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STPP-34-4(132)
C a a Q0 400 INDEX OF SHEETS SHEET NO. 1 TITLE PAGE 2-T1 2-T5 TYPICAL CROSS SECTIONS 2-S1 - 2-S2 SUMMARY OF QUANTITIES 2 -Al - 2-A3 PHOTO MAPS 2 -HI - 2-H2 HORIZONTAL ALIGNMENT 8 CONTROL POINTS 2 -NI - 2-N2 GENERAL INFORMATION 2 -PI - 2-P9 PHASING PLANS 2-L1 - 2-L4 GEOMETRICS 2-L5 - 2-L8 DRAINAGE 2-L9 - 2-L12 CONSTRUCTION 2-L13 - 2-L16 REMOVALS 2 -LI? - 2-L19 LIGHTING 3 - 5 TYPICAL URBAN TRAFFIC CONTROL PLAN 6 - 8 TRAFFIC SIGNAL PLAN 9 PAVEMENT MARKING PLAN 10 - 12 ROADWAY LIGHTING PLANS 13 - 16 DRAINAGE STRUCTURE CROSS SECTIONS 17 SPECIAL PLAN 1C CURB RAMPS 18 - 19 SPECIAL PLAN 2C AREA INLET WITH GRATE 20 SPECIAL PLAN 3C JUNCTION BOX 21 SPECIAL PLAN 4C CONCRETE COLLAR FOR 18" CONCRETE PIPE STA. 7+68.58 LT. 22 SPECIAL PLAN 5C CONCRETE COLLAR FOR 12" PVC PIPE STA.11+48.00 RT. 23 - 26 SPECIAL PLAN 6C BEDDING 8 BACKFILL REQUIREMENTS FOR CONCRETE PIPE, MCCMP, PCCMP, 8 PLASTIC PIPE 27 - 28 SPECIAL PLAN 7C TEMPORARY SILT CHECKS RI - R3 RIGHT-OF-WAY SHEETS X1 - X16 CROSS SECTIONS STANDARD PLANS 301-R9 (3 SHEETS) PAVEMENT DETAILS 329-R7 (4 SHEETS) 8 TO 16 INCH CONCRETE PAVEMENT 425-R4 COLLARS AND ELBOWS FOR CONCRETE PIPES 443-R7 (2 SHEETS) CURB INLETS AND JUNCTION BOX 502 SILT FENCE DETAILS 910-R2 SIGNAL FACE CONFIGURATION 914-R5 PULL BOX DETAIL 920-R5 (2 SHEETS) TRAFFIC CONTROL, CONSTRUCTION AND MAINTENANCE CONVENTIONAL SIGNS FENCE R.O.W. OR WIRE GUARDRAIL TRAVELED WAY DIKE CULVERT POWER POLE TELEPHONE POLE MAILBOX RAILROAD TRACKS MARSH TREE - CONIFEROUS TREE - DECIDUOUS d I .114..lL..414 000 R.O.W. LEGEND NEW CONTROLLED ACCESS PREVIOUS CONTROLLED ACCESS LIMITS OF CONSTRUCTION PREVIOUS R.O.W. NEW R.O.W. EXISTING PERMANENT EASEMENT TEMPORARY EASEMENT EXCESS TAKING PERMANENT EASEMENT EXISTING RAILROAD EASEMENT NEW RAILROAD PERMANENT EASEMENT NEW RAILROAD TEMPORARY EASEMENT 0 V///////4 L I MMEMO EMMMO STATE OF NEBRASKA DEPARTMENT OF ROADS PLANS FOR CONSTRUCTION 7tSt )0. 96.1 St9 HASTINGS ADAMS COUNTY RIOV 0 co ¢ o, g, m In 5516 1 12th St T 1 1 1 1 1 1 1 I 1 I Nth I St 1 1 1 1 __1/Othi St_i 9thiSt1 1 T 1 1 1 1 S • L_.1 8th St _-�_L7ihi 57 z -- 6thj_St_L_ I I __ __5th +X I + a¢ 4th 4a -1a -3rd 0, I 0 m 1 y 2nd St St s_ St 1st St BNSFRR In 5524 South St I I X St! L 1 T I 1 I REFERENCE POST NO. 210+10 TO REFERENCE POST NO. 210+35 EXCEPTIONS: FROM STA. TO STA. TOTAL NET LENGTH OF PROJECT: 1,050.00 FEET 0.199 MILES PROJECT SITE HASTI\GS PROJECT NO. SHEET NO. STPP-34-4(132) 1 ► CONTROL NO. 42442 a CONTROL N0. ■ CONTROL NO. THE 2007 EDITION OF THE NEBRASKA STANDARD SPECIFICATIONS AND THE SPECIAL PROVISIONS APPLY TO THIS PROJECT. THE WORK ON THIS PROJECT CONSISTS OF GROUPS 1 -GRADING, 3 -CONCRETE PAVEMENT, 4 -CULVERTS, 8B -ELECTRICAL, 8 10 -GENERAL k GROUPS 1 3 4 88, 8 10 ARE INCLUDED IN THE LETTING OF FFBRUARY 5. 2009 S GROUPS ARE INCLUDED IN THE LETTING OF • GROUPS ARE INCLUDED IN THE LETTING OF DESIGN DESIGNATION 3R MUNICIPAL TRAFFIC YEAR• 2008 2028 ADT: 19.500 24,000 DHV: 1 910 2.325 Tr 7 Y, Dr_ CURBED MORDi NATI NG PRLWESSI ONAL 111111111101n1 Mo :rn. Z SEC. 12 -TON -1210W FROACI NO. sxccl w. 34-411321 2 -Al C.N. 42442 7TH ST. - 9TH ST. HASTINGS ADAMS COUNTY SEC. 12-TON-R10W DATE: 8-18-94 FLIGHT: 7791 SCALE: 1" = 20' Roadway Oosian Div z SEC. 12-79N-R10W I MOSC7 TG. SIE EI NO. 34-9(1321 2-A2 C.N. 52092 SEC. 12-T9N-R10W DATE: FLIGHT: SCALE: 8-18-94 7791 1" = 20' 'oo.wa *os On I V SEC. 12-T9N-RIOW z MM CT NO. 34-4(132) C.N. 42442 SMCI W. 2-A3 SEC. 12-T9N-R10W DATE: FLIGHT: SCALE: 8-18-94 1991 I" 20' 1N731 dor311204/182008 8: CONTROL CONTROL NTROL PODGlTi 'TOES D A z J DATUM INFORMATION MQCCT M. , LCLT t8. 