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Home My WebLink AboutPD1996-41— co 0 ILI 0 W 0 X NJ W 5 C z< IL Lt./ > >tsJ2 u- > D 1— o,o.<c 0 NOTE BOOK z w 0 0 <.) on 0 I— to < 0 tajC) C Z C 0 0 CB W 0 ,›20.9Fc —I CC • 1— o- 0 c0 NOTE BOOK z NORTH C, Seale: 1s20' tr51ThariiMiaaji. REMOVE PAVEMENT STATION TO 5TATION 5IPt 50.W5. 99+12-100+00 Li s Er 99» 100+00 -10")+ 00 1.1 Si RC 695.0 5AW cur %MON TO STATION 5IVt L.F. 99+ 72 - 99+18 gr 6 0 move 12" C.M.P. %MON TO 51A110N 51VE IJ. 1. 100+ 81 - 101+10 et 29 Drown By B.B. Approved By Orn. No. 1 of 4 Move 12" TO 24" ME 51ATION 511X Pl'A'ANa Rr 111.F r A ITMOVE OMH 19.38 CL 18.82 FT Li 18.69 CL 18.M0F (i) 18.25 cn WV 18.56 CL \?-1V 18.45 C M \ iv 18.46 CL 18.39 18.44 100+00 N rev'e H 'SNXt‘. 19 1‘11. emp11 1919.420 H 1919.770 H 1919.781 H 919..85 cka:n-r H 1918.807 H 1918.660 PRIVATE DRIVE 101+00 + H 1919.603 1 102+00 103+00 +1 1 I I H 1919.724 H 1919.982 H 1918.95 ANC ANC H 1918.846 0 TB H 918.690 HI 1918,131 H 1919.224 7 6 4 H 191 17.99 FL H 1918.314 H 1918.307 K 1 5 H 1918.017 4 CM' OF IIASI7NGS , 0 A\ ENGINEERING DEPT. 0 Project G STREET — WABASH AVE. TO PINE AVE. Proj. No. 1996-4 OescdpOon REMOVALS Design By B.B. Dote 2/97 Contractor Drown By B.B. Approved By Orn. No. 1 of 4 1922 1920 to. co 0 6 z Lij 141- CV to 0) 1918 1916 1914 • 041,1,:at.t!"4„ Otn4141P14;"' • efr e4,4 t•" DAM 1- ir44'( ir 0 ACKg 40 t 10 • E5$0 1UU+UU $ 101+00 102+00 103+00 PLATE 1 -SINGLE t-NA6D PROFILE -FULL DOT MAI7ONAL PR1NTFAS7' PRINTED IN U.S.A. onx, 3kriSlat KO M4410.150 KOIRS0.1 0 10 W 0 W 0 W 0 0z < w La ›- w w z u- > CO 0- < CC 0 NOTE BOOK 1-- 0 o w < sc wc-) o z w zw o 0 0 lz Eipfl z.,o rcoec±R ci a; co LU 1 0 NOTE BOOK 6 z 1 103+00 141919.982 I 104+00 H 1920.142 PRIVATE DRIVE I -I 1 105+00 + H 1920.198 I 106+00 c., 0; rd) + WI D Z I H 191 .821 LLJ Hi JOINT LiJ z 0 5 TB BLOCK 1 N-4\1 19. N 19 86 H 1919.781 11 1918.660 Hi1918,131 H 1918.017 4 H 919, 4% 1 9.7 H 1919534 H 1918.532 H 1918.149 3 H 1918.097 H 1919.266 H 1918.04 2 1 H 1918 031 H 1918.406 +HH 1918.572 W19ff3r I POST H T918.149! qp Gp GRo GR1 I GP 1 0 MH W"V 0 H 1917.6 H 1918.090 NORTH Seale: 1"=20° 41016‘ wmovr PAVEMENT %MON 10 %MON sive 50.1125. 103+ 00 -106+ 692 Lf & 121 1524D War STATION 10 51A110N 5IPV LP. 106+692 LI& Rf 26 0 ;um lot STATION TO 51A110N 5117e LP. I, 105+75 LI L 12f 40 2. 