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Home My WebLink AboutAID2001-1o {oEL=1935.08 V LL�1 Q IC LLJ0 ''Q^ vJ EL =1935.31 REMOVE CONCRETE PAVEMENT Station Side Sq. Yds. 0+16.5 - 0+31.5 LT & RT 29.8 1+22 - 1+58.5 RT 45.0 REMOVE ASPHALT DRIVEWAY Station Side Sq. Yds. 0+31 - 0+73 RT i10 1+22 - 1+58.5 RT 45.0 REMOVE CONCRETE DRIVEWAY Station Side Sq. Yds. 0+72 - 1+22 RT 61.2 1+58.5 - 1+78.5 RT 24.5 REMOVE SIDEWALK Station Side Sq. Ft. 0+25.5 - 0+30.5 RT 35.0 1+50 - 1+53 LT 12.0 2+74 - 2+91 LT 51.0 REMOVE 30" CURB & GUTTER Station Side Lin. Ft. 0+14 LT & RT 30.0 x-- - x EL.=1934.61x EL=19 M p LL =i9 EL=1934 EL=193455 EL=1935.06 EL=1935.48 ha c1.4.Y4 0+50 EL=1935.70 1+00 -1925.71 EL=1935.4 EL=1935.4. 1933.49 EL=1935.68 • • 1+50 EL=1935.08 EL -1935.3 1=1935.40 EL=1935.16 EL=1934.8 EL=1935.08 1 r- EL=1935.48 0 r EL -1935.32 ELI'1935,41 EL=1935.5 EL=1935.34 EL=1935.321 EL=1935.51 EL=1934.95 x EL=1935.52 3 i 4e. • Proposed CL Existing_ CL EL=1935.54 L ALLEY EL=1935.96 _L=1935.71 EL=1935.63 EL=1935.7 .......s ,r 377 i0,7 EL=1935.77 EL=1935.79 EL= EL=i 6.01 EL=1936.52 935.93 L=1935.44 Garage EL=1936.01 EL=1935.98 EL=193 =1 �. .1111,4.1" EL=1935.79 10' EL=1935.80 EL =1935.90 EL=1935.94 NORTH Seale: 1"=10' 0' + L=1934.93 Garage EL=1935.18 CL 5.17 -7(W-'-71-11r EL=1935.15 EL =-1935.21x 2+00 x EL=1935.22 EL=1934.78 EL=1935.36 EEv1934r98 EL=1935.09 x EL=1934.82 EL=1934,90 0 x £L=1934.70 2+50 • EL=1934.96 Garage EL=1935.04 EL=1934.40 EL=1934.83 EL=1934.71 ea �� Garage 34 EL=1934.63 =1935.16 rem x EL=1936.06 10' 20' 30' ,a=1955:49 ar A I •' iii cr:Fsr^(.zSimi EL=1935.28 EL=1934.75 EL=1934.81 EL=1934.64 4k=19 EL=1935.76x EL=1935.54x EL=1935.59 Garage EL=1935.68 E E1919.n.80 L=1935.53 L=1936.15 EL=1935.60 EL=1935.64 L=1936.29 EL=1935.68 x EL=1935.51 EL=1935.78 House EL=1935 EL =1936.1 EL=1935.46 L=19335.39 EL=1935.00 EL=1935.14 EL=1934.97 x EL=1935.02 EL=1935.10 EL=1934.71 x EL=1934.90 CITY OF HASTINGS, pe -poi 0 ENGINEERING DEPT. Project ALLEY - Bellevue to Saunders between 2nd St. and 3rd St. Proj. No. AID2001-1 Description Removal Plan Design By B.B Dote 4/2001 Controctor Drown By B.B.NAN Approved BY '1 of 2 1937 Scale Horizontal: 1" = :10' Vertical: 1"= 1' 1937 1936 1935 1934 .r Edsting'Gracie 1936 1935 1933 --- -1.934 1932 1933 1932 1931 3 193 4) o01:9j9at►PPpj,;A; . ifgpSsip4l 9 Fw`�°°. �1::: °°+i c" ..: i?RY(D L ... '01 22 WACKER ; z " J o ...