34-4(132) I 2 -HI C.N. 42442 6. CP Hwy. 6 Y�iRb]�� 213-3 NOP NGP• CP 213-6 NPP ELM ST. OA PP NPP SURVEY SPIKE NPF SURVEY SPIKE P OM �( U IJ V U I P .11. / CURVE HORIZONTAL = NAD 83 (1995) VERTICAL = NAVD 88 DAF a 1.0002992 BENT/STATION OFFSET TO TTA. (f T.) AZIMUTH TO STA. X COORDINATE Y COORDINATE 2 ELEVATION ° a ° D ' T (FT.) I (FT.) R (FT.) 8; ° L.T. (FT.) S.T. (FT.) 4 (FT.) X P.C. COORO. Y P.C. COORO. X P.T. C00110. Y P.T. COORD. X T.S. COORD. T.S. Y COORD. S.C. X COORO. Y S.C. COORD. X C.S. COORD. C.S. Y COORO. X S.T. 000RD. Y S.T. COORD. CP 211:33 $ 0.000 0°0060.00" 2092708.912 272935.415 1911.182 CPA2M8 _...$TA. O.00 0.000 0°00'0.00" 2092547.699 276827.744 1920.010 sat STAB •00 0.000 0°00'0.00" 2092644.922 277876.126 1923.906 STA 1.16.300 2087423.600 279512.227 N.A. PI STA 19+61.561 2087414.000 281357.463 N.A. to. C7V4 ' 4,. ( eicy in.4 Or lift 1N731 dor311204/182008 8: GRADING ITEMS GROUP 1 ITEM MOBILIZATION LARGE TREE REMOVAL GENERAL CLEARING AND GRUBBING EXCAVATION (ESTABLISHED QUANTITY) WATER REMOVE PAVEMENT SAWING PAVEMENT REMOVE DRIVEWAY REMOVE WALK Embankment/Roadway Grading, Including ai vewys, to receive concrete pavement Embankment/Roadway Grad) n0, Including driveways, to receive flexible pavement Embankment/Roodray Grading not to be surfaced CACTI ON REQUIREMENTS CLASS III (See Sped fi coil ons) DEPTH BELOW PERCENT SOIL TYPE FINISH SUBGRADE DENSITY Si 1 t -Cl oy Upper 3' 9663 " " At depths great- 95 Min. er than 3' Al l depths 100 Mi n. Upper 3' 100 LG n. At depths great- 95 IOn. er than 3' Grorul or All depths All All depths Gravel Cr Silt -Clay Suborade Prepaotl on, SI I t -Cloy Shoul der Subgrode Prepaati m (con- crete pavement) Grainer Shout uder PS ode m, slit -Cloy Preparation (41ex- Ibie pavement) suubrade soil The upper 6' of subrode soli Grana " " 100 MIn. SUMMARY OF QUANTITIES QUANTITY UNITS 1.000 LS 1.000 EACH 1.000 LS 1,227.000 CY 10.000 MGAL 660.000 SY 2,100.000 LF 819.000 SY 641.000 SY MINS IIUW E REMAXIM/ Opt. -3% Opt.+3% w Opt. +2% a a 100 Min. N 95 MI n. N tt Opt.+1% Opt. +2% f! se 96'13 Opt. -3% Opt. +3%. IOD Min. w :t 100 Mn. M Opt.+l% Embankment of drive- Al I toys MIM ere not to De surfaced Bi furl nous Pave- All ment Patrol no Founded on Corse/ &Agrade Stabil l- zatt on All depths Class I Underlying Noted al et H (See Sped fl cod cos) 100 Mi n. (See Sped fl cat' as) 100 MI n. (See Sped fl Doti cos) N Mei stere as necessary to obtain dens? ty. PAVEMENT ITEMS GROUP 3 ITEM QUANTITY UNITS MOBILIZATION 1.000 GRAVEL SURFACE COURSE 25.000 TIE BARS 525.000 CROSS STITCHING 429.000 CONCRETE CLASS 47B-3000 SIDEWALKS 591.000 CONCRETE CLASS 478-3500 DRIVEWAY 753.000 CONCRETE PAVEMENT REPAIR, TYPE A, FULL DEPTH 8.580 CONCRETE PAVEMENT REPAIR, TYPE B. FULL DEPTH 36.430 CONCRETE PAVEMENT REPAIR, TYPE C, FULL DEPTH 99.990 8" DOWELED CONCRETE PAVEMENT. CLASS 47B-3500 1,637.000 DIAMOND GRINDING AND TEXTURING CONCRETE PAVEMENT 7,462.000 SEALING CRACKS 879.000 SEALING JOINTS 9,721.000 CONCRETE PAVEMENT, CLASS PR -3500 19.850 JOINT REPAIR PORTLAND CEMENT CONCRETE SMOOTHNESS TESTING 1.000 4" PERFORATED PIPE UNDERDRAIN 1.663.000 5" WHITE POLYUREA PAVEMENT MARKING. GROOVED 900.000 12" WHITE POLYUREA PAVEMENT MARKING, GROOVED 40.000 24" WHITE POLYUREA PAVEMENT MARKING, GROOVED 24.000 5" YELLOW POLYUREA PAVEMENT MARKING, GROOVED 2,930.000 ARROW, WET REFLECTIVE PREFORMED PAVEMENT MARKING. TYPE 4, GROOVED 4.000 FOUNDATION COURSE 1.637.000 4„ PREPARATION OF INTERSECTIONS AND DRIVEWAYS 753.000 WATER 12.000 EARTH SHOULDER CONSTRUCTION 21.000 SUBGRADE PREPARATION 1,637.000 SEEDING, TYPE B 0.280 SODDING 1,175.000 MULCH 0.600 CULVERT ITEMS GROUP 4 ITEM MOBILIZATION REMOVE INLET CAST IRON COVER AND FRAME CAST IRON GRATE AND FRAME REMOVE SEWER PIPE CLASS 478-3000 CONCRETE FOR INLET AND JUNCTION BOX CLASS 478-3000 CONCRETE FOR CONCRETE COLLARS EPDXY COATED REINFORCING STEEL FOR INLET AND JUNCTION BOX EPDXY COATED REINFORCING STEEL FOR COLLARS 12" STORM SEWER PIPE, TYPE 