105+83 -106+65 KT 80 approved by Din. No. 2 REMOVE tiehtWAY 5fAllON 10 %MON 50. W5. 105+85 -106+03 1-1 18.0 IT MOW CHT OF HASTINGS, ENGINEERING DEPT. Project G STREET — WABASH AVE. TO PINE AVE. Proj. No. Description 199 6 —4 REMOVALS Design By 13.8. Dote 2/97 Contractor Drown By I B.B. approved by Din. No. 2 of 4 1 0 1922 11) ct CO co 1920 1918 1916 1914 103+00 104+00 105+00 106+00 PLATE 1-SINZENPLF=TNAI;DFZIEFILE-FULL DOT NATIONAL PRAWN:AST PRINTED IN U.S.A. 3tal Sat tiO a POSH EON% OF PUNT ON MU UNE N w 0 0 ww Y Y W =w U = z 0 ww O3 CC oOJJ1- ND_<D: NOTE BOOK 0 z W 0 ca 0 2 0 N Z O w < < Y W c Z ww O G p ce w> 0 V Z ,2 w w w U �O<Ecc N a. 0 CO N NOTE BOOK 0 z BUILD 6" PCC PAVEMENT (47B) STATION TO STATION SIDE PLAN SQ. YDS. 99+72 - 100+00 LT & RT 331 99.8 100+00 - 103+00 LT & RT 331 1033.3 BUILD 6" PCC INTEGRAL CURB (47B) STATI❑N TO STATI❑N LIN. FT SIDE PLAN LIN,FT, 99+80.5 - 100+00 15.5 LT 301 31.4 99+80.5 - 100+00 A RT 301 31.4 100+00 - 103+00 LT 301 300 100+00 - 103+00 RT 301 300 BUILD 24" R.C.P. STORM SEWER STATI❑N TO STATION SIDE PLAN LIN. FT 99+83.7 - 101+50 LT 443-R5 172 LT 15.5 6 * BUILD 15" R.C.P. STORM SEWER STATI❑N TO STATION SIDE PLAN LIN. FT 101+50 LT & RT 443-R5 30 LT 15.5 6 * BUILD CONCRETE COLLAR STATION SIDE SIZE 100+00 LT 24" TAP EXISTING INLET STATION SIDE 99+83.7 LT NOTE: CONTRACTOR SHALL DROP CURB AT INTERSECTIONS FOR HANDICAP RAMPS TO BE LOCATED IN FIELD BY ENGINEER. - - 4'8'48 ;3'-6' Mif H / _ w 18.59 /6 \\ l WV / / \\ \\ W",////// \\ 8' Sewer \1\ ,/� \ -IF-�I ttX 100+00 66 ROV 19.38 CL s•I 18.82 9 �- v 2' 0'- ., 3I iz _ Z o II hi Qa. 1-10 1I/ �0 ai. = 18.69 CL 18 23 FL Q MHO / /I825 7 Q //// /// 101+00 H 1919.603 PRIVATE DRIVE 1 102+00 H 1919.724 103+00 H 1919.982 H 1919.7 i 18.45 C M 't 1820035f. 1919.3 191:.901+ Q� i:k1.4 1808 R. -0.4857%1•1 136 18.46 C 19,�f1C -0.65% 01 a -0.65% 1531 Fl. BOX 11,40TC 16.9019. 11.55 TC 17201C 1120 fl. .373+ 1185 TC +0.3% nt a 175 a ruff a 77.55 11258. 6' Water Main Installed 19 18.051C 11.13 TC Phone 17.55 TC 11.10 TC MH * SEE DETAIL TBM #1: C.P.#9, 1/2" IRON PIPE INT. G ST/WABASH, IN PAVEMENT ELEV. 1918.48 10 Water 0 c 4' 0' -'- I 18.39 CL - 18.44 18.13 F L 0 17.99 FLj - 18J5�051'.vb, H 1918.846 9.224 70.0' 70,0' H71918.6% r 70.0' FirOpncadd _rias No In 7 6 T 1918.314 0' m M NORTH Scale: 1" =20' 20' 0' 1 2,0' 4p' 60' H 19 H 1918.307 BLOK1 4 TBM #2: C.P.