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' 1 "L"Street Baltimore West 435' Paving District 2005-11 L S ■ 11 1IjI__C ors 4 Highway 6/"J" Street L Street ® Scale: None North Begin Project Sta. 0+12 End Project Sta. 7+00 Wic LEGEND x 'o os s O up • • 0 to, o FH H WV n GV `1.a?—o4 Utilities Director of Engineering 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 0 EJB 1912 Light Telephone Box Electrical Junction Box Contour Line _._._._._._._._._._._._ Flowline — - - — - - — - - — - - — Property Line CALL BEFORE YOU DIG DIGGERS HOTLINE OF NEBRASKA 1-800-331-5666 Hastings City Surveyor Fence Line f'- 41,9- Hastings 9 Date INDEX OF SHEETS SHEET NO. 1 SHEET NO.2 SHEET NO.3 SHEET NO. 4-6 SHEET NO. 7-9 COVER SHEET PLAN & PROFILE SHEET JOINT DETAIL CROSS SECTION SHEETS UTILITY PLANS SUMMARY OF QUANTITIES Remove Asphalt Pavement General Clearing and Grubbing Build 9" P.C.C. Pavement (47B) Build 9" P.C.C.Driveway (47B) Build Concrete Header w/ Balast Build Concrete Junction Box Build Concrete Inlet Build 21" R.C.P. Class III Arch Build 21" R.C.P. F.E.S. Class III Arch Adjust Manhole to Grade Adjust Water Valve to Grade Adjust Gas Valve to Grade Saw Cut Traffic Control 8" PVC Sanitary Sewer Main 4" PVC Sanitary Sewer Service 5 - 48" Dia. Manhole, Complete Addl. 48" Dia. Manhole Barrel 8X4 PVC Tee 4" PVC 45 Degree Street Ell 8" PVC Plug PVC Plug NOTES: 106 SY LS 2110 SQ YD 212SQYD 36 LIN FT 2 EA 2 EA 578 LIN FT 3 EA 2 EA 2 EA 2 EA 16 LIN FT LS 491 LIN FT 54 LIN FT l EA 3.74 VERT FT 2 EA 2EA 1 EA l EA 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 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. 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. ecOf ESSio o( DAVID L G7VS YIOACKER a=g, 5090 Hastings City Engineer v/ y/ZoeG Date ACITY OF HASTINGS, ENGINEERING DEPT. 00 Project "L" Street Baltimore West 435 feet Prol. No. DDon Design By Drawn By R.L.M. R.L.M. PD 2005-11 COVER SHEET Dote 3/2006 Approved BY Contractor Dm. No. I of 6 18 16 14 12 . + + + + + + + 1 Taper Radiut Curb to 0 Height ifil the Last 6 feet . 50' Radius Point N=9b1.00 E = 1; i00.00 Properly Line Bill Board Sign P • CP#3 Property Pin ON = 940.00 E = 1000.00 Woodwards Addition Lot 1 Test Well Building. ® AC Units Prop; rty Line Woodwards Addition Lot 2 DETAIL OF 4' x 4' Junction Box With Ring and Cover 24" TIA''//000//O - Millal6111 IWMNa54rar;eueonti a700211a0WWITSIalr 12.28' ---> Elev. - 2008.20 <---300.00'---> 134.08' ---> ■ TYPE "A" DETAIL OF TANDEM 72" LONG COMBINATION 2047 Curb Inlet Frame. Grate & Curb. Two Abutting (DEETER OR EQUAL) Front View .i2LL' Lio:1•141011111& E 8" 8" ' 0" 8"■ Scale: None Vertical and Horizontal Reinforcing No. 4 Rebar 0 12" O.C. Side View 7' 4" x8 Flat steel plate 1" 12 16 Inlet Connecto Scale: None 1 Required tc-11.13 11=10.63 '`•-______ Build 4' x 4' . Jct Box vi/Covere- Sta 0+58- c1=10.99 10' LT CP#2 Property Pin N = 969.00 . . E = 1000.00 Il=10 6lev. - 2008.02 + + + SCALES: 1" = 20' HOR 1" = 2' VER 0+50 Taper Radios Curb to 0 Heightjin the Last 6 feet j 13 CP#1 Property Pin N = 1000.00 E = 1000.00 Elev. - 2008.43 Prop-rty Line 50' N=1 E=1 ilius Point 37.00 00.00 tc=10.62 fl=10.12 c=9.76 fl -9.60 fl=9.26 tc=9.59 fl=9.09 c=9.42 fl -8.92 t =9.25 -' fl=8.75 tc=9.09 fl=8.59 tc=8.92 tc-8.75 Grade to Drain Flowlines c1=10.48 f1•10 12 c=10.62 1+00 cl=9.96 f1=9.60 BUILD 9' P.C.C. PAVEMENT 0+12 - 0+65 RT 185 SQ YDS 0+12 - 0+65 LT 185 SQ YDS 0+65 - 5+00 RT 870 SQ YDS 0+65 - 5+00 LT 870 SQ YDS TOTAL = 2110 SQ YDS c1=9.62 9.26 tc=9.76 c1=9.45 11=9 09 c=9.6 2+00 <---434.08'---> 2+50 Becker Sub Lot 2 ADJUST MANHOLE .