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Home My WebLink AboutSTPAA-5519(4)CALL BEFORE YOU DIG DIGGERS HOTLINE OF NEBRASKA 1-800-331-5666 APPROXIMATELY 519 C.UBIC YARDS OF EXCAVATION WILL BE DERIVED FROM THE CONSTRUCTION OF THIS PROJECT. EXCESS EXCAVATION SHALL BE PROPERTY OF THE CITY OF HASTINGS. A HAUL SITE SHALL BE DETERMINED 'BY THE. ENGINEER. NOTE: CONTRACTOR SHALL DROP CURB AT INTERSECTION FOR HANDICAP RAMPS TO BE LOCATED IN HELD BY ENGINEER he removal of the existing pavement, a the instalation ew pay- as -- - ng equal, the bid price of th A, I uant *- included in the o the pavement per square y 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. /_4 3-/ - 2 EL cv 85' 0 1 9 8 810W in 74.54' 3 0 10 0 Lo 5 126' 0 806 Wn 10 co b (c) 1 0 .3 z Lo LO b 10 Construction Site b LO 15 z -o 10 9 1 66' -a) 0 i 85.64'\I4-0' (sc,co -0 co 1 c r CO b< ,C) co' in 3 -0 Lo • • , 0 10 b 10(0 8 13 145.05' 51 4W 0 107 0 622W 25' I I 61 OW ILU' 0 ZLO (NI 10 10 55' 511 W 55' 55' e -s 40,0,10' ,do,,,,A!,.., 410r 57.8' 14' 9W 1 1 -00 21 co 85' 31 58' 2 1 z Lo 10 0 LO CN 0 LC-) LO Lo z Lo< 0 z Lo 10 10 20 5 -- 000 Ln 10 9 8 4'-3' 5' Sidewalk - -----• 27. Max. Side Slope 6' Prepared Subgrade 2' -0' --- Typical Cross Section Scale: None Varies Typical Driveway Detail Scale: None Summary of Quantities STPAA-5519(4) 16th Street Lincoln to St. Joseph Avenues Item No. Description Estimated Quantities Unit 1. Remove Pavement 5,334.85 S.Y. 2. Remove Integral Curb 2,252.41 L.F. 3. Remove Driveways 446.48 S.Y. 4. Remove Concrete 127.46 S.Y. 5. Remove Sidewalk 798.14 S.F. 6. Remove Barrier Curb 118.0 L.F. 7. Remove Wire Fence 60.0 L.F. 8. Remove Wooden Fence 43.0 L.F. 9. Remove 18" CMP 245.0 L.F. 10. Remove 30"x36" Grate Inlet 1 Each 11. Remove 18"x36" Curb Inlet 1 Each 12. Remove Junction Box 1 Each 13. Remove Headwall 1 Each 14. Remove Header 72 L.F. 15. Saw Cut 156 L.F. 16. Build 9" 47B PCC Concrete Paving 5,329.7 S.Y. 17. Build 6" 47B PCC Integral Curb 2,086.4 L.F. 18. Build 6" 47B PCC Concrete Driveways 480.8 S.Y. 19. Build 5", 47B PCC Concrete 157.46 S.Y. 20. Build 5" 47B PCC Sidewalks 2,022.14 S.F. 21. Build 6" 47B PCC Concrete Alleys 66.8 S.Y. 22. Build 8" 47B PCC Barrier Curb 118 L.F. 23. Build 4' Chain Link Wire Fence 60 L.F. 24. Build 6' Wooden Fence 43 L.F. 25. Build 18" RCP, Class III Pipe 62 L.F. 26. Build 21" RCP, Arch Class 111 Pipe 167.0 L.F. 27. Build 24" RCP, Arch Class 111 Pipe 131.0 L.F. 28. Build Type "A", Inlets Grate/Curb Inlet 2 Each 29. Build Type "C", Inlets Grate/Curb/Box Inlet 2 Each 30. Adjust Manhole to Grade 3 Each 31. Adjust Water Valve to Grade 2 Each 32. Adjust Gas Valeve to Grade 3 33. Build 5'x5' Junction Box 1 34. Build 3'x5' Headwall 1 35. Traffic Control Plan 1 36. Erosion Control (Silt Fence) 20 L.F. 37. Type C- Seeding and Mulching 0.25 Acres 38. Excavation 519 CY Each Each Each Lump Sum AsCITY OF HASTIN S , ENGINEERING DEPT. 10 Project 16th Street Lincoln Avenue to St. Joseph Avenue prof. No. STPAA-5519(4) CN 42391 Description DesignBy DWM Dote 1/6/06 Contractor Drawn By DWM Approved Approved By Dm. No. of 16 Water A 0+00 D• cy, 00 Wale( o. 00 - - OD 16th Street • Tx • e3 5 tx • .s N 4CA1. __ 4\ ' \ , ,S; -or."'" Y- 0.3 SCALES: 1" = 20' HOR 1" = 2' VER Prop. • E 1E0 193(23 • 6.206 1.16 1934.43 co.* .3* 4> 66 0+40 0+50 0, c (f) 0 0) a) 716 W. 16th Street 0 , ' 'Ll) C>/'\e \C\i49 2)c j 3\ \ _44,,.. „,▪ " O • - ---- _..----49-----;-.. ' 'cv s..c;"•)_ te. Lr) (:) c6 1+00 00 -•->" I '\"c'' ,<" 2. 1 1+50 5'R Sta. 1+57.69 4>1 0 .• • 4 4>N, X R Sta. 1+57.c‘9 • - - TBM=Control Point # 1 N=0+00.00 E=0+00.00 Elev..1933.71 PK Nail inthe middle of intersection of 16th and Lincoln 2' '1"-125' 0 (f C"' ,.- BUILD Station Descrption Side Quantity 0+40 to 5+00 9" 47B Paving LT 8, RT 2,222.6 sy 0+40 to 5+00 Integral Curb LT a. RT 920,0 LF 0+40 to 0+90 Driveway LT 41.3 sy 1+20 to 1+85 Driveway LT 41,3 sy 2+00 to 2+24 Driveway RT 30,2 sy 2+25 to 2+75 Driveway LT 30.2 sy 4+30 to 4+50 Driveway RT 19.4 sy 0+80 to 1+25 Concrete LT 35.39 sy 1+75 to 2+40 Concrete LT 78.41 sy 2+70 to 3+05 Concrete LT 43.66 sy 3+05 -to 3+25 Sidewalk LT 100.96 sf 3+05 to 3+10 Sidewalk RT 72.66 sf 3+60 to 4+65 Sidewalk LT 412.78 sf 3+75 to 3+80 Sidewalk RT 68.91 sf 4+65 to 4+80 Sidewalk LT 88 sf 4+95 to 5+02 Sidewalk LT 28 sf 4 44' 3‘. 11W Sta ,c) • 9 181.69 C.° 2+00 2+50 710 W. 16th Street 00 . ,C,r,, -7•.