#23 PROPERTY PIN 3/8" BAR, NE COR. LOT 5 ELEV. 1918.13 5 H 1918.131 + H 1918.017 4 70.0' CITY OF HASTINGS, ENGINEERING DEPT. 00 •roj G STREET - WABASH AVE. TO PINE AVE. 1996-4 ..c p'on GEOMETRICS AND GRADES MUM SEMI el Sall m. `o. 3 of 4 TI TANDEI 1::::56" LON:G.. C:O:f i:B1N:ATI:ON::. 24.4 ATE w/.::244.5 eeter-or 'E'qual) APPROXDIAAT.ELY:::79:5:::CUBIC :::YARD:S:::OF 'EXCAVATION.: ILt •BE"•DEFZIVED. FROM '•'THE "'CONSTRUCTION "OF"'THIS PROJEGT, ••E•XGESS••EXCAVATION•••SHAL•L•••sB€E••PROPERTY GE:IKE:::CITY :: Q F.:: HAST.I NGS::: A:: HAUL :SITE SHALL BE. DETERMINED •BY THE ENGINEER. CAL FRONT VIEW 1922 1920 1918 G.801.1t.JOINT Vert<cal/thazoN¢r.Reinforcmg : 510E -VIEW rri o o ov.O A D% Nb'4'Kebar 41 in HORIZONTAL' VERTICAL: 1" = f.: Z ITC 0 O n 0 • G1 N : t0 T XISTING• • GRADE rn - 0.48.5.70 1916 DETAIL: TYP OT ;%IDEM 6" $aNG ah Ot48tteT14.f:2.c 4z, 2445:; STYLE H GRATE w/ 24 $ARRIER•CURki-CO er c+' Equal) 1914 snON.T.Vetirccr7Hvizonta/'REnforciA$ • y..y.H/vMpY AYk+F. Ori V; -5' v • sIDs.visw Ca ` 0 • E • T: m o: 5C) LIAR Q N O. a. tA: N 0 In PROPOSED -GRADE ca ea 1- N r - N 8P. sir"- 4 ste DAVID.L 12:: WACKER • om E:'90 7-a +80 100+00 101+00 102+00 103+00 HIGHWAY FEDERAL AID SHEET PLATE 1 -SINGLE PLAN AND PROFILE -FULL DoT NATIONAL PRINTFAST PRINTEO IN US.A. BUILD CURB INLET W/GRATE STATION SIDE DISTANCE TYPE * 101+50 LT 15.5 6 * 101+50 RT 15.5 A * SEE DETAIL TBM #1: C.P.#9, 1/2" IRON PIPE INT. G ST/WABASH, IN PAVEMENT ELEV. 1918.48 10 Water 0 c 4' 0' -'- I 18.39 CL - 18.44 18.13 F L 0 17.99 FLj - 18J5�051'.vb, H 1918.846 9.224 70.0' 70,0' H71918.6% r 70.0' FirOpncadd _rias No In 7 6 T 1918.314 0' m M NORTH Scale: 1" =20' 20' 0' 1 2,0' 4p' 60' H 19 H 1918.307 BLOK1 4 TBM #2: C.P.#23 PROPERTY PIN 3/8" BAR, NE COR. LOT 5 ELEV. 1918.13 5 H 1918.131 + H 1918.017 4 70.0' CITY OF HASTINGS, ENGINEERING DEPT. 00 •roj G STREET - WABASH AVE. TO PINE AVE. 1996-4 ..c p'on GEOMETRICS AND GRADES MUM SEMI el Sall m. `o. 3 of 4 TI TANDEI 1::::56" LON:G.. C:O:f i:B1N:ATI:ON::. 