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HomeMy WebLinkAboutPD2005-24 CALL BEFORE YOU DIG DIGGERS HOTLINE OF NEBRASKA 1-800-331-5666 NOTE: CONTRACTOR SHALL DROP CURB AT INTERSECTION FOR HANDICAP RAMPS TO BE LOCATED IN FIELD BY ENGINEER APPROXIMATELY 3,204.11 CUBIC YARDS OF EXCAVATION WILL BE NEEDED FOR THE CONSTRUCTION OF THIS PROJECT. UTILITY WORK TO BE DONE BY HASTINGS UTILITIES. NOTES: The embankment and subgrade shall be adjusted to conform to the lines and grades on the plans in accordance with Section 202, 204 and 301 of the 1985 Standard State Specifications and its supplements.' The upper six (6) inches of the subgrade shall be scarified, mixed and recompacted to the following compaction requirements: Percent Density Moisture Minimum Requirements Maximum 95 Min. Opt. -3% Opt. +3% Areas not meeting specified moisture density test requirements shall be removed and recompacted at the Contractor's expense. All subgrade compaction and water necessary for subgrade construction shall not be paid for directly but shall be considered subsidiary to the items of the contract. Backfilling, sawing control joints, keyway, tie bars, dowel pins, and rubberized joint sealant shall be considered subsidiary to the unit price per square yard of pavement. r Corporation Line.;:,. $. -//-2Do5' m "' ,,a���, iorESS/p�,�$o®o k•i o =ha DAVID C,c4•01. P2: WAcKER ops vo a E-5090 0 ^'t' c r /l -zoo, 'n,• b(4 C s S - ZOOS' ?005 -2 REMOVAL Description Side Quantity Asphalt Pavement Lt. & Rt. 1,004,89 SY Asphalt Driveway Rt. 31.42 SY Concrete Driveway Lt, 80.40 SY. Header Lt. & Rt. 36 LF Concrete Pavement Lt. 22 SY, BUILD Description Side Quantity 8',47B,PCC,Pavement Lt. & Rt. 1,422.00 SY 6',Integral Curb Lt. & Rt. 711 LF 6',47B,PCC,Driveway Lt. & Rt. 83.51 SY Adjust Gas Valve Lt. 1 Each 5',ABX,PCC,Sidewalk Lt, 959 SF Saw Cut Lt. 29 LF 5+50 ,6 a Q.) JGas6d 5+00 v0_ 0 4+65 4+50 /06 S——.. 09 />%/ Ss. 0 ee 1898.83 TC 9S Co <90. ss a0s n tte t S 95, 3+50 3+00 Se.OS X699 xs sgr 6s 're X66` x ' 2+50 2+00 26� i A. 09.9 6 o so 90. 60 00x, 0 1+50 • NORTH 0+50 4)0 o son 0 62 • 0 el 6 060/ oo 00 e. 1898.61 FL 4V162 1900.59 TC 1901.70 TC 1898.69 CL 1898.97 CL 1899.17 CL 1899.34 CL IC; ',,,14•6;_f, 6,0 99.11 TC 16,09) Td11899.48 TC • 10'R o boo> cm 0 tax 6th Avenue SCJ 1901.01 °I - 9o L9S. 84,ro 5`006 N0 90a 'S n Ce 90. is, zoo a O. N /o 1L):2fgo:I.1.4U • • 1900.59 TC 1901.15 TC 110170 TC ZO 144 emove and Replace • O. cso lo 0. C 06 <16 Con 6-2 orlo SVO VD 0,0 • 0. 0 62 04, • a) 5. e. Control Point #10, Property Pin 2nd Property Pin North of 9th St. on West Side of 6th Ave. N=280847.45 E=2092390.37 96, 63/ (52 Control Piont #5, PK Nail @ 9th St. & 6th Ave. Control Piont #11, Property Pin NW Corner 9th Control Point #12, Property Pin NE Corner 9th 0 41 40 ST & 6th Ave. N=280848.73 ST & 6th Ave. N=280911.86 E=2092635.39 49 0 CZ • AS\ CITY OF HASTINGS, ENGINEERING DEPT. 0 Project 6th Ave.- 9th St. to 12th St. Proj. No. PD 2005-2 Description Construction Drawing Contractor 1904 1902 1900 Drown BY DWM "PPP's:Alpe/ 1 of 14 45 1904 1898 ai CO a. Proposed Elevations SCALE 1902 1900 1898 1896 1896 1894 1892 414.0f t-SS/0 1890 E-5090 :PP4 1894 1892 1890 c 2. w co co oS co co 0 co 0 to co cs (0 o CO 0 CO di co LO Cra CV ch 0 tO 0 CO tro- co 5+50 5+00 4+65 4+50 2+50 2+00 1+50 1+00 0+50 REMOVAL Description Side Quantity Asphalt Pavement Lt. & Rt. 1,305.39 SY Asphalt Driveway Rt, 61.33 SY Concrete Driveway Lt. 120.45 SY. Concrete Headwall Lt. & Rt. 16 LF 5'x5' Junction Box Lt, 1 Each 30' RCP Lt. 4 LF 30' CMP Lt & Rt. 64 LF 48' RCP Rt. 18 LF BUILD Description Side Quantity 8',47B,PCC,Pavement Lt. & Rt. 2,000.00 SY 6',Integral Curb Lt, & Rt. 1,000.00 LF 6',47B,PCC,Driveway Lt. & Rt. 101.69 SY Adjust Gas Valve Lt. 1 Each Adjust Manhole Lt. 1 Each Saw Cut Lt. 69 LF BUILD REP. Description Side Size Length Slope Box Culvert fit. & Rt. 6'x4.5' 60 LF 0.35567. RCP Lt. & Rt. 48' 7.5 LF 0,3556% 10+50 36' 10+00 "F. So O ez l�1-0�00.28 TC c s .a - •I" T -119974 -FL- y ya Sb 6` Sb 6` # `o I N 262 N 1900.14 CL I s '>> 1900.68 CL 9+50 60 v2 ' °o 69 s • 9• > 9x. 04\ do - ,,�� -19 9+00 0e9 s 0 A9 e 8+50 VSs S. S. s 6 *- srO -svO ern. -SYS SYJ- SY) - SY, -sMl-s19 - SY9 SWJc,747 -SYJ SSM. S =SM SYSV9='�"J= SIJ 8+00 ni9. 