1,7 OR 8 15" STORM SEWER PIPE, TYPE 1,7 OR 8 18" STORM SEWER PIPE, TYPE 1,7 OR 8 24" STORM SEWER PIPE, TYPE 1,7 OR 8 LS CY EACH EACH SY SY CY CY CY SY SY LF LF CY LS LF LF LF LF LF EACH SY SY MGAL STA SY ACRE SY TON QUANTITY UNITS 1.000 LS 6.000 EACH 1.085.000 LB 265.000 LB 962.000 LF 31.970 CY 1.880 CY 1,914.000 LB 154.000 LB 9.000 LF 16.000 LF 567.000 LF 645.000 LF ELECTRICAL ITEMS GROUP 8B ITEM MOBILIZATION PULL BOX, TYPE PB -5 PULL BOX, TYPE PB -7 PULL BOX, TYPE PB -B 1 1/2 -INCH CONDUIT IN TRENCH 2 -INCH CONDUIT IN TRENCH 1 1/2 -INCH CONDUIT UNDER ROADWAY 2 -INCH CONDUIT UNDER ROADWAY 1 1/2 -INCH CONDUIT. JACKED 2 -INCH CONDUIT, JACKED 5/C #14 AWG TRAFFIC SIGNAL CABLE GROUNDING CONDUCTOR STREET LIGHTING CABLE. N0. 6 USE INSTALL MAST ARM REMOVE TRAFFIC SIGNAL CABLE RELOCATE STREET LIGHTING UNIT GENERAL ITEMS GROUP 10 ITEM PROJECT NO. SHEET NO. 34-4(132) 2-S1 BARRICADE, TYPE II BARRICADE. TYPE III TEMPORARY SIGN DAY SIGN DAY CONTRACTOR FURNISHED SIGN DAY PAVEMENT MARKING REMOVAL TEMPORARY PAVEMENT MARKING, TYPE PAINT TEMPORARY PAVEMENT MARKING SURFACE PREPARATION OVERLAY BROKEN LINES OVERLAY SOLID LINES FLASHING ARROW PANEL FLAGGING TRAFFIC CONTROL MANAGEMENT FIELD OFFICE MOBILIZATION RENTAL OF LOADER, FULLY OPERATED RENTAL OF DUMP TRUCK. FULLY OPERATED RENTAL OF SKID LOADER, FULLY OPERATED RENTAL OF CRAWLER MOUNTED HYDRAULIC EXCAVATOR, FULLY OPERATED TEMPORARY SILT CHECK TEMPORARY SILT FENCE C.11.42442 OUANTITY UNITS 1.000 LS 1.000 EACH 1.000 EACH 2.000 EACH 26.000 LF 1,925.000 LF 1,390.000 LF 378.000 LF 427.000 LF 380.000 LF 1,350.000 LF 1,350.000 LF 144.000 LF 3.000 EACH 1,348.000 LF 2.000 EACH QUANTITY UNITS 7,800.000 BDAY 2,500.000 BDAY 60.000 EACH 2.922.000 EACH 700.000 EACH 3,900.000 LF 8,650.000 LF 2.890.000 LF 26.000 STA 228.000 STA 210.000 DAY 10.000 DAY 104.000 DAY 1.000 EACH 1.000 LS 10.000 HOUR 10.000 HOUR 10.000 HOUR 10.000 HOUR 1,000.000 LF 1,000.000 LF m N 4 0 Np SUMMARY OF QUANTITIES Concrete Pavement Repair, Types A B, C, Full Depth REPAIR LOCATION PANEL DIMENSIONS REPAIRDWENSIONS •L• tt W (t EAST NEW TI -a- in LENGTH WIDTH H et AREA sy VOL cy TYPE 4.13.0 US -341210101021025) 54403•RP 210.10 - US.34pt5t to 8085t)su409• 74 St - NORTH 5L4'9to4aIUsiayanol,91160 (RIC: Sle_4038104.54 m14ol e4_utsldo0dgo 011.404 to 4474 outaa�nal, Inside edge 54. 6+13106.28meed wlw1.ou1N60 edge NORTH BOUND, is 160 180 i 15.' 1581120 15.3 BOUNDI tzo ao 120 t0 9.0 80 9A 3.0 80 120 5.0 ' 100 1004 10.0 10.01 10_0 10.09 "' 2ao 16.0 115004(8+1 648404 Su i]a53.912SL-SOUTH _ Sia. 17+45 m 11048 mbdlo panel, outside edge BOUND .. 7 .L'1.... 15.0112.0' 18.0 12.0 _ 51.7 LSI 801 OAS 0.49 L..-� yG_ 0 B_ _B _ 0' A r' a0 ( 60 fie 6.510.83 , 47) .__ 11922 ...6aT2A6 856' ]8 1 1.78 L 10.0 15.0 !_0.0_1_M 4.0 Su: 5028 to 5202ma01iAlsddlel_ 51a. 5.39196.43 racists e panel 51a. 54610 6088 mI outS10000100 Sta. 6+87 a 5489 o.1sgsganel, Inwood°. 15.3112.060 15.3_1;9_4_ 1597 18.3 16.3 158. tai IIO 152111.0 Sail .1 130J 132 13 13.0 13.0140 13.0 13.0 13.0112.0 13.01120 132 150 tso .1_ 160412060 X)11_1 12.0 120 1z0 60 1201 1 +20 lei_ 8.0 8.0 40 60 AO 80 a0 80 80 80 10.01 10.01 30.0 j 6.0 20.00 5.66 C 2.0 : 2.0 2.0 I 2.0 0.44 0.12 ' 0M' 0.12 A A 51a. 0444 to6.06mbdbwool. 912110+ edoe Su. 81] to 6.190Wsayandln3l o• ete.6 T]to6 29ad1Pand outald „, d0.d✓el lam_ edg odgea o e 3.X]+0]1 70.9 t a pa MNO � I 0 31a.2+0311242_a0-a-aml SIaJ 421 > 59 Tame penal ouWdo pig__ 59. madHanel, 10.0 10.0 10.0 f0A 102 100 10.0 t0A 102 10.0 10.01 10.--7717)17 10.01 2.0 20 30� 1 162 _3.0 _.0.0 ISA 13.0 2.0 0.44 012.1 A 1 4.0 2.0 120 60 Allem 20_ 4.0 55 6.0 yob 1 025 i A _ A_ C ( B A i OM 2000 OM Lib ]750 O.1x 66 3.15 0.11' 111°7200 Sta.41-tra ]+6 waaapa ,I, 'ale-- _.,1531120' ale-- wlsell k Ste_8 40108 85eu10 dopa el oul4dee09e 0.45 7691 �. A fi� USJ4(BNSt to 90851(5. 