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HomeMy WebLinkAboutPD2000-9NOTES: 1. 2. 918.57 x EL =1918.96 EL =1918.92 0+00 x EL=1917.48 x EL=1918,01 EL=1917.87 x EL=1917.19 x EL=1918.08 1+00 z EL=1916.54 IEL=1919.76 EL=1919,87 x EL-179AL.58 v fl =,74145 x EL=1917.98 x EL=1917.51 x EL=1917.62 EL =1919.09 EL=1919.19 x EL=1917.20 FL =191753 x EL=1916.76 Existing 10" DIP Water Main 1989 P= x EL=1917.22 z EL -1010.'0 x F' =1818 45. x EL=1915.96 EL=1916.87 EL 1916.93 EL 918.29 EL=1917.20 EL-" 17.97 x. x EL=1916.13 Lb.c4 x EL=1917.1_ EL=!917.43 EL=1917.15 Remove and Salvage to Owner 380 L.F. of existing Wire fence and Posts. Trees to be removed by City Parks and Rec. Dept. EL =1916,66 EL=1916.1.11 41916.01 x EL=1916.88 EL=1916.57 111 x EL=1916.56 x EL=1915.73 2+00 L=1916.54 Begin Removal of Existing Wire Fence S 7 ^osts. STREET 0 x EL=1915,09 x EL= 1915.67 x EL=1914.49 3+00 x EL=1915.00 x EL=1914.06 x EL=1914.42 x EL =1913.43 4+00 x EL=1913.74 x �„=1913.02 x EL=1913,42 x EL =1912.70 5+00 20' J x EL=1913.13 NORTH Scale: 1"=20' 0' X EL =1912.55 20' 40' x EL=1913.02 xq EL1916.44 x E =1916.32 to 0 0 a. S 0 rn c 4/ $ ELIC -1915.57 EL= =1915.63 rs Ire .. x El =1915.10 a �•►ia EL=1914.79 fitraa • Irl 4.08 EL=1915.21 x EL=1914.68 x EL=194.?3L=1914.80 x EL=1914.24 1,915.49 EL=1915.11 916.03).1% 15.92 1..=1:g1.3 =191' 'b'�.3 EL=1915. 7 EL11915.43 71 1 EL=1916.51 Asph. EL=1916.64 1920 19 x EL=1914.83x LL =19'5,34 I I £L=1914,59 x EL=1914.24 x EL=1914.32 EL=1914.07 x EL=1913.96 EL=1914.23 x EL=1913.76 EL=1913.66 x EL=1913.44 x EL=1913.67 x EL=1913.37 EL=1913.13 x EL=191312 - t EL=19116.12 EL =191c1 59 913.35 t EL=1912.76 c EL=1912.42 Pairafeitt 06 1/ 1/ II Enid Removal of Existing Wire Fence and Posts. EL=1912.39 EL=1912.64 xl EL=1912.43 EL =1912.28 1IL=1912.24 • EL=1912.17 EL=191L93 x EL=1911.98 EL=1911.88 01177 91226 4w Sites sittl 1911.86 r41ASS1911.38 114 pip Op 410 EL :1912.12 EL=1912.05 L=1915:20 P Jed y'� soli f ES3/p''litt\ e000aQ°°%-f - > ER set °Z 1655090 f2 Z3_t.Ot 64. •••••- 004i, ~4H 80' A CITY OF HASTINGS, ENGINEERING DEPT. 00 Proj. No. Description F STREET - Califomia Ave. to Rhode Island Ave. 2000-9 Removal Plan 1.33 Drown By B.B. Contractor Dm. No. 1 of 2 Scale: Horizontal: Vertical: 1" 1"= 20 = 2' 1918 1916 1914 PROPOSED GRADES 1912 191 1920 1918 1916 1914 1912 1910 1908 190 co EXISTING 'GRADES N (6 a M (0 irj M on "i O 00 0 ('1 1904 1908 1906 1904 0+00 1+00 +50 2+00 3+00 4+00 5+00 x EL=1916.13 Y £L=191.73 x EL=115,09 x EL=1914.49 EL=1914.06 x EL=191343 x 8.=1913.02 x EL=1912.70 x EL=1912.55 EL=1916-87 EL=1918.57 NORTH Scale: 1"=20' x EL=1917.48 x EL=1916.54 x EL=1917.19 x ETL=1918.96 EL=1918.92 x EL=1918.01 x EL=1917.22 EL=1917.87 EL=1916.93 EL=1919.76 EL=1919.09 ...V..V Z ,. -t9+ac EL=1919.87 EL=1919.19 EL 1918.29 EL=19I7.20 • EL= 917.97 x EL=1916.56 =1916.54 x EL=1915.67 x EL=1915.00 0 0 a` x EL=1914.42 EL=1913.13 x EL=1913.42 x EL4tiinak 3?.58 x EL=1917.98 < EL=1917.51 x EL=1917.20 FL=1917 S? x EL=1916.76 Existing 10" DIP Water Moin 1989 16.30 TC 15.80 FL x EL=1915.96 Proposed 2" Gas Main 13.77 TC 16.12 TC 15.96 TC 15.80 TC 