yards of Excavation will be derived from the construction of this project. Excess Excavation shall be property of the City of Hastings. A haul site shall be determined by the Engineer. Utility work to be done by Hastings Utilities. 610' CITY OF HASTINGS, ENGINEERING DEPT. 0 Project YOST AVENUE 622' South of 39th St. 210' South Proj. No. 2000-1 Description Geometrics and Grades Design By Drawn By R.G.D. B.B. Date 2/2000 Approved Byin-Ay/ Contractor Dm. No. 1 of 1 1922 1920 1918 ExistingGrades N O M OD 1922 1920 Existing Grade 1916 1918 -4 1914 191 0.66% Proposed Grade Existing Pavement .asseirafi $ �/ 400 bpeci Qn :}„o . DAVID L moml., a�?®...WACKER awe : oP.Re 1916 1914 1912 Propased.Grades ......... O 7 N M U, O 0 2 w m M <0 O6( -(6 77. or 7+00 +43.5 +50 8+00 +50 9+00 +50 +53.5 N- 7+00 C L c) d' V) I—W ww O¢ m0— CL. u_ z0 (D wz mw Lot 2, Block 1 Industrial Park North Sub. #2 8+00 9+00 END PROJECT STA. 9+53.5 YOST AVENUE or' Li 12' Typical in N 12' Typical 80' Public Use Easement Block 3 Industrial Park North Sub. NORTH 43 Scale: 1"=20' 20' 0' 20' 40' 60' ACITY OF HASTINGS, ENGINEERING DEPT. 0 Project YOST AVENUE 622' South of 39th St. 210' South Proj. No. 2000-1 Description Joint Detail Design 8y R.G.D. Dote 2/2000 Contractor Drown By B.B. APProved By Drn. No. 1 of 1 N 10' 10' 10' to N NORTH 43 Scale: 1"=20' 20' 0' 20' 40' 60' ACITY OF HASTINGS, ENGINEERING DEPT. 0 Project YOST AVENUE 622' South of 39th St. 210' South Proj. No. 2000-1 Description Joint Detail Design 8y R.G.D. Dote 2/2000 Contractor Drown By B.B. APProved By Drn. No. 1 of 1