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Home My WebLink AboutPD2000-71920 REMOVE ASPHALT DRIVEWAY Station Side Sq. Yds. 2+16 RT 47 3+89 RT 52 1///2 Remove x EL=1916 54 x x EL=1917,19 x x Z x EL=1917,12 x E.=1917,62 00 Ox EL=1915.21 N —_ US J W X EL=1916.32 vi 0 fiN U: lJ W W CU 0 4.1 1/j EL=1914.24 2+00 -r 0' w CI) CO V 0 w X EL =1914.07 x EL=1914.24 O uNi x EL=1914.70 0) N J N W v 0 U J W It 0 _to r w x.�- x o+ w in N V .0 i0 14 5 (a J _I W tr. x X EL=1915.14 =1915.2 . . 05 S Q? El x 3+00 EL=1914.10 Gravel Exi ting G2? Main x EL=1914.69 CU V' to. Cr. -J w xxft, 1915.42 11 x v 0' is Ej rl atraoatec..41Ltb, EL= CU.¢z n J If J If N W J JJ W 2£'1,61='13 w C 0 M tri N N -1 W 0 Ni '0 CAL`tt,FMIA AYE. W to ' W EL=1914.35 x EL=1913.37 EL=1913.79 X CJI Low 'fr0 Jo WUj N N X CO N 0 Li 5+00 x EL=1913.36 CU N 0 0I rW V a ch 17 G+ J a W i °XW .X CC 0` W X EL=1913.49 w dos tit itsb 's 0 Cr x EL=1916.38 N m J X 2I' NORTH Scale: 1"=20' 43 20' 40' 610' CITY OF HASTINGS, ENGINEERING DEPT. 0 Project CALIFORNIA AVENUE - F Street to G Street Proj. No. 2000-7 Description Removal Plan Design By B.B Dote 2/2001 Contractor Drawn By B.B. Approved Ely �aM Dm. No. 1 of 2 Scale Horizontal: 1".= :20' Vertical: '1"^ 2' 1918 1 91.6 1914 X 1912 X 1920 1918 1 916,... 1914 191 1908 190 EXISTING GRADES N N u3 N a (0 rn wt - r W aD tri co N M LO -01 0 0) 'did ui d' h N 0 a 1904 1912 1910 1908 1906 1904 0+00 +50 1+00 +50 2+00 +50 3+00 +50 4+00 +50 5+00 eVSLO easy eVSGo 213131AMN Ase Cu J W' x 5+00 8+00 m X W o+ t M a' '-til CO `c m 4.xN al i u m 0., co c! LU n, 'I n IL-1 S zK LU0 -4 _u:t3" �W >< W •M)_e4 CALIFORNIA AV3 ro It jri co L1 V cm 6£'Z151= Grovel T N Cu N tj s? N N W ravel a' Nx m a N 11 _}1 I W x EL=1911.81 N 0 X EL =1911.55 Cu N Rf N OS. LJ x M N C 0x X J u u 0 a J Q til— JJ— l,. CSJE—Xasf J ti W W I I J X X x WX X Existing Gos Main co EL=1913.39 w W i EL=1912.62 Remove 20' NORTH Scale: 1"=20' 0' , 20' 43 4' 1 REMOVE ASPHALT DRIVEWAY Station Side Sq. Yds. 5+66 RT 64.5 7+37 RT 62.0 7+84 RT 59.0 7+84 RT 37.0 REMOVE CONCRETE DRIVEWAY Station Side Sq. Yds. 7+37 RT 48.0 7+26 to 7+46 RT 50.0 REMOVE ASPHALT PAVEMENT Station Side Sq. Yds. 7+59 RT 284.0 7+26 to 7+46 RT 50.0 REMOVE SIDEWALK Station Side Sq. Ft. 6+60 RT 29.0 7+26 to 7+46 RT 50.0 REMOVE EXISTING JUNCTION BOX Station Side Each 7+40 RT 1 7+79 LT & RT 137.0 REMOVE EXISTING 15" C.M.P. Station Side Lin. Ft. 7+40 to 7+78 RT 38.0 7+79 LT & RT 