24.4 ATE w/.::244.5 eeter-or 'E'qual) APPROXDIAAT.ELY:::79:5:::CUBIC :::YARD:S:::OF 'EXCAVATION.: ILt •BE"•DEFZIVED. FROM '•'THE "'CONSTRUCTION "OF"'THIS PROJEGT, ••E•XGESS••EXCAVATION•••SHAL•L•••sB€E••PROPERTY GE:IKE:::CITY :: Q F.:: HAST.I NGS::: A:: HAUL :SITE SHALL BE. DETERMINED •BY THE ENGINEER. CAL FRONT VIEW 1922 1920 1918 G.801.1t.JOINT Vert<cal/thazoN¢r.Reinforcmg : 510E -VIEW rri o o ov.O A D% Nb'4'Kebar 41 in HORIZONTAL' VERTICAL: 1" = f.: Z ITC 0 O n 0 • G1 N : t0 T XISTING• • GRADE rn - 0.48.5.70 1916 DETAIL: TYP OT ;%IDEM 6" $aNG ah Ot48tteT14.f:2.c 4z, 2445:; STYLE H GRATE w/ 24 $ARRIER•CURki-CO er c+' Equal) 1914 snON.T.Vetirccr7Hvizonta/'REnforciA$ • y..y.H/vMpY AYk+F. Ori V; -5' v • sIDs.visw Ca ` 0 • E • T: m o: 5C) LIAR Q N O. a. tA: N 0 In PROPOSED -GRADE ca ea 1- N r - N 8P. sir"- 4 ste DAVID.L 12:: WACKER • om E:'90 7-a +80 100+00 101+00 102+00 103+00 HIGHWAY FEDERAL AID SHEET PLATE 1 -SINGLE PLAN AND PROFILE -FULL DoT NATIONAL PRINTFAST PRINTEO IN US.A. w 0 w 0 w 1w o5 0 ZcC W UJ W 2 w z > 0 lt 0 - • -a -J1- w 0- < CC 0.- NOTE BOOK z LjJ 1- 0 0 z 0 1- w < 0 w 0z x w 0 o 0 Cc w cp Z W W 0 >1-0 • o rt045ce w CC . 0. 0 CO o) NOTE BOOK z 2 103+00 104+00 105+00 106+00 1 \ I I I I H 1920.198 I \ I H 1919.982 1917.3 H 1920.142 PRIVATE DRIVE 15' Rad. 11 I 272 I I I 919.4 • H 194821 ed. G STREET AND PINE AVE. CL EQUATION 106+19.15 = 100+00 o' us cy NOTE: CONTRACTOR SHALL DROP CURB AT INTERSECTIONS a; FOR HANDICAP RAMPS TO BE LOCATED IN FIELD a + BY ENGINEER. 11.20 FL 114a 1/.35 ft. 18.00 It 11.5011. 1/16 a1110. Phone 18151C 18301C 11.6911 1116 a 11.80 fl. G STREET 1849 fC14).,* e 1826 fl• 181 11.95 FL +0.3% 18J019.18IC .; 1830ft +0.3% 1 op oi 61 61i 18r +0.3% 18.Ia 18,410.18.35 CL --I)2114.8.042-_.] 1.2 0 1 co 1 c‘i 6 og 6i 19- 1856 FL +0.3% Asphalt Transition 6' Water Hain Installed 1957 Abandoned In Place 11 1/ 95 FL 18.151C AS It Pro osed 8' D.I.P. Voter Main 70.0' 5 H 1918.131 11 1918.017 ...."----Proposed Gas Main 70.0' 4 TBM #2: C.P.#23 PROPERTY PIN 3/8" BAR, NE COR. LOT 5 ELEV. 1918.13 -1 1-401018.149 3 El 1918.097 70.0' 11 1918.2'4 2 1 H 1918D31 20' NORTH Scale: 1" =20' 86.9' PDS H.871-41117.5 5'-0' TB G V GRb 8'-0' 0' 210' 40'p 60' 1918 57 I I 11 IX A 14H0 /Po I 0.4 I0 IFH H 19 8.090 17.6 -Ow Private water tine uture 8' water main r--6, -OW T4M #3: C.P.