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HomeMy WebLinkAboutPD2006-3E. 39TH STREET - 185' W. OF TURNER AVE. TO UTECHT AVE. 111/ � ,,HIrdillHII_ : IP_ IIU ��-- l� ■ IIhI Il�l`,N� ooa ''''.41. ,-v-- -....1111111111.111 l.� DDD o ;TIEF--=E:Eizilim Isci i.. __:: ::=11i11111%9—II IIII IIIIII n liTatimis mu i �..o— min. BBB❑❑E3 ■��.�'��=�.�— 'u �: cICOM BB 11111 ill BDBBB rI—:'��12111:l g MEC E3© l �f r mionotse,mon •.II ■ OM BEES Ei7®®BB p'O 4 4 North Scale: None Begin Project Sta. 0+18.5 End Project Sta. 5+08.28 Paving District 2006-3 Utilities Director of Engineering LEGEND O UP • 0 Ir 4w 0 FH N WV GV .-.7%34 7 Date Spot Elevation Utility Pole Control Point - Nail Set Control Point - Temporary Wood Hub Set Deciduous Tree Coniferous Tree Manhole Fire Hydrant Water Valve Gas Valve • a 1912 EJB Light Telephone Box Electrical Junction Box Contour Line _._.—.—._._.—._._._.—._ Flowline Property Line CALL BEFORE YOU DIG DIGGERS HOTLINE OF NEBRASKA 1-800-331-5666 %��1� wry-•Gi7yt...a Hastings City Surveyor -3"-/z-e.0.07 Date INDEX OF SHEETS SHEET NO. 1 SHEET NO. 2-3 SHEET NO.4 SHEET NO. 5-6 COVER SHEET PLAN & PROFILE SHEET JOINT DETAIL CROSS SECTION SHEETS SUMMARY OF QUANTITIES rum ESTIMATED NO. DFS CRIPTION QUANTIFIES UNIT 1 Remove Pavement 6.80 S.Y. 2 Saw Cut 30.0 L.F. 3 Grind Existing Curb 140.0 L.F. 4 Remove Barb -Wire Fence & Posts 80.0 L.F. 5 Build 8" P.C.C. Concrete Pavement (47B) 2,088.4 S.Y. 6 Build 6" P.C.C. Concrete Integral Curb (47B) 1,029.00 L.F. 7 Build P.C.C. Concrete Header (47B) 37.00 L.F. 8 Adjust Manhole to Grade 1.00 Each 9 Adjust Water Valve to Grade 10 Adjust Gas Valve to Grade 11 Traffic Control NOTES: 1.00 Fach 1.00 Each 1.00 Lump Sum The embankment and subgrade shall be adjusted to conform to the lines and grades on the plans in accordance with Section 205 and 302 of the 1997 Standard State Specifications and its supplements. The upper six (6) inches of the subgrade shall be scarified, mixed and recompacted to the *owing 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. Excavation, backfilling, and 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. `7nutal Hastings City Engineer Date CITY OF HASTINGS, � \ ENGINEERING DEPT. Project Proj. No. Description Design By Drown By E. 39th St. - 185' W. of Turner Ave. to Utecht Ave. R.G.D. PD 2006-3 COVER SHEET Date 4-2006 Contractor B.B. Dm. No. 1 of 6 IF a.) / ~ REMOVE PAVEMENT BUILD 6" P.C.C. PAVEMENT 47B _ i ,i ` " Q I '' / / I Station to Station