1048•84 St NORTHBOUND SIa. 10+36 to 1+46 ou151Mpamgioleo edp0 144 140 14.0 14.0 &o z0 LO 8.0 3.0 _ 8.0 8.67 zitj Sta. 1+Ht 91.6 uaepanel 150 102 2023 5.79' C Su, i1 661 11 116 isbOw 4 tsa0odo Ste. 1240] to 12+31 ouuibww&I33 5.5 d•g Sta. 1204+ 101+16 outsaepanel, outside edge 510.13+4610 13+960.1.14,panel outSts a 200 3.0 _ 54 1662 4.63 C._ 29.0 18.11 4.48 0 10.01 105.0 10.01 30.0 S0 G0 5893 16.67 16.14. 4.63 C e Sta. 13.96 to 1N8]wtalb_pamt,_IeIQ5. Mpe Sta. 14+1210(444 outside panel 0.ulde edge 12.0 1 14.0 r90 tl0 _. __ ...t.. _.1 8.0 8.0 3.0 _ 8A as 80 __..._._ 1D.01 10.0, 102 104 10.01 100 t0.°no 2.0 2.0 4.0 1 _ 4.0 _1_4D_ 18.0 z0 20 0.44 0.12 A 20 4.0 AA 20 CO11400289 0.H 1.78 1.78 0.12 0.49 0,49 A A A 5ta15+29 to 16,6 mlddu panel, outside edoe Sta. 15+471016+51 ouuldepand _Insldo ad De and middle panel, ou W de «9(. - Sta.16w7u111.25wBlawnel taco 0.44 5431 e _0.12 A Fs ___H-_ .r_. __.. Suy10t].0] to 1]W9betamepanel, Inside ether_, 510.1]+091]ttmaaN dg panel, oul310eoe >. .. ._ 1111_ _ 80 5cu 60 0544098 5Naa�n01`u0+8 Coon, ._ 7.0 4.0 1 3.11 OM A Cur43.M94053 a throat Concrete Pavement Repair, Types A. B, C, Full Depth REPAIR LOCATION PANEL gMENSIONS REPAIR DIMENSIONS R' R W EXIST R TIn NEW "T" In LENGTH WIDTH U 'R AREA sy VOL cy TYPE 4.0.0 US -34 (210.35 to 210.101_0(0.17052. RP 21025 - SOUTH BOUND 100 10.0 10.0 1 _tisk_ 1111 10.0 X111.,_ LL 4.07 4.0 4.0 115004(8+1 648404 Su i]a53.912SL-SOUTH _ Sia. 17+45 m 11048 mbdlo panel, outside edge BOUND .. 7 .L'1.... 15.0112.0' 18.0 12.0 "__.ri L.0 8.0 60 8.0 8.0 8.0 03.5+11 I05•pp 0uta10 panel ��- __ 40 6.0 60 3.11 2.67j0.74 126] __._._._ 0.6 0.]4 2.86 A A S B .._....__._.-'-__ 102 10.0 102 10.0 10.0 10.0 ..�___,._.___.,.__ ].0 4.0 4.0 - 16210.8T 16.0 4.0 su. 15++(01740? lnab.pane 10.0010000no St.17+11to1N0T m14aM parteto.1416eedoe 588.16+610+6+20 middle Rana 9Neide edge 150 120 160 i 120 1621 12.0 18.01 12.0 51,.14850014+70 middle wnetoNobeed ee 6.0 4.0 10.00 228 B 518.14+19101416 0.03140 panel Wlaae0Up0 1.78 0.49 A 84(0 13033 outside panel. *WOO 0 160114.0 8.0 10.0 51.0 6.0 34.00 9.44 C 588.13+75 to 130]6i�net 16.0112.0 8.0 10.0 4.0 12.0 523' 1.43 B 508.13407 to 13003 middle of outside panel 160 1 14.0 8.0 10.0 4.0 4.0 138 0.49 A SIa.12+59 to 11460 outside pan!,_stside edge 16.0 ! 14.0 60 .1214A 110 I 14.0 BOUND 1X1. 15.0 14.0 15.0 114.0 15.0 1 14.0 8.0 8 _0 L80 8.0 8.0 8.0 10.0 10.0 10.01 109.0 6.0 9.071 10.0 72.67'20.19 I M9vjj008y 0 sun flew 1o11.21 0N8145.5.3001 S10.114110 11407o.1bp I !side alga Sl,__.. USJI(BN SL-lN_$_t) Sfa tOg6e2f1, ss SOUTH �.- SIa. 946 to ] 39 Wlaaep..L 14.00 389 n sH � I �m m� 140 60 9.33 X26 I i - _. .. ..,. _._._... - 10.0 10.0 10.0 2.0 2.0 2.0 3.0 2.0 200.44 0M 0.67 0.12 0.12 0.19 Sta. 8+39 panel, Melds 1,1+71(0 Sta.645105073 trat:t panel, 004140 7+6304Sido 004140Ag . 588. 6.0540981w'dewnel Inal0ee09e 16.0 9.0 fa9� 9.0 0.0 y 8.0 10.0 2.0 2.0 3M 'OA2 A 80 5cu 60 0544098 5Naa�n01`u0+8 Coon, 10.0 7.0 4.0 1 3.11 OM A Cur43.M94053 a throat outaldef 35.InInlet d 54.44210443 aw14ep 15.0 13.0 16.0 as of 9A 8.0 10.0 15.0 40 2.93 0 Su. 4491°4+45 mb1.5.33e40uUstla60ge_ ne *wade sect_ Sta. 4491°4+45 oult�nel 120_5.0 9.0 5.0 Bay 1,2008. 10.0 10.0 .0 6.0 ! 3.6 01 ID.6 289 2.93 080 0 .1 4.0 A teisB.__..___.__. NGTES: • Concrete is Oelv+wletl but not swlbd L_w. Concrete Pavement Joint Repair REPAIR LOCATOR PANEL DIMENSIONS REPAIR DIMENSIONS R' R W It Ij EXIST NEW 4" In 41111 LENGT9 ftN WIDTH AREA ay VOL CY USJ4(210.10 t0210j3 Sb.4.09 RP21010 NORTHBOUND . 1166e6 160 90 182-4C 15.31 120 155 120 15.3' 0 152 9.0 60 8.0 100 10.0 10.0 1 _tisk_ 1111 10.0 X111.,_ LL 4.07 4.0 4.0 8o 9.0 90 9.0 '.. '' 1X1_.` 558 011 •-4007-9.11 USa4 p08 at. BN St) As aio2>NSt. 1101064 588. <Is210 4/56 outside panel 03.5+11 I05•pp 0uta10 panel ��- __ 400 1 8.00 1.11 1.11 51, 3+72 (06H6 oot1!MQanel Sta. 5+7210 566 outs l__ 8.0 8.0 8.0 Sta.6+4816+5]Inside Band and left turniane__ 51a. 6+906+92 outside panel• '0 ! 