00 96 C9, o a9699 696 s ill 2I 7+50 NORTH Scale: 1"=20' 0' 6' C' G '49 20' 4p' 6I' Q•. s¶ �9• 969 10' 7+00 6+65 6+50 s .6+ 0 5+65 5+50 I" s S 00. I; CS 6 ss9 -acro 4-5V3-SY9 -s9 - SY9 -N9 -M *•• .-••••.-. m. - - - T S -S 1901.35 TC 1900.59 CSG 10 6> 1900.95 CL y& 1900.85 FL Irk 1901.21 CL 92901.07 TC 1900.79 TC - yasbp6e 1900.57 FL co, N > 1900.93 CL 1900.29 FL cm N 1900.24 TC ?s 49677 1899.74 FL b 6th. Avenue N 0. 1900.65 CL 198 i. -- craw 0 CL tt/ C6 N 106Vt 1899.55 CL 929 9 As, 09 o s a . < • • 10'R S6 ���ha �rI1'o\i/1 9 s9 -'"' 40 0 8.94 TC 1898.80 SCV °e CV 1899. 6CL 1899.08 CL 1898.44 FL N C- .90' N s 06 t CM N Sic pcto � 6` N1 I rya 66 ab„ 9t CV N CSC 'Q " 1899.78 FLs_s. .28 I0 gig Ay: • -SYD-SV.)- 0 1900.32 FL &2. 1900.59 FL 1901.09 TC 0 <v 6> 1900.85 FL 1901.35 TC c•` -s9-A'9-SM-SY9-s9- syn -SYJ-sac sys OVico -sr9-SM-sM-M -sY9 Control Point #3, Hub with Tack, West Side of Road, 200' N. of Alumni Building. N=280843.29 E=2091761.73 Z=1900.89 06'/ 1899.74 FL 1900.24 TC 1093. J I L '1899.69 TC Nl 1 1898.83 TC 1898.33 FL emove down stream S headwall and - N 48' RCP Into ACL 1898.69 CL o : ¢� 1066')/ 1898.80 CL 5 asb6 �p°ate t I f TS* sm �iYJi6,G'r# `.1 1898.33 FL 61, N 8.80 FL 1898.72 FL t 10 10'R ' /o6> C> 4/ Xe. <S 2 � 6> 1899.22 TO N SY, -SYJ-SYJ-s9-s9-SY) -s Vis'-,- I -SYJ SM -SIJ -SIJ 9�y Control Point #7, Rebar in CL of 6th Ave. East of Alumni Center N=280877.68 E=2091978.95 1=1902.33 O/ %,%%Haes.OspO SS/, `�Q0000000000 70Al *0000de ti' • DAVE) L C _ :cm • WACAER •=E oitE-5090 °"'` ® am GAS - GAS - GAS - 1898.83 TC elbow and all pipe and replace with box. Remove headwall and extend 48' pipe Into box. emove Junction box. Join existing pipes Into new box culvert. A\ CITY OF HASTINGS, ENGINEERING DEPT. 0 C3 Project 6th Ave.- 9th St. to 12th St. Proj. No. PD 2005-2 DesaiPtion Construction Drawing Desi " BY DWM Date 2-15-05 COntra br 2 of Drown B' DWM Approved By Dr!. No. 14 1904 1902 1900 1898 Vertical Curve VPI = 9+00 Elev. =1901:75 • Existing • Elevation ^ L = 200' Mo: = 0.54 Elev.=1901.21 'O O + .Q. Existing SCALE MQ Elevation -1.0 Proposed. Elevations Proposed -Elevations 1.0 1904 1902 in eii 1900 a - 1898 1896 1897:58•Pvmt. Bottom 1894 1892 1890 189601 Top 1896 1894 892:41 •FLlo 1892 1890 c CD 0 0 a> 2 m 0- L11 V CD -J co 0 rn CO CO CO 0 co co 0.3 GO co co co co co 0- ILI v, C 0)o C > "X ww n 0 r 0 a) m 0 a) r CV cq co Cri CO 0 0) CO CD Ob CO co 10+50 10+00 9+50 9+00 8+50 8+00 7+50 7+00 6+65 6+50 6+00 5+65 5+50 Co. 96 20' I 15+03.43 BC 14+50 14+00 14+83.43 CL 14+33.43 EOR 14+63.43 CL, FL NORTH Scale: 1"=20' 0' 3 3 4 -SYS-SYS' 96 3 3 5` /8 I3/ 3 y/ I 20' a�. fav s 82 TCI 1,,-9 2 FL 'Y( es! 10' I 1901.0'82;TC I 1900.8 FLle iD 1900.75 FL It s 110.46 CL pNc-)&,. 90.61 fo s! 1901.25 TC 414 j oc e .rW o °4898:88 f1 I 9 s 1900,.6 CL --180 1� 38s,-sanT� mss. �� `o I Sb cO �,6`I /%O6! 1066 . I s„ _9-S !S, I do O0 0 S' 0 NY I C> '06! X0 06! X < 6> 1900.62,TC 1900.1 FL 0,. 06 ao ! 30'R Sta.14+33,43 0 . to •_ 9 1900.56 TC s,. 9,. ` 1900.06 FL °°' ! -! O SYS -SM-SM-SV9-�v-SYJ-SVJ-SYJ-SMJ-SVJ-SMJ{j'tl-S'�-S�'J-SYJ-SM -Stl9-SM-SM -SM -NI -SYS-S,�-S�-1Y)- -SM- vsc, `9`-O `s9. 1900.13 TC a� 06> 899.40 TC c�O 1898.90 FL sb 4 0 0 6, j °6 N 9°!o N S�00 N 6 lc?", 1899.26 CL �0 6! 1899.12 CL 0'0°p N 1899 27 FL sans. 4�s®` 1898.90 FL 9 czp 11899.40 TC 13+50 0. 0 6! Fes. �,. o °0 13+00 £6'o O )9, 12+50 i.' 9 1,u ` ! x ! 1900.50 TC 0.1 ! L'` 1900.00 FL - 0 1899.63 FL 90 0 ! s 499.77 TC 40. {o{o 1899.27 FL sb6! 9 0 N O ! 1899.63 CL o, 1899.26 TC so,00 1898.76 FL sy9, 1 1 01.10 FL 01.60 TC 1 1901.00 L II 40' 1900.53 FL 6> 1:01.03 TC 31 ab. &19.9cir 01A0. 