Side Sq. Yards q Station to Station Side S Yards �'� �� �,• � � / j ; � I x x 0+18.5 LT & RT 6.8� 0+18.5 to 4+00 LT & RT 1643.2 " ti I v ��*- ""` t // Iu; W x, �� •z / , •�,s / i CC V 1 Grind Existing Curb BUILD 6" P.C.C. INTEGRAL CURB 1'' D , �,' 4zp cps, �� // Station Side Lin. Ft. Station to Station Side 0•�Uin. Ft. C I ! I / / 1 0+18.5 LT & RT 140.0 0+18.5 to 4+00 LT & RT x 812.0 Nx �) / ! i PI Sta = 1+68.86 `' l x x c <; c • N 8857.55 ' {� E = \12425.30 02.)• �/ • •& �5, / x ? I = 2\7'28'461 x x0 ; REMOVE BARB -WIRE FENCE AND POSTS �° / / f ,� h° .0 \ / Station to Station Side Lin. Ft. B �i P' = Q+00 ®i 4 = 8935.3;7° ;�� / t 1 CIRCULAR 1 +72.O�c� LT & RT � x 80.0 I ° x = 12275. 4`�' ° e�• ( � / / / l Da = 19'05 55 " / `•• f i J BS / 1 . EL=1899.92 = Dc19'11'17" { �, - • `•• r ! o\° ' . '� t / ' d 40 T = 73.35 t1 x / �� / \--1911-/ x / ,� v ` 83 / h' � { R = 300.00' L = 143.88 v SAW CUT 8 7s \\ fio\I 93 C:oR ////, •, C = 142.51 x x Station, Side Lin. Ft. �. u/ . .e ' ^� // a E = 8.84 c 0+1.15 LT & RT 30,0G,' l �' , ° x�QOh ? TC / ( ° x 3 M = 8.58 o c Z x ^a x / / / s. is c / e)/?/, Az \° I/ Q� / '•STC 1 G -� / Prop �� M • / .� 8.20 FL 8 6 �4r /pct o\° N=$.'7 x / M / 25 F FL C� / 2% L, 190' pf i" `� $. 10 8.70 TC 8.587C >93 s9 / �/_ S�. rC 26 y I N =- i I ,l ������ ? l �.. RL °\° pia. • .ep�� � ' X09 �•J Nont8884.93 p 83C4t °\° \� 5 -/Opt •p TC c"' 4.' `C , • \ + E=12347.78 °\o N d�. ✓ . / Q u9 x ` °' � )2 1907.98 try fly,. / •�F x ; �)33F� rx0 6.70 40 f �' ' ` / x°'C C p a ff 0 5.08 re cn 4.58 ` 4.66 TC F- 4.16 FL 4.41 TC C4. x 4` .� .%•C• 5 TC 4.02 TC 3.42 TC 3.11 TC n 2.77 TC X 2.41 TC 2.02 TC 1.61 TC 7 TC 6 - t� �° SS -' / - F< �� S.•7CL 1.2% 3.52 L 2.92 .1 2.27 FL 1.91 0. • FL _. _._ _.�.� ._�.,...-•_ _ --. \� 2% `/' C34'j, t u � o x l >3F r �� ` T' 39TH STREET 4.95CL +d I j N . CV > 4.: CL 4.r2CL 3.� CL 2.98 89 CI CL. 6' CL • 2.28 CL 1.: sL 1.48 CL 1.0' CL �`d x �, gg �x j?' v1 xe� �=' nCr ° `c 0,. OFC X 1.2°/ o M ter, � t Ci is r{{{ ` x � N x . ! x .0 X i 5 oda Q o . x 8 v`•f5 Q eta C> i a '• �� ' ? FL 39TH STREET 3+00 "1 TO 4.16 FL 1.2% 1.2% 4 3 91 FL FL FL 2 92 FL 2 61 FL 2.27 F \ 4+00 1.91 1.11 FL 0.67 FL 4` _ . �. mac, ! , 66 7C 3 65 3 52 "` `� FL 1.52 FL _ � - rf .,`i X 112 .F. OF 36 R.C.P. . 4.47 4.15 TC 4.02 3.42 TC 3.11 TC 2.77 TC 2.41 TC 2.02 TC 1.61 TC 1.17 TC oLytic g . xoj X ( x t x < x f Control ( b/ W/ 2 36" R.C.P. F.E.S. SLOPE=0.0035 FT./FT _ TO BE PUT IN BY OTHERS.' ,n n. � s(j efTlp C';')' l x �� \ =88, 7.55 ,` x Ply ? _ - \1 ..