5.33 12._ 4.0 7.0�3.11 +AFa 0.86 Ma. 6+90 (00o 8191 outside panel 158' 9.0 8.0 100 i.0 4A dA __ 1 40 4A 40 ;Co 4A 4.0 40_ 4.0 6..45.06 5A 5.1222 120 120 40 J 40 I 6A-7 . r 0 8.0 124 x6 6.6 +>8 i 170 267 I `___1 1 222 .6 77:-.5668 0.6 140 0.8 0_62 _� 125 AB O1 A9 OAT : 0.74 "lei- .62 O99 0.99 514.7+22107426 outsaewnel• _,_____ Sta N4e1D].4WRide panel US -3d I8N SL -9+151) Su 10•]8 +3+51 NORTN _19.0 15.91 e0UN0 130 150 150 150 9.0 140 9.0 80 4A, 1- 8.0 0.0 10.0 j mo 100 100 100 1 „IDO _-...1 ''11 10.0 102 10.0 , 8.0 L Co 80 �AO 60 , GO 1�_ V-.t1_�_....L____ 8_0 d0 6.0 sig 13.]9 to+3.a3 W1laa wMl 518.1549 to 13.83inA6.ne1_ 1bsso to to Ste. seem outawe prey insaoodgo. muds 01297_14_110(11 0.02 middle panel, WO4290_ _. US -31410.610 210219 Su. 17052 . RP 210.35 - $ UTH BOUND US34(BINSL• BN St) Su. 07+52.908 SI. - SOUTHBOUND T 130 122 122 150 150' 15.0 Sia. 6+33106+3ibu100 panel andletr rel i Sta. 5+60 to 5+60Weide panel• ,.r,3.,-, sm. 513.5+4!05+400.1014+ Bawl' sta. 5+30 to 6+26 wuaapanel' .w d ., _..._._...- Sta.4+86 to 468 auul0e panel ___ 15.0.120 GO 10.0 X1_11. 102 4A __T.�. 8.0 BA 3.6 0.99. __. _., _._ _r 15.0 itom_ ... Bud 9.0 r,T 60013.23 _.} NOTE: ' Concrete usummated butnotpaued as I M9vjj008y 1111. 1 _.. _ ... _. }1111_.. I i - _. .. ..,. _._._... - . .. . ________________t_L_._.t 11'11_ PROJECT NO. SHEET NO. 34-4(132) 2-S2 C.N. 42442 Sealing Longitudinal and Transverse Cracks and CrossStitching Concrete Pavement e•• From 803110n To Seton Location and 068643llen Creek Seamp. Lineal Feet Longitudinal Transverse Cross Staab TM Oen 4.68 833 4+74 5.28. 5+ 6A 64 8 15 B 76 861 1021 10x65 1046 11.09 11022 12+31 13+36 19.36 _ _.13.51 )S -34210.j010213.35)- NORTH BOUND 45 .. .... .. .. _ _ .. WEOfNCIQ atfko_ponM ide pans onsao pad IASL 109th SI. -- S3..10.78. an Oueszb- 145SPOn ... .. 1111. s0,t14o_PY'ei_ X111._ Usa413ID251.Me10) SOUIH_SOttn9 _. 908 SLm8AS. l7+52. asS -__. 22 82 13 30 30 15_ 15 4 0 away Deakin cg 0 »o z»0 I In aZ IL cc - -3 ONM VAN 0 0 0 0.1 • .7 in YPIIC4 VARIES V-0" 5' TO 6' 5'-0" VARIES 0' TO 6'-9" SIDEWALK n CA DAS SEC'HVg 50'-0" 25'-0" EXISTING 8" CONC. PAVEMENT EXISTING 8" CONC. PAVEMENT VARIES 0' TO 6'-9" 7'-0" 2'-0' S'-0" 5'-0" HIGHWAY 34 STA. 5+50 TO STA. 8+28.40 50'-0" 6'-9" 7'-0" EXISTING 8" CONC. PAVEMENT EXISTING 8" CONC. PAVEMENT p_0" SIDEWALK VARIES 0' TO 6'-9" HIGHWAY 34 STA. 8+28.40 TO STA. 13+46.36 50'-0" 25'-0" EXISTING 8" CONC. PAVEMENT Q 25'-0" EXISTING 8" CONC. PAVEMENT VARIES 0' TO 6'-9" SIDEWALK p_0" HIGHWAY 34 STA. 13+46.36 TO: STA. 16+00.00 LONGITUDINAL JOINT WITH JOINT SEALANT (HOT POURED) EXISTING SLAB No. 5 x 18" TIE BARS AT 48" CENTERS TO BE DRILLED AND GROUTED INTO EXISTING SLAB. DETAIL OF TIE BAR LEGEND 0 8" DOWELED CONCRETE PAVEMENT 0 FOUNDATION COURSE 4" 0 SUBGRADE PREPARATION 0 TIE BAR 0 6" CURB 0 4" SIDEWALK 0 SHOULDER CONSTRUCTION 0 DIAMOND GRINDING PROACT N!. I SI(ZT NJ 34-41132) I 2-T1 C.N. 92942 (DRDESIGN145) dor31120 6123120088:11:26 AM Design Division S 0 0 V vt «g THERMO-SETTING POLYURETHANE BOND BREAKER REMOVED TO ACCOMMODATE JOINT SEALANT JOINT SEALANT (HOT POURED) BOND BREAKER MATERIAL SHALL BE THERMO-SETTING POLYURETHANE OF A CLOSED CELL STRUCTURE APPROXIMATELY 1/2' WIDE FOR THE FULL DEPTH OF THE NEW CONCRETE DETAIL OF THERMO-SETTING POLYURETHANE BOND BREAKER FORM JOINT WHILE REPAIR CONCRETE IS IN PLASTIC STAGE AND FILL WITH JOINT SEALANT (HOT POURED) REPAIR SECTION DETAIL OF TOOLED LONGITUDINAL JOINT NOTE: CONTRACTOR HAS OPTION TO SAW OR TOOL LONGITUDINAL JOINT ON DIAMOND GRINDING PROJECTS. EXISTING PAVEMENT APPROX. 3/a' FORM JOINT WHILE REPAIR CONCRETE IS IN PLASTIC STAGE, WHEN ADJOINING EXISTING HARDENED CONCRETE AND FILL WITH JOINT SEALANT (HOT POURED) (JOINT OR PAVEMENT REPAIR) APPROX. 