#19, PROPERTY PIN 3/8" BAR, NE COR. LOT 1 ELEV. 1918.05 BUILD 6" PCC PAVEMENT (47B) STATION TO STATION SIDE PLAN SQ, YDS. 103+00 - 105+81.15 LT & RT 331 968.4 105+81.15 - 106+59.2 LT Sc RT 331 528.2 BUILD 6" PCC INTEGRAL CURB (47B) STATION TO STATION SIDE PLAN UNIT, 103+00 - 105+81.15 LT 301 281.15 103+00 - 105+81.15 RT 301 281.15 105+81.15 - 106+03 LT 301 39.4 105+81.15 - 106+01.15 RT 301 31.4 106+39.2 - 106+59.2 LT 301 37.4 106+37 - 106+59.2 RT 301 33.4 BUILD 6" PCC DRIVEWAY (47B) STATION TO STATION SIDE PLAN SQ, YDS. 105+85 - 106+03 LT 331 16.47 Dm. No. 4 of 4 BUILD ASPHALT TRANSITION STATION SIDE TONS TYPE 106+59.2 - 106+69.2 LT Sc RT 11.6 14 Dm. No. 4 of 4 CITY OF IIASTINGS , 00 A ENGINEEIUATG DEPT. Project G STREET - WABASH AVE. TO PINE AVE. Pro;. No. 1996-4 Description GEOMEIRICS AND GRADES Design By B.B. Dote 2/97 Controctor Drown by B.B. Approved kty Dm. No. 4 of 4 APPROXIMATELY•795•-CUBIC. YARDS OF -EXCAVATION • ILL BE DERivto ERom .CONSTRUCTIONI-Or. T.141$ • I'R0JECT.EXtESSEXCAVAT10NSHALL"tPR0PERTY UTILITY. WORN •BE .00NE BY HASTINGS *UTILITIES. OF •THE GITY-i0F ITE SMALL SE :DETERMINED: BYTHE ENGINEER SCAL HoR1 .: .1" 1922 a. Z. z 0 0 o 0 0 VERT1C4. 1" - .r•-• • op • o). 44, a) co co co co co op EXISTING -GRADES 1920 1918 1916 1914 co • co co • on • 0 z 0. N 5 - C9 co co PROPOSED. GRADE 103+00 104+00 105+00 +50 +82 106+00 +21 +59 HIGHWAY FEDERAL AID SHEET PLATE 1 -SINGLE PLAN AND PROFILE•FULL DOT NATIONAL PRINTFAST PRINTED IN U.S.A. 0 co NOTE BOOK z <c 0 co 0 z 1 w 8 z w c a la cc UJ °415) 2 cc _J EE co 0.0 co LU LL 0 NOTE BOOK 0 z BUILD 6" PCC PAVEMENT (47B) STATION TO STATION SIDE PLAN SQ. YDS. 99+72 - 100+00 LT & RT 331 99.8 100+00 - 103+00 LT & RT 331 1033.3 BUILD 6" PCC INTEGRAL CURB (47B) STATION TO STATION SIDE PLAN LIN,FT, 99+80.5 - 100+00 LT 301 31.4 99+80.5 - 100+00 RT 301 31.4 100+00 - 103+00 LT 301 300 100+00 - 103+00 RT 301 300 BUILD 24" R.C.P. STORM SEWER STATION TO STATION SIDE PLAN LIN. FT 99+83.7 - 101+50 LT 443-R5 172 * 101+50 RT 15.5 A BUILD 15" R.C.P. STORM SEWER STATION TO STATION SIDE PLAN LIN. FT 101+50 LT & RT 443-R5 30 * 101+50 RT 15.5 A BUILD CONCRETE COLLAR STATION SIDE SIZE 100+00 LT 24" TAP EXISTING INLET STATION SIDE 99+83.7 LT NOTE: CONTRACTOR SHALL DROP CURB AT INTERSECTIONS FOR HANDICAP RAMPS TO BE LOCATED IN FIELD BY ENGINEER. 41_ca,s MH 3'-6' 66 ROV 19.38 CL 18.82 cu ftt 2' 0' szu 100+00 8.69 CL 18.23 FL 11-10 / /1825 / // /z/ 101+00 11 1919.603 PRIVATE DRIVE OWNER: SMITTY'S 1 $23,263.02 ENTERPRISES 469.0' INC. 102+00 4. H 1919.724 1 103+00 H 1919.982 -1.06% &If -0.65% AO fC 16.90ft I1.10112 -0.4857% -0.65% 11.210. +03% 1115 a 1/10, _I V irjTh BUILD CURB INLET W/GRATE STATION SIDE DISTANCE TYPE * 101+50 LT 15.5 B * 101+50 RT 15.5 A * SEE DETAIL TBM #1: C.P.