-...00 c` <<"\ Ca` y¢FHF-88322 x 83- l x • µVN 1907.07 - - x4ti �1' X x j } x 4 x<Cj` L EL=18p9.37 S / I NOTE: (Contractor shall grind existing curb to within 1" of the flowline of the street. Contractor shall saw and remove concrete pavement for lug -outs. \ ' Contractor shall remove barb -wire fence and posts across Right -of -Way x ` and retie at nearest post. ,,0, x %° Storm sewer pipe shown on plans shall be put in by others prior to construction GI,e x CITY OF HASTINGS, AENGINEERING DEPT. C) 0 x a' of the street. x ` x 4r N. �' G, Approximately 647.0 C.Y. will be derived from the construction of x ;?� b this project. All excess excavation shall be property of the City of Hastings. Project 39th Street „--,-$1n85' W. of Turner Ave. to Utecht Ave. SCALES: / x y 4 ,.�• 1 x ,s Any excess that is not used on adjacent lots shall be hauled to a different Prot. No. l PD 2006-3 l -'� 1"--20•HOR x ; site to be determined byEngineer. r �� �To Be Removed Description Construction Plan 1 VER 791 -2 t j Design` By R.G.D. Dote 4/2006 Contractor tix 0� •I/ v B.B. hiEkm No. 2 of 1912 I I T,B.M. = Fi're "X" { I EL M H)idrant,:S. of. 49th. on Bonnet Boit- . = 191.239 � between Yost &.Turner VPI STA -= - 0+57:00* - I 1 IT B M. _:Fire Hydrant; S.:of 39th/TurnerIntersection "X" -on Bonnet Bolt I ELEV. =.1909.12 ! . 1912 1910 { I VPI EL = 1908-.26- 1908-.2 g1 = 0:4/% g 1 g2 = -34440% CURVE LEJN '= -50.00* II K = 12:94 E = 0.2-4 11 I oO OCS I + co o { i I I 1910 1908 1908 { { : �°p� ; -e-4Z... o _• I ►- 1906 i • e. CI o . .291.90$•9. . 0+1.7:50• • : :J 1907.94 • • n+ i A. as 0 .... 0i CA - - •,.� :'�` ``STA : = • 0+381t04 _L • _• 1908:1 f _ __ �� �- __ . ____ � `', -� NI I I ii 1 II -1 Existing Grade I I VPI STA1 1 = -4'+00.00 1 I 1906 1 0 I ! I ; } BOP : ST.A := :a+1 a).�.. .- _1 ....... w ....... o 11 I_Q cn o , - II .i$Qi ° q 9 �+ •�` • `' �\ ---- >.:: ---: ".. `. -rl-` : _ I ...... I I - --" - © - - VPI EL !_ ' 1'902'.09 I i I g1 - 1.20% I g2 - .2.00% _ 200: CURVE' - ,LEN ' ' QQ -K = -249.98 1 1904 1902 I > Si > X.z 4 v' >� ......... A...VPT:EL • I i - E' - -0.20 1902 • ..... ` _ ~' __ . -- _ VPI 'STA' = '1'+50.00 Vizi *EL- = ' 1-9Q5-.10 g1 - -3.40% g2 - -1.20% O�RVE' LEN ' = 9 36:OQ { I i Proposed grade 1 900 { ! °' r7 rn { '• I ' a E } -,-._ _ 1900 1898 K= E '61-.99 = '0.37 I 1 i i ::vP.c :STA: ::V:P.c :EL : 1.� ! I i • . v l qm • . P•_ 1898 1896 1 I i •• ! - ^'f7 -t r - ' • - • r f / � ° �� { 1896 c o a 1894 w I i I ! d.