+++.+++++ ASPH REMOVAL 0+12 CL TO 60'RT 53 SQ YDS 0+12 CL TO 60'RT 53 SQ YDS TOTAL = 106 SQ YDS ADJUST MANHOLE TO BE ANNOUNCED 1 EA TO BE ANNOUNCED 1 EA TOTAL = 2 EA c1=9.28 fl=8 92 c=9.42 3+00 ADJUST GAS VALVE TO BE ANNOUNCED 1 EA TO BE ANNOUNCED 1 EA TOTAL = 2 EA BUILD CONC. JNCT BOX 0+50 LT 1 EA 4+25 LT 1 EA TOTAL = 2 EA BUILD CONC. INLET TYPE 'A' 4+25 LT 1 EA 4+25 RT 1 EA TOTAL = 2 EA c1-9.11 fl=8.75 tc=9.25 3+50 Build Cone Inlets Type A Sta 4+25 Rt & Lt c1=8.95 c1=8.78 fl=R SQ tc=9.09 4+00 BUILD 9' P.C.C. DRIVEWAY to PL 1+50 RT 58 SQ YDS 1+50 LT 48 SQ YDS 3+60 LT 48 SQ YDS 4+65 RT 58 SQ YDS TOTAL = 212 SQ YDS BUILD 24' CONC ARCH F.E.S. 0+50 LT & RT 2 EA 5+20 LT 1 EA TOTAL = 3 EA ADJUST WATER VALVE TO BE ANNOUNCED 1 EA TO BE ANNOUNCED 1 EA TOTAL = 2 EA fl=8.42 Build 4 x 4 Jct Box w/ Cover Sta 4+50 10' LT c1-8.61 fl=8.2 Electric Utilities to be move by others BUILD 24' CONC ARCH STROM SEWER PIPE 0+50 RT to LT 72 LIN FT 0+50 - 4+25 LT 375 LIN FT 4+25 - 5+20 LT 95 LIN FT 4+25 RT to LT 36 LIN FT 'TOTAL = 578 LIN FT c=8.75 5+00 CP # 4 Property Pin 36 En ft Special Conc Header Removal of Fence and Gubbing Trees will be paid as General Clear and Grub. Enough will be removed to facilitate the Paving and Drainage. 12" 3" 9 -BCC Pavement z4rz.o 15"Rail Road Balast, Available End Project 5+00 at Landfill. Contractor to haul. 9` N = 1000.00 E = 565.95 Elev. - 2009.76 Propertj Line 2%--> 4%-> <- 6:1 Typical Cross-section <- 2% 2% -> • <- 4% <- 2% 6:1+=> CITY OF HASTINGS, ENGINEERING DEPT. prosd "L" STREET BALTIMORE AVE. WEST Pro;. No PD 2005-11 Description PLAN & PROFILE SHEET De.i BY RLM Date 4-2006 Contractor Drown Ely RLM Dm. No. 2 of 6 VPI - STA := :1+75.DD VPI'EL'_'9.7D 10 1.04% g 1 = -1.0.4% g2 -0.34% CURV. :LEN = 0.0 :34% WI :FA - s.-FQO.QQ WI :EL '$•6I. g1 = -0.34% 92.=.70.30% CURJE. LEN. =70,00 :: 0 II II J a -0 30% ao, e 'R aw 2 01 aw w O. o' .R aw 0+00 O) 0 w c0 N co 6 0.w 0+50 1+00 w N'Ci co ri 1+50 0 s- • 0. W 2+00 .o.O co ai 2+50 3+00 3+50 4+00 4+50 5+00 ‘e.' 5+50 * 0 ter` 6+00 18 16 14 12 10 8 "L" Street Baltimore Avenue West NORTH Chk Scale: 1"=20' 20' 0' 20' 40' 60' r I I 1 1 I I I $10, I I I I I I $I0, I I I I I I $l0, I - so' so' �2.-12.0'—i I I I I l I I I I I I I I I I I I I I i i I I 80' I I I I i I I I I I I I I I I I _.i_ --.—.L._. 10((0' I i i I.120'—I i 1010' i I I i-12 0'—i i 10 0' i I I i -12.0'—i i 1010' i I I i`--12.0'-1' I 1010' i I I i' -12.0'x' i 10 0' i i i i'—i2.0'—{' i 1010' i i i I J._. ( 1 ( I I—Varies— i i 1, i i i i 1, i i i i i 1, i i i i 1•i-12.0"—:-'--- .r._. 12.0'— loIo �-12.a—� loo X12.0— 100 1-12.0'—� 10 0'I I I I I 12.oJ 1010 I I I I 10`1f0 I I I I I 12,0—i I i —I I—.1._I_._._I_._ I I ._I_. _I_.I.—I.__I.._I I I I(--i----I_.—._I I I I .1. !._.I._._I_ I I I .�.—I---_I._ I I I 1.1._I._. I_._.—I I I I I I I0, I I I I I I —i — _i_ _ _i— I I I I i— I i i •�,_i_ _ i_ _i— I i i I _i_ _ _i_ _ i I I I - I • j I I 81 • 1 1 1 81 1 ( i-•-.1---.