3/9 REPAIR SECTION PDCA. MSS OiECTOONS NOTE: 30 LB. NON -PERFORATED BLACK FELT MAY BE SUBSTITUTED AT FULL DEPTH LONGITUDINAL JOINT WHEN APPROVED BY THE ENGINEER. JOINT MUST BE SEALED. STYROFOAM BOND BREAKER REMOVED TO ACCOMMODATE BACKER ROD AND JOINT SEALANT 1 FULL DEPTH DIAMOND SAW CUT (FULL DEPTH 4" WHEEL CUTTER SAW CUT WILL BE PERMITTED IF REPAIR IS OVERLAID.) OINSTALL DOWEL BARS AT TRANSVERSE JOINT. O3 INSTALL TIE BARS AT TRANSVERSE JOINT. SAW JOINT WHEN BOTH SIDES OF JOINT LOCATION ARE PLACED AT THE SAME TIME AND FILL WITH JOINT SEALANT (HOT POURED) (PAVEMENT REPAIR ONLY) REPAIR SECTION DETAILS OF TRANSVERSE JOINTS NOTE: FORMED JOINTS ARE NOT REOUIRED ON DIAMOND GRINDING PROJECTS. NOTE: ALL DOWEL BARS AND TIE BARS WILL BE EPDXY COATED. 1.4 JOINT SEALANT (HOT POURED) BACKER ROD MUST FIT TIGHTLY IN THE JOINT AND BE OF A MATERIAL THAT WILL NOT MELT WHEN SUBJECTED TO HOT POURED TYPE JOINT SEALANT BOND BREAKER i PRoiCI .v. S*XT NO. 34-4(132) 2 -Ti C.N. 42442 LONGITUDINAL JOINT BOND BREAKER COMPOSED OF A THERMO-SETTING POLYURETHANE OF CLOSED CELL STRUCTURE OR STYROFOAM BONO BREAKER MATERIAL SHALL BE STYROFOAM APPROXIMATELY '/2' WIDE FOR THE FULL DEPTH OF THE NEW CONCRETE DETAIL OF STYROFOAM BOND BREAKER AND BACKER ROD L r TIE BAR CUT OFF FLUSH WITH PAVEMENT WHEN ONLY THIS LANE REMOVED NR 47 ifile i J TRAFFIC FLOW REPAIR SECTION VARIABLE LENGTH (4' MIN.) OUTSIDE EDGE CONCRETE PAVEMENT JOINT REPAIR JOINT REPAIR MAY BE EITHER HALF OR FULL LANE WIDTH LEGEND NOTES: * IF THE LENGTH OF PANEL IS 9 FEET OR LESS. CONSTRUCT A TOOLED LONGITUDINAL JOINT AT THE MIDPOINT OF THE PANEL (W/2) IF THE WIDTH OF PANEL IS 6 FEET OR LESS, A TOOLED LONGITUDINAL JOINT IS NOT NEEDED. OR ** IF THE WIDTH OF PANEL ("W") WAS PREVIOUSLY WIDENED. CONSTRUCT A TOOLED LONGITUDINAL JOINT TO MATCH THE LONGITUDINAL JOINTS OF THE ADJOINING PANELS. "W" WIDTH OF PANEL "L" LENGTH OF PANEL "T" THICKNESS OF CONCRETE IF THE PAVEMENT REPAIR SHOULD EXTEND THROUGH INTEGRAL CURB, THE NEW CURB SHALL BE CONSTRUCTED TO THE SAME DIMENSIONS AS THE EXISTING CURB. NOTE: FOR JOINT REPAIR LOCATIONS, SEE SHEET 2-5 (DRDESIGN145} do 151120 5/27/2008 2:18:16 PM I- SEE DETAIL "A" cYPIICAn NOTE: DOWEL BARS AND TIE BARS NOT REQUIRED. ® r° ° LONGITUDINAL JOINT V a a O 10Sg UEC'MOin FULL DEPTH DIAMOND SAW CUT. (FULL DEPTH 4" WHEEL CUTTER SAW CUT WILL BE PERMITTED IF REPAIR IS OVERLAID.) (MAY NOT BE REQUIRED AT EXISTING JOINT.) INSTALL DOWEL BARS AT TRANSVERSE JOINT. INSTALL TIE BARS AT TRANSVERSE JOINT. MINIMUM 2 -TIE BARS PER SIDE. ri) EXISTING JOINT VARIABLE LENGTH OF REPAIR SECTION NOTE: IF PAVEMENT REPAIR SHOULD EXTEND THROUGH INTEGRAL CURB, THE NEW CURB SHALL BE CONSTRUCTED TO THE SAME DIMENSIONS AS THE EXISTING CURB LONGITUDINAL JOINT FIGURE B a a TIE BARS REQUIRED. MINIMUM 2 -TIE BARS PER SIDE. 2"* (Vi DIAMOND SAW CUT. FULL DEPTH DIAMOND SAW CUT 2"±T/i' INBOARD FROM ORIGINAL SAW CUT ON TRANSVERSE AND LONGITUDINAL SIDES OF SECTION TO BE REMOVED. (MAY NOT BE REQUIRED AT EXISTING JOINT. IF ADEQUATE SLOPED FACE EXISTS.) a i PROJECT W. 34-4(1321 C.N. 42442 IN THE CASE OF PANEL REPLACEMENT. DOWEL BARS SHALL BE INSTALLED AT EXISTING TRANSVERSE JOINTS (MINIMUM 3 -DOWEL BARS PER WHEEL PATH.) SCET F . 2-73 88 IN THE CASE OF MULTIPLE PANEL REPLACEMENTS, DOWEL BARS SHALL BE INSTALLED AT 12" CENTERS, AS SHOWN IN THE STANDARD PLANS. BASKETS SHALL BE USED ACCORDING TO THE STANDARD SPECIFICATIONS. SUBSECTION 603.03. A 2E) y LONGITUDINAL JOINT ° EXISTING JOINT O SAW CUT NOT REQUIRED CONSTRUCT TRANSVERSE JOINT TO MATCH JOINT IN ADJOINING LANE 0 ©0 0 0 ,,����0 0 PLAIN CONCRETE PAVEMENT REPAIR PARTIAL PANEL REPLACEMENT SHALL BE IN MULTIPLES OF APPROX. 