• v o •- x a.w I 1 .6.1-4 o• aw d. 2- x aw a 2 aw N OD 88 Y- w •- x 0) t aD . d 2 aw a0 88 Y- a -- x 'et r -. d i 2- x o_w CO CO Co N:. 22 r- r a o• aw r•-• �t Lo 22 ,- v� x t•-• co to w o 2 a.siw GSI 1.C) � - 212 , ar f- x I • 4 Y- 1903.90 :PPop. : 1904.28 •Exist. y 2- x aIw 0') O N CO m Co 28 ' '. a• 2 a et COCD c>i 82 .• •- x LE) c i r I I fly ! o I•- I I x 1 a`1w CA I O I } OD {I{ - I i - - OJ 8�8 1.- I i 1894 -2+00 1+50 -1+00 0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 xe x 0f CO% xi x 0 ANI x 00 PI Sta = 5+77.07 + N = 8857/82 Ln E = J2836.33 I = 90'14'41"RCZ x CO CIRCULAR ° U Da = 83'38'37 x x<' CU Dc& 93'45'38" ' •- T - 68.79 x R68.50 L = 107.89 ti C = 97:08 C ' E = 28.58 ; x W M = 20.17 1 P ) x� x fff x 0 , x % x • f x0' , x p N o88 8b2 control $1 8.85 N=8893.99 ✓ x - �3cs r- .71� ,a 4 899 3H x.0 BUILD 6" P.C.C. PAVEMENT 47B (bcD °` I`° ' N N Station to Station Side Sq. Yards -,..'e La 4+00 to 5+08.28 LT & RT 445.2 x / TC 12:17 TC 0.71 TC 190 ).22 TC 1900_05 TC 3.42 TC 3.11 TC 2.77 TC 2.41 TC 2.02 TC 1.61 FL 2.61 FL FL 1.91 FL 1\52 FL 1.11 FL 0. 7 FL 0.21 FL 1859 72 FL ''= - 1.2% / 2.92 2.27 2% 1899.55 FL ,\\\ C Ni > N1 > ...... BUILD 6 P.C.C. INTEGRAL CURB, 3 3 'e `k� ��� `�� � ( £ Station to Station Side Lin. Ft. y" p'e�, cs� 3.29 CL 2.98 CL - .64 CL 0 2.28 CL 1.89 CL 1.48 CL 1.04 CL ; 0.58 CL 1900.09 1899.92 CL _ _ 1 'k�� -'• N. c 4+00 to 5+08.28 LT & RT 217.0 c j ' t. i ® r7 1.2% n. O M 2% \�kk\ ('`1' h 4> <' a7 x x x het, `I x x x 2 x 6-D r �. \ N. N \\\ I x <> C \ E ET 3+00 "i 4+00 \ "'! 5+00 ° 2% 39TH STR `\ \k;\I Future Street Expa \ l sion I` 1.2% 0.67 FL 0.21 FL 1899.72 FL 1899_55 FL 2.92 FL 2.61 FL 2.27 F4 1.91 FL 1.52 FL 1.11 FL BUILD CONCRETE HEADER 3.11 TC 2.77 TC 2.41 TC 2.02 TC 1.61 TC 1.17 TC 0.71 TC 1900.22 TC -� --4-A---..... \`\`\ 3.42 TC 0 190005 T----�,`� :-. `�'kkk \\ f Station to Station Side Lin. Ft. - ;n w `.\ / 5+08.28 LT & RT 37.0 \�p�\ \\� N r� (N 111 Tem .\\ N=881 y y �� \\ Tem p e• N-8817 85 i Tem . N=8 18.02 =131,‘38.,56 x E=12796.9 \\� �E_128Z6 t a + 0.00 1 0.00 x .00 x v C \\ \\� \\ 4 h x , ADJUST MANHOLE TO GRADE . x lj \ `; 1\ Station Side x \\\ o� i, 4+45 2' RT ora' \ 0 l be 11 11 It 11 Ij II 11 Il I1il Ij li x ' \ x x L I. .9\1.T x = DIS ld W Z i \ \ x I x NOTE: Approximately 647.0 C.Y. will be derived from the construction of 1 I this project. All excess excavation shall be property of the City of Hastings. 