-•— i—i2.o'—H I I I 16 5' 16 5' 16 5' 16 5' 17 0' 12 5' 13 0' 13 0' 17 0' 16 5' CITY OF HASTINGS, % \ ENGINEERING DEPT. 0 Project Proj. No. "L" STREET BALTIMORE AVE. WEST 435' Description PD 2005-11 JOINT DETAIL Design By RLM Date 4/2006 Contractor Drown By RLM Approved By DmNo.3 of 6 70 00: 60 00: 50 00 40 00 30 00: 20 00 10.00 U 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 1500 1500 Bldg. 50. CL EL =9.45 <--2% Sto 2% Sto OW is 00 15 00 5 00 FlowLine Elev:634 Grading by: att ers 0 00 POW 0 Gradin n on CL: EL: =10.48 g by others ORIGINAL EL =8.51 DESIGN: E RTHWOR< FILL AREA =4.:75 CUT AREA: -8:40 00 ROW 500 VF • -17 04 ne ...1+00 towLi teV.6.87 ROW VC 10;1 - 5.00 ORIGINAL EL =8.2 DESIGN: EARTH:WORK FILL :AREA: =107;45 CUT AREA -000 15 00 1500 VF :222.31 VC -0.00 Bid g. CL EL =9.62 1500 15 00 00 FlowLine Et0/.6.52: =2+00 Grading • by • oth ers 10 00 ROW 00 L EL 1 0 99 ORIGINAL• EL: -8.39 DESIGN: E RTHWOR n on 5 00 10 -no FILL: :AREA -=13.6.5 CUT AREA: -2:55 VF =28:56 - 0 ORIGINAL. LI_ =7.79 DESIGN: EARTH:WORK FILL :AREA: =132;65 CUT AREA -0:00 1500 1500 VF- -335 VC -0.00 Bldg. CL EL =9 0 Grading: b:y at- ers 1500 150 500 FICITLetiWit = Etev.6.61 10 00 .75 ROW 5.00 CRIGINAL: EL: =8.34 DESIGN: E RTHWOR< 00 SIPA =0+:12 10 00. 1 RIGINAL EL . =11..T.29 12 ILL AREA: =48.05 CUT AREA -0.:00 VF -=-52.59 500 DESIGN: EARTHWORK PILL AREA• =0:00 CUT AREA =0:00 0 VF =0-.00 VC = 00 firceclion 15 00 15 00 1500 1 10.00 C...•••••-••••••••••• 10 00 SIPA =0+00 ORIGINAL- EL =-11-. 10 00 DESIGN EARTHWORK 00 FILL AREA: =:0.:00 CUT AREA -0:00 00 500 CL EL -9;96 Grading by- •tt Slope 4,7 Wv FlowLine Elev.6170. ORIGINAL EL -8:23 F"OW 50.0:0 60 DESIGN: EARTHWORK VF -0,00 5 00 ILL •AREA =.65:.55 CUT AREA -0.00 VC -0 00 VF =-• 60.19 VC -0.00 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 10 00 U 10.00 20 00 000 40 00 5 00 AS\ CITY OF HASTINGS, ENGINEERING DEPT. Project 12 Street Baltimore Ave. West 435' Proj. No. PD 2005-11 Deectiption Crossection Sheet Design By RLM Date 3-2006 Contractor Drown %' Approved DIM No. 4 of 6 70 00:::60. 00:::50. 00 40 00 ... 30.00 20 00 1000 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 10.00 10 00::::20 00 . . 30 00 40 00::50 00:::60 00 ' 70 00 15 00 15.00 1500 15 00 6 10 00 El e:v 7.. 68 Sudt rade 1000 10 00 00 CL EL =8:78 Gradir 9 by: ati- ers 4 500 :00: 00 Fl owLine GINAL. L.7-8.44 DESIGN: EARTHWORK FILL AREA• =0..00 CUTAREA -27.0 Elev.5.64 Sia: =4+50 ORIGINAL EL =9.23 DESIGN EARTHWORK VF - 0 00 00 5 00 VC 32.04 FILL ' AREA• =4.00 CUT: .AREA :45.05 VF -7.13 15 00 1000 5 00 VC• -80:56 1500 1500 a.EL=8:95 Grod i:r 9 .by: oth 15 00 ers a IA 4 :50 10. 00 <--2'!.-<.l e 0: 9W FlowLine' Elev,S.J . • SPA =4+00 OW 00 5 00 Eley 7.83 Subgrad 1000 5 FlowLine 50 00 tlev.5.3d • ORIGINAL: EL =8.47 DESIGN EARTHWOR FILL AREA' =0.:00 CUT. AREA. ,=40.0 ORIGINAL: EL =901 ESIGN: EARTHWORK FILL AREA =3.70 VF = 0:0:0' VC =35:89 CUT AREA 4t95 VE =6:25 ye =71:02 15 00 1500 15'00 15 00 1000 Eley 7.90 Sub.grade 10 00 00 Elev 9.11 oW Scope 2% S1o.e-- lowLine f` a: -3+50 ROW Elev5.99CRIGIN}AL' ELL =8:97 :3 10 00 �50::; 5.00 00 Elev.5.37 1000 5. RIGINAL- EL• =9.04 DESIGN: EARTHWORK FILL AREA -0.00 AUT -AREA' '--40 7. 5 00 ES]GN t EARTHWORK FILL AREA: X3.:05 CUTAREA •=34.73 VF -653 VF =0:43 VC- 53:30 VC -48:94 15.00 \l�1 $1111, ,o��pF ESS/ s...':; 70 00:::60 00 50 00 40 00.30 00:::20 00 • 10 00 U 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 C 10. 00:::20 00 30 00 40 00 50 00:::60 00 70 00 15,00 iFy. ... 