15.62 TC 1 .51 TC 09% 15.62 FL 15.12 FL 15.01 FL 15.06 TC 14.56 FL 14.11 FL 13.27 FL 13.2 FL 13.87 TC 13.37 FL EL=1917.62 16.16 CL x EL=1917.12 14.92 CL 14.02 CL 2.16% 13.52 CL 4- 13.37 CL BUILD 6" P.C.C. PAVEMENT 47B Station to Station Plan Side Sq. Yards 0+62 to 3+99 331 LT & RT 1547.00 0+62 to 0+82 301 RT 31.4 1+18 to 3+43 301 RT 247.8 BUILD 6" P.C.C. INTEGRAL CURB 47B Station to Station Plan Side Lin. Ft. 0+62 to 3+99 301 LT 337.0 0+62 to 0+82 301 RT 31.4 1+18 to 3+43 301 RT 247.8 3+79 to 3+99 301 RT 31.4 15.80 FL 16.30 TC 5.62 FL 15.30 FL 15.12 FL 15.01 FL 15.62 TC 15.51 T =1916.34 0.9% 1.74% 14.56 FL 14.11 FL 13.66 FL 13.26 FL 15.06 TC . NEW 12" DIP WATER MAIN 13.76 TC 12.91 FL 1241 FL 1291 FL 13.37 FL 13.87 TC Future 12" Water' Main to UPRR Corridor Water Main x-- EL EL=1917.43 EL=1917.15 NOTES: 1. Approximately 524 C.Y. of excess excavation will be derived from the construction of this project. (Dirt Quantities were calculated from R.O.W. to R.O.W.) 2. All excess excavation derived from the construction of Paving Districts 2000-6, 2000-7, and 2000-9 shall be spread across low areas of lots on Rhode Island to allow them to drain. EL=1914.68 EL=1913.67 =1911 3.12 105.98' ADJUST MANHOLE TO GRADE Station Side Distance 0+95 RT 16.5 _n_________A+20 RT 7.0 EL=1912.39 EL=1915.21 x EL=1914.32 EL=1914.23 EL=1912.64 x EL=1913.37 =1912.26 EL=1912.12 EL =1912.05 BUILD CONCRETE HEADER 47B Station Side Distance 0+62 LT & RT 36.0 3+99 LT & RT 36.0 x EL=1913.76 x EL=1912.43 3. Utility work to be done by Hastings Utilities. 4. Centerline Equation - F St. 1+00 = California Ave. 0+94 F St. 3+61 = Rhode Island 0+94 5. Contractor shall drop curb at intersections for future construction of handicap ramps as directed in field by Engineer. 1.915.49 I EL=1915.11 ADJUST WATER VALVE TO GRADE Station Side Distance 1+06 LT 12' 1+12 LT 11' 1+15 RT 24' EL=1914.07 EL=1913.66 7 EL=1913.13 EL =191828 EL=1916.66 x EL=1911.93 x EL=19i4.83x EL=1914.59 x EL=1914.24 x EL=1913.44 EL=191x' 441916.81 EL=1916.89 EL=1916.51 Asph. EL=1916.64 x EL=1913.96 x EL=1913.12 x EIL=1912.24 x EL=1911.98 EL 91915.43 911.38 Project F STREET - California Ave. to Rhode Island Ave. Construction Plan x-191,0.19 T.B.M. = F.H. © SE Cor. of F St./Calif. (E. of Smitty's Drive) Chiseled "X" on West Nut. ELEV. = 1917.40 L=1915:20 • EL=1912.17 x EL=1911.S8 Contractor PROPOSED GRADES - Existing Grade Proposed Grade EXISTING 'GRADES +82 1+00 +18 BEGIN PROJECT: STA. 0+62 GD 0 0 In 1+00 2+00 3+00 Oa 0 0 GD 10' 10' 8' 0 10' 10' 8' 10' 10' 0 11.56' 0 0 i 1 1.56' Typical F STR EET 0 11.56' 11.56' 11.56' 10' 10' 8' 0 10' 10' 8' 0 0 Typical 0 do -00 Oa 0 0 10 10' 8 W a a z GC 0 LL —J Q U 20s 6 Blk. 1 Oa 7 Oa 0 z w GD 0 0 GD II SLAND AVE. w a 0 2 II —.0 6 Blk. 2 NORTH ACJ Scale: 1"=20' 20' 0' 20' 40' 60' ` p ESS% �D �....ow 09! im,' '�,ek i ; DAM L e; LI g WACKER: Z: t-5090 r, ate. -Z3 roa �. rr• CITY OF HASTINGS, ENGINEERING DEPT. 100 Project F STREET - Califomia Ave. to Rhode Island Ave. Proj. No. 2000-9 Description Joint Detail Design By B.B. Date 2/2000 Controctor Drown eyDm. B.B. App J5%(4 No1 of 1