137.0 REMOVE EXISTING 12" C.M.P. Station Side Lin. Ft. 7+40 40' RT 41.0 7+40 90' RT 30.0 60' A CITY OF HASTINGS, ENGINEERING DEPT. 11r191110.10331.3 } 3 911 1011 04 Project CALIFORNIA AVENUE - F Street to G Street Proj. No. 2000-7 Description ro J Removal Plan Date 2/2001 Controctor Drown By 1920 X x 1918 1916 1914 1912 — -x— 191 1908 190 CL EXISTING GRADES M N ki tzt ri a_ M aY N N O u"l N N d 04 N CO N N 40 N M N 1904 1920 1918 19x.6.... 1914 1912 1910 1908 1906 1904 5+00 +50 6+00 +50 7+00 8+00 +50 9+00 714 8VSLO tl38W(1N AG 830t1038 8VSLOtl38WfN a NORTH Scale: 1"=20' x BUILD 6" P.C.C. PAVEMENT 47B Station to Station Plan Side Sq. Yards 1+32 to 4+50 331 LT Sc RT 1,272.0 1+32 to 4+50 301 RT 318.0 BUILD 6" P.C.C. INTEGRAL CURB 47B Station to Station Plan Side Lin. Ft. 1+32 to 4+50 301 LT 318.0 1+32 to 4+50 301 RT 318.0 BUILD 6" P.C.C. DRIVEWAY 47B Station to Station Plan Side Sq. Yards 2+13 331 RT 49.0 3+89 331 RT 44.0 x 6 0' r) 104.38' EL=1914.07 t6 C) W _0 %45.66 TC 1a -w I I rn -I-- rn M 2% o % di! _ w ; 0 u. it id 'a in w 15.46 CL to 19.3% 15.60 TC 15.10 EL E Cu 2400 J W X 9 Li 15.4 rC EL =1914.07 x EL=!914.24 x EL=1914.70 X 5 EL=1914.04 100' 'J -0 x 3+00 x EL=1914.10 x EL=19/4.69 Blk. 1 x EL=1913.90 4 100' X i-- 14.95 FL to { { 10 Existing 10" DIP Water Main 1989 15.30 TC 14.80 FL IC w 15.15 TO 14.65 FL 15.00 TC 14.50 FL 10 W to w t0 -W 15.46 CL fA 0.3% 15.31 CL 15.16 CL 15.01 CL 14.86 CL N s 0 .4 0 1.37% 0.3% h! 14.95 FL 45 TC 4 .4 14.80 FL !4 .4 bd VAr.NI-, ` / \ - `• _A/oh/4k 14.65 FL -dam .4 400 Li X 14.85 TC 14.35 FL 10-w EL =1913.30 EL=1914.35 M it II w x x EL=1913.79 14.70 TO 14.20 FL 3 100' x EL =1912.91 x E1.=1913.87 x EL=1912.78 0.866% 14.7 1OL 0.3% 0.3% b EL=19 6 ADJUST MANHOLE TO GRADE Station Side Distance 3+99 RT 6' N 14.56 CL N -eab✓i r FL Lit as 0.866% 0.866% 2% 2% Proposes! -Gas J 0 0 w0 co co0 U) o6 w co co to NOTES: 1. Approximately 1,476 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. W X coN N rn J X x X 3. Utility work to be done by Hastings Utilities. 4. Centerline Equation - F St. 1+00 = California Ave. 0+94 5. Contractor shall drop curb at intersections for future construction of handicap ramps as directed in field by Engineer. 0 o0 0) 0 a. 0 0 W v N N w op co s0 co rr li .1 .6 a x EL=1916.3E x W X L X J W ,.CITY OF HASTINGS, ENGINEERING DEPT. 0 Project Pro). No. Description CALIFORNIA AVENUE - F Street to G Street 2000-7 Construction Plan 192 T.B.M. = F.H. .0 SE Cor. of F St./Calif. (E. of Smitty's Drive) Chiseled "X" on West Nut. ELEV. = 1917.40 2/2001 Contractor Scale: Horizontal.: Vertical. 