7 50 1Q00 5 Q0 sififl+SO MAL EL '703 DESIGN EARTHWORK FILL, . AREA- -0:00 CUT AREA -0 Oa .1Q00 S. 00 7 VF 0.00 VC -0W0 1Q00 1 00 5 00 o . o . n Match' FlowLine • E(e.V..5.00 ORIGINAL EL =7:23 DESIGN EARTHWORK 00 FILL . AREA- =0:00 CUT* AREA: =0.00 VF -0:00 VC =12.04 Station Station Cu Yd Fill Cu Yd Exc. Net Fill Balance I 0+00 0+12 0 0 0 0+12 0+50 93.35 0 93.35 93.35 0+50 1+00 1+00 222.31 0 222.31 1+50 160.19 0 160.19 315.66 475.85 1+50 1+75 2+00 52.59 0 52.59 28.56 1.18 27.38 528.44 555.82 1+75 2+00 2+50 17.04 10.14 6.9 562.72 2+50 3+00 3+00 8.1 24.54 -16.44 3+50 6.53 48.94 -42.41 546.28 503.87 3+50 4+00 6.25 71.02 -64.77 439.1 4+00 4+50 7.13 80.56 -73.43 365.67 4+50 5+00 4.54 106.48 -101.94 5+26 0.43 53.3 -52.87 263.73 210.86 5+00 5+26 5+50 35.89 -35.89 174.97 5+50 6+00 0 62.04 -62.04 112.93 6+00 6+50 0 37.04 -37.04 75.89 6+50 7+00 0 12.04 -12.04 63.85 7+00 7+50 0 0 0 63.85 Net Fill of 63.85 (100) CuYd will be need for grading 15-00 • 15-00 501 1000 5 00 F -1Q00 00 :50: DAVID L. &sox sr; ..t..4;” 1-417404.1 .... ,Ltv E lev;5.11 DESIGN -EARTHWORK FILL AREA' =0:00 CUT AREA =1,3:0 50 .00 ....6C.00::::70 VF 0:0:0 ......... VC -37.04 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 .00 /1\CITY OF HASTINGS, ENGINEERING DEPT. Project 'L' Street Baltimore Ave. West 435' Proj. No. PD 2005-11 Description Crossection Sheet Design By RLM Dote 3-2006 Contractor Drown By "P'E'Yirree./ Dm. No. 6 of 6 4-11 General Legend Gas Main Gas Service Water Main Water Service » » » Sanitary Sewer Main ts ts ES E Sanitary Sewer Service Underground Telephone Cable Underground Telephone Service Underground Electrical Cable Es Underground Electrical Service Overhead Electrical Cable Overhead Electrical Service Underground Cable TV Underground Cable TV Service Existing Storm Sewer Deciduous Trees Trunk Dia. under 12" 12" to 24" above 24" General Notes' The Contractor will be responsible for notifying the City Street Department Office at 461-2341 and the Communications Center at 461-2364 for all temporary street closings prior to construction. The Contractor will be responsible for calling "Diggers Hotline" for locations of all underground facilities. a Existing Reducer 4 New Reducer 1).a Existing Valve ►� New Valve oft. Stop Box 4 Existing Fire Hydrant New Fire Hydrant onv° Meter Pit Q Existing Manhole ® New Manhole ▪ Utility Pole • Property Pin Poured Thrust Block Gas Meter o Telephone Pedestal T Tracer Wire Riser Evergreen Trees Concrete blocking is to be formed and placed with all bolts exposed. All fittings are to be covered with kraft paper or equivalent before placing concrete. AThe Contractor will be responsible for re -sodding of yards in this area, unless otherwise noted. The Contractor will be responsible for replacement of gravel on driveways or streets in this area. / \ Service locations are approximations only and will be located in the field prior to any construction. All barricades and barricading shall comply with the latest edition of Part VI of the manual on "Uniform Traffic Control Devices." / " \ All compact fitting weights will be measured by'AWWA 0110 and C152 for base weights. CALL BEFORE YOU DIG DIGGERS HOTLINE 1 OF NEBRASKA Call -800-331-5666 V Hastings Utilities 2005 Sewer Improvement Area SW -229 i , iatlign rw p�?1..II:p: � rift '♦Ilya# Lochland Golf Course COO Savage / II 1 ❑H m CI --I1H CO01 ■ II HIM .sum alaatingni'A0an. Gnarly ste Wily sal Wand Wai NSW Ow AO Grain Drwg. SR -016 a4C> NORTH WR -011 CoverSheet c Sta 1 05+00 tc-8.75 3 1 a 25 ta. co 03 n b 0 0 rC c Zvo O N • L- 2 CC tc-8.92 u Anai-Ji_ 1 a. 1 I <r II > 11 ai7R z O w V) 04+00 0 M d Htu iu > U 2 a - > et) o t• 1 x Q Q -1 oov=ro I I 1 O r r r 0 tc-9.09 '. 