1/2 OF "L" VARIABLE LENGTH OF REPAIR SECTION LEGEND "W" WIDTH OF PANEL "T" C) FIGURE A LENGTH OF PANEL THICKNESS OF CONCRETE EXISTING TRANSVERSE JOINT CONCRETE REMOVAL. (PARTIAL LANE WIDTH) r7771 CONCRETE REMOVAL. (FULL LANE WIDTH) NOTE: FOR PAVEMENT REPAIR LOCATIONS. SEE SHEET 2-S {DRDESIGN145} dor31120 5/27/2008 2:17:52 PM 0 S ctlfP CA. CUSS SC EXISTING JOINT SEE DETAIL "A" 2'-6" I--0' P-0" VARIABLE WIDTH DOWEL BARS V-0" V-0" P-6" =2'-0" -2'-0" TIE BARS - 2-0" -2'-0" - 2'-0" OUTSIDE EDGE TIED TRANSVERSE JOINT DETAILS z 0 U LONGITUDINAL JOINT TRAFFIC FLOW N 0 z 2-6" V-0" V-0" VARIABLE WIDTH DOWEL BARS 18" MIN _1'-6" -2'-0" - 2'-0" TIE BARS -2-0" -2-0" - 2'-0" r 0 F f 0 0 [LONGITUDINAL JOINT TRAFFIC FLOW OUTSIDE EDGE TIED SKEWED TRANSVERSE JOINT DETAILS BOND BREAKER EXTEND REPAIR 2' FROM JOINT '} `=R LONGITUDINAL JOINT BOND BREAKER COMPOSED OF A THERMO-SETTING POLYURETHANE OF CLOSED CELL STRUCTURE OR STYROFOAM 30 LB. NON -PERFORATED BLACK FELT MAY BE SUBSTITUTED AT FULL DEPTH LONGITUDINAL JOINT WHEN APPROVED BY THE ENGINEER. JOINT MUST BE SEALED. LONGITUDINAL JOINT CUT OFF TIE BARS FLUSH WITH PAVEMENT MINIMUM 2 TIE BARS (IF LENGTH IS GREATER THAN 3' FROM EXISTING JOINT) DETAIL "A" NOTE: BAR SPACING MAY VARY DEPENDING ON LANE WIDTH. CONCRETE REMOVAL. (FULL LANE WIDTH) NO. 5 x 18" TIE BARS AT 48" CTRS. (LONGITUDINAL JOINT/ AND 24" CTRS. (TRANSVERSE JOINT) TO BE DRILLED AND GROUTED INTO EXISTING SLAB TAC MAX. LONGITUDINAL JOINT '110H 1" DIA. x 18" DOWEL BARS "T" = LESS THAN 8", 11/4" DIA. x 18" DOWEL BARS "T" = 8" TO 9", 11/2' DIA. x 18" DOWEL BARS "T" = 10" OR MORE DOWEL BARS TO BE DRILLED AND GROUTED INTO EXISTING SLAB. PLACE GROUT RETENTION DISK. SUPPORT DOWEL BARS IN HORIZONTAL POSTION UNTIL GROUT DRIES. Vie' MAX. IPROJECT W. 34-4(132) WET w. 2•T4 C.N. 42442 TRANSVERSE JOINT WITH JOINT SEALANT (NOT POURED) NEW SLAB IPMIXISTINGSLABa GREASE THIS SIOE ONLY NOTE: ALL DOWEL BARS WILL BE EPDXY COATED DETAILS OF DOWEL BAR GROUT RETENTION DISK (NYLON OR PLASTIC MATERIAL Me MIN. THICKNESS) NOTE: D = DOWEL DIAMETER (INCLUDING PROTECTIVE COATING) ALL DOWEL BARS WILL BE EPDXY COATED ' R. WEEP HOLE DRILL HOLES NOT TO EXCEED DIAMETER OF DOWEL BAR +%" EXISTING SLAB TRANSVERSE OR LONGITUDINAL JOINT WITH JOINT SEALANT (HOT POURED) NEW SLAB EXISTING SLAB NOTE: ALL TIE BARS WILL BE EPDXY COATED DETAILS OF TIE BAR LONGITUDINAL JOINT DETAILS OF DOWEL BARS NO. 5 x 18" TIE BARS TO BE DRILLED AALD GROUTED INTO EXISTING SLAB EXISTING SLAB I MI gal 111.1MI rEDGE OF SURFACING EDGE OF SURFACING DETAILS OF TIE BARS DRDESIGN145} dor31120 5/27/2008 2:17:28 PM a e V ego g Roadway Design Division 'YMCA CAOSS 8EC'DONO EXIST. CONC. PAVEMENT X 35° EPDXY ADHESIVE FROM APPROVED PRODUCTS LIST NO. 5 DEFORMED BAR EPDXY COATED EXIST. CONC. PAVEMENT DETAILS OF CROSS STITCHING EXISTING CONCRETE PAVEMENT (SEE SHEET 25 FOR LOCATIONS) 8.0" 5.7" 11.9" 9.8" 9.0" 6.5" 13.5" 11.5" 10.0" 7.0" 14.0" 12.5" 11.0" 8.0" 16.0" 13.0" 12.0" 8.5" 17.5" 14.0" 13.0" 9.5" 20.0" 18.0" 14.0" 10.0" 21.0" 18.0" NOTE: DEFORMED BAR SHALL BE 1" BELOW THE SURFACE WIDTH VARIABLE FROM GREATER THAN H/f TO APPROX. 1" TO 5/e' RECESSED JOINT SEALANT (HOT POURED) REMOVE ALL EXISTING CRACK SEALANT FULL DEPTH DETAIL OF TYPICAL TRANSVERSE AND LONGITUDINAL CRACK %" TO V2' (APPROX.) i/--- %a TO Ye RECESSED f- JOINT SEALANT (NOT POURED) ��- DIAMOND BLADE SAWING OR OTHER METHOD TO REMOVE ALL EXISTING JOINT SEALANT TRANSVERSE AND LONGITUDINAL JOINT DETAIL i PiOFCi •AO. SHEET W. 34-4(132) 2 -TS C.N. 42442 (DRDESIGN 145} dor31120 5/27/2008 2:17:05 PM ROW DESIGN ON NO OO MO Ws W 0-1 VV wV SZ DZ 6 9008;749 WOW PDS IZIMOUBU) O o_ HAS IN. GS DO NOT DISTURB DO NOT DISTURB STATIC*. SIDE DESCRIPTION 5+80.00 Lt. Underground Sprinkler Hood DO NOT DISTURB STATION SIDE DESCRIPTION 6+75.00 Rt. Perking Lot Light Pole 6+85.00 Rt. Business Sign on Brick Base 7+62.55 - 8+69.61 Lt. Retolning Mall 7+39.00 Lt. Rock. Shrubs and Flagpole 11+30.00 Lt. Blue Spruce Tree DO NOT DISTURB STATICN SIDE DESCRIPTION 12+14.00 Lt. Rock. Shrubs and ,root fence 13+10.00 Lt. Tree 13+59.00 Lt. Fence 13+94.00 Rt. Business Sign 13+95.00 Lt. Troo 14+50.00 Rt. Tree 14+68.00 Lt. Mood Post 15+00.00 Lt. Tree SEC 12—T7N—R1OW 5 ielURLINGTON CENTER SU':, !