--c3-6a 125/i ' '• , 4> 11.261063)9« 4> • Crattaa--_ _,), CPCs- c,• C) \ o 2 0141 4 a) ND? ce. (z>b, Nc7 Nc5 s.c)) An° 3+00 20'R Sta. 3+07.02 o<• 1 rl5re•O egr . • • CA NI 25' X rD` 1523 N. Hastings Ave. TBM=Control Point # 2 N=0+36.66 E=2+06.43 Elev.=1929.57 PK Nail in the Parking Lot in Front of 710 West 16th (,) C.1\1 N A ,\Itti/ ocve. ":5 2. rx 20'R Sta. 3+07.02 ssc5'' 4.> BUILD Station Description Side Quantity 4+80 to 5+02 Driveway LT 24.7 sy 1+63 to 1+77 Alley LT 16.7 sy 1+63 to 1+77 Alley RT 16.7 sy 0+36 to 1+41 Barrier Curb RT 118 LF)K 0+36 to 0+97 Wire Fence RT 60 LF 0+97 to 1+41 Wooden Fence RT 43 LF *Note: See detail on sheet #4. 3+50 1.0 80' 99- O'R Sta. +77.02 o„ 4+00 622 W. 16th St. 4+50 2, 2) <<\1' n (ib c ...2 Z.D . O cs '3,saj_ --I- •---<.:` -.c.,----->• .„Ol•---'-',o'• • ..`S" 1 )c)'.C9 ,/8',..s., .... - ‘ 9 ca• 4>2 125' - • csk 44 (33 • •C\ It- 034.3z, 32) C.+ ,•P? Et se, Paet.-3,* NO/ cp 14' 610 W. 16th St Neal Jones Ins.NcP &.; 2.2 5+,50 6(116th St. HaiePremier 9/ 2) 8'4> 2) c° 80' Prop. o3, • 1442134266.73 / • F.0.75.11.1 sae '1 • 9/1 44>6 22) (2• 's 20'R Sta. 3+77.02 Ng) O9c.2. 45, 16th Street e n .43 <72'0\6 4-* \9' ss. (j... • '"125' • s3 0' 1924 4' 1,92,.E76 274 1522 N. Hastings Ave. e,4) <r) Garage 4>48 (cc?, cD• (,) Garage TBM=Control Point # 3 N=0+37.56 E=5+17.37 Elev....1924.38 Hub with Tac in the alley on North Side. AR CITY OF HASTINGS, \ ENGINEERING DEPT. Project Proj. No. 16th Street Lincoln Avenue to St Joseph Avenue STPAA-5519(4) CN 42391 Description Construction Drawings Design By DWM Dote 1/6/06 Contractor Drawn By DWM Approved By Dm. No. 2 of 16 1938 1936 E S,,„ . ,3320A (tea.. 1,14"..m DAVID L 1938 E-5090 . ... 1934 1932 1930 1928 1926 1924 xisting E evatio s xisting- Eevations 0 L() co tTs (75 .1 Pr.op.ose-d. El e v o. tons Vertical Curve VPI - 3+50 teY. =1926 , 16 L 1936 1934 1932 1930 1928 =0..16 ley. = :1926.32 Proposed. ELevations X .9781 82% slope ---- Eeva-tions 1926 1922 1924 1922 1920 .61 0_ Lai ci Tor ci 2 2 .37 tJ_I a Li 2 37 o_ tJ N 0) GE, -4. 0 ni a) - 0)0) •- c7, csi 80 3) 6003 0) 01 rE• 0)80 (32 33- <c: 10 ca (NI 1920 +00 0+50 0+00 0+40 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 SCALES: 1" = 20' HOR 1" = 2' VER 4+50 5+00 • 5+50 610 W. 16th St Neal Jones In <7 • 608 W. 16th St. Hair Premier 6+00 6+50 qC) err?. N' cX° 5' R Sta. 5+25.96 ‹• 602,c.w. 16th Street •171,:txt: NCC' NO1' On' 7+00 7+50 Sta. +0 • air Pow 14' 20' R S 6+54. q.> ,•20. 9, e 8+00 8+50 BUILD BUILD Description Side Station Description Side Lt & RT Quantity 4+00 to 9+00 8+12 to 8+40 Driveway LT 5+25 to 5+40 23,6 sy RT 5+06 to 5+20 Alley LT LT 16.7 sy 5+87 to 6+00 5+06 to 5+20 Alley RT 5+87 to 6+13 16,7 sy LT 6+10 to 6+25 Sidewalk LT LT 74.03 sf 8+40 to 8+65 5+25 to 5+41 Sidewalk LT 7+25 to 7+80 64.00 sf RT 5+55 to 5+87 Sidewalk LT RT 128.00 sf 9+00 to 9+50 6+25 to 6+63 Sidewalk LT 152.00 sf 7+20 to 7+65 Sidewalk LT 180.00 sf 7+70 to 8+19 Sidewalk LT 196.00 sf 8+40 to 8+44 Sidewalk ,;\ , LT 16.00 sf 8+65 to 9+58 97 Siewo"5 LT 372,00 sf I 1 riNf,k" kii.". If if I 51.$w. leesti Sta. +0 • air Pow 14' 20' R S 6+54. q.> ,•20. 9, e 8+00 8+50 BUILD Station Description Side Quantity 4+00 to 9+00 9° 47B Paving Lt & RT 1,947.5 sy 4+00 to 9+00 Integral Curb Lt & RT 800,00 LF 5+25 to 5+40 Driveway RT 21.3 sy 5+35 to 5+60 Driveway LT 21.3 sy 5+87 to 6+00 Driveway RT 13.3 sy 5+87 to 6+13 Driveway LT 33.0 sy 7+55 to 7+85 Driveway LT 19.0 sy 8+40 to 8+65 Driveway LT 26.7 sy 7+25 to 7+80 Driveway RT 38,8 sy 8+10 to 8+60 Driveway RT 44.7 sy 9+00 to 9+50 Driveway RT 52.0 sy 512 W. 16th St. N 4> P.. NC).1e 9+00 0 0c0 'Ts c).). 9+50 10+00 10+50 ' R Sta. +25.89 00 C.442942 GA3 N-211.334.1 55' • 4\- 5' tre 4-4\- 0 Prop \-• 0 0 1 Ok) C‘.1 1\N fbc,k 57.8' 0, <00- rz, 16th Street „ <C>, b'•1' N9' co• 5' R Sta. 5+01 61/ „9-c-• ,...2.. 1 9534‘.1 A fr '' g, 4 N \ - •`..,,,o; Cg• li II H , C\I cei/1/4 .„,. , c*) 31' 1 v.- civ (co , kc9>. •,... ,§, 4' * N• c. z 55' 5 Garage <e>° 1523 N. Denver Ave. 55' r0.9• n , `1:D* 00 00 57.8' 9. 90 TBM=Control Point # 3 N=0+37.56 E=5+17.37 Elev.=1924.38 Hub with Tac in the alley on North Side. Rays Fireside Longe TBM=Control Point # 4 N=0+47.95 E=7+25.78 Elev.=1923.12 1519 N. St. Joseph Ave. Northside Auto. TBM=Cohcirbl Point # 5 N=0+79.79 E=9+44.20 Elev.=1920.96 PK Nail in Parking Lot on North Side 1932 A\ CITY OF HASTINGS, ENGINEERING DEPT. Project Proj. No. 16th Street "' I STPAA-5519(4) Description Construction Drawings Design By DWM Date 1/6/06 Contractor Drawn By DWM Approved By NM) 930 0 ct C/) 1928 1926 1924 1922 xisting .Elevatons 1920 Proposed - Elevations 0-9781E12% slope -- Vertical Curve VPI =-9+00 EIev 1920.78 = 100' M:O. = 0:15 Vertical -Curve VPI -=.9+50 Elev. = 1.920.92 L 100' M.0: . 