1' -.20' = 2' 1920 1918 19.1,6 1914 PROPOSED GRADES 0 16 0 16 0 N 0 U) so 0 a 0 N 1912 1910 1918 1.9.1.... 1914 1912 1910 1908 1906 N N C" EXISTING 'GRADES co 0) N CO CO •c1 - L6 L6 CO N 05 N 0) co 0 0 a N N o- cctY in 1904 a •v ....�w8.. -L3 • ;,ro,$. . 1908 1906 1904 0+00 +50 1+00 +50 2+00 +50 3+00 +50 4+00 5-00 Existing Manhole 0 WI LL N JI 1 w 8+OQ VJ H U W -) 0 cc ti 0 mN Z n W LT; c; it x u 'TX J 0 co v M1O M 0 2% U F- _Cut Cone Section to Approx. 10" Below Proposed sub -grade Elev. as required by grade 14.70 TC 14.29 TC 14.20 FL 13.79 FL 13.07 TC 12.66 TC 12.28 TC tT 0' U) 0) N N U' ti u X 3' min. (76mm) MANHOLE @ G St./Calif. 13.38 FL 12.98 FL 12.57 FL 0.866% Existing 10DIP Water Main 1 12.16 FL 1.19% 11.78 F G tal -- LJ J 0.866% 14.15 CL Cr'o n O sa n- 13.74 CL 131 12.93 CL 0.866% 1.86% 1200 Grovel 11.90 CL Grovel 0.866% In 0 m 0.866% Tar 0.866% 12.16 FL 11.83 FL r_, 13.07 T%r�' ,, • '�� 12.33'[C a, L., 7.twavkze C) N J w _ Li 5 12.57 FL m m 0. x N 11.9' 12.40 TC Existing Gas Main Proposed Gos Main N oTo 0 m M 1 BUILD 2' x 6" CONC. FLUME Station Side Sq. Ft. 7+37 RT 26.0 * 7+60 SEE DETAIL RT 4' ADJUST MANHOLE TO GRADE Station Side Distance 6+75 RT 5.5' * 7+60 SEE DETAIL RT 4' BUILD ASPHALT DRIVEWAY Station to Station Side Tons Type Inches 7+84 50' RT 15 14 4" 7+59 RT 36 17C RT 7+84 100' RT 9 14 4" 7+77 to 7+97 301 LT 31.4 7+77 to 7+97 1920 BUILD 4" CONCRETE SIDEWALK ABX Station Side Sq. Ft. 6+60 RT 29.0 7+26 to 7+46 RT 50.0 BUILD ASPHALT PAVEMENT Station to Station Side Tons Type Inches 7+59 RT 70 14 4" 7+59 RT 36 17C RT 93.0 7+21 to 7+41 301 RT 31.4 i CS LI • NOTES: 1. Approximately 1,476 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.) OJ Chiseled "X" on SSE Nut. ELEV. = 1915.21 121 oi 0 Typical stub Proposed Manhole Build 8" Reinforced Conc. Lid 6'x6w/ No. 4 Bars - 8' O.C., then adjust manhole to grade. See Detail Sheet 443-R5 for lid detail. 717mm) Typical st b as required by grade 0' tl w 3' min. (76mm) MANHOLE @ G St./Calif. CS w x EL=19;2.62 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. 3. Utility work to be done by Hastings Utilities. 