4 Any excess that iscnot used on adjacent lots shall be hauled to a different \ site to be determined\by Engineer. x `" , x Q F- \ I� I x /� CITY OF HASTINGS, % I \ ENGINEERING DEPT. 2•" v W 4 Project 39th Street - 185' W. of Turner Ave. to Utecht Ave. SCALES: `�{ x F-, x Proj. No. PD 2006-3 1" = 2Q x HOR x Description Construction Plan \2' VER Design By R.G.D. Date 4/2006 Contractor j Dram By B.B. Approved ByDm. No. 3 of 6 1906� } ,y T.B.M. = -Fire Hydrant; S. -of 39th "X" on Bonnet Bolt ELEV. =1912.39 between -Yost & Turner T.B:M. = Fire -Hydrant, "X" on ELEV.'. S: of 39thfrumer onnet Bolt 1909.12 Intersection I 1906 1904 I I I I I i C C3' .. -C7; 1 I 1904 1902-v) Existing Grade. as .y+^ Ir 'CO It a_ I 1902 ,z I -0 1900 I I t•' -t --` . -, . T. ooz 1900 1898 1 it7, .d..,._ } Proposed Grade o •,,,..,.. `- --�i. `' �. �-` _ --- ..._--. ___ _ : - ...._..• . _:..r.. - ' '' ----- 1898 1896 { } �, in 01 I- .� _ 4. _ :::DAD L... = 1896 I i EL EL 7 >% E ..0t •�� 1894 1894 i f , 1892 I I I I 1892 1890 ; � I } 1 1890 fl 2X o_w 0) co,- r 1888 �� Ti;1 O N fl- o I 1 aw I (D ( *r 8 h r� - +�- 8 $ '>4 alw 0) CO O r O O 8 8cococoCOCO1. x aw V) 1-. of $x a. x w 0) (NI 00 x x aw lF) 0) co 2 aw x CO U) 0) o' a. w 0) 0) 0) f 2X aw o.X a a. x 1....1 Q 2 x a.. 1.....1 40{X a;w 1888 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 V. ct 4'0 Q1 Prop. N=8897.55 Ai Z F=12425 2 1905.26 20' NORTH Ail0h.. Scale: 1"=20' 0' 20' 40' 60' End Project: Sta. 5+08.28 10.25' Control N=8814.42 F=19322.83- • 1907.07 Temp. N=8817.55 ♦ E-12426 1.1 0.00 39TH STR Temp.% N=8817.9 E=12796.1 0.00 \\ UTECHT AVENUE CITY OF HASTINGS, ENGINEERING DEPT. �� Project E. 39th St. - 185' W. of Turner Ave. East to Utecht Ave. Proj. No. PD 2006-3 Description Joint Detail Design By R.G.D. Dote 4/2006 Contractor Drown By B.B. proved BY Dm. No. 4 of 6 70.00 60,00 50.00 40,00 30, 00 20 00 10.00 C 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 1:0.00 C 10.00 20.00 30.00 40.00 50 00 60.00 70, 00 Scale:. Horiz. Vertical NORTH .1° 1"=5' 1910 an c.)._i I— LL9 •ct• Nt 0 In Fo§ 0) §) )90:5:54:FL : : 1906:04 TC• • igio_oo igio0C, 1910 on • I •• ._..—..-------------±....._--- .670.905.59 .35;1905.56 05,1.905.64 .53,1•905.67 ilk MIPP 00 19-05 0 • • •1903.42•TC • :190Z.92: FL: : • • •1903.29•CL • :1902.92:FL: : ' • 1903.42TC • 905 00 1 00 ,,,:".• 01' cr cr) ox '—' C5 c. cc o- c c co Or5 `c co tri cc) Ti- ci ci) cc; o o cp ok :' r\i 0 c\I re, N N: o cei V- _1.+9.0 T...-:." 