0.34 Vertical.Cuve VPI • .104-00 EIev .1922.42 - 100' M.O. =0.25 Elev. .1922.67 Elev, = 1921.26 Elev.. -.1920.93 0.28% slope -Elevtions 1918 Proposed Elevations 1916 1920 . -DAVID L • E-50-90 ..... (*; .... • • . .. r,„ ... ... 1918 1914 d. 2 1916 d. 2 tz, 0. •••.; CO LLI co cd (i) a)" 01 •-• CD CC! CV CD Csi cr) Cs' 01 C•1 0> i) CNI t") a) -4t csa c* co 0 0) CV 0) CAD 0) 1914 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 7+00 7+50 8+00 8+50 9+00 9+50 514 w 16th st 11) CO 0 0) Horizontal Curve VPC = 8+50 VPT = 10+59.02 L = 209.02' R = 1,024.8' 1;1F00 0 1 512 W. 16th St. ,Nc['.• r.(5 ' / e. NC3 0 (§) • of1F't,,CO \56 10+50 10+59.02 11+00 / 1 1 ...,•\ 1 I,,, 0f I H,..:', 0--1 '',-9'' ,•,< • ,,,--, ,... cy • E 20' R 4 '4 • • - -1 C \ C071 6th S Nc3 , -79 •• t 60' N - 15' R Stao 0+21.18 \Cbqfr oft, n(")• A N-.)\cbv*C\,- N°6•,<3.' / Overpass, 00 55, cP 55, N'D \N SCALES: 1" = 20' HOR 1" = 2' VER Ray's Fireside Lo nge Nio5rtih9stlic1e8Atuto. Joseph Ave. 1 57.8' *.•••• CFPC' 9+43Q44) „ c;\ ,\ • cc3" TBM=Control Point # 5 N=0+79.79 E=9+44.20 Elev.=1920.96 (t7'. crl) ‘(•• \c3 97. „ c.> Silt Fence r.).\ \9- .., 1-"P '..)'' c.", , \ -.:1 0 ' e ,i '..) ' \ . C) . ------• .----- ,.../' 77'R --- • -- • s3„ • c). Nc)n' a., 11+50 -2'--0" • 3'-O' #4 Rebar, 1'-0" 0.C., Horz. and Vert. Barrier Wall Detail Scale: None ENGINEERING0 CITY OF HASTINGS, DEPT. Project Proj. No. 16th Street Lincoln Avenue to St. Joseph Avenue STPAA-5519(4) CN 42391 Description Construction Drawings Design By DWM Dote 1/6/06 Contractor Drown By DWM ApprovedBy 'VW 1934 Drn. No. 4 of 16 1932 Q) 1-6 on 0 to Cr) 0) a. 1934 1932 1930 1930 1928 1928 1926 1924 Vertical•Curve VPI • •=-10+00 Elev: -.1922.42 Exis Elevations 1922 1920 L -.100' M.0. = 0.25 Vertical Curve Elev. -.1922.67- Verttcal Curve .032 27°/0 slope Proposed -Elevations xistro Elevations• VPI - Elev.. -.1920.78 = 100' .=�15 Elev. -1920.93 VPI .=-9--5Q Elev, .=.1.92Q.92 L = 100' M.O. - 0.34 Elev. , = 192.1.26 1918 0 1926 1924 Ex sting Elevations -0:28% slope Proposed Elevations 1922 1920 1918 1916 d. 2 a- UJ 2x o_ LiJ 2x 6,Z • 2 *;-< 0.W QLJ • 0.4/4 2x o_ 00 2 cz) Lc) 1"- C‘i C•1 0)0) 10 01 cr) CO 0 Cs! CNI co ce oo • 44- 01 CI> 01 01 01 0) 141 Cs/ •-• ••••• 4) • "1 .0)0) 02 CO 0) 04 co 1916 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 10+59.02 11+00 1+50 12+00 2+50 13+00 BUILD Station Description Side Quantity 9+00 to 10+59.02 9 47B Paving LT. & RT. 1,159.6 sy 9+00 to 10+59,02 Integral Curb LT. & RT. 366,4 LF 10+25 Sidewalk RT, 68.8 SF 10+25 Silt Fence RT. 20 LF 1 57.8' *.•••• CFPC' 9+43Q44) „ c;\ ,\ • cc3" TBM=Control Point # 5 N=0+79.79 E=9+44.20 Elev.=1920.96 (t7'. crl) ‘(•• \c3 97. „ c.> Silt Fence r.).\ \9- .., 1-"P '..)'' c.", , \ -.:1 0 ' e ,i '..) ' \ . C) . ------• .----- ,.../' 77'R --- • -- • s3„ • c). Nc)n' a., 11+50 -2'--0" • 3'-O' #4 Rebar, 1'-0" 0.C., Horz. and Vert. Barrier Wall Detail Scale: None ENGINEERING0 CITY OF HASTINGS, DEPT. Project Proj. No. 16th Street Lincoln Avenue to St. Joseph Avenue STPAA-5519(4) CN 42391 Description Construction Drawings Design By DWM Dote 1/6/06 Contractor Drown By DWM ApprovedBy 'VW 1934 Drn. No. 4 of 16 1932 Q) 1-6 on 0 to Cr) 0) a. 1934 1932 1930 1930 1928 1928 1926 1924 Vertical•Curve VPI • •=-10+00 Elev: -.1922.42 Exis Elevations 1922 1920 L -.100' M.0. = 0.25 Vertical Curve Elev. -.1922.67- Verttcal Curve .032 27°/0 slope Proposed -Elevations xistro Elevations• VPI - Elev.. -.1920.78 = 100' .=�15 Elev. -1920.93 VPI .=-9--5Q Elev, .=.1.92Q.92 L = 100' M.O. - 0.34 Elev. , = 192.1.26 1918 0 1926 1924 Ex sting Elevations -0:28% slope Proposed Elevations 1922 1920 1918 1916 d. 2 a- UJ 2x o_ LiJ 2x 6,Z • 2 *;-< 0.W QLJ • 0.4/4 2x o_ 00 2 cz) Lc) 1"- C‘i C•1 0)0) 10 01 cr) CO 0 Cs! CNI co ce oo • 44- 01 CI> 01 01 01 0) 141 Cs/ •-• ••••• 4) • "1 .0)0) 02 CO 0) 04 co 1916 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 10+59.02 11+00 1+50 12+00 2+50 13+00 610 W. 16th St Neal Jones Ins=,,`P 5+,50 QS18.,*16th St. HaiePremier cp c• ,4pc' <J5 ,' 27," \C v. + . . 4. 4,47...;;;;‘,',44. • r /111:++++1,++:4(.4.,++ +.4,..'2 '..5s2:' •04; 1 r + + , .401,..y,,,,,...+ •>•••••••• 4Y4N11.4 • . ' . 40 ' 44" 4 w III + + + + (+PIN •.n.`ft 4, + + %1St • • +704 • • 4‘.+40. r. - • . , "•_*., 4. • 40:. •N* • • V* • .S. * • *V4*C" * 44.4 • . .„, 40- ;:-...v.t.t.4) .....4:,.4-4,...... - .....e....,....................... ...