4:j.), tc-9.25 03+00 Lot 2 tc-9.42 434.06 tc-9.59 0 O a U 2 O OO O 0 m O) m O e 0_ iI) c t3) 0- Dim 02+00 01 +00 tc-9.76 tc-10.10 C O 412 (-3 O 0) N C � U O n' o 0 aa) C D 0) ' 0) ii n m to -A.10.62 tc=11.13 CP#1 11-8.59 "L" Street 1-R 95 11"8.75 11-8.92 NEW 8' PVC SANITARY SEWER MAIN 0"9 45 11-9.09 11-10.12 "L" Street cl"10 48 $ 11" 10.63 17) T ct-1099 \1I 25 II ItAii 1 Proposed Street 11-8.59 it 75 tc=-$.92 Lo "t, 2 NOTE: Contractor to place a wooden 2" x 4" x 12' at the end of each sanitary sewer service which is to extend above the ground after compacting and final grading is completed. 05+00 tc"9 04+00 w 0 -.-.-.-.-• ��•- 11-8.75 tc-9.25 c -9.28 11-8.92 tc-9.42 11-9.09 tc"9.59 loss 11"9.26 tc"9.76 11"9.60 tc" 10.10 1090 to'10.62 tc-11. BX 00+00 0 r O 6C Z(U ONN 2 = oC + C +J O X 6 w O' weer main r N r ti 11 IN LLL cis N + Cr) cls 1400 South Baltimore 20' 03+00 NORTH Scale: 1' = 20' (Half Size Scale: 1' = 30) 0' 20' 40' t I 1 60' 02+00 Sever Lot 1 El 1003 ever /ale: Sante eadtbr p t $ /N feet 144. o'n lway to re-ho.0 Ce urn d. /se/ex_ 4 vs.Gt AfrieWttAfxr•r, - 01 +00 CP #3 1096 1097 ; ~, a Poet I C O U 2C to - 0 M c + •� O f21 n 0 c 8 �� a)02 < 0OoU) C co e t 7E3 0) U) O�CC� a0V0) O r IY 00+00 SEWER MAIN QUANTITIES 8" PVC Sanitary Sewer Main 491.00 Lin. Ft. 8" PVC Plug 1 Each 5' - 48' Dia. Manhole, Complete 1 Each Additional 48' Dia. Manhole Barrel 3.74 Vert. Ft. Conc/Asph. Street Removal 000.00 Sq. Yd. Conc/Asph. Street Replacement 000.00 Sq. Yd. Concrete Curb Removal 000.00 Lin. Ft. Concrete Curb Replacement 000.00 Lin. Ft. Seeding 000.00 Sq. Ft. Sod 000.00 Sq. Ft. SEWER SERVICE QUANTITIES 8' x 4' PVC Tee 2 Each 4' PVC 45° Street Ell 2 Each 4' PVC Plug 1 Each 4' PVC Service Line 54.00 Lin. Ft. Conc/Asph. Street Removal 000.00 Sq. Yd. Conc/Asph. Street Replacement 000.00 Sq. Yd. Concrete Curb Removal 000.00 Lin. Ft. Concrete Curb Replacement 000.00 Lin. Ft. Seeding 000.00 Sq. Ft. Sod 000.00 Sq. Ft. PAVING QUANTITIES Asphalt Street Removal 000.00 Sq. Yd. Asphalt Street Replacement 000.00 Sq. Yd. Concrete Street Removal 000.00 Sq. Yd. Concrete Street Replacement 000.00 Sq. Yd. Conc/Asph. Street Removal 000.00 Sq. Yd. Conc/Asph. Street Replacement 000.00 Sq. Yd. Concrete Curb Removal 000.00 Lin. Ft. Concrete Curb Replacement 000.00 Lin. Ft. Seeding 000.00 Sq. Ft. Sod 000.00 Sq. Ft. SIDEWALK & DRIVE QUANTITIES 4' Sidewalk Removal 000.00 Sq. Ft. 5' Sidewalk Replacement 000.00 Sq. Ft. 6' Concrete Drive Removal 000.00 Sq. Yd. 6' Concrete Drive Replacment 000.00 Sq. Yd. 6" Asphalt Drive Removal 000.00 Sq. Yd. 6' Asphalt Drive Replacment 000.00 Sq. Yd. Saw Cut 000.00 Lin. Ft. Seeding 000.00 Sq. Ft. Sod 000.00 Sq. Ft. 1915 1910 1905 1 1 L 1 , 1 r I 1 t i 1 1 1 t J I ; t .11 I 1 I I 1 1 1 I I 1 1 I 1 1 { 1 I r 1 , 4 I 4 I r 1 •, 1 1 1 . 1 r •1 , I 1 1 , r 1 ; , I I. I J I I I I t I .1 1 1 I I t 1 J 1 I I I t 1 , , 1 I 1 1 1 1 I 1 1 I I I I I I I 1 I ! r { 1 1 I r r 1 { 1 1 1 1 I. 1 1 1 I 1 1 ! 1 1 I I I I l 1 1 1 1 1 I L 1 l I I I 13 1 I 1 1 1 1 I I I 1 1 I 1 1 1 , 1 1 I 1 I I 1I I 1 I ! I I I I 4 I ! 1 1 1 1 1 ! r 1 I 1 I I I ! 1 1 1 I ` J I I I I I. 1 , I I t } i i I I t } , 1 I 1 1 1 1 I 1 1 1 1 1 I L 1 1 1 I 1 I L I 4 1 1 1 1 L 1 1 1 1 1 1 L 1 , I I 1 1 I 1 1 1 1 1 , I ; ; ; ( 1 1 } }1 i I 1 r I 1 1 I I r I J • 4 4 F 4 4 .4 I. L 4 .4 F I. 4 .4 .