0 al co cn in "g r, o) 1 goo on (Ion. on 00 • 4 is 2- 4 4 0 0 ....n..6 .0 .4- as (6 0 co 0 0 Oa cr) ioo ri to 9 o N---. r'Crl N C°. 1•: I r) I C \I N •(\k CXI I -I • I • i T ORIGINAL. DESIGN- SIPA EL. ERTHWOFK = 1+ 32 19-06.23 6 N co to(c) co I I (31 (o - 4 C \I r) rr) 1 I OR 0.6 cx cz; EPPA G[NAL EL ,4-- cO c\i =3+00 =1'9074 cNi cri t.. r) cri o6 ro to o c.i ,.. r. FILL CUT AREA AREA VF =4-€.51 VC —115.27 —3.60 S.F. —32.77 C.Y. C Y S.F. Ct DESIGN EARTHWORK FILL: AREA T -AREA =0.00 5737•=S;F. 19-15 or, 1915 on igio or, VF —47,71. VC 423:05 C.Y. C.Y. icno.00 1910 OC, 1907.05 TO • • 1906.55 EL : -J CC! 1 9:06.56 FL : 1910.00 lq•05.on • .1 VV`t.VG. • 1903.52. FL• .1903.89 CL ,,_ C\I C\I 11). °. 0 0 or, cy, T... ',... 1 90ft00 2 + 00 0 (0 a) cri cd 'IP.• • ...... • • 45.24, 909.40 4 d21iQ.6: : ...... . 58.72,190:e 15 :7).79,19.07.:53 (---- 0 •_.1 0' ....____, '78:6.0;1907.23 ...... • • . . . . . . . . . 0 c"-- N r N ci— oi to co co (400 00 50 a) 00) rci a) N 1 goo. on N o) In I te (0 16 I N -4- : N. ;7 o i r-: ORIGI•NAL cc C EL co to; —1904,26 cro.z 0) c5 40 cv c\i • .62.48 1907•5se • 66.44;1907.32b: . . -14.74,1906,87 N. a• c 4- 0 ai* co cv cri . cm ch ,-;- -53:860906.50: ORIGI:NAL I-IFInN NEPA EL F = 1+00 =1907 AIR TH WnR 19 K DESIGN. CUT EARTHWOFK FILL: AREA AREA: —0,0C —53.2:4 S.F. FI_L CUT. cr AREA ARE:A VF —43.60 yr, .Rp, =1-.31- S.F. =46 79 C.Y. 1 7 r Y S F cr cc_ 1910 OC VF —47:71 VC —317.6-3 C.Y. C.Y. :1:904.16 EL : • 1904.66 TO • 2 zzi 6 on CO a --....• .4, - igloo() of5 (-In 1910 or, 1908.43 TO E0 19:07.93 FL E01 L8. .0• C-1. OR• •• 1907.0 FL E01 • 1908.43 TO E0 iqin on 0 00 1905 or :1:904.16 FL : • 1904.53 CL • go on 00 1 q o or 1904.47. . . 1964.62: c. N . t,-, ,41 vi- N N I--; ... 72 1 qn5. 00 ' 905_Qn 1 q an .`0.9..'9-9..- =47350906:93 c.i .. r.) i•-: h:' 5,) g ce to 1:70.0907:22 c,„, r -z cr, c 4 • 43.43;1907:13 . . . . . . -tloo_6n a) 4,, • • 0 0 0, co r-: c5 1 57 v7 . . . as 0 I ORIGINAL J c C WWI E_ fc....,6.6. 0 ..t. c\i• 4 to =1904 OR DESIGN WeLt G:IN:AL EL FARTH-WORK = 0 +57•. =1907 32 32 CESIGN CUT :EARTHWORK FILL AREA- AREA =0.00 =37.56 S F. : : DAV: L . - • • viii!cg.R. • • • • ..ire2 . : : - - :•=f -z- • • • • '''.', ::::: . /. ..... 11-5 or, FIL__ 0 co -.4- N; Jo 0) ,-- ......... . . .........• • • -I-I OE - II: • II' > M . 7j.> 1.908.02 BC • • ••0( En • • • =28.20 S.F. =0:00 C.Y. RR r, .Y 0 co co 0) —o) 0 co ,- 0 m. c). a) ,-. 