*_. 4........,++_.....+++ -`...,'-')—VT,. ... +•04........ -.., ..., AAA. _ 4:A.A....* .. .. . 40..AUN„4„. . , ,..„. 7 . ... . kr/7/fer ii? + + +"( +4.1,4„%,* fcgsff ++++++++ ++4, 14 +4+ ,.1.+4.4, .../V4.4.te-e.,+++++ + + + +4SS + + + + 4+44 + 4+03 +\q+++ + + +++ 1/44" + le 'REMOVE REMOVE Station Description Side Quantity 0+40 to 4+50 Paving LT & RT 1,996.79 sy 0+40 -to 4+50 Integral Curb LT & RT 882.83 LF 0+40 to 0+90 Driveway LT 59.48 sy 1+20 to 1+85 Driveway LT 71.07 sy 2+00 to 2+24 Driveway RT 21,54 sy 2+25 to 2+75 Driveway LT 42.65 sy 4+30 to 4+50 Driveway RT 11.94 sy 0+80 to 1+25 Concrete LT 25,39 sy 1+75 to 2+40 Concrete LT 68.41 sy 2+70 to 3+05 Concrete LT 33.66 sy 3+05 to 3+25 Sidewalk LT 100.96 sf 3+05 to 3+10 Sidewalk RT 72.66 sf 3+60 to 4+65 Sidewalk LT 412.78 sf 3+75 to 3+80 Sidewalk RT 68.91 sf + + +"( +4.1,4„%,* fcgsff ++++++++ ++4, 14 +4+ ,.1.+4.4, .../V4.4.te-e.,+++++ + + + +4SS + + + + 4+44 + 4+03 +\q+++ + + +++ 1/44" + le 'REMOVE Station Description Side Quantity 0+36 to 1+41 Barrier' Curb RT 118 LF 0+36 to 0+97 Wire Fence RT 60 LF 0+97 to 1+41 Wooden Fence RT 43 LE 16th Street Lincoln Avenue to St. Joseph Avenue STPAA-5519(4) CN 42391 Design By DWM Vertical Curve VPI • =3+50 Elev. =1926,16 L =1-00' -1+00 0+50 0+00 0+40 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 .aq:\ • CP '>1* ' 85P 61)* 4;' .• *ff. riro""r ;4, .-••••4 7111111111011W : V/ • 4C• 4* • ,**. • • • ' 4 t•Ati***. . to. • --- _.......,-.,,,,...iir.er.11•_...411WOrarAlrAIPArdirArdrAdr.11PIPANIKKOArAirlirr,e4,10PATtlirajfArA",dr , :11140"ZrAnirarArAtargirAirArAWAFAPWW..... er 'dr .604. Ae REMOVE Station REMOVE Side Station Description Side Quantity 4+50 to 9+50 Paving Lt & RT 2,398,63 sy 4+50 -to 9+50 Integral Curb L -t & RT 1,062,83 LF 5+25 to 5+40 Driveway RT 14.45 sy 5+35 to 5+60 Driveway LT 10.73 sy 5+87 to 6+00 Driveway RT 11.75 sy 5+87 to 6+13 Driveway LT 21.72 sy 7+55 to 7+85 Driveway LT 16.32 sy 8+40 to 8+65 Driveway LT 14,41 sy 7+25 to 7+80 Driveway RT 31,42 sy 8+10 to 8+60 Driveway RT 54,15 sy 9+00 to 9+50 Driveway RT 64,85 sy REMOVE Station Description Side Quantity 6+10 to 6+25 Sidewalk LT 74.03 sF CITY OF HASTINGS, ENGINEERING DEPT. 16th Street I incoln Avenue to St. Joseph Avenue STPAA-5519(4) CN Removal Date 1/6/06 .Approved BY Contractor xis:ting .ECevaEtions. Vertical- Curve VPI • -='10-1-00 Elev. Vertical Curve VPI =-9+00 Elev. = 1920.78 =100' M:O. .= 0.15 Elev-. -.1920.93 Vertical -Curve VPI =9+50 Elev. = 1920.92 L =100' - 0.34 Elev, = 1921.26 ---.028?/cr slope Proposed 'Elevations 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 7+00 7+50 8+00 514 W. /6th St. cj( •••,c) LO co c 0 azs CO 8+50 co (\I 0 0 9+00 9+50 0 as cL CD 0 (i) +0 10+50 10+59.02 11+00 0) LO 0 (/) 512 W /6th st. b.; Cxxx, Arx2ax,t,,,de Ne;17 ftztli CO OA< cti z'Ca e c>, (730/ 1 ,.cv * -6- — .,..).•?. cv 1 t.f.)°' ‹,.. (29" n t`' ,\•?,\ • ,,4) , 1 -C I)2 of" ° 07) f§') 0\' AC). r9CO • E , 0'6 , ' 0,9.9 „„....• cp' c) 1 I Street Nc3 cs,o, NcSy a,C3 ,\03Wcy, x • 0\ NC3' CO 9/ • 4147:\C) N. . — c.• e N 1 1:r\ 0-,..- ,,. --) S\ N N• 55' 0 CV O' •Ncz' Nc3(7,10 • sz) Nc2Vq9 bfr <D* C§, . — • Overpass cpc‘G • - (<> '5— \c- • 01,‘ 11+50 55' 00 C13.(‘G. Ray's Fireside Lo nge 1 •""`"a" , 1519N st. North `43sePh Northside Auto. ye. SCALES: 1" = 20' HOR 1" = 2' VER r • ✓ -L-- • — ' F .1.:r • Ntg 1 ...1,,t,.. ___ — -... <G> rsrtCP 10 erD A\ CITY OF HASTINGS, ENGINEERING DEPT. Project Proj. No. 16th Street Lincoln Avenue to St. Joseph Avenue STPAA-5519(4) CN 42391 Description Removal Design BY DWM e 1/6/06 Contractor Drawn By DWM Approved By Dm. No. of 16 1934 1932 1930 0) c 0 0 ET. c 0 C/) ti) 1934 1932 1930 1928 1928 1926 1924 Vertical.Curve VPI ' =10+00 Elev: —.1922.42 Exist Elevo.tions 1922 1920 L -.100' =0.25 Vertical -Curve XIS Vertical Curve Elevations. • VPI 1.032727% slope --- Proposed Elevations EIev L =9+00 —1920.78 = 100' .=�15 Elev.. —1920.93 VPI = 9+50 Elev.. =1922.67 Elev, • L =100' 0.34 Elev, , = 1921,26 1926 1924 1922 1918 0:28% slope Proposed Elevations Ex sting Elevations 1920 1918 916 ci lJJci) 4.; 4-; .5Z 'R • w QW d. LC) `ct C•I �)0) 0) (0 0)1 • csi .te Lc) tc). irj LC) esi Cs.1 0) 0) v•-• 1916 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 10+59.02 11+00 1+50 12+00 2+50 13+00 REM_VE Station Description Side Quantity 9+50 to 10+59,02 Paving LT. & RT. 939.43 sy 9+50 to 10+59.02 Integral. Curb LT. & RT, 306,75 LF 10+25 Sidewalk RT, 68.8 SF 55' 00 C13.