€x5090::: Elf490 0 ' U 192 EXISTING' GRADES M M m M to M 1931 1930 1929; 0+00 1+00 +50 2+00 SVSCO 83814111N A8 8308031 (/ J L co 1+00 1+50 i J 5 REMOVE CONCRETE PAVEMENT Station Side Sq. Yds. 0+81.5 to 1+00 LT Sr RT 42.0 3+62.5 to 3+71.5 LT & RT 25.0 REMOVE BARRIER CURB Station Side Lin. Ft. 3+66 LT 13.0 3+66 RT 9.0 REMOVE 30" CURB & GUTTER Station Side Lin. Ft. 0+79 LT & RT 37.0 0+93 RT 37.5 House 0 REMOVE SIDEWALK Station Side Sq. Ft. 0+93 LT 25.0 0+93 RT 37.5 3+69 LT 71.5 3+69 RT 38.5 EL=193344 2+00 10' Grovel EL=1934.75 J EL=1934,04 NORTH Scale: 1"=10' 9' EL=1934.53 10' 20' 30' M m J J 0 0 2+50 EL=1934.59 EL=1934.52 In 3+00 3+50 M 0' to N. '0 6 CO V N Ci CI 0' ON n 0 J J w w x—X U) M J W W EL=1934.90 EL=1934.87 x EL=1934.86 0(.7; N A\ CITY OF HASTINGS, ENGINEERING DEPT. 0 Project ALLEY - Bellevue to Saunders between 2nd St. and 3rd St. Proj. No. A102001-1 Description Removal Plan Design BY Dote Contractor B.8 4/2001 Drown 9j B.B. 1937 w 11 J w APP 1144) • 2 of 2 x 1936 Scale: Horizontal: 17= 10' Vertical: 1' = 1' 1937 1936 1935 1935 1934 1933 1934 1932 Exist! Grad y 1933 1931 SoQp,ay % DINANDERL:�.` • teas £-5090 1930 1929 4 °°se°eop0 , lll� ®L99 1932 c 1931 rdt EXISTING GRADES 1`t nt n V' e M tro 06 1930 1929 1+00 +50 2+00 +50 3+00 +50 BUILD 6" P.C.C. PAVEMENT 47B Station to Station Plan Side Sq. Yards 0+16.5 to 0+24.5 331 LT & RT 15.5 0+24.5 to 2+50 331 LT & RT 356.0 BUILD 6" P.C.C. DRIVEWAY 47B Station to Station Plan Side Sq. Yards 0+72 to 1+22 331 RT 67.0 1+58.5 to 1+78.5 331 RT 27.0 BUILD ASPHALT DRIVEWAY Station to Station Side Tons Type 0+31 to 0+73 RT 4.5 17C 1+22 to 1+58.5 RT 17.0 17C BUILD 5" CONCRETE SIDEWALK ABX Station Side Sq. Ft. 0+25.5 to 0+30.5 RT 35.0 1+50 to 1+53 LT 12.0 BUILD 30" CURB & GUTTER 47B Station Side Lin. Ft. 0+14 LT & RT 30.0 NOTES: 1. North edge of new alley pavement will be located 1' South of North R.O.W. line. 2. Box out around power poles and other utilities. Use 15# felt paper as a Bond Breaker between Utilities and new concrete pavement. 3. Approximately 272 C.Y. of excess excavation will be derived from the construction of this project. All Excess excavation shall be property of the City of Hastings and hauled to the City stockpile at A St. and Emerson Ave. 4. The amount of integral curb to be built at the Saunders Ave. intersection shall be considered subsidiary to the Build Pavement price. 