1915 on e il I I flak igio_or 411,1,....11 0_,_., I_L.L. ... to , VP- =47.71 VC =2.33.5:6 9 N. .1: C. -Y. C.I. _L0 F7't; 1910 on 905 00 /4 ' ' - ......... igi0Or 0 co i7) o) 0 co to 4--: cp 0) — 8...5.0 8-.5010 96.1;1(°(Cii4C°.no'44iej cs) '--:‘ 1 qfin 00 o a) 0; c•,, in ea 16 ,J- 50 N 0 co 0 0cn• 60 00 70 P .. 19.00.00 1 50 00 c ir CT C -I cov — cap 0 8 olci; d 91!'. It) 905_on - N xa . c, I '7,,,,, ,0% r -c) N. c‘v re) adr; ai tf) CO v.) ii C 0 .. .4.. .4. .,,t. e(01 •st- if) ft4F, f ..2 . . to co ' Y ' Co cr) -") r, • N cg cj In to . 1 qo5_ on L. co a) ,„). ., .00 0) 0). ,:t. c) <D. :,.; CITY OF HASTINGS, ENGINEERING DEPT. C) 0 r•-• -:, ---r-:. Pi ..,:atiNi r, rrorcic, 4 OM 0 0, R tr) 6 1 * cy .0) 0,, 0, c•I ci K cn 00 ,-- • .r•-: '-- ' 1 r -I- : : ;37;00,190E 30 1.9M ..... • 74 0,1:KA • • -22.66,19-0, ...... . . . aO) 0)" .,---.. - ct 'ADRI;G:IN:Agi_: ciri'vi. D CUT' — .._ .,..... 1 It 5 0, -0) =-1-0'08,40 - 7; ._ ,.. .,_ 1-,.c.: 1 te,',1 sc'•-..; . 5 ., - - --. :(4 ct.: -,`\13 ,F)'- Ft) a) _ s__ -.. Ki. 2. . co • m- . tx) . 0 .4••L-) a) - ---... r— t.—. . ci• co o?) S) ,.2 'clic.64.4407 in rocrco:rar, 4 tri-cdr-edisii N, N,N-Nr g .„: to co ORIGINAL CESIGN EWA. EL EARTHWORK FILL AREA = 1 +543 —1905 =0..00 — — 80 Sien Ek-i-RTH-WORIKcc:1 ILL AREA AREA —0.-00 —4.3.29 S:F. Project 39th Street - 185' W. of Turner Ave. to Utecht Ave. Proj. No. PD 20063 70.00 60, 00 50.00 40.00 30.00 20 00 1:0.00 VC'="- C 0.00 a 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 CUT 00 10.00 AREA VF =47.71 VC— 14 =57:64 C.Y. 41- C1 0 S. 20,00 30,00 4o. 00 Description Cross Sections Design BY R.G.D. 4/2006 Date Contractor Drovm By B.B. APProvsd BY Drn. No. 5 of 6 70,00 : : . 60,00 . : . 50 00 40 00 30 00 20,00 10.00 C 10.00 20 00 30 00 40 00 50,00 60,00 7a 00 70.00 60 00 50,00 40,00 30 00 20.00 1.0.00 C 10.00 - - - 20 00 . 3a00 40.00 50 00 60,00 70.00 1 q-05 00 1 q 05M 1 q00 01 Scale: I- Vertical NORTH oriz. 1" =•1•0` -1." -.5! 1 q-05 00 1O5 00 5 •00I0 • 1900.05. TO : :1899:.55: FL: 031) : F.L: • 1900.05. TC aitaraldia. : • 8 0 _.....--, 1899.51. • • • : • .••. 00 OR RIPA I GI AL: g P +00 =1.89:9.84 08:.28:08.28 1 Rq5 00 0, ,0 0, 00 0 co0 ,....cc °ICI 0 C i =5+00,20 0, -F.9 4- ,i- -P.g.- 0. a 5c1 tc, g- . , c ri Nt 1R-q5 00 ,--,4-. 1 DEgIGN .• c EUTHWORK FILL AREA CUT AREA VE -0.00 VC =0.00 -0.00 =0.00 c; o 0 0 °j -,:ir oi r-: §cd ci; N N oi in ifi NI- 1 cci ci tislikik ORIGINAL DESIGN FELL EL EARTHWORK -AREA -189.9.82 =7.80 S.F. 1q-05 01 1 no on oc) 1 (405- 00 tntrn-- 1q-05 00 CUT. () i AREA VF 61 VC=7i15 =26.95 95 C.Y. C.Y. S.F. 1 (405 no 6- 6 50 0 0 I 0 • I. 1901:17 : : i6o:o:67:F d 0 s cr) lli. t 0, 00 50 1895. Q-acc 1899.32 -0 00 -0.00 ORIGINAL DESIGN OVA 0:_,,,,_ cf c E-RTHWORK FILL AREA -CUT AREA VF =0.00 VC-0.00 , 6-- cNc 4 + 50 . . • • . . : • . . • • 1 c100_ 00 co,' 5 1 Fi00 50 (.1 1:,--- 1R-q5 01 inN c; 0; ,r) r, 0 :.