(‘G. Ray's Fireside Lo nge 1 •""`"a" , 1519N st. North `43sePh Northside Auto. ye. SCALES: 1" = 20' HOR 1" = 2' VER r • ✓ -L-- • — ' F .1.:r • Ntg 1 ...1,,t,.. ___ — -... <G> rsrtCP 10 erD A\ CITY OF HASTINGS, ENGINEERING DEPT. Project Proj. No. 16th Street Lincoln Avenue to St. Joseph Avenue STPAA-5519(4) CN 42391 Description Removal Design BY DWM e 1/6/06 Contractor Drawn By DWM Approved By Dm. No. of 16 1934 1932 1930 0) c 0 0 ET. c 0 C/) ti) 1934 1932 1930 1928 1928 1926 1924 Vertical.Curve VPI ' =10+00 Elev: —.1922.42 Exist Elevo.tions 1922 1920 L -.100' =0.25 Vertical -Curve XIS Vertical Curve Elevations. • VPI 1.032727% slope --- Proposed Elevations EIev L =9+00 —1920.78 = 100' .=�15 Elev.. —1920.93 VPI = 9+50 Elev.. =1922.67 Elev, • L =100' 0.34 Elev, , = 1921,26 1926 1924 1922 1918 0:28% slope Proposed Elevations Ex sting Elevations 1920 1918 916 ci lJJci) 4.; 4-; .5Z 'R • w QW d. LC) `ct C•I �)0) 0) (0 0)1 • csi .te Lc) tc). irj LC) esi Cs.1 0) 0) v•-• 1916 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 10+59.02 11+00 1+50 12+00 2+50 13+00 0+00 0+40 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 716 W. 16th Street 710 W. 16th Street NC)' a. 4+50 54100 ,618 W. 16th St. 622 W. 16th St. i Qi) 1,25' Cr 00 cj 94.284323.19 • F 192958 O. 00 125' Q ery CGCG CG. 00 Water . Watery=1'1 Water 10'_oa Typ CG. OG 16th Street Prop. N.294261.39 ti G' �4i,� — ,,,%.—-- — ,, ti' ��125' \°, a�J K 1,2c,4?.. 125' Garage NP X.28124 E.2082 1931.23 Frcp X.284 E.208 1934 1520 N. Lincoln Ave. a) 1523 N. Hastings Ave. 1522 N. Hastings Ave. Garage SCALES: 1" = 20' HOR 1"=2'VER CITY OF HASTINGS, ENGINEERING DEPT. C` 0 Project Proj. No. 16th Street Lincoln Avenue to St. Joseph Avenue STPAA-5519(4) CN 42391 Description Construction Joints Design By DWM Date 1/6/06 Contractor Dra By DWM 1938 1936 1934 xisting" Elevations Drn. No. 8 of 16 1932 1930 1938 1936 1934 0 1932 1928 1926 Pr.o.p.os.eol. Elevations xistinca Elevations Vertical Curve VPI • = 3+50 1930 Elev.: =1926,16 L =100' 1928 M.O.- = 0:16 Elev.: =1926 32 1924 xi in Elevations -0.978182% slope - Proposed Elevations 1926 1924 1922 1922 1920 d. 0 0 fl N —•x a_ w O N o_ w 2 "x a. w ci 2 .x 0.. W <iltr 2"X a_ to 4.i 2 "x aw ci O 0_ W 0 O 0. N X W 2 0_ W ri 2 x a. W co n co 0) 0 0) m M 0) ..d.O N in 0) 0) 0) 0) N M LC) N m u) 0) 0) N 0) -1+00 0+50 0+00 0+40 0+50 1+00 1+50 2+00 r N N ^ tp 00 co N 0) N 0)n. 01 rn 2+50 3+00 3+50 4+00 4+50 5+00 CI, co (NI N m t9 to to 01 c0 N 0) CO 0) N • tr) N 0) 0) 1920 4+50 5+00 7+50 8+00 10+00 10+50 Garage SCALES: 1" = 20' HOR 1" = 2' VER CITY OF HASTINGS, ENGINEERING DEPT. 16th Street Lincoln Avenue to St. Joseph Avenue STPAA-5519(4) CN 42391 Design By DWM Drown By DWM Construction Joints Date 1/6/06 Drn. No. 9 of 16 xisting Elevations Vertical. Curve VPI = 10+00 =-1922.42 Proposed Ele.v.ations Vertical. Curve VPI =•9+0o Elev.. –1920.78 = 100' – 0.15 Elev.. –1.920.93 Vertical Curve VPI =9+50 Elev. .=.1.920.92 L =100' M.O. – 0.34 =-1922.67 E = 1921.26 028%, slope xistr-g -Elevations Proposed Elevations 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 13' – '' ‹. -1 1 11 I I , ,,c ,„. 101-0''' Typ. ...—-,,,, ,i ,-- " .,„ fr • -,,- — I I I I Ix ...0 .. ,..„i...._- .‘5,.,,y 13'-0' . I I, El, • c3 • . , 43 ,,, „ N. ,i)- -,- , r- •sc. 'D. ctf,, e,,, ccA _ Garage SCALES: 1" = 20' HOR 1" = 2' VER CITY OF HASTINGS, ENGINEERING DEPT. 16th Street Lincoln Avenue to St. Joseph Avenue STPAA-5519(4) CN 42391 Design By DWM Drown By DWM Construction Joints Date 1/6/06 Drn. No. 9 of 16 xisting Elevations Vertical. Curve VPI = 10+00 =-1922.42 Proposed Ele.v.ations Vertical. Curve VPI =•9+0o Elev.. –1920.78 = 100' – 0.15 Elev.. –1.920.93 Vertical Curve VPI =9+50 Elev. .=.1.920.92 L =100' M.O. – 0.34 =-1922.67 E = 1921.26 028%, slope xistr-g -Elevations Proposed Elevations 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 7+00 7+50 8+00 8+50 9+00 9+50 1 b4-00 514 w 16th st CO c0 (f) to 8.7 N'fr c§:7 (/) 512 W. 16th st „s., \41" r)N • • 4‘,\ • • C.).• "DO (3‘,•,c;fl 10+50 10+59.02 11+00 C\I 0> (j (/) • 02 I,- Cono, 1 ' Nc3 tr, c21. i•• 1, 8' Co\ Ng sC I 55, oo ce 55' ••••,„ "•••. 0 1934 SCALES: 1" = 20' HOR 1" = 2' VER 1 Ray's Fireside Lo1 nge 1619N Q+ No • JOSePh rthside Auto. Ave. • 000. ‹,c3 N61:5' r , ,_ ' • r 1 I I 1 — —__ 11'-4'111 • -sc N -c 1c5'1' 1 44 1 ‘,..• loi—o' Typ. — 1V-4' -\,.12 _ trf in. 1 ' i 11 / —0' 41f\-,,,,'-'---1 N ' ' I I , I i3' -O' I I I cil-- N • •• ' • ,,C:P • •••••••. 0°C‘0* cA'1, no' N" C1, Overpass cp<•c- \‘' • 7' 0" ,,;••••• ,••• 1 1/ -C • CP' n.ON •z•s• . . • c'\• •••c • c.