Loading...
HomeMy WebLinkAboutPD2000-6NORTH Scale: 1"=20' 20' 0' 20' 40' 60' l 1 I BUILD 6" P.C.C. PAVEMENT 47B Station to Station Plan Side Sq. Yards 1+32 to 5+00 331 LT & RT 1,472.00 1+32 to 5+00 301 RT 368.0 BUILD 6" P.C.C. INTEGRAL CURB 47B Station to Station Plan Side Lin. Ft. 1+32 to 5+00 301 LT 368.0 1+32 to 5+00 301 RT 368.0 ADJUST MANHOLE TO GRADE Station Side Distance 3+80 Center 0 x x EL =1913 EL =1914.06 NOTES: 1. Approximately 192 C.Y. of embankment will be needed for the construction of this project.This embankment will be available from the construction of paving projects 2000-7, California Ave. and 2000-9 F Street. (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 adjacent lots to allow them to drain. 3. Utility work to be done by Hastings Utilities. 4. Centerline Equation - Rhode Island 0+94 = F St. 3+61 EL=1914.49 x x EL=1915.09 0+00 O O + x E1.=1913.42 14.00 0% J 0 h i J U 1% o ai Proposed 8" N v :. x x EL=1915.00 X Sewer Main 0 01 00 1 T.B.M. = F.H. © SE Cor. of F St./Calif. (E. of Smitty's Drive) Chiseled "X" on West Nut. ELEV. = 1917.40 0 E- 3 EL=1912.64 J LL 01 0 6 J LL F- m v H CR v 5' x EL=1912.43 13.21 TC 13.15 TC 12.71 FL 0.3%12.65 FL elN 1307 CL 6 EL=1912.28 104.29' x EL=1911.93 EL =1911.99 2+00 13.01 CL 1 0.3% ' I N N II 0.3% Li 12.71 FL 12.65;FL #' 13.21 TC O- EL=1913.12 EL=1914.23 13.15 TC EL =1913.37 X i Bik. 2 1 CO cn CO I CO V) I Hr. 1 ti m I„ 63 1m 7 ii a a LI d Tr i CU X L X u x -! W v I N � I � it O J - w X 13.00 TC 12.85 TC 12.50 FL 5 o+ Cu 11 100' w 3+00 i 4+00 12.70 TC 12.55 TC 4 I 3 .15 100' 12.35 FL 12.86 CL 12.71 CL N ai N 12.50 FL 12.35 FL 73.00 TC m 12.85 TC ;SrIU Li LU Li w • I I 0 <ex M 12.20 FL 12.05 FL 0.3% 12.56 CL 12.41 CL 0.3% 12.20 FL v 12.05 FL 0.3% r. I N W 12.40 TC 12.25 TC 11.90 FL 11.75 FL 12.26 CL 12.11 CL 11.90 FL RHODE ISLAND u) x EL =191316 104.31' 7 EL =1913.66 x EL=191 is LJ x EL=1913.45 12.70 1 11.75 FL X 5+00 • CO 0 Gh II w 12.10 TC 11.95 TC 11.60 FL 11.45 FL 11.96 CL N 11.81 CL N 11.60 FL N 11.45 FL 100' EL'=1913.05 8 EL.=1913.40 0' u w 12.55 TC m is 12.40 TC 12.25 TC 12.10 TC II u Blk. 1 _-R-1 00' • M 0 Cu n Cr' J N w X W 9 1 10 X 3 W CJ 00'! - - • Proposed Gas Main n x T s 11.95 TC ACITY OF HASTINGS, ENGINEERING DEPT. Project SOUTH RHODE ISLAND - F Street to G Street Proj. No. 2000-6 Description Construction Plan Design By B.B Dote 2/2001 Contractor Drawn By B.B Approved Dm. No. 1 of 2 192 Scale Horizontal: 1"= : 20' Vertical: i"= 2' 1920 1918 1918 1916.. PROPOSED GRADES 0-1 r NN leK, J v 0 M LL rn N 04 r N H C14 rD N 1916 1914 1912 1914 1910 1912 1910 1908 1908 190 EXISTING GRADES h rh N a M N N 1-1 M N d' N N n r0 O 1904 ...IWriYhpl, .. . otssro e • s 0+00 +50 1+00 2+00 +50 3+00 +50 4+00 DAVID L WALKER ... ire' 1906 1904 +50 5+00 8V64O1138010N Ae 11VSLO 8391610N A9 8308031 C; Cu 12.25 TC 11.75 FL 12.11 CL x co 3 L 5+00 x Blk. 2 100' 100' • n 11.75 FL 12.25 TC cC Li 100' 12.10 TO 11.95 TC 11.60 FL 0.3% 11.96 CL ( 11.60 FL 12.10 TC 0.3% 11.45 FL 11.81 CL co co 0' 0 0 0 x 2 6+00 c N Lu 0 m W NEW 8" WATER MAIN 11.80 TC 11.65 TC 11.30 FL 11.15 FL 11.66 CL Proposed 8" Sewer Main 11.51 CL EL=1911.54 100' 0.3% 0.3% 7+00 11.50 TC 11.00 FL 01 N 11.36 CL 1.46% z x EL=1910.43 EL=1911.48 J W X if J 44 Tx 0.7% 10.85 FL 0.3% o • X 11.45 FL RHODE ISLAND 11.95 TC Proposed 2" Gas Main C' N 100' 10 11 Blk. 1 11.30 FL 11.80 TC v w 11.15 FL 11.65 TC 0.3% Ch N li w 11.00 FL" 11.50 TC 11.05 CL 0.46% 10.90 FL n 0 J U N 0 U- ro co N N w EL=1911.07 x EL=1911.06 x EL=1911.09 X 12 x EL=1911. M O LO 0 J 0 mil M 6 3k. 2% W a: VJ (9 C u. 0 MiO 0 i� o co m o co1/40 C y a` U: u_ co 0 MiO J W N 0 0 r` I. 6 0 60' re0w 0 C' 12' I IG U. ✓ UJ. it - 2% m I 2% oil � jl II II I t END PROJECT: STA. 7+77 x EL=1910.44 x EL.