--.. - d c' 0 c in • c::i 6 ,_ o „i ,,, S 1 ORI.GENAL IPLIA EL =4E+50 =1901,1 DESIGN FELL Cu EARTHWORK 'AREA T AREA VF =50,04 =:2,90 S.F =32.84. C.-Y. S.F. . 1 q.05 on 1 205- no 1 q05 0 0_1e i--..u_ 0.10.4 VC. =651.62 , GA C.Y: -J 0 U- F- .1 gi.1 1 905_ on o_ igooc • ii 111 a A UMW • Rq5 00 q •trl CP q 1 gq5 on 0,-t 0 rd.r`) com ci. i CH DESIGN .--.-----*.-. 1 oi VI .3cn i; re) 11110416 al=e+00 $ GIN-AL Eat_ c Ec FILL AREA =1-89-8.d0 RTHWORK =0:00 + 4,, 1 goo on 4 ignano 00 It), '41 Ei CS: Q) rc, N 1 F'ff6 , co 475 (0 • • •ui a) or; I -c c c c • o o (74 ri c'i 8 ..-- 4,i •Kt- c,i c. 2 crc -,••• ••,..- co •cr -4- '4 ' R95_00 0 0 szo``) 4/1 4 I tnN oo pri- I ORIGINAL DESIG-N WM.& EL_ EARTHWORK =4+00 -1.902.05 CU I ARE VF = VC =0.00 A =.0. 00 0 0.0 It-. • - • • - :DM:1 'a° f'") • ' WACKER - .. .... : : : li ..„.11 . . • " : -;" • • • • 1q10 0(1 CU FILL AREA T. AREA VF =47.71. VC -586.95 =:0.:00 -3-7.00 S:F. C.Y. C.Y. 1in no igo5 on 1900 01 736.97 0.Y. 67.98 C:Y. Embankment- 67 98 x 133 Compaction 736.97 -9Q.41 cavation Needed Factc , cess Excavatior r .=90A1 C Y derived from construction - i 905- 00 •\• . ,„ r., 74 : E-5090 - sig # • , . g - - k 1 ii 1905 00 N.!, N•N. r...r.„ t..! N., 1 q05 00 646.56 C.Y-. E 3 I 5 50 CD•CN --E...-_........,.._-__._._._._1 ir- cr - CYY sc-t,- 0) 50} rcr-3 50 -I Rq5.00 , ' 1-,-., t SIM ‘g-- 6- ci EcARTH:W:ORK FILL AREA 5 +50 =18.98.91 -0;00 oi 01 c-(-).- g0) ei' '2; 50 18-95 00 • 60,00 00 70.00 50 g - N'c. 1.11q0n 00 1.9 0 00 Fr', :1 ;-3- 4 (0 1 N c5 ol° r7) I ON lay cit° T c• c c OVA N o - = 3 + ISO ,6 coc) 8 co ,5 0 a) -co' co° 1,:" , li r, c) 6. tri 0 1 r. a) co tl -4. I OFFiGINAL .._ --i: DcESIGN ORIGINAL DESIGN EL: EARTHWORK FILL AREA -4902.89 -0.-00 CUT AREA VF- -67,98 VC -736.97 -0.00' C.Y. .C.Y, CITY OF HASTINGS, ENGINEERING DEPT. 0 Project 39th Street - 185 W. of Turner Ave. to Utecht Ave. 70.00 60.00 50 00 40 00 30 00 20.00 Uri. 10.00 ANLA• VT -47.71 VC =--5.1 =42.Y4 Si-.Proj. C.Y. 93 C. Y. - 10.00: Q 00 30 00 40 00 50,00 60.00 70.00 70,00 60.00 50,00 40.00 . 30,00 2a00 -10.0o C 10.00 20 00 30. 00 4000 No. PD 2006-3 Description Cross Sections Design By R.G.D. Dote 4/2006 Contractor Brown By B.B. APPmvVy441 Dm. Nc). 6 of 6