0 05L=1935.08 SAUNDERS AVE. EL=1935.31 x + 1 O c I - (1)I 1- 1 CCO d 1 CDz m EL=1934 55 EL=1935.06 0+50 EL =1935.51 M EL=1934 J w 35 -"EL 1935.32 EL1935.41x EL=1935.5E £L=1'935.34 EL=1935.321 1 EL=1934.95 x EL =1935.52 34.93 CL • N 35.07 1.48% 35.20 r1 =1°'553 35.34 1+00 1+50 EL=1935.70• 0.6% • EL=1935.4 EL=1935.4 35.64 35.50CL Match Exibting 0 v in EL=193 EL=1935.48 =1935.7 .63 EL=1935.76 EL =19309 1935.77 EL=1936.01 EL=1935.98 10' NORTH Scale: 1"=10' 0' 35.64 Match Existing EL=1935.68 EL=1935.08 EL=1935.35 EL =1935.16 EL =1934.88 EL =1934.93 EL=1935.08 ° 0.6% ALLEY 35.20 CL 35.34 Garage EL =1935.18 EL=1935.2 x 2+00 EL=1935.22 EL=1934.78 EL=1935.36 •'".-1934138 EL=1935.09 EL=1934.82 tL=1745.19 34.74 1.2% 34.60 CL 34.74 x EL=1934.90 0.39% N EL=1934.70 2+50 EL=1934.96 Garage EL=1935.04 • -EL=1 34.54 34.40 CL 34.54 10' 20' 30' EL=1935.80 EL=1935.90 x EL=I935,94 Match Existing x EL=1936.06 EL =1935.76x °c°' EL=1935.5( G Match Existing EL=1935.54x EL=1935.60 EL=1935.68 EL=1935.53 EL=1935.59 Garage EL=1935.68 EL=1935.64 x ` EL 9153550 EL=1935.53 IEL=1936.15 EL =1936.29 EL=193D..17$1934.97 House EL=1935 EL=1936.1 • EL=1935.46 =1935.39 �EL=1935,00 x EL =1935.14 EL=1935.02 , CITY OF HASTINGS, ENGINEERING DEPT. C) 0 Project ALLEY - Bellevue to Saunders between 2nd St. and 3rd St. Proj. No AID2001-1 Deeonption Construction Plan Demon BY B.B Dote 4/2001 Controcta Drown IN B.B. 1937 Approved By14944) Dm. No. 1 of 3 193 Scale: Horizontal: 1"= • 10' Vertical: •1'= 1' 1937 PROPOSED GRADES w r 0 rr r7ler 1935 N vi 1936 ;c 1934 Existing GradQ 1933 1932 1935 1934 1933 1932 1931 1930 -CL'Saiind& A DAVID L .. tel s.. WACKEK... ��_ ...... v>t E-5090 +mss .5> • O� to° o e RRRR 192 1931 1930 EXISTING GRADES r M r- M 10 M 1929M 0+00 1+00 +5o 2+00 34.74 EL=1934.90 x EL=1934.70 2+50 3+00 EL=1934.96 EL- 935.04 • ELL -1934 79 34.60 CL '14.74 0.39% -.r 04 N Ni O cc a 34.40 CL 3.54 Garage EL=1934.7 EL=1934.40 Shed EL=1934.83 Garage EL=1934.83 EL=1934.63 EL=1935.16 -9 EL=1933.87 EL=1934.07 EL=1934.09 EL=1934.91 x O EL=1933.96 O O O 3+50 EL=1934.53 Garage EL=1934.61 EL=1934.58 EL=1934,6 4444, 0.39% N EL=1934.81 ALLEY 34121 CL 34.35 EL=1934.99 0.39% A° N 16 EL=1933x7 L 0 co co Q 1 - El 0 END PROJEC EL1934.02 w 2% r w n cDI CO 01 \ 1-034.16 a-1934.57 34 04 34.02 CL 34.16 0.39% Garage ELt 1935.6 L=193 .80 £L=1935.53 EL=1935 x EL=1935.46 E L=1935.39 EL =1936.1d House \,EL=1935.00 EL=1935.14 EL=1934.97 x EL=1935.02 x EL=1935.10 EL=1934.71 X EL=1934.90 EL=1934.75 x EL =1935.02 EL=4934.93 EL=1934.43 EL=1934.88 EL=1934,79 EL=1934,; EL=1934.94 EL=1934.93 EL=1934.98 ria EL=1934.92 EL=1934.89 EL=1934.83 House 33.90 CLQ 34.04 EL= 931.60 x EL -1934.E 7 E L=1935.0 EL- 935 EL= 0 In r • EL 493432 Garage EL=1934.26 w 4i wi _tar, 01 V U1 fL=1934.39 35.46 4% x EL=1(934196 EL=193. .98 E =1935.06 EL=1935 37 0 4% L=1933.82 E1=1933.96 Garage EL=1934.59 EL=1934.75 CL Equation - Sta.2+32 N.