13 ;SII C Note: Before control point #6 is disturbed, Rod Davison (city surveyor) must be notified as to locating and tieing -off for replacement. %'O. N L 1 L__±>) s °0 189943 FL 1:0.13 TC0. sfp • � 12+00 4.69FL SYS Fyp „A"-Iniet :"'-sd'-sd'-sr' sd'-sd' 11 +50 loss. --t<9006 -2 ! CO `0 �9, E x • al I 0. a _. 2o°c Iw �1 898.98 CL 899.12 TC 6'143 TC Gym 11+00 00, 10+50 94 00 ,)9, -SYS -5YJ �. P -SYS -SYS SYS -SYS SY) -S% SV9 6th aS 6th Avenge ! 1899.29 CL 1 otatie- c,A`Y 1898.76 FL 96 x 9'-98.62 FL sass_ -1899.26 TC ; onstruction Joint Detail 2 Notes: 1. Thickened pavement over box culvert is to be considered part of the unit price. 2. Refer to NDOR notes and details for building twin box culvert. 3. All exposed edges of concrete shall be chamfered. 4. All reinforcing steel shall be deformed bars and shall satisfy the bend test requirements for structural steel grade in accordance with the specifications. 5. The minimum covering measured from the face of the concrete to the surface of any reinforcing bar shall be 1 2' for No. 4 and No. 5 bars. 6. Splice No. 4 bars with a 10" lap and No. 5 Bars with a 1'-3" lap. 7. Center wall ends shall be rounded with z width radius. Rebar Specifications Discription Rows Rebar Size Spacing Outside Walls 1 #4 12" OC Inside Wall 1 #4 12" OC 1 #4 12" OC Floor 1 #5 8" OC Top Row 1 #5 16" OC Bottom Row Top 1 #5 16" OC Top Row 1 #5 8" OC Bottom Row 5' -10' 4'-6' DEPT. Pmset 6th Ave.- 9th St. to 12th St. Pro'. No. PD 2005-2 I. °°"" BY DWM ,- `. Contmdor _NSIMISI i Dm. "o. 4 of 14 ; . , ., etas /��l 48" RCP l/_ Section B -B' A a0:lU 0 Ml 3-0" Twin 6'x4.5' Box Culvert Detail Station 5+65 s• t L 1 5' 0' OM 1 i 1 [ Manhole-Deeter #1150 (or equivalent) CV / N i 2'-3" 47' 0' MIN S 1' 0' ypical: 2-0" X 6'-0"Grate Openning INV OM AM NM — w ▪ a B, 1'-0' Taper -- Lid 1898.92 1 � 2 _ 30" RCP 1893.86 FL \ • •_'- /1 •••,N \\ 11 11 // •� = _ 1894.00 FL 189.41 FL V 1892.44 FL Top View Grate Inlet Deeter #2047 (2) or Equal v ew Road a) rn co r 1 4' 0' — r ypical: 7-0" X 6'-0"Grate 0' 0' MO l Grate Inlet Deeter #2047 (2) or Equal 30# Tar Paper as Bond Breaker u H N r coco 1897.42 Pvmt. Btm. Detail 3 Parapet Wall 1896.91 top <t ' ..'.::.... . . 0.3556% slope •' :± // I I 1\ \� // 1896.75 T 189225 FL :•'1. 4C. •r•i.:. .••: • Section A -A' Type 'A' Inlet HLL NN '-(O rnrn moo New Road LL {— N Type 'A' Inlet CO • 1- rnrn mm r • 30' RCP 1% slope 1895.30 FL 1894.84 FL Curb Inlet Detail Station 12+00 30' RCP 17. slope 1894.69 F Existing Grate Inlet TYPE "A" DETAIL OF TANDEM 72" LONG COMBINATION 2047 Curb Inlet Frame, Grate 8c Curb. Two Abutting (DEETER OR EQUAL) Front View Vertical and Horizontal Reinforcing No. 4 Rebar 0 12" O.C. ..`%.`/.stifg..�`,/.�``/.�``/: i; .`%.�`te%i%.0`%`14.�` e Side View nning A' 3'T0" 1892.22 FL ,.. SIO" p a�00000meep �,BB 'i +mom Vie% %� °(F s►-® DAVIDL •�e�- --• WACKER 11 wt. E-5090 ^'" aG; ate? *Lu stotteee CITY OF HASTINGS ENGINEERING DEPT. Pmset 6th Ave.- 9th St. to 12th St. Pro'. No. PD 2005-2 Dex"Pbm Box Culvert & CI Detail Drawing °°"" BY DWM Date 2-15-05 Contmdor °m.° e>• DWM i Dm. "o. 4 of 14 10+50 10+00 5+50 5+00 4+65 4+50 4+00 3+50 3+00 2+50 81-0' 10' - Typic al 10'-0' 8/i0° 2+00 10'+ 0° 8'+0' 10'-0° 8'}0' 9+50 9+00 8+50 8+00 7+50 7+00 6+65 6+50 10'-0" Typical 6+00 5+65 5+50 10'- -Typic ° al 8'+0° 10'-0' 8/i0° 10'+ 0° 10/-0' r ypical 101-0' 10'-0' 8'-0° 8'-0° 15+03.43 BC 14+50 14+00 14+83.43 CL 14+33.43 EOR 14+63.43 CLI FL 13+50 13+00 12+50 12+00 11+50 11+00 10+50 21' NORTH Scale: l"=20' 0' / 2,0' 40' 61' al p',tnrrerr °�°,••°Q�o% ESS%0 o° ° '�4` 0 £ °;E` t i" DAVID L tot, spa® WACKER gee ' m E-5090 : ry p o ee°./11f Q�e ° •ee�� CITY OF HASTINGS ENGINEERING 10'[0' DEPT. 0 10'-,1 o" °'°'. No. PD 2005-2 Description Control Joints 10/_ 0' Delsi° DWM °°`° 2-15-05 `°"tract°` Dm" '° BY DWM AnmveStErMi Dritrm. 5 of 14 10'-0"8/#0< 8'-0° rypicc l + 13'-0" — --- 10'-c 13'-0" ---Typical — 11'-9' --10't 0° 10 0' Typic 14'-01- °10/+ 0" Typical -- 11'-9° --- Typical 10'+ 0" 8'+0. 