#9, 1/2" IRON PIPE INT. G ST/WABASH, IN PAVEMENT ELEV. 1918.48 10' Vater 6' Water Main Installed 19 Phone 18.46 C 18.39 C 18.13 F 4'-0' 0 I - - 11 1918.846 ea 20# 17.99 FL{ 700' 9.224 70,0' H -t 1918.690 7 6 11 19 /11 1918.314 as. 4 $4,315.32 NORTH Scale: 1"=20' 20' 9' 40',610, $3,472.09 OWNER: Lots 1-8, HASTINGS/ADfMS Comm' HOUSING DEVELOPMENT CORPORATION A NEBRASKA CORPORATION SOUTHWOOD ADDITION $3,472.09 li 1918.307 K 1 4 ar p tiSP 01 -6 CLS M 1n 70,0' 5 $3,472.09 TBM #2: C.P.#23 PROPERTY PIN 3/8" BAR, NE COR. LOT 5 ELEV. 1918.13 H 1918131 H 1918.017 4 70,0' $3,472.09 CITY 00 A OF HASTINGS, ENGINEERING DEPT. Project G STREET - WABASH AVE. TO PINE AVE. Prop No. 1996-4 Description GEOMETRICS AND GRADES Design By B.B. Dote 2/97 Contractor Drawn fbr B.B. Approved 0Y Dm. No. of APPROXIMAT.thir. TS.5: CUBIC 1ARD.S: OF 'EXCAVATION WILL -BE DERIVED. FROM IHE. CONSTRUCTION OF T1413 PROJECT: -EXCESS-EXCAVATION-SHALL B ROPER OF TEE: Uri" OE NAST:MCP-A HAUL..:SPE aHALL -DETERMINED-BY•THE.•ENGINEER. CALE. HORIZONTAL- VERTICALr 1922 z 'CC 1920 0 z 04 co co co XISTING•GRADE co co 0) 1918 1916 1914 0 04 0 1.• 04 re) r 11) ROPOSED"GRADE p. N +80 100+00 101+00 102+00 103+00 PLATE 1 -SIN al";:ilgiRAILNAI;p1 qt;FILE-FULL. DOT NATIONAL navrFasfr PRINTED IN U.S.A. w 0 0 W W 0 W 0 r.) 0 Zcc W W a tr. >0 Cc rD D 0- NOTE BOOK z w 0 co 0 P.- w < X fr.'s, W CI 0 r4 E a z 12 /- co 0.0 cd w -J Li0 C,C CI - NOTE BOOK 0 z 1 103+00 104+00 OWNER: SMITTY'S ENTERPRISES, INC. $23,263.02 H 1919.982 H 1920.142 J.W. DAVIS ADDITION 105+00 10 /211 4.1 H 1920.198 PRIVATE DRIVE 12 $466.67 $1,466.71 $4,266.77 106+ 0 11 15' Rad. MS H t 1919.7 tikee*eatiikeniF VI. 19 :.373+ !IPA ff 1135 Ft I/701C 112011. Cl. • a 469.0' I/./Oft 11 .85 IC IT 70,0' 5 $3,472.09 El 191 ISIX)f( iirn n - 44 Sitar Alk19 IA14 Phone (1.6511. I/916 a IRS) i't' 11,80ft "G STREET 254,L. 1 r) "-Proposed Gas Main H 1918.131 70.0' H 1918.017 4 $3,472.09 W01818149 3 $3,472.09 H 1918.097 OWNER: Lots 1-8, HASTINGS/ADAMS COUNTY HOUSING DEVELOPMENT CORPORATION A NEBRASKA CORPORATION TBM #2: C.P.#23 PROPERTY PIN 3/8" BAR, NE COR. LOT 5 ELEV. 1918.13 BLK. I SOUTHWOOD ADDITION 70.01 19. 4.14& • rell, 142,451r. 17.9511 +0.3% 1816 CL +0.3% to H 9 Latex 18.1011. 