=1910.76 x EL=1910.86 x EL=1911.09 EL=1910.27 x x EL=1910.13 Co co 0 O O i + H U, O O + X x EL=1910.67 C) CO EC: x x EL=1910.97 BUILD 6" P.C.C. PAVEMENT 47B Station to Station Plan Side Sq. Yards 5+00 to 7+21 E.O.R. 331 LT & RT 884.0 7+21 to 7+77 331 LT & RT 403.12 7+21 to 7+41 301 LT 31.4 BUILD 6" P.C.C. INTEGRAL CURB 47B Station to Station Plan Side Lin. Ft. 5+00 to 7+21 E.O.R. 301 LT 221.0 5+00 to 7+21 E.O.R. 301 RT 221.0 7+21 to 7+41 301 LT 31.4 7+21 to 7+41 301 RT 31.4 7+77 301 LT & RT 76.0 BUILD CONCRETE HEADER 47B Station to Station Side Lin. Ft. 7+41 to 7+77 LT 36.0 7+41 to 7+77 RT 36.0 2I' NORTH Scale: 1"=20' 0' 20' 40' ADJUST MANHOLE TO GRADE Station Side Distance 7+59 Center 0 NOTES: 1. Approximately 192 C.Y. of embankment will be needed for the construction of this project.This embankment will be available from the construction of paving projects 2000-7, California Ave. and 2000-9 F Street. (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 adjacent lots to allow them to drain. 3. Utility work to be done by Hastings Utilities. 4. Centerline Equation - Rhode Island 7+59 = G St. 4+66 5. Existing ditch on South side of G Street will need to be maintained and graded once intersection is complete to allow drainage. 6. Existing ditch on NE Corner of G St./ Rhode Island needs to be maintained to allow drainage to Storm Sewer Pipe. 7. Contractor shall drop curb at intersections for future construction of handicap ramps as directed in field by Engineer. T.B.M. = F.H. © NE Cor. of G St./Calif. Chiseled "X" on SSE Nut. ELEV. = 1915.21 F.H. © South of 415 E. G St., South side of road Chiseled "X" on N. Nut. ELEV. = 1912.61 Bj O A 'oF;'. MVO L WAM1tER i=5 MO nor IP pr`� 2.7 sea CITY OF HASTINGS, ENGINEERING DEPT. 00 Project SOUTH RHODE ISLAND - F Street to G Street Proj. No. 2000-6 Description Construction Plan Design By B.B Dote 2/2001 Contractor Drown By B.B. PPprove4 By Dm. No. of 2 1920 1918 Scale Horizontal: 1"= • 20' Vertical: .2' X1916 1920 1918 co of a- M U J LL F- IL 0) 0 04 PROPOSED GRADES r CO N N b O 1914 1910 190 -0.3 Proposed Grade E.xistlog. Gcadi~ 1916 1914 1912 1910 10 1906 xISTMIG' QRADESY' r 0 cc cct O M O 6 LL w Q 0 wLF - a. 0) CO 0 0 M N Co 0 2 tet 0 1904 5+00 1908 1906 1904 +50 6+00 +50 7+00 +21 +41 +50 +59 +77 8+00 R 1+00 1- 2+00 6 5 3+00 4 4+00 3 5+00 LL 0 Z W m / ' 104.29' ) 100' 100' ' i 1 too' C' 0 11.78' n 11.78' Typical RH o DE ISLAND 0 Typical it 11 7. w 104\st.31' { 7 100' 1 8 1 I 100' I 9 100• 10 Co 0 co d 0 va 3 N ,' M N 11.78' Typical 10 5+00 6+00 2 RHODE ISLAND 1 Co 0 11.78' Typical 0 Co 11 12 7+00 41.78' 11.78' 10' 8' Cr - 0 oo 0 10 10' 0 0 8' 8' 10' 10' 8' W Es - cc END PROJECT: STA. 7+77 { 20' NORTH Scale: 1"=20' 2,0' 40' 60' ACITY OF HASTINGS, ENGINEERING DEPT. 10 0 Project RHODE ISLAND AVENUE - F Street to G Street Proj. No. 2000-6 Description Joint Detail Design ByB.B. Dote 2/2000 Dote Drown By Approved Qt, �/ , / Om. No. B.B. rl ,fA/ 1 of 1