& S. = Sta. 3+92.5 E.& W. • EL=1934.59 10' NORTH AG Seale: 1"=10' 0' 10' 20' 30' BUILD 6" P.C.C. PAVEMENT 47B Station to Station Plan Side Sq. Yards 2+50 to 3+80.5 331 LT & RT 203.0 BUILDS" CONCRETE SIDEWALK ABX Station Side Sq. Ft. 2+74 to 2+90.5 LT 49.5 NOTES: 1. North edge of new alley pavement will be located 1' South of North R.O.W. line. TYPICAL SECTION 2. Box out around power poles and other utilities. Use 15# felt paper as a Bond Breaker between Utilities and new concrete pavement. 3. Approximately 272 C.Y. of excess excavation will be derived from the construction of this project. All Excess excavation shall be property of the City of Hastings and hauled to the City stockpile at A St. and Emerson Ave. ACITY OF HASTINGS, ENGINEERING DEPT. C) 0 Project ALLEY - Bellevue to Saunders between 2nd St. and 3rd St. Proj. No. AID2001-1 Description Construction Plan Design fry B.B Drown By B.B. Dote 4/2001 APPrerod BY Centroctor Dm. No. 2 of 3 1937 Scale. Horizontal: i ". = : 10 Vertical: . 1"= 1' 1937 19 0 co PROPOSED 'GRADES Mi 1935 193 1936 1935 1934 1932 1933 1932 1931 193 1929 IiOSTING GRADES O N M N O N M 1) M 1931 1930 1929 2+00 3+00 4+00 CO 0 n N M C‘ J Q X M o. EL=193 ?.13 O O c'tY U) 1- 0 w 0 V w m 0 a 1+00 32.89 -J House L: 3.45% 32.75 CL asm co m ii 32.89 0 0 0 0.90% 04 N 5 0 1+50 2+00 Garage Garage EL=1934.75 2+50 CL Equation - Sta.2+32 N.& S. = Sta. 3+92.5 E& W. cc it EL=1934.59 33.34 33.20 CL 33.34 0 0.90% X 33.79 N 33.65 CL c N 33.79 0.60% 33.98 33.84 CL 34.05 A EL=1934.59 33.77 CI 0.36% 33.96 3+00 3+50 0, W EL BUILD 6" P.C.C. PAVEMENT 47B Station to Station Plan Side Sq. Yards 0+79 to 3+71.72 331 LT & RT 467.0 50.0 3+69 LT 57.75 3+69 RT 77.0 BUILD 6" P.C.C. DRIVEWAY 47B Station to Station Plan Side Sq. Yards 1+96 to 2+22 331 RT 11.0 50.0 3+69 LT 57.75 3+69 RT 77.0 BUILD 30" CURB & GUTTER 47B Station Side Lin. Ft. 0+79 LT & RT 37.0 0+93 RT 50.0 1937 14' 7' 2% or 4% 2% or 4% TYPICAL SECTION BUILD 5" CONCRETE SIDEWALK ABX Station Side Sq. Ft. 0+93 LT 40.0 0+93 RT 50.0 3+69 LT 57.75 3+69 RT 77.0 BUILD 8" BARRIER CURB 47B Station Side Sq. Ft. 3+66 LT 13.0 3+66 RT 16.0 10' h NORTH Scale: 1"=10' 0' I W 1I