8 +0° 10'10° 1o' 0° 10'10° 21' NORTH Scale: l"=20' 0' / 2,0' 40' 61' al p',tnrrerr °�°,••°Q�o% ESS%0 o° ° '�4` 0 £ °;E` t i" DAVID L tot, spa® WACKER gee ' m E-5090 : ry p o ee°./11f Q�e ° •ee�� CITY OF HASTINGS ENGINEERING DEPT. 0 Pro'ect 6th Ave.- 9th St. to 12th St. °'°'. No. PD 2005-2 Description Control Joints Delsi° DWM °°`° 2-15-05 `°"tract°` Dm" '° BY DWM AnmveStErMi Dritrm. 5 of 14 70 00:::60 00 • 50 00 40,00 30 00: 20 00• 10. 00 10. 00 • 20 00 30,00 40 00 50,00 60;00 70 00 70 00:::60;00: 50.00 40,00 30,00 20 00...10. 00 10 00" 20,00 30 00 40 00 50 00 60 00 70 00 19:051.0.0 1905:0.0 0) 0> 00 Egg 8 S. 1.. le U- 0•0 0 LO F"?‘ 905.00 1900.00 905.00 1900...00 50 1.900.00 • ........ • • • • • • • ....... • • • • 190.0..Oft ..... 3 + 50 18951.0.0 SIPS =15+00 5 + 00 OR IGINAL -EL •=1899 18 189.5:00 DESIGN EARTHWORK 18:95.00 ........... OR 1011PA 3+50 II'4AL EL =1900. 88 189.5:..O.0 CUT'AREA =3 2.39• .FILL AREA 2.97 "VF: •=47:.61 VP3:08' 39.9.4Q 3:21 D ESIGN CUT REA. "35 ..... VF -68.06 VC '193:7 EARTHWORK .. FILL ARE.Az VP •-8.57 4•27. VC =21..60 1905:00 .... • - • - . _ . 0-I U- 1905:00 ........... 0 -J 3 00 1.9:00:00 LOU) -0 00 ma). 1895:0.0 ........... 'tin ' • 0 1- '0 0 0 CO 1- 1 - SPA 3+00 1905:00 • • :1900:00 .. 1895:no 19:0.5.00 cq COM 00 MCO • ... .- • .. ORIGINAL :EL- =489:9.63 CUTD AREA. -4 ESI ON: EARTHWORK 0..86 189.5_00 • • • • • .......... FILL AREA = 177 OR GINAL EL .=190 48 895-.00 VF -23-45 V -1 44 VC =351:79 .. • VC 30:13 D ESIGN: EARTHWORK CUT :AREA -3 7:90 FILL AREA. 4:95 F. .6ft04 VC =12:5..6 .798 VC =13.03 ..... • • • ..... • • • • ... 1905:00 Qj U- 00 000 9:0.5:00 4 50 19:05..0.0 ......... 19:00:0.0 ... + 1900 00 • 50 ...... • • 189.5:.00 CO CO Orr co6 cow 1905,0.0 ........ . . ......... ......... ORIGINAL :EL •=18998 D ESIGN EARTHWORK 190200 1895,00 • • • • • • . ......... • • • • • • • • • • • • 1895:00 SIPS -2+50 ORI. .NAL..E =19.01 8:9.5:00 ....... CUT: :AREA =4 289 FILL AREA' -3.36 VF -70,86 VC -328.34 VC -28.69 ESI N EARTHWORK CUT :AREA =32.04 VF. -=-60 FILL ARE = VC •-:60:.60 VC -5.05 3.63 1905..00 0 F-U- 19051.00 O -I. 1-11. RR • •..... • . • . 00) 04 CI 0 . . . . . . . C 00 '00 eel 11... 1905...00 ... 1900 00 00 1895:Do q;q 00 8 go) I 905...0.0 • . ......... • • SIPS =4+00 • • • • • OR GINAL OR GINAL E • =1902 12 1895:0.0 ESIGN EARTHWORK 1895.. 0.0 =19:00,41 ESIGN EARTHWORK CUT AREA -33.30 FILL AREA: =0.:00 • V =63-78 • CUT:AREA: =33:12 . . Fl . LL AREA = VF =0.00 yE =0:00 1.80 VC VF =3 97• =257;48 VC •=25.57 VC =0.00 VC =Q.00 • .. 70,00:::60 00 50 00 40 00 30 00 20 00 10. 00 10. 00 20 00 30 00 40 00 50.O0:::60 00 70 00 70 00 60 00 50 00 40 00 30 00 20 00 10. 00 10. 00 20 00 30 00 40 00 895:00 . . . . A CITY OF HASTINGS, ENGINEERING DEPT. 0 0 Project 6th Ave.- 9th St. to 12th St. Pf0j. NO. PD 2005-2 Description Cross Sections °°*n DWM Date 2-15-05 cm"frad" Drown BY DWM APPmvs)iiteoll Dm. No. 6 of 14 70:00:::60:00:::50 00 40:00...30:00:::20:00 10. 00 10 00:::: 20:00 ... 30;00 40:00::: 50:00 ::: 60:00 770:00 70:00:::60 00: 0 00 40 00 ... 30.00 20:00 10. 00 10. 00:::20:00 30:00 40:00:50 00 ::: 60 00 70`00 190.5:.00 490.0:0.0 NN MCO Nf� W co r 11.1 - NN FNN 036 1� N OO W 905:.00 190.5:.00 J LL 189,5:.0.0 90.0:-.00 02 1.900:.0.0 N O O co r 1905:-.00 ........... 89.5:..00 1895:.0.0 OR 'A :=:8+00 IGINAL :EL :=:1:901 87 18:9.5.00 D ESIGN EARTHWORK D ESIGN: EARTHWORK CUT AREA . =20..07 FILL AREA =14.57 CUT AREA : =68.27 VF' =42'39 VC •-571447 VF -27,64 VF =109.2 FILL AREA =5 91 VF :=1129 VC : -83.39 VC =8047 VC =443:66 190.0:.0.0 00 1.8:9.5:.00 90.0:.00 SPE& :=8+00 6 00. 19:0.5:.0.0 OR G:IN:AL::EL t89:8.80 T7+150 905,00 189.0:.0.0 ESIGN: EARTH:WORI<'....• 8:9.0:..00 189.5:.00 ORIG:IN:AL::EL :=:1:90:0.73 189.5:00 CUT AREA: =25:51 VF =47:05 FILL: AREA : =15.15 VE:=10:58 DESIGN: EARTH:WORK CUT AREA=49.:22..... ....FILL: AREA. =131 VC =5.2:9;:0.8 ..... ......... ..... VC -55 75 V VC =7356 VF =23.45 =.695:44 VC =125:37 +....... 9:0.0:.0.0 1.0M Nim Ma MOD 0) 0) ..1.89.5:.0.0 90.0:.00 1905:0.0 1890:00 Iles :=+00 ORIGINAL :EL •=1898.:68 spa .