> Nog- L,P „ \,cpc) =,() • C,),) CNN •.‘ • --oo -- —1 ,-•••c5..,, •,c3 \41> 1 1 +50 CITY OF HASTINGS, ENGINEERING DEPT. iect Proj. No. 16th Street Lincoln Avenue to St. Joseph Avenue STPAA-5519(4) CN 42391 Description Construction Joints Design By DWM Date 1/6/06 Contractor Drawn BY DWM Approved By Dm. No. 0 of 16 1932 14 \ tO Q) 0 C/) ry. 8 0) 1930 1934 1932 1930 1928 1928 1926 1924 Vertical. Curve VPI• ="10+00 Elev; =-1922.42 Existing Elevations 1922 1920 L -.100' M.O. = 0.25 Verttcal Curve xisting Elevations VPI • -.9+00 -1.032727% slope Elev.. =.1920.78 L = 100' MIO. 0.15 Elev: -.1.920.93 Vertical Curve VPI -.9+50 Elev, = 1920.92 L = 100' Elev-. =-1922.67 M.0: = 0.34 EIev,. = 192126 1926 1924 1922 Proposed •Elevations Existing Elevations .0:28% slope 1918 Proposed Elevations - 1920 1918 1916 ut 2x a. w 2 5i' a_ LI 2x 0- sir 2x 0. tiJ ••••; 0. or 2 a tu 0.• Ci - 2 •*R• .8 R CL O.. LU ci 2x a.. iji ci 2 *R CI. LA ci 2 X LU OCO X 0- La! 't N o 0) (00 c7J. (`i �)O ••- • N 0) .01 CO N: 0 0,4 cr) ••••• o op Y') csj CO N N 0) 0) 'r) cr, •-• kt- <t• •Lc? gi . e‘i cv .0)0) CO CO 01 CNI CO CNA 0) 1916 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 10+59.02 11+00 1+50 12+00 2+50 13+00 7+00 7+50 8+00 8+50 9+00 9+50 514 W /8th St c)" Ff. 0) 0 11'F00 512 W 18th St. ,1 • 1C3 fr af? NeP- \q' \c)'" awe 'Ty FLk1919.10 CT, COntng • E 'PCV CD • N ‘C‘ " q-0.QSCO (')o ti \''M \g' 110. i` \ .1" rill / lc, nj) c>„, ,•‘: c. (22. '.1 '0 o. Co \c/3 I I 0.= 111. C:1%. 57.8, FL=1917. <C> CA'1,\ 1" 10+50 10+59.02 11+00 CD L() 0 10%7. ,r,1•P` .092 29 11+50 BUILD Station Description Side Quantity 7+33 Type "A" Curb Inlet Lt. 1 Each 7+33 18" RCP Lt,Rt 31 LF 7+33 Type "C" Curb Inlet Rt, 1 Each 7+33 to 9+00 21" ARCH RCP Rt. 167 LF 9+00 Type 'A' Curb Inlet Lt, 1 Each 9+00 18' RCP Lt,Rt 31 LF 9+00 Type "C" Curb Inlet Rt. 1 Each 9+00 to 9+45 24" ARCH RCP Rt. 45 LF 9+45 5'x5' Junction Box Rt, 1 Each 9+45 to 10+15 24' ARCH RCP Rt, 86 LF 10+15 Head Wall Rt. 1 Each ype "C" Inlet L=1918.95 21"Arch RCP 0.935% slope 0' 24" Arch RCP 55' G6‘0- scs Overpass 00 FP • SCALES: 1" = 20' H 1" = 2' VE fl Ray's Fireside Lo nge 00 „<<‘; „?;') 1519 N. St NoJoseph Ave. rthside Auto. •\°-.1:\ ‹,\‘• \-1 cieelr \-"" 1?9 „C> f3r,f2 - '1> A\ CITY OF HASTINGS, ENGINEERING DEPT. Project Proj. No. 16th Street Lincoln Avenue to St. Joseph Avenue STPAA-5519(4) CN 42391 Description Storm Sewer System Design By DWM Date 1/6/06 Contractor Drawn By DVVM Approved BY Drn. No. 11 of 16 1934 1932 to Ei. 1930 1934 1932 1930 1928 1928 1926 1924 Vertical -Curve VPI ' =10+00 EIev 1922.42 Exiting evotions 1922 1920 ---100' MO. = 0.25 Vertical Curve xisting -Eevtons- -VPI = 9+00 1.032727% slope Proposed Elevations Elev-. -1920.78 -=100' M:O. - 015 Elev-. Vertical -Curve VPI -9+50 Elev, .=1.92Q.92 L =100' Elev: 1922.67 1920.93 M.0: - 0.34 Elev. , =192.1,26 1926 1924 1922 1918 -.028% slope Proposed Elevations Exs-ting DEv°. tion 1920 1918 1916 0_ 2 '5Z 4.; 0.- 0 0. 07 2.x. Tc LIJ 0Lii 0 st. ri " 01 CD a) al (o (Ni (NI ca cr/ 07 o C I 0 Cr! ' 0 CNi gm • at CsJ Cla C•4 CD "•-• ..y. 1,0 CI - Lii to • 11) oi•ei 43 01 01 eN co . 01 co CD .... ..- .- .- 1916 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 10+59.02 11+00 1+50 12+00 2+50 13+00 REMOVAL Station Description Side Quantity 8+20 30"x36"Grate Inlet Rt. 1 Each 8+20 to 9+00 18" CMP Rt. 80 LF 9+00 18"x36" Curb Inlet Lt 1 Each 9+00 18' CMP Lt,Rt 44 LF NI 9+00 Junction Box Rt. 1 Each 1 9+00 to 10+15 18" CMP Rt. 121 LF 10+15 Head Wall Rt. 1 Each 1519 N. St NoJoseph Ave. rthside Auto. •\°-.1:\ ‹,\‘• \-1 cieelr \-"" 1?9 „C> f3r,f2 - '1> A\ CITY OF HASTINGS, ENGINEERING DEPT. Project Proj. No. 16th Street Lincoln Avenue to St. Joseph Avenue STPAA-5519(4) CN 42391 Description Storm Sewer System Design By DWM Date 1/6/06 Contractor Drawn By DVVM Approved BY Drn. No. 11 of 16 1934 1932 to Ei. 1930 1934 1932 1930 1928 1928 1926 1924 Vertical -Curve VPI ' =10+00 EIev 1922.42 Exiting evotions 1922 1920 ---100' MO. = 0.25 Vertical Curve xisting -Eevtons- -VPI = 9+00 1.032727% slope Proposed Elevations Elev-. -1920.78 -=100' M:O. - 015 Elev-. Vertical -Curve VPI -9+50 Elev, .=1.92Q.92 L =100' Elev: 1922.67 1920.93 M.0: - 0.34 Elev. , =192.1,26 1926 1924 1922 1918 -.028% slope Proposed Elevations Exs-ting DEv°. tion 1920 1918 1916 0_ 2 '5Z 4.; 0.- 0 0. 07 2.x. Tc LIJ 0Lii 0 st. ri " 01 CD a) al (o (Ni (NI ca cr/ 07 o C I 0 Cr! ' 0 CNi gm • at CsJ Cla C•4 CD "•-• ..y. 1,0 CI - Lii to • 11) oi•ei 43 01 01 eN co . 