I0' 20' 30' J M M 77 77 Garage 33.17 S• 0 34.05 m CO0) m W ,33.96 N n M C ni ii CM m W ii m fl )F""Li 8 33.87 33.78 33.69 0.3 co co m� a J w a 8" Barrier C s• h N N rj CO M CO a, CO n ti J J W XI 33.59 CL 0.36% 33.50 CL e 33.41 CL s 1- a� 5 33.87 N M m X EL=1934.48 33.78 33.69 O) m w rn 0 M M m 11 • mh J m CO W SI Ui p J 01 _l W w W £L=1934,92 m W x EL=1934,83 m I1 J W J W m M m (0 M N J W w Conc. M m m .w House NOTES: J w EL=1934.90 E EL 1. Box out around power poles and other utilities. Use 15# felt paper as a Bond Breaker between Utilities and new concrete pavement. 2. Approximately 272 C.Y. of excess excavation will be derived from the construction of this project. All Excess excavation shall be property of the City of Hastings and hauled to the City stockpile at A St. and Emerson Ave. M 3. Adjust than'notes -Fo is RAA6 = 2. EAGla 8" Barrier Curb m co M 0' - 4 W END PROJECT: Sta. 3+71.72 c N ,,CITY OF HASTINGS, ENGINEERING DEPT. C Project ALLEY - Bellevue to Saunders between 2nd St. and 3rd St. Proj. No. AID2001-1 Description Construction Plan De.gn By B.B Drown By B.B. Date 4/2001 Mw Bs/Li Contractor Dm. No. 3 of 3 x x Scale: Horizontal: 1"= 10 Vertical. 1"= 1' 1937 1936 PROPOSED GRADES tel OC a 2 as as 1936 1935 1935 1934 1933 1932 1931 1930 1929 01-0;70- 2 60°70 Existing Grade =0:36°!0 . roposed Grade 1934 1933 1932 1931 EXISTING GRADES 1) an a M P7 M M 1930 1929 1+00 +50 2+00 +50 3+00 +50 } 010-00 Q cc w z <1 w BEGIN PROJECT: STA. 0+14 0+50 1+00 1+50 2+00 2+50 10' NORTH Scale: 1"=10' 0' 2+50 Match Existing Joints 3+00 3+50 END PROJECT: STA. 3+80.5 X 10' 20' 30' A\ CITY OF HASTINGS, ENGINEERING DEPT. C74 0 project ALLEY - Bellevue to Saunders between 2nd St. and 3rd St. Proj. No.AID2001-1 Description Joint Detail Dee* BY B.B. Dote412001 Contractor Drown By B.B. Approved ay xypt Dm. No. 1 of 2 v! L co 0) rs- O t(S U w 0 m m z 0 w 1+00 0 W N 5.25' 15.25' 0 8.5' N 10 5' 0 1+50 10 5' N 5.25' 0 5.25' 10.5' Driveway 1' I 2+00 2+50 3+00 3+50 NORTH Scale: 1"=10' 6' N 6' 5.25' 5.25' N 1,0' 0 8" Barrier Curb 5.25' 5.25' N 0 Adjust Joints to F N Driveway 6' 12' 6' 6' 12' Ad ust Joints to Fit 10.5' 0 10.5' O 8.5' O 6' N Qro - 8" Barrier Curb 4, 20' END PROJECT: Sta. 3+7172 30' ,.CITY OF HASTINGS, ENGINEERING DEPT. C, 0 Project ALLEY - Bellevue to Saunders between 2nd St. and 3rd St. Proj. No. Description AID2001-1 Joint Detail Dekp DY B.B. late 4/2001 Contractor Oro.nB.B. APpro DYwoboti 2 of 2 easto 1:130/111NAB e