-• M 4 .4 .J- 4 + 4 4 F r { 1 1 1 1 1 I 1 I 1 1 1 1 1 1 I I 1 I I I I I I I I f f 1 1 1 1 r r 1 1 1 I 1 f f 1 1 1 I 1 f f I 1 1 { 4 L 4 J 1 1 I I L 1 1 1 1 1 1 L 1 J 1 1 1 { L 1 1 4 I 1 I 1 I I 1 1 I I I 1 I I I I I I I 1 I I 1 •f 1 1 1 I 1 f 1 1 1 I 1 f f 1 1 I 1 1 r f 1 i 1 L 1 , 1 I I 1 L 1 4 1 1 1 L L I I ! I I 1 L 1 4 1 1 I 1 I I I I I 1 1 1 I I I I I I I I I I I I I I 1 I 1 4 r r 1 1 1 1 I f r , 1 I I I I r I 1 1 I I I f • I L I , I 1 I I L 1 4 , 1 1 1 L I , , I I L L 1 . 4 1 I I I I I 1 1 1 I I 1 I 1 I I r r •1 I I I 1 r I 1 I I I I r I 1 I I , 1 r 1 I I L I , 1 I I I L r , , 1 1 1 L 1 , I I 1 L L 1 1 I 1 1 I I I I I I I I I I I I I• 1 1 4 r 1 1 1 , I 4 I 1 1 I I 1 1 r 1 1 I I 1 r r I ; I 1 J J L 1 J J L L 1 J L L 1 J 1 L 1 J J_ L 1. J J L L J 1 1 1 1 I 1 I 1 I 1 I I I 1 1 I 1 1 I 1 I I 1 1 1 I I 1 t 1 1 1 1 I 1 I r 1 1 I 1 1 1 t 1 1 I I I r r 1 1 I I I I. I I 1 I I 1 l 1 J I 1 1 1 l 1 J 1 1 1 1 l I 1 I I •1 1 1 1 r 1 I •1 I , I I I I I I I 1 • 1 1 r 1 1 I I I r •I 1 1 •1 I 1 r I 1 4 I I I r I ; I 1 ! I I , 1 I I l I I , 1 1 1 1 I 1 J 1 I I 1 l 1 , 1 i i I i r'L r i ; i i i i e 1 ; I i ' .I r1��J- i i 1 i I 1 i i I. ; .. ..Exl$ting•Wra(�e 4 I , , , 1 I ; ProposeV'C ade , , 1 I 1 , I. { 1 1 1 ; L' Proposed •Crfade I ; I I e 1 I I r 1 1 I I I I I I 1 I I 1 I g L 4 1 1 1 4 I 1. 4 4 4 1 ! -1 I- F f 4 I- F 4 4 -1 F F 1. 1 I I 1 L 1 1 4 ��is✓✓ /sr. !!ayiiiii�iaaiiiia«i:�«�«71/7222 �• I.. r i •' 26 L' F -'8' Pt0'SANITARY SEWER M4JN @.0:3096-• 1900 F i 1 ' EKlatiri Gadd L I I 1 I 1 1 1 r r { i { 1 1 L 1 4 1 1 1 f r i 1 . f 1 l 1 I 1 I f 1 1 1 L J 1 1 1 1 1 4 J ! I 1 1 1 4 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 f f 1 , , I 1 f r , , 1 I 1 .f Y , 1 I I L J 1 1 1 I r L J 1 1 I 1 L L J 1 1 I 4 1 1 1 1 1 1 1 1 I 1 r r 1 , 1 r r r i , 1 •1 1 r i 1 1 r I J I I 1 1 r A J I 1 1 1 1 L I 1 1 1 I r 1 1 1 4 1 1 1 1 I 1 1 I 1 I -1 r r r r r -r r r r r r -, 1 1 l I J J I 1 1 I 1 J 1 1 1 1 L 4 J 1 I 1 I r 1 1 I , 1 1 1 I 1 1 r r 1 , , 1 1 1 r r 1 1 1 1 4 .1 1 1 1 1 l I 1 1 1 1 t I 11 1 r1r r , , 1 1 1 r r , I 111 r r iH I I J 1 1 I 1 l 1 J 1 I 1 1 1 I 1 I 1 1 1 1 I1 1 1 1 1 1 ! r { 1 1 1 1 ! r { 1 1 1 1 1 ! 1 I I lF J 1 1 1 1 l 1 1 , 1 1 1 t 1 1 r 1 Ir I 11 1 1 1 ,1 1 ; j 65'LP-'8' V'SANITARY'SI=WERMAIN'@'0'.3096 1 1 i I ! ! i 7////' //////47 .//'///j/j//j//.../ /%/1�%/K.,</ s-141.W«/J C%a',�.//J.C1 0515 5)114 /%%S' 7i%' '/iii/7i//i% 77 IS S./%////l/ $0.,Fift///../////%%tt /!/% /J/ //,///% //%// ) /////%/,r//////f///i/rs /.% / %/% % / / or/ / / // fir /// /.. I r 1 1 1 4 1 1 1 1 I J 4 1 1 1 1 1 1 I I I 1 1 1 1 1 1 1 f r ( , 1 1 1 r I 1 1 1 I I r 1 1 1 31" J 4 1 1 1 1 I 4 , 1 1 I i e i f' ; i i I ; 1 1 1 I ! ! 1 1 1 1 1 1 1 '- - T'- 1 1 L- "' 1 I 1 1 1 I I r r , -� 1 1 1 1 r Y t 1 I 1 I 1 I L J l- 1 - 1 1 l 1 J I ! 1 1 l l 1 1 I 1 1 - .1 1 1 1. 1 1 I 1 1 r r 1 , 1 -I 1 r r I , 1 I 1 r r J L L 1 J L L 1 J 1 L J 1 L L J J 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 I 1 1 r r , 1 1 1 1 r r , , I 1 1 r r 1 0' 1 L I I J I 1 1 1 l 1 J l 1 1 1 l 4 J 1 I 1 1 I 1 1 1 1 1 1 r 1 1 r r 1 , 1 r 1 r r r 1 I I 1 r r , , 1 4 t I J J , I ' 1 t I J J 1 1 1 t I J J i e 1' ; Lm i e 1 e r e ; ; e i i r r ; O ; C i e I I. i l' i I I ' ` } i i 1 i I } ` i '•'' i I 1 l 114 { 1 1 r r r 1 { 1 1 I 1 r r an. , U .�. 1 1 1 1 I I , , 1 1 1 t I "111 , 1I 1 1 1 1 1 1. 1 1 1 1 1 1 1 1 1 �I 1 I. r r 4 1 1 r r i 1 1 1 1 1 ! 1 L i I F 4 E, F 4 4 F t 4 F t i F zt•I I 1 I I I 1 1 1 1 1 I 4 4 1 1 1 1 I x' I ' I 1 I 1 r r 1 . 