01 co CD .... ..- .- .- 1916 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 10+59.02 11+00 1+50 12+00 2+50 13+00 /% HOW OWN • • 4 1918.95 4 • • • . a 44 • 4 • 4: 21" arch RCP 4 Type "C" Inlet Station 7+33 167' 0.935% slope Type "C" Inlet Station 9+00 Main Line Detail Scale: None 45' 0.375% slope i 24" arch RCP 44, • e. 1917.17 5'X5' Junction Box 24" arch RCP Station 9+45 86' 0.375% slope 24" arch RCP 1916.85 Headwall Station 10+11 Type "A" Inlet ••••••• z:.• .-. a 1919.10 18" RCP 31' 0.50% slope Type "C" Inlet i iYA i 18" RCP Station 7+33 Detail Scale: None 1918.9 Type "A" Inlet Type "C" Inlet 1 4 • -.. 1917.52 e , 18" RCP d 31' 0.50% slope Station 9+00 Detail Scale: None 1' 18" RCP A CITY OF HASTIN S / ENGINEERING DEPT. 17 0 Project 16th Street Lincoln Avenue to St. Joseph Avenue Proj. No. STPAA-5519(4) CN 42391 Description Storm Sewer Details Design By DWM Dote 1/6/06 Contractor Drown By DWM Approved % Dm. No. 12 of 16 g„ 011 24" arch 3/- /1 Vertical/ TIP VI -W -Horizontal Reinforcing No, 4 Re oar @ 12" C C. 24" arch Type "C" - _,e -tail o 2ombna Lion / CL,Ho, Iwo Abby, L L 1 SIDE VI EAD WALL Scale: None 2 I ancle/Y1 /P" Long Ho =ne L Frage, .gra Le, ng. (Iee±en or F. quaD FRONT VIEW SIDE VIEW Scale: None Sealjoint 1920.35 1916.85 3' 6" Cast Iron Ring & Cover. Deeter #1030 (or equal) 8' IILId Vertical/Horizontal Reinforcing H\ k Varies 8' --2' 0' o, 4 Re 5' 0' —2' 0' oar @ 12" C C, Vertical/Horizontal Reinforcing No, 4 Reoar @ 12" D,C, 8' MLid TYPE "A" DETAIL OF TANDEM 72" LONG COMBINATION 2047 Curb Inlet Frame, Grate & Curb. Two Abutting (DEETER OR EQUAL) Front View . L��L��LO�L��o��LQ 4. e ad •• • d 4 6'-0" 7'-4" Scale: None Vertical and Horizontal Reinforcing No. 4 Rebar ® 12" 0.C. Side View IIP Vertical and Horizontal Reinforcing No. 4 Rebar 0 12" O.C. Cast Iron Ring & Cover. Deeter #1030 (or equal) a -A: ;7. r ; i Varies 2' 6' S' 0' 5'X5' Junction Box Scale: None • el L 8" 2'-0" D 8" 3,-4" A\ CITY OF HASTIN S ENGINEERING DEPT. 0 Pro's 16th Street Lincoln Avenue to St. Joseph Avenue Proj. No. STPAA-5519(4) CN 42391 Description Storm Sewer Details Design By DWM Date 1/6/06 Contractor r By Dm. No. 13 of 16 -o' —,:a' 3' 0' c' n' 1920.35 1916.85 3' 6" Cast Iron Ring & Cover. Deeter #1030 (or equal) 8' IILId Vertical/Horizontal Reinforcing H\ k Varies 8' --2' 0' o, 4 Re 5' 0' —2' 0' oar @ 12" C C, Vertical/Horizontal Reinforcing No, 4 Reoar @ 12" D,C, 8' MLid TYPE "A" DETAIL OF TANDEM 72" LONG COMBINATION 2047 Curb Inlet Frame, Grate & Curb. Two Abutting (DEETER OR EQUAL) Front View . L��L��LO�L��o��LQ 4. e ad •• • d 4 6'-0" 7'-4" Scale: None Vertical and Horizontal Reinforcing No. 4 Rebar ® 12" 0.C. Side View IIP Vertical and Horizontal Reinforcing No. 4 Rebar 0 12" O.C. Cast Iron Ring & Cover. Deeter #1030 (or equal) a -A: ;7. r ; i Varies 2' 6' S' 0' 5'X5' Junction Box Scale: None • el L 8" 2'-0" D 8" 3,-4" A\ CITY OF HASTIN S ENGINEERING DEPT. 0 Pro's 16th Street Lincoln Avenue to St. Joseph Avenue Proj. No. STPAA-5519(4) CN 42391 Description Storm Sewer Details Design By DWM Date 1/6/06 Contractor Drown ByApproved DWM By Dm. No. 13 of 16 70,00 • .: 60O0 50 00 40,00 30;00 20 00 10. 00 10. 00 20;00 300O 40,00 50 00 60 00 70;00 70;00 60 00 50;0o 40,00 30 00 20,00 10 00 1000 20 00 30,00 40,00 50;00 60,00 70;Q0 1.9:3.5:0.0 ............ , • , . 0) LI. I- 00 CO C‘i t•-• ci co co 935 DO 1930•00 LL N. WIPAL -1:+SO ORIGINAL :E_ =1 . 931. 9.3,0.0.0, .1.9:2.5:0.0. _1 LL CO N; 0) 930.00 SIPA 3+5:p= OR GINAL EL_ = . 1 . 926 86 925.00 ..... • .... 1 1 1 ...... ...... 19-25,00 D ESIGN EARTH -WORK DESIGN EARTH -WORK 925.0-0 19:20..00 920.00 " ............ UT AREA.=.22.4 VF =2(191 GUI AREA =36.2 VF =33.68 VC =34:78 O =123.95 19:4.0:0.0 940.00 19:35.00 1935.00 9-35.00 40 0) Cf) 0) 0) 9:3.5.00 1 00 19:3,0.0.0 193,0..0,0 SIVA - 1 +00 930.00 19:2.5.,00 1930.00 OPPA -7,3+00 1925.00 ORIGIN A . L EL -19:32 21 ORIGINAL 'EL =t927.57 DESIGN E RTHWOR DESIGN EARTH -WORK C T. ARE =14.30 UT ARE -12.60 VF =1330 VF =11.72 VC =13.87 C -90.27 1940-00 19:3.5:0.0 19:35 00 9:3.5:., 00 0 50. 19:3.0.0.0 SVA :=:O+50 OR GIN -AL: EL- -1933.08 DESIGN EARTHWORK 930.00 1925.00 ..1.9:3.0.,00., WVA :=:2+50 'RfGINAL» EL -1928.68 1925 DO DESIGN EARTH:WORK CUT- AR -EA- -3.01 CUT: AR:EA: -20.8 VF =0.57 VC -0:.57 VF == 19:34 VC 78.55 19-40:00 940.00 19-35-00 9.35..00. 19:35.0.0 TA =0+40 9-35-.00 O!PA 2+00 1930 00 1930-0.0 ORIGINAL E_ =193.1 9:3.0:.. 