/)NISION TRACT NO. 1 WALGREEN CO.. AN ILLINOIS CORP LOT 2, BURLINGTON CENTER SUBDIVISION. TO THE CITY OF HASTINGS TE1 FOR DRIVE CONSTRUCTION 0 12.2 25' 50' SCALE TRACT NO. 2 TALAN PROPERTIES. LLC. A NEBRASKA LIMITED LIABILITY COMPANY THE EAST 100' OF LOT I, BLK 2, HAIRE'S ADD TO THE CITY OF HASTINGS. AND LOT 1. BURLINGTON CENTER SUED. TO THE CITY OF HASTINGS TEI FOR DRIVE CONSTRUCTION TE2 FOR SHAPING P6aeCI Nm 34 - 4 (132) ROD macer 39-4(132) LXATi x 7th St -9th St Hastings COMITY Adorns alert 42442 I°°"eos>Ber 3 FINALIZED PROJECT IIA RI PREVIOUS PROJ U-169(9) HASTINGS CITY PLATS TE3 FOR DRIVE CONSTRUCTION N LOT 2 LNn + U-, 0 0 O Ln M CO 0 00 + Ln 0 0 Ln Ln Ln 0 En + N O O 0 N + N r*1 0 0 Lb Ln 0 0 m N + N s__ Waal O O 0 Lf) iggronitTNI Jen ratinetanittimaingaiglil.". . NMI Sk ZZ EXIST HWY 34 Q/BURLINGTEN SAM SAN R..cd•m IU¢e .t WT 5.44.4 K.gE4515 J ' ROW D.ds•.n/.� e„24-,„24-,, %L 0 n% • A, •:, OF 1.0?1:'' D.:1 B.P...r,: i . 0•4814 A... le Ao.e ' . / Q. ",., , D•(. 6-244008 _r_) -c =c = SAN /4 SEC LTTE T V.- I-, N N O L0 LOT 3 LOT 4 SEC 12—T7N—R1OW TE TE FOR DRIVE CONSTRUCTION TRACT NO. 3 TIERONE BANK. A FEDERALLY CHARTERED SAVINGS BANK LOT 3. BURLINGTON NORTH SUBD. TO THE CITY OF HASTINGS URILINGTON NORTH SU (.0 O + N TE1 FOR DRIVE CONSTRUCTION 0 N Ln r -- LOT 2 TRACT NO. 4 BURLINGTON CENTER LIMITED PARTNERSHIP LOT 2. BURLINGTON NORTH SUED. A RE -PLAT OF PT OF ELKS 7, 8. & 9. ALEXANDER'S FIRST ADD & ALL OF LOTS 2. 3. 4 & 5. ALEXANDER'S SUBD OF BLK 10. ALEXANDER'S FIRST ADD. TO THE CITY OF HASTINGS DIVISION ROW DESIGN sr an 4. 44 Cl - Z.< ow w NV 1Z8Z 6 900z/OZ/9 6066006 (CIAaoaaO) • IF AS I[ ` S URLINGTON CENTER SUBDIVISION TRACT NO. 2 SEE ROW SHEET 3 LOT 1 O O O + o + O O U) 10 SEC 12-T7N-R1OW NOTE: SEE ROW SHEET 3 FOR DO NOT DISTURB NOTES TE4 FOR SIDEWALK 03 TRACT NO. 5 EUGENE L CRAFT & PAULINE S CRAFT. HUSBAND & WIFE -JT TENANTS S 25' OF THE E 154' OF LOT 5, BALLINGER'S SUBD OF LOTS 3 & 9 & THE N HALF OF LOTS 2 & 8, BLK 2, HAIRE'S ADD. & S HALF OF LOT 2. EXCEPT THE W 14' THEREOF, BLK 2, HAIRE'S ADD. TO THE CITY OF HASTINGS M N VO d' 01 00 O C3I N M .sr. r0 v'0) + • ...+ a + 0 N o N ‘rL/7`: ^ U) U) U1 LOT 1TE5 SHAPING TRACT NO. SEE ROW SHEET 3 LOT 2 TE1 DRIVE CONST HAIIBE'S AIDIDITION BLOCK 2 TRACT NO. 6 DENNIS E PELOWSKI & MARJORIE A PELOWSKI, HUSBAND & WIFE -JT TENANTS THE E 154' OF LOT 5, EXCEPT THE S 25'. BALLINGER'S SUBD OF HAIRE'S ADD. TO THE CITY OF HASTINGS 0 i2.5' 25' 50' TRACT NO. 7 NEVA W WOLFE. A SINGLE PERSON LOT 1, BALLINGER'S SUBD OF LOTS 3 & 9 & THE N1/2 OF LOTS 2 & 8, 8LK 2 HAIRE'S ADD. TO THE CITY OF HASTINGS ALLINGERS SUBD. m TE7 LOT 5 TE2 1p TEl LOT 1 (� DRIVE SHAPING CONST DRIVE c..+1L4-10C� ONST N O O M O N N Ln Om O 00 v0 v -O OUDO 1+0 +O +O In�lr1 �uTM�vO I ��IIIIYYIIIWIYYfiY� W HW'1(-54 t -/-B 5N . 4 SEC• LINE SLE TRACT NO. 8 OLIVER BIERMAN & JANET BIERMAN-JT TENANTS THE 5 54' OF LOT 4. 8LK 2, HAIRE'S ADD. TO THE CITY OF HASTINGS TE2 DRIVE Ln CONST LOT , TEl `.. SHAPING 0 M O • 0 Tr O In I. 4 15 zz wro,Ec, x6' 34.4(132) 1..2. AONELI 34 -4(132) LOCAIIah 7tSt-6th St Hastings CDL»,rc Adams caiga 42442 orn 4 FINALIZED PROJECT NO. PREVIOUS PROJ U-169(9) HASTINGS CITY PLATS TRACT NO. 9 BRENT 8 HINRICHS & ROGENE L HINRICHS. H&W, AS JT WITH RIGHTS OF SURVIVORSHIP THE N46' OF LOT 4 & THE S 40' OF LOT 5, BLK 2. HAIRE'S ADD. TO THE CITY OF HASTINGS TE1 DRIVE TE2 CONST SHAPING (3J Ore; O Q•in 0 CLO in NI Ln TE3 LOT 5 DR VE CONST (N(31 Ne d' . Tr: O Q