1 I I I f r 1 1 1 L 1 )(( 4 I 1 1 I 1 L 1 I 1 I 1 1 1 1 1 1 I 1 1 1 I 1 f 1 1 I I 1 r f 1 I I 1 I I 1 1 1 1 4 L0. , 1 1 1 1 L , , I 1 1 1 L 1 1 1 I I I r 1 I 1 I 1 I I 1 f f 1 p. 1 1 , 1 f Y I 1 1 , 1 1 1 1 r , 1 I 1 1 L 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 f r 1 .(. , 1 1 1 r r r , 1 1 1 1 , I 1 J I 1 1 1 I r 1 1 1 1 1 I I I 1 1 ' 1 1 r 4 1 1 1 1 1 1 1 1 l r T T l r r r T r T 7 T r T l 1 , I 1 J I 1 1 1 I_ 1 I I r I 1 1 1 1 1y`1`jr I 1 1 - 1 r r 1 1 1 1 1 r I iA' 1 1 I 1 r r 1 , r 1 1 I 1 V� J I 1 1 l , 1 I I 1 1 1 1 1 I 1 1 1 r 1 , 1 1 r 1 1 1 r 1 1 t I J J 1 1 I I J l I 1 1 r 1 1 1 1 1 1 1 1 1 r 1 , 1 r r 1 1 1 1 I J 1 1 1 1 I 1 1 I I I L i ' 1 1 i ; 4 r I. 4 .4 F 4 + I I } 1 I I I 4 4 1 1 1 1 i .4 I I I 1 1 I 1 I I I I Y l I L 1 I 1 1 1 1 r 1 1 1 1 1 1 ' 11 1895 I.: 1 { i 4 J ; 1 1 J 1 1 1 1 i Revision Date Ckd APP Bench Mark Information Elev. Remarks .1908.43 T81A CP #1 Property Pin NW Cm. Hwy 281 & "L" Street • 1908.20 18M CP #3 Properly Pin NW Cm. Hwy 281 & "L" Street 1909.76 IBM CP #4 North Property Pin West End of Project 1 I.i I } } I I 1910 1 ,,.1 , 1 L L J , 1 F ; I -r F L .1 1 1 1 1 1 I r 1 L1L;fltt12F.rrCr4Lrery'; I I 499, 41 ..I I ' ; rev,' •• 0 •,i7r•--!" ,• 1 1 I 1 I II t ,•. ./ ' 1905 r , ',I L. r t., z,_-INARTY_R1.--yi�' -" r i I 1 I , l ",,'/J a .4.... J. e.ni .: , 1 e :c,: STANGE::::;.:a: ; I I ti.y�/i iLq'�%Ge •'j • ye. -: i I 1 J.- , 1 1 I 1 I 1 I I I J ' 1 1 I 1 • i '••1 I r r 1 1 i I I I Veitical:Scake: i r = 5'1 1 I 1 I 4• I J 1 1 I I I^i©t<rzontal• •Soaje: • 1 ° • _' 20' ; 1895 1 I I I I I 1 I 1 1 r I I I P1P.�' I I � I ST,1Rl ED: OMPL`rED I II f rA CLLRACTOF� 1 w1 °�• s iNTfi�6T NO •1Ir I 1 0 •....Z Ito I 1 4 • m{ca r,t', 1 JJ 1 , 1 C.U::I�m I I - ..., f4J IQi. O1...T 1 O' 1 r '3'z;>j'1� I ter ; m o a� I I r____# f_______r__ �___� _.9 4+ n :if -- fry i r1( m. mi.�.V) I i3 i3 ' �. if fi wwlw.v, 1 1 1 at...... d....0 1 1 {f)ILL:'tl'll:iE I I {....... .... jj 1 1 1 I I , i ; I I. , ', }- , 1915 I • • 1 l 1 1 4 A DIr'r r , 1 1 D 1 e� •i I El , r.. -I { 1 I ° .. I , Z ..O { 1 1 U, w QI E. ,3 t{I I I i �+' ; 1 1 sfp ; F.C.C.0, 1 1 1 tDICJr I +f ]I j'2 Or1 it W18 ;ID •It'5 1 1 CII r0)- rt. r 1 1 + VII 1+ .> I I I t �,'I ; �w• to I 1 i Io,CC Y IuF 'J:G 4C0 It CC r 1 IA• r 0. 1 I I 1 I 1 1 1 1 i I 1 • - { A� 1 �m r E,i'Yrosr 1900 1 4 1 i .04 1 1 1 1 4 J t 1. t r I r 1 r I I I 1 • r 1 I .3 -I r •, , I J 1 1 1 1 1 1 I r « 4 1 I 1 1 I I 1 4 1 1 , I I 1 4 • 1 1 1 I I 1 I I 1 I 1 I II I I 1 1 ; I I I I I I I I i i i I I ✓ e 4 t F « 4 I 1 1 1 I J I I I II I I 1 1 1 1 1 4 I I. 1 1 'r I ; I 1 1 I 'r I 1 1 4 1 1 1 1 1 I I 1 1 I I 1 I I I I Y 1 1 1 I 1 1 L 1 1 1 I 1.. 1 1 1 I I 1 1f//J. t 1 I 1 1 1 f I 1 1 1kag.�^' 1' ^7•�^cV f I .. 4 1 I I 1 L 1 1 I I 1 I I. 1 1 1 I I ri 1 . ..J_,� '�' I 1 i ' I Director Or r,I9kleed69 : 1 , I L I 4 1 1 1 4 • J r L r L • i r .4 05+00 04+00 i 111-irT i F i 1 4 1 4 03+00 02+00 01+00 1 1 F Hastings Utilities Hastings, Nebraska New 8" PVC sanitary sewer main on L Street, Baltimore Avenue to the west 550' °an M. Stange S. Struss supt. Hemberger W.O. "b. SW -229 CRy Etsfseer I 00+00 °ate 3/24/06 Rettnt No. Ckd j f( Ckd APP SR -016-1 1 of2 \\Ce6\s««\SR\SR-016\SR-016-I.dwg i\\t,,``i\`�\i�%\\i\` \\J , \�i\`i\\ 12' (.3m) - 1— E1 �Ilillllllil—ill 11 Undisturbed earth Mechanical compacted backfill ie. sheepfoot roller. 