1810FL Fit c`°11 0 to bJ 0- a Ts. 1826 FL 18 H. I8,5 +0.3% +0.3% 1810. 16.41a. __"._ rayoar__ 9 .1 CO Cr 6 K col ci 6' Water Main Installed 1957 +0.3% +0.3% I/9511 +0.3% 18J0FL OK) FL 026 n. 51FL 1836 FL Alsondonerl in fence .1 118.55 Cl. 1840 a 18.46_,CL 18.45 IC i is- .11111=1111=111.7Ard _ H 1918.2 4 i H Them?, FAIS )ii, if - ' ) f--9- 86.9' 5'-0' 2 b• TB GR • 4q --o 6 GRb rk 1 i 1 1 H 19171,86 w + + 111 I zo Scale: 1" =20 ' NORTH C.. 8'-0' -1 fl .Jt La ur ., re ; 'a rz n + ui .60K 1860 fC G STREET AND PINE AVE. CL EQUATION 106+19.15 = 100+00 NOTE: CONTRACTOR SHALL DROP CURB AT INTERSECTIONS FOR HANDICAP RAMPS TO BE LOCATED IN FIELD BY ENGINEER. tt ra 10' .4211. 2 1 $3,472.09 $4,310.36 11 1918D31 i4 :4 0 0 ?ret 33' H 19 8.090 5 0 23 20' 0' 40'f 60' TE1M Asphalt Transition Private water line Future 8' water main #3: C.P.#19, PROPERTY PIN 3/8" BAR, NE COR. LOT 1 ELEV. 1918.05 BUILD 6" PCC PAVEMENT (47B) STATION TO STATION SIDE PLAN SQ. YDS. 103+00 - 105+81.15 LT & RT 331 968.4 105+81.15 - 106+59.2 LT & RT 331 528.2 BUILD 6" PCC INTEGRAL CURB (47B) STATION TO STATION SIDE PLAN LIN.FT. 103+00 - 105+81.15 LT 301 281.15 103+00 - 105+81.15 RT 301 281.15 105+81.15 - 106+03 LT 301 39.4 105+81.15 - 106+01.15 RT 301 31.4 106+39.2 - 106+59.2 LT 301 37.4 106+37 - 106+59.2 RT 301 33.4 BUILD 6" PCC DRIVEWAY (47B) STATION TO STATION SIDE PLAN SQ. YDS. 105+85 - 106+03 LT 331 16.47 Dm. No. of BUILD ASPHALT TRANSITION STATION SIDE TONS TYPE 106+59.2 - 106+69.2 LT & RT 11.6 14 Dm. No. of CITY OF HASTINGS, 00 A\ ENGINEERING DEPT. Project G STREET - WABASH AVE. TO PINE AVE. Proj. No. 1996-4 Description GEOMETRICS AND GRADES Design By B.B. Date 2/97 Contractor Drown By B.B. Approved By Dm. No. of APPROXIMATEllY .795•CUBIC. YARDS. OF •EXOAVATION LITY WORK TO BE DONE BY HASTINGS UTILITIES. Lt. BE DERIVED .FRO4v1 CONSTRUCTION -OF THI PRQECTY'tQESS"EXCAVAt10N"SHALL"E"FR0PERTt OF THE OITY-1OF +IASTING; A -HAUL •SITE SHALL DETEIWINED: BY"THE EISIMNEER SCALE. 1922 CL. a., 0. z z 0 0 0 0 HORI VERTICe 1" cn to 0 OD (.0 co co EXISTING -GRADE 1920 1918 191 191 a Cij z cT_ 0 7- rt • • r- • N r-: co 02 cQ co PROPOSED • GRADE • 103+00 104+00 105+00 +50 +82 106+00 +21 +59 PLATE 1-S1N IrEwIA;LFFSfROCki-NAd)DgEFILE-FULL DOT NA T I O NA L PRINTEDPRIIN NTU.SFAST.A. 3501$ial NO mu JO ma S041ISOd • 3Nil SM. #0 004310 3N3140115SO4