- * 74 ORIGINAL::EL• =1898.:68 - DESIGN: EARTHWORK DESIGN: 'EARTHWORK 8:9.0: DO 1,9.00:0.0 1905:7.00 190.0.00 7 4- 00 00 UT AREA ::=77 5 2 ILL AREA •= 6:9 0 UT AREA -72152 ILL AREA =6:90 'VF : -20.35... VC • =482;03 -VF =2:6:5* VC --- 45117 VF• .0.:00. . ..VF.=0:0:0 • VC- =482 03 VC = 189.5:.0.0 ORI'GIN:AL :EL- -=-1-899.68 189.5:00 45A7 D ESI N : EARTHWORK CUT AREA . =29.:88 FILL AREA =11:45 V =3715 VC .=621:88 VF .=12:3:4 VC =101:92 190.5:,0.0 19:0.0:.0.0 0� to c c c0 CO CO 0) 0) CO CO LL fU- c) ) am Ma 0)0) ma 90.5:-.00 =5+50 ORGIN:AL::EL• =189:8 72 900:00 19:0.5:.0.0 190.0:.0.0 UJ ♦-LL 00 M 0 0 0 7 D ES1GN: EARTHWORK UT -AREA •=3 4:58..... • • FILL AREA- •=7:04" .. . VF =62:28 VC ' =461:68 18:9.5:.00 sea =0+68 OR IGINAL E =1899 0000o 16 vi %SSj0 U BgO0 '��co°• `"4 A \SI, .;moo .. DAVID I• • •to- ........ EFL:... WACKER .. _.: : ,,5 dam; AREA: :=7.53. ._•oa 1905::00 VF =9.31 D ESIGN : EARTH:WORK VC =42.52 CUT AREA.=27..27... FILL VC =1.3:2 :58:4: 73 V `'� ° E-5090 *VC :89:.58 70.00:::60 00:::50 00 40 00 30 00:::20 00 10 00 10. 00 20 00. 30 00 40 00: 0 60 00 70 00 70.00:::60 00: 50,00 40 00. 30 00: 20 00 10. 00 10 00 20 00 30 00 40 00 , . CITY OF HASTINGS, ENGINEERING DEPT. 0 prop`6th Ave.- 9th St. to 12th St. Proj. No. PD 2005-2 D.06. Cross Sections Design BY DWM Dote 2-15-05 oro.n a' DWM `9P'"°,4r/ Contractor Dm. No. 7 of 14 70;00:::50 00: 50 00 40 00 3000 20.00 " 00 10 00 20;00 30.00 40 00: 50 00: 60 00 • " 70 00 70 00: 60 00 • • • 50,00 40 00 30:00 20;00 10. 00 10. 00: • 20 00 30 00 40 00 : 50 00 60 00 70 00 1905.00 • ...... 1.900100 ORIGINAL:EL: =1901..8 905_00 - 900.00 10 50 1905.00 ........... i.9701�.00- LLI- CO 0"co4- 1905..00 ........ .......... ................... ......... ...... • • 1900..00 • ..... 3 : 00 13+00 1895..00 ESIGN E• •RTHWORK ........ CUTAREA = 5.0 FILL AREA: -4.73 89.5..00 18:95:00 OR .GINAL.:EL . = . 1 . 900.95 • • • • • ........ • • 895.00 .... . YE -109.9 VC - 1,•483:72 F =7.27 19843 GUI AREA DESIGN: EARTHWORK 86.:09 FILL AREA -0.00 VF =137:17 F- =000 =2;045 19 =206" 27" " " " • 19:05.00 0-1 ELL NN 60 00 00 NN MM' o6 co 00 905.00 .... 19051.0.0 ORIGINAL : E 1:0+00 Li 19:02 01 00 I. -u- (0(0 o� 00 coo 90..500 we WO 00 coo 1900..00 50 18:95:00 ESIGN E RTHWORK 89.5:00 . • • • • .......... 1895:00 = 31:11+50 ..... . OR GIN.AL .E 1895 00 • . • . • . • • .......... GUI AREA -6322 FILL AREA: -3:09 VF =134.2 VC - 1,•373:73 F=15.36 VC -.1.91;16- GUI D REA -6 ESJGN: E RTH:WORK 1.40 FILL AREA: =0.:00 VF':1'5..7.5. VC =1,908:02 VC 206:27 190.5:00 ........... 50 1.900:00 ... 0-1 ELL COC) 00 OM 1895:no ........... =S+450 ORIGINAL :EL. =4902..60 _Jo thE 00 MC 00 TcP ........ • *DESIGN: E RTHWORK 905_00 . 900.00 9 895:00 50. 19051.00 1895100 Type 'A' Inlet • Let .............. _10 thF- NN Mr Wai 00 oco 1905_00 ...... 1895.20 FL 30' 'RCP • t 'slope U:T AREA =81.15 . FILL AREA =13.43 12+00 OR G:INAL: EL=1900 1 19.00..00 . ... .84 L 30' RCP..1%." o e 189.5...00 • • • . • .......... 05 =146:61 7.2 "VC: =1,23:9.47 VC =175 80 ESI N: EARTHWORK 1905:00 0_r LOU) WM 00. 0)0) •......... UT AREA =63;06 WO 4:2(n 00 CIO 1905:0.0 ........ VF =108.7 FILL AREA' =0:98 .0 VC• =1,792:27 VC •--L205.3:6• 1895:00 O.R .GIN:AL..EL . = . 19.0.2_83 ........ DESIGN: EARTHWORK CUT :AREA -76.-49 FILL AREA 5.15 189.5:00 ........ 1905:00 . • ........... • ........ 1905..0.0 1900_00 1 VF =147'9i VC -1;09:2:86 VF =708 VC •=-158:52 18:95:0.0 ......... 50 Oar& = 1 +50 ORIGINAL *EL. =4900.22 1895.00 D ESIGN E RTHWORR CUT AREA:5 3.:86 FILL AREA = VF =99.35 VF =0:81 0.14 VC. =1;683.53 VC =204 3 • • • • • • • • • 19:05:00 WE - ce oo. 00) ........ •... . . . . 1895..00 Sea =0+00 4.0 Ot- 00 0T 1905:0.0 .......... . • • . .... ......... 900.00 8 50. 