1' above top of pipe Bench trench to set trench box Granular backfill NOTE: Construction method shall insure all voids are backfilled after removal of trench box. TYPE III BEDDING—PVC & VCP SEWER Sewer tile Ductile iron pipe shall be installed so that no joint occurs less than ten feet from water main center line c. r L_ Concrete collar 2'-0" min. (.60m) TI r Concrete collar Water main Center one 20' length of water main so joints in the water main occur not less than 10' from the sewer crossing Sewer tile 1 NOTE: When water and sanitary sewer mains parallel each other, there must be a minimum 10'-0' (3.048m) separation from face to face. SEWER CROSSING OVER WATER MAIN DETAIL 4" PVC Coupling w/screw-in plug I 4" PVC - length depends on depth of the service 4" PVC Bend 4" PVC Wye NOTE: Fittings used in making up a clean-out are to be glue -type , 4' PVC Service SAN. SEWER SERVICE CLEAN—OUT Undisturbed earth Mechanical compacted backfill ie. sheepfoot roller. Bench trench to set trench box Granular backfill NOTE: Construction method shall insure all voids are backfilled after removal of trench box. TYPE IV BEDDING -DIP SEWER MAIN t Concrete collar F-1 Center one 20' length of water main so joints in the water main occur not less than 10' from the sewer crossing NW:ter main C -J 1'-6' min. (.46m) Sewer tile i Ductile iron pipe shall be installed so that no joint occurs less than ten feet from water main center line NOTE: When more that 18" (.46m) clearance exists, ductile iron pipe is not required. �o rncrete collar •.}Li d Sewer tile NOTE: When water and sanitary sewer mains parallel each other, there must be a minimum of 10'-0' (3.048m) separation from face to face. SEWER CROSSING UNDER WATER MAIN DETAIL 4' service line laid at a minimum of 1/8' per ft. and max. 1/4' per ft. slope 8'x 4' Tee 4' 45° Bend or Street Eli, depending on depth of service NOTE: Type of bedding foe sanitary sewer services to be the same type bed- ding as used for sanitary sewer main. SANITARY SEWER SERVICE DETAIL (127mm) 2'-0' NOTE: Precast sections must be macre in such a manner that each section joins together in a normal manner, otherwise section will be rejected as unsatisfactory. The contractor will be liable and will provide a section which is satisfactory. No sections will be used where void spots exist. (127mm) (.60m) 5" ►- 4' (101 mm) 8' max. (203mm) 36' (.91 m) j vanes 16' 32' 48' (.40m, .80m, 1.20m) vanes 16", 32", 48" (.4 m, .8m , 1.2 m) 16" max. adj. (0.46m) 5 min. (127mm) M.H. steps - Clow F-3650 or equal 16' (.40m) 7 48' (1.20m) Backfill on toe -in with mastic as required by pipe size a Joint sealing mastic is required at all joint aresa. Material to be approved by Hastings Utilities . a as required by grade 3" min. (76mm) t Typical stub STANDARD MANHOLE DETAIL In -let channel formed in base B M.H. steps - Clow F-3650 or equal Build masonry dam if directed by Engineer 48' (1.20m) Backfill on toe -in with mastic SECTION B -B B } — 3' min. (76mm) as req'd — as req'd by grade STANDARD DROP MANHOLE DETAIL z CO • eco' .ettlur,nq, TAN -6 OFIlany ,aunra,t Utility Engineer sezkk ‘--�% Director of Engineering Note: metric conversion in parenthesis Hastings Utilities Hastings, Nebraska 4 Added water & sewer crossing nob M.S. Sept. '05 3 Added sanitary sewer etsonout M.S. Jon. '02 Standard Plan Drawing 1 Water and Sewer Main Details \\cod`s.. er\srt\sR-o t a\sc-0t a-1.e.a 2 Revised standard drop manhole detail M.S. Aug. '01 Ds^ M. Sidlo suP't• Hemberger Ckd fl 1 Moved details to different pore M.S. Aug. '01 D^"^ M, Sidlo w.o.No. SW -229 Cad ' No. Revision BY Date Ckd App Date 08/01/01 Retvnt No. App 47 No. SR -016-2 2of2