4. Centerline Equation - G St. 2+05 = California Ave. 7+59 5. Contractor shall drop curb at intersections for future construction of handicap ramps as directed in field by Engineer. NORTH Scale: 1"=20' 20' 40' BUILD 6" P.C.C. PAVEMENT 47B Station to Station Plan Side Sq. Yards 4+50 to 7+21 331 LT & RT 1,084.0 7+21 to 7+97 331 LT ec RT 492.0 7+43.5 to 7+74.5 331 RT 93.0 BUILD 6" P.C.C. INTEGRAL CURB 47B Station to Station Plan Side Lin. Ft. 4+50 to 7+21 301 LT 271.0 4+50 to 7+21 301 RT 271.0 7+21 to 7+41 301 LT 31.4 7+21 to 7+41 301 RT 31.4 7+77 to 7+97 301 LT 31.4 7+77 to 7+97 301 RT 31.4 7+26 301 RT 25.0 BUILD CONCRETE HEADER 47B Station Side Lin. Ft. 7+41 to 7+77 LT 36.0 7+45.5 to 774.5 RT 29.0 7+97 LT & RT 36.0 BUILD 6" P.C.C. DRIVEWAY 47B Station to Station Plan Side Sq. Yards 5+66 331 RT 47.0 7+37 331 50' RT 50.0 7+37 331 90' RT 45.0 BUILD 8" CONCRETE HEADWALL 47B Station Side Size 7+37 90' RT 30.0 7+38 90' RT 30.0 Build 8" Ductile Iron St. Sewer Pipe Station Side Lin. Ft. 7+37 90' RT 30.0 7+38 90' RT 30.0 6. Existing ditch on South side of G Street will need to be maintained and graded once intersection is complete to allow drainage. 7. Contractor shall plug existing storm sewer at Sta. 7+79, 115' Right of CL, with approximately 1 C.Y. of P.C.C. Concrete 47B. ENGINEERING DEPT. \-1 Project CALIFORNIA AVENUE - F Street to G Street Proj. No. 2000-7 Descript Construction Plan Design By B.B Dote 2/2001 Contractor Drawn By Approved BY 2 of 2 Scale: Horizontal 1" - 20' 1918 191.6 1914 1912 191 a. Cct PROPOSED GRADES et - to Ge 1908 190 1904 EXISTING GRADES a tot rex fel fet Cd oo 192Q 1918 1914 1912 1910 1908 1906 1904 5+00 +50 6+00 7+00 +21 +43 +50 +59 +77 +978+00 +50 9+00 0+00 It Z w Ic 1+00 2+00 3+00 4+00 D II II II II Co ONE 0 0 0 11.178' Typical CA LIFO { RNIA AVE { 0 0 0 11.78' Typical cc 7.6' 7.6' 7.6' 5+00 6+00 10' 10' 7+00 Co 0 0 11.78' Typical CA LIFO RNI AAV GD 0 { 7.3' 7.3' 7.3' 0 0 11.78' Typical 1.78' Du w w CC H 0 10' 8' 8+00 8' I 7' 7.5' 0 0 10' 0 GD NORTH Scale: 1"=20' 2I ' 0' 20' 40' 610' ACITY OF HASTINGS, ENGINEERING DEPT. 0 Project CALIFORNIA AVENUE - F Street to G Street Proj. No. 20000 7 Description Joint Detail Desgn By B.B. Dote 2/2000 Contractor Drown By B.B. Approved By Dm. No. 1 of 1 DOI MI frit) ia;3d Co 0 10' 10' I 00 CO 8' I 7' 7.5' 0 0 10' 0 GD NORTH Scale: 1"=20' 2I ' 0' 20' 40' 610' ACITY OF HASTINGS, ENGINEERING DEPT. 0 Project CALIFORNIA AVENUE - F Street to G Street Proj. No. 20000 7 Description Joint Detail Desgn By B.B. Dote 2/2000 Contractor Drown By B.B. Approved By Dm. No. 1 of 1 DOI MI frit) ia;3d