19:05.0.0 1.0 LbEe •chwd- Mai 00 oo 1905_00 • • • • . , ......... , . • • . • . , . • . . • • • OR GINAL: E • =4902.60 DESIGN. • E RTH W ORK 89.5_0.0 18:95..00 OR CUT AREA 82.54 FILL AREA: =2:46 VP. VC =140.2 F -7:78 sea := D 1:1+00 IGINAL =1900.49 ESJGN: E RTHWORK GUI AREA.52.:97 =944:96 • • • • • • • • • • • • • . VC =1:51 44 • • • =100.4 FILL AREA -0.73 8 'VC =1;5841 VC •=203.5 " " • 7000:::60 00 50 00 40 00 30 00 20 00 10. 00 10. 00 20.00 30,00 40,00:::50 00 60 00 70 00 70 00 60 00 50 00 40 00 30 00 20 00 10. 00 10. 00 20 00 30 00 40 00 19.0.0:DO • ..... A\ CITY OF HASTINGS, ENGINEERING DEPT. C) ° Project 6th Ave.- 9th St. to 12th St. Proj. No. PD 2005-2 0.06. Cross Sections ilesign BY DWM °re*" DWM Dat. 2-15-05 ca'"" Apr.-idNow/ Dm. No. 8 of 14 70 00 60 00 50 00 4000 30 00 20.00 0 00 10. 00: 20 00 30 00 40 00 50.00 60 00 70 00 70.00 60 00 50,00 40;00...30 00: 20 00 10 00 10. 00 20 00 3000 40 00 50;00 60 00 70.00 191.0.00 91.0...00 ... 905..00 14 343 1900.00 . • • • 900:.0.0 ....... . • . *IPA -14+83.43 OR MAL •EL. -1.902 48 SION:LATI*4\ivorRi< CUT REA: F249.60 VF =222.79 FILL V REA =0..00 =t34: VC 2;826:42 VC 209:5:8 1905:00 14 50 1900.00 : . : • . -L I-1-. 0 CT> IL 905.0.0 0) 1895:0.0 OR G:IN:AL :EL = . 1 . 90:2 30 DESIGN: E RTH:WORK 89.5.00 ........ CUT. AREA- 104:04 FILL VF -192.54 AREA = 212 V =1.97 VC =.2;603:63 • ye 208:24 • 1905:00 -1.9:0.0..0.0 1895:0.0 ........... m m 6m moo. r r 66 . . . tc.,. o) m 6 CO. 0) 90.5..00 1:4+00 ORIGINAL D L 901* 99 ESIGN: E RTH:WORK 8.95:00 ......... • 1905_00 • ..... OR GINAL :EL =1901 50 CUT AREA- =102.99 FILL AREA- =0.00 VF • =19:0:81. • • C =2,41-1.09 • • V • •=0:00* VC 18:95:0.0 ESIGN -EARTHWORK • • 189.5_0.0 • • . • . . , ........ 206127 FILL AREA =0:00 UT AREA •=0:00 VF =0.00 VC =0.00 • 19:05:00 0-I I- U.. 3 50 1900:00 m6 m Ca CO 9.05.00 190.5.00 ........... SPA, = 13+SO 1900:00 U- -J LL SIPA =15+031,43 19.00:00.. 1 00 1895:00 OR IGINAL :EL =1901 53 OR1G1N:AL EL::1:9Q2 08 8:9.5_00 ........ .......... 1895_00 D ESIGN EARTHWORK D ESIGN • EARTHWORK" CUT. AREA =102.18 VF -=:175.09 VC. FILL =2;220:28. • • • • • • • V • • •VC AREA =0 *00 -0.00 =206:27 UT AREA -161;34 FILL AREA =0.00 VF =152.05 V 0:00 VC . =2.0:9:58....X........3.5=282 93 70400:::60 00 50,00 40 00 30 00 20 00 10 00 10. 00 20 00 30 00 40 00 50,00:::60 00 70.00 70400:::60 00 50,00 40 00 30 00 20 00 10. 00 10. 00 20 00 30 00 40 00 A\ CITY OF HASTINGS, ENGINEERING DEPT. 0 0 Project Ave.- 9th St. to 12th St. Proj. No. PD 2005-2 Description Cross Sections Dethgn DY DWM Date 2-15-05 `4"trwthe DIM DWM ApProvelittory DM. Ne. 9 of 14 -1+00 -0+50 0+00 0+50 1+00 1+50 2+00 2+50 20' S 0' NORTH AG cafe: 1"=20' 20' 40' 610' 0 oc 14) G Ob. • oc 'V 43. '.o°64) .06• 3+00 6 a 3+50 c• 706)), u 7903'OF • 77 79 qs 0 45 Ves x Mit z Mt x Ma " 'Nx Mo 4+00 x 006 .av O Gv x�'00A N6 0UPa C5 0 n2 06 12th Street 0, .04 00 7 T '9' % .`90 9 To 7 T Os' •20 7(g 7 2' 900. • 77 • 9u 720 To 0 10 •00 7900,0 7 T 79 0 O UP BUILD Description Side REMOVAL Description Side Quantity Asphalt Pavement Lt. & Rt. 870.00 SY Asphalt Driveway Lt. 27.11 SY 7900,0 7 T 79 0 O UP BUILD Description Side Quantity 8',14R Asphalt Pvmt, Lt. & Rt. 592.69 Tons 6',14R Asphalt Drwy. Lt. 9.01 Tons Saw Cut Lt. & Rt. 22 LF 64-22 Binder Lt. & Rt. 35 Tons SS1H Tack Oil Lt. & Rt. 180 Gallons a 0 UP h 0 19 N Q Coma o ..cV h 0.209135&10 a ovN O x �i�R•O ,\O! a z Mc 00 0 UP N.280906.73 Ox O� 5 Control N.28084.5.45 E.2091403.87 1900.93 0006° 006 P00 e6 xa a 14+83.43 CL 14+50 14+33.43 EOR 14+00 A\ CITY OF HASTINGS, ENGINEERING DEPT. C, 0 Project 6th Ave.- 9th St. to 12th St. Proj. No. PD 2005-2 Description Construction Drawing Design By Drown By DWM Dote 2-15-05 DWM Accm-° By Contractor Drn. No. 10of 14 1910 1910 1908 • SCALE: ••• HORIZ,:• 13•' = 20' VERL:"1". =. 2' 1906 1904 1902 1900 1908 Exis:tirig .levation 1906 1904 I 1898 1902 1900 1898 1896 o o 0 a. in G 0) 0 c'� 09> w CO CO rn 0) 0 edi 0 1- 0 w oJ m 0 0) 0 03 003 v 0 a) 0 rn 0 03 r CO m 0 w T 1896 N G 0) 0 O > w w -1+00 -0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 44-00 43, ti 0L x Mc %\o x Mc x Mo °Ix Mo x 009, 1 0 UP 1 0 0 �� 0p x o® A 00 1 1 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 . cv ate' x qc.' 1 Se a�S• OcCt 006`L Q 00 Q 06 O G�.