00 19:2,5.0.0 ORIGINAL EU -1929 95 D ESIGN EARTHWORK FILL AREA =0.00 D ESIGN EARTHWOR CU.T AREA =0.:00 VE =0.00 CUT AREA- -26.2 VE -24.43 VC 0:.00= VC =59.21 7000:::60 00:::5000 40,00 3000 20 00 1-0 00 10 00 20 00 30,00 40 00 50.00 0,00 70 00 70 00 6000:::50 00 40,00 30 00 2000, 10. 00 10 00 20 1925. CITY OF HASTINGS, ENGINEERING DEPT. Project Proj. No. Description 16th Street Lincoln Avenue to St. Joseph Avenue STPAA-5519(4) CN 42391 Cross Sections Design By DWM 00 - 30,00 40,00 : 50,00. ey Dwm Date 1/6/06 APProvedAttwei Contractor Dm. No. 14 of 16 70 00 ::: 60:00::: 50:00 40:00... 30:00 20: 00 10 00 10 00 20:00...30;00 40100:::50:00:::60:00 70:00 70:00:::60:00:::50:00 40:00...30:00 20:00 10.00 4 10 00 20:00...30; 00 40:00::: 50:00::: 60:00 70:00 ................. 1.93.0:0.0 9:3.0..00 9:2,5:0.0 JO L1. ,_ T r CO co C'a N N SOS CD T T 1.9:2.0:.0.0 OR GIN -AL- E =i924.5 DESIGN: EARTH:WOR 9:2.5.. 9:2.0:..00 00 19:3.0:.0.0 193.0...00. 192.5:.0.0 0) 0) CUT AREA =36.3 VF =33 81 8 VC=264.08 192.0:.0.0 00 STA G -8+00 1,925:.,00.., ORIGINAL :EL =i 922.0 192,0..00.. DESIG:N : EARTHWORK 193.0:.0.0 5 192.5:.0.0 -J LL O CO N r 50 A =5+50 9:3.0..00 9:2.5..00 CUT- AREA- :=25.5 VF -23.75 VC --4-25.95 1.9:2.0:.0.0 0 IGINAL: 1.92489 ESIGN EARTHWORK 9:2.0:..00 19:3.0:.0.0 93.0:..00 CUT- AREA =32.0 VF =29.76 -23-0.27 1.9:2.5:.0.0 19:3.0:.0,0 93.0:..00 19:2,0:.0.0. J � uF- LO c') T N 0)0) T T / 192.5..00, WPA -7+50 192.0..00, :2.5:0.0 CJ JU NN 01 O) T T ORIGINAL -EL- =1922.78 92,5:..00 DESIGN : EARTHWORK CUT AREA =5166 VF =48.04 VC=402.20 192,0:.0.0 ORIGINAL :E_ :=.1:925.12 DE'SI'GN :EARTH:WOR}< 9:20:.. 00 CUT AREA : =18.59 VF =1.7.29 VC' -'2Q0:'51 193.0:.0.0 193.0:..00 19:3.0:.0.0 ................... . HLL N CO tL) `cY N 0) 0) T r 93.0:..00 7 00 1.92.5:.0.0 J LL r) N N o) -J LL CO CD T BMA : =:4+50 92.5:..00 192.0:0.0 evrA: =: + 00 192,5:..00, ORI'GGIN:A LG': E L. -1923 45 DESIG:N : EARTHWORK 192.0...00 19:2,0:.0.0 GINAL -EL- =1925.53 DESIGN.:. EARTHWORK 19:2.0:..00 CUT AREA =56.9 UT' AREA . 221.28 VF =19:79 VC .183..22 =D2:94 VC : -354.16 193,0:.0.0 * NN LOU)' N N CD O) r r 93.0:..00 193.0:.0.0 93.0:..00 ..................................... N N C)) CD r 3 - OVA OVA =4+ ORIGINAL GE- .=1926 18 9:2.5..00 92,5:0.0 O �--U CO - CO CO Ch 92.5:..00.. 192.0:0.0 DESIGN : EARTH:WORK 9:2,0:..00 192.0:.0.0 OVAL -0+50 RI G.I.NAL EL.. -1.924 04 UT :AREA: T42.4 DESIG:N : EARTH:WOR}< F =39.48 VC.. =163..43 CUT AREA ::=:39.9 VF =37:14 VC.. =301...22 70 0 000..:5000 4 00...30 00 20 00...10.00 4% 10 00 20.00...30 00 4000 5000: 60 00 70,00 70.00 ::: 60 00 ::: 50,00 40 00...30.00 20 00 10.00 2a00 . . 30 00 400 192 CITY OF HASTINGS, ENGINEERING DEPT. 0 Project 16th Street Lincoln Avenue to St. Joseph Avenue Proj. No. STPAA-5519(4) CN 42391 Description ems" Cross Sections Deign BY DWM Date 1/6/06 Contractor Q r JOwn arPAA- 07N0.00 15 of 16 70,00 60 00 50.00 40;00 - .. 30:00 20 00� 1:0. 00 10 O 0:00. 30;00 40:00 ::50:00:::60:00 70:00 70,0 ::: 60:00 ::: 50:00 40,00 ... 30,00 20:00 10.00 1000 20:00...30; 00 40:00 ::: 50:00 ::: 60:00 70:00 192.5:,0.0 O N 0) T SVA -10+50 1915,:00 OR IGINAL E- =1.925.1 .915..00 D ESIGN EARTHWORK CUT AREA =32.2 VF =30.03 C=518:96 192.5:.0.0 LL N N N O r LL N CD 92.5..00 10 1920:00,.. OVA= 0+00 ORIGINAL: EL- .=.1.922.63 10 + 00 191:5:00 D ESIGN :.EARTHWORK 915:.,00 CUT ::AREA ::=36..4 VF -33.85 VC. .=.488.93 192.5:.0.0 LL CO (0 • CO r 0 0.1 Lu Q)C) T T CV COCO • CO Cl N N 0) G) T T 92.5:.,00 9 !A::=9+50:PI ORIGINAL :E_::-1:921. 09 92.0:..00 9 50 1915,: OD D ESIGN EARTHWOR{< 915 DO CUT AREA =10.16 VF =9.45 C- =455.08 192.5:.0.0 9 co co coma 06 N N- CD 0) T T + 92.0:.0.0 (V �� C0 CO V)CO 00 N N CD 0) T T ': =9+00:PI 92.5..00 92.0..00 ORIGINAL E_=t920.89 9 + 00 ...........1,915.:00 D ESIGN EARTHWORK 9,1.5..00 UT -AREA =10-.79 VF =10.03 L45.63 19:3,0:.0.0 9:3.0. D0 1925:.0.0 8 + IL 1 CO 0 N O LL CO 0 N O) r 9:2.5..00 50 92.0:.0.0 5VA: =8+ 9:20:.,00. 8 + 50 92.5:.0.0 19:2.0:,0.0 1+ 92.5:.. DO 920.00 + ORIGINAL :E =1:921..33 1915..00 D ESIGN : EARTH:WORK ORIG:IN:AL::EL. =1928..42 9,1.5:..00 D CUT AREA ==10:.38 E.Si,G:N.:. EARTHWORK FILL AREA :=0.00 VE =9.65 VC -L-3-5.60 CU.T. AREA =0.00 VF -0.00 VC=0..00 70,0Q ::: 60 00 0.00 40 00 3000 20 00 10 00 10 00 0 00 3000 40 00 0.00:::60,00 70 00 70 00 60,00 ::: 50 00 4000...30 00 2000 . 1.0 00 10 00 20 CITY OF HASTINGS, ENGINEERING DEPT. 0 Project Proj. No. Description 16th Street Lincoln Avenue to St. Joseph Avenue STPAA-5519(4) CN 42391 Cross Sections Design BY DWM Dote 1/6/06 Contractor 00.--30,0Q 4000.--50.00.nBY pea 0OPP +O�,.No- 16 of 16