�ti oma. � 19V" 190 Can8ol N.28075189 091358.10 1902.435 1902.45 nry eg x Mo d�� 10 \UP sc COMM - N.280845.45 E.2091403.8 1900.93 ,00x a�V� 0V 1 Como! iNtl1fY PT 12th Street 01 • 1� oq ht OV 9v_ \1 , 42 N7 10 \9 cD G1' 0v 1 ‘0.<,„ . ryh 0v \ f o`•. 00N \ 00 Mpewlt: cogr...01' eQ 0 0• 1 Dt NORTH .40._ Scale: 1"=20' • 20' 0' 20' 40' 60' 2 so by $1' ®4e OO �y00' c� Ma ,S 09 ,..Q,,;,\ 4^i0 OV 1 /0 0 8To" q --�- soya .— . — . — • e 6.9‘.? s93, e 11 5 19V ,900" 6 G1'..h9 9 S) 9V /0�)! O.> r v.€99 AN PyQr•y �,PyQ til V` r' 99� 0`ti !.\ SOS �` �4'^� yA 1 �a -Q x ^ 1c9 1 X0(091 90oq 10 '8') ‹) "fit &> h �e "K-`0 x t0' �\ �gtn x C> cDCP 14) 1� 1t000 1 .0 1e 0 UP Canso, N.280753.89 • E.209135800 190245 } e. ea'kp6 109 5'h sot Nt 1p t o '9. 7 T /90T0.o `9000.0 ..SS 19 95970 46 '900( BUILD Description Side REMOVAL Description Side Quantity Asphalt Pavement Lt. & Rt. 870.00 SY 64-22 Binder Lt. & Rt. 35 Tons t o '9. 7 T /90T0.o `9000.0 ..SS 19 95970 46 '900( BUILD Description Side Quantity 8",14R Asphalt Pvmt. Lt. & Rt. 592.69 Tons Saw Cut Lt, & Rt. 22 LF 64-22 Binder Lt. & Rt. 35 Tons SS1H Tack Oil Lt. & Rt. 180 Gallons 14+83.43 CL 14+50 14+33.43 EOR 14+00 CITY OF HASTINGS, ENGINEERING DEPT. 1 0 Prot 6th Ave.- 9th St. to 12th St. Pro;. No. PD 2005-2 Description Construction Drawing Design By DWM Dote 2-15-05 Contractor Drown BY DWM ApproNed By ten. No. 11 of 14 1904 1904 1902 •SCALE: • • • HORIZ: 1 ". _ :20' VERT:: 1" = 2' 1900 Existing: Elevation 1902 • 1898 -0.185% Proposed :Elevation 1900 1898 1896 1896 1894 1894 1892 1892 1890 N 0 r, a) O m r 6 O oo S m g co O a °00,Y,1;,,,,9/04;"'"• A. DAVED•L:. tar -1 C 3: . WACXER 0 "ea .arA.4.e eo api 1890 co C p) O c'� N > N w w O o) O 0) O o) O or T 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 a c c 0 O of O N a_ al N C 0)0 Ts w Ill w 8+50 9+00 70 00: 60 00: 50 00 40 00...30:00: 20,00 • . 1.0 00 10 00" 20;00 30 00 40 00: 0 00:::60:00 70:00 70 00: 60 00: 50 00 40 00 30 00' 20 00 10 00 10. 00: : 20 00 30 00 40:00:50 00:::60 00 70 00 191:000 191.0:..00 190.5:.00 J 0 1L f- 00 02 ? 00 00rr 90.5.. 00 1910.; 00 0 m a CD 910..00 1.9:0.0:.00 SIPA _3+.Sit ORIGINAL .E .=1903 25 190.0:..00.: 90.5..00 1 = t +SO 'Cu ::AREA: : :101:.83 D ESIGN: EARTHWOR}< F =178:63 • ALL • AREA • =0.00........ VF =0:00 VC =632.3 VC =0 00 19:0.0:.00 ORIGINAL •EL• =1905 6 190.0..00 DESIGN : EARTHWORK CUT AREA -29.67 FILL AREA =0.00 • VF:: =:55.46 • VC =13 :08 • VF: ye 00 191:0 00 19.10..00 =0.00 19:0.5..0.0 04 0 04 191000 9.1.0.00 +... ..1.90.5:.00 00 0 0 0 +......1900:.00 00 An m 1905:.00 ORIGINAL : E ::19:03 8.1....... 1900 00 00 190.0:.00 spa =. t.+00 ORIGINAL :EL :=1:906 27 CUT. AREA =29,96 1910.:00 VF :=45.89 •VC •=77.62 DESIGN EARTHWORK FILL :AREA =0:.00 VF =0.00 • .VC: =000•• 905..00 90.0:.00 CO CO0 C) + .:.:....1.90.5:.0.0 50 CO a ;mss =0+SO 9.1.0..00 90.5:..00 19:1:0:00 CU T.AREA. =84.24 VF VC =142:7. -45 .74 D ESIGN: EARTHWORK FILL AREA. =0.00 VC =0:00 =0.00 190.0:.0.0 0 0 19.1.0:..00 N 0 ax 1905:..00 SPS :=:2+ ORIGIN:AL:':EL. =1.904 CUT -AREA. =59:23 VF =107.36 VC =31 D 44 190.0:..00 ESIGN : EARTHWORK FILL :A:REA •. 01 .VF. VC =0.00 0 =0:00 RIG•IN-AL .EL. =1906 95 190.0:.0.0 D ESIGN: EARTHWORK 900...00 UT AREA 19 :38 FILL::A:REA =0..00 F 3 73 F =0.0 •VC • =31 7.3.... -VC -000.• 191:0:00 19.1.200 U 19:1:0.:00 ..1.90.5:.0.0 U, 0 0 AA M K 0 W MIA,: =:0+00 ORIGINAL : E L : -19:07.61 9.10...00 905..00.. 19:0.0:.0.0 9? D sips =S+®0 1905.00.. I.GNAL EL =1904.96 ESIGN : EARTHWORK 1900:..00 190.0:.0.0 D ESI.GN.: . EAR TN WORK 190.0.0.0 CUT AREA 46:.21 FILL : A:R EA F=70.57 CU AREA =14.74 FILL:AREA =0.00 VC -20 65 F VC gAgt'��}AA{�AAA A{{O Bgqs��epp//ppp i EJS/ pp -0.00:1;10e >.��r °a size/ ..:DAVt0 L:... c)= liACKER a a...€-5090• • • aao.....�.... 1}. o;.': `bra, .itr.: / val0� =Q;00 0:0:0 F=0. VC =0 00 0.0 F =0.00 VC -0.00 70.00:::60 00:::50.00 40.00.. 30 00 20.00'''10. 00 1 O. 00 0 00 30 00 4000::: 50.00:::60 0 70 00 70 00 60 0 50 00 40 00 30 00 20 00 10. 00 10. 0 20 00 30 00 40 00 ACITY OF HASTINGS, ENGINEERING DEPT. 00 P 46th Ave.- 9th St. to 12th St. Pro,. No. PD 2005-2 Description Cross Sections Design DWM Dote 2-15-05 Dna" DWM "'"'°"°° f'--kti Contractor Dr" No. 12 of 14 70 00 ::: 60.00::: 50:00 40.00...30 00 20:00 10.00 4. 10 00' 20:00...30 00 40 00 :50 60 00 70;00 70 00: 60 00 ::: 50:00 4000...30;00 • 20;00 • 10 00 4 1000 • 20 00 30;00 40 00:::50:00:::60:00 70:00 190.5:.00 905:..00 190.5:.00 905..00 7 5 190.0:.00 +....k..1895:.00 50 0 0 0 50 1.9:0.0:.0.0 SPA :'!'+50 1900...00.. 900:..00 5 IIt :=:5+50 18:9.5..0.0 ............ ORIGINAL :EL =1901. 04 ;UT • AREA• =14:63 VF .=30.23 'DESIGN. EARTHWORK . . 89.5.. 00 FILL: :AREA :=11.76 ;400:76 VF -32.13 C- =245.42 ORIGINAL EL :=::1:901: 05 DESIGN: EARTHWORK U T::AREA -36.11 FILL AREA =20.20 F .27 F U) 0 0 CT) 9.9 C •=1,247:9:3 VC 56:19 190.5:.0.0 0 0 tr r n 0 0 90.5..00 .......... 190.0:.0.0 +..........1.89.5:.0.0 00 0 0 0 .............. ........ .......• 900 00 SPA =.7+N ORIGINAL :EL =1900 5 .1.9:0.0..0.0 18:9.5:.0.0 .. ..............00 ..... ORIGINAL :EL :-1901 190.0:..00 1 � \ 18:9.0:.0.0 CUT. ARE =17.87 VF :-32.70 73 DESIGN: EARTHWORK FILL. AREA =22.79 VC• =1;370.53 VF -57:80 89.5..00 ........ ......... .VC. -=213.29. 89.0:..00 49 8.9.5..00 ..... DESIGN: EARTHWORK N M O CUT • AREA: =56:65 FF =133:&8 ILL 'AREA:=11;97•" VC. '1.461:66 F =f9:16 VC* =26.27 6 190.0:.0.0 189.5:.00 ORIGINAL EL L19O00 61 DESIGN : EARTHWORK 9.00..0.0 18:9.5:..00 50 19:0.5:.0.0 00 00 0)0) .-r 0 0 cp 00 90.5:..00 18:9.0:.0.0 CU T AREA. =36 T17 29 2 FILL AREA: :=:39:36 VC -1,337.83 =58:5 18:9.0,00 VC .1.55.49 48 1.9:0.0:.0.0 SPA : =4+40 90.0..00.. ....+ 4 48 18:9.5:.0.0 ORIGINAL :EL 1902.00 ..CUT::AREA. .82::81........ FILL ' A VE =189:24 VC =1 027.78 VF VC E:A:': =7.11 189.5:.00 =7.11 N co 0 0 0 t< N 0 0 0 1905:00 00 .1.9:0.0:.0.0 I900.46.FL,GL J U S SPA =4+00 90.5.00 90.0:..00... 4 6 00 190.0:00 .1.8:9.5..0.0 90.0:..00 STA • .0+00 18:9.0:.0.0 O.RI.G:INAL:.:EL1900..6.8 .... .................. DESIGN: EARTH:WORK 18:9.5:.0.0 ........... ORIGINAL -EL =1902.48 DESIGN EARTHWORK 8:9.5:..00 U VC AREA: =21:63 =53.7Q.. =7:,301;63 FILL AREA .=23.61 VC =40:74 9:6;93 u{tt tyyt lff(tc, p� w V�ia00E80@000On'YR{.� 6 -+- 00 °i !moo,®�DAVLR L e c "tog WACKER : % E50:90::: •'r 'Ilc,1 18:9.0:..00 CUT AREA : =129 82 VF =206.17 FILL AREA' =0.00 0:00 VC • 838.54' •VC =0.0.0. • 70 00 60.00:::50 00 40 00 30 00 20 00 10.00 4 1000 20 00 30 00 40 00 50.00:::60 00 70 00 70 00 0 0 50 00 40 00 0 00 20 00 10.00 4 1000 " ' 20 00 30 00 40 00 $,CITY OF HASTINGS, ENGINEERING DEPT. 0 Proje``6th Ave.- 9th St. to 12th St. Proj. No. Deactiption PD 2005-2 Cross Sections °°Sign BY DWM °°t° 2-15-05 °°"'"`t" Dm" DWM '°°'°"° flM Dr". 13 of 14 70 00 60 00 50 00 40 00 30 00 20 00 10.00 1000 20 00 30 00 40 00 50 00 60 00 70 00 70 00:::60 00: 50 00 40 00.30 00 • 20.00 • 10.00 10 00" 20 00 30 00 40 00: 50 00 • 60,00 " • 70;00 • • . • .... ...... • • • • ....... . • . • ..... ....... • .... • . • • • • . • ..... . • • ...... ... • . • • • • 19.05..0.0 905..00 1.900_00 Wait =8+60 1900..00 8 50 18:95..0.0 ORIGINAL: EL -1901. 69 189.5_00 DESIGN EARTHWORK FILL AREA: —0.:00 CUT AREA- —0. 0 • • • VF • —0:.00 • • =0..00 1905.00 1905..00 0 0 0 q 0 Ch. 8 00 1900.00 1895..00 OR SIPA r-'8+00 IGINAL EL =1901 37 1900.00 8:9.5:..0.0 8 ESIGN: E RTHWORit< " " " " • 4455,:t • A i;;Z: • DAVID L. • Keg: WACKER si;.•.• • •E•5090 reta . 4.5".C4tegatte5t• / ccres:19.f.j."7".'1/4. s•t 1 • ‘4 CUT: :AREA =15141 FILL AREA =0.00 VF 27..94 VF —10:94 VC =1 428.70 VC —.25:6;36 X 1.35 •346 09 cy. fi 70 00 60 00 50 00 40.00...30 00 20 00 0.00 10. 0 20 00 30 00 40 00 50 00 60 00 70 00 70,00 60,00 50,00 40,00 30 00 20 00 10.00 10.00 20 00 30 00 40 00 ACITY OF HASTINGS, ENGINEERING DEPT. 0 0 Project 6th Ave.- 9th St. to 12th St. Proj. No. PD 2005-2 Description Cross Sections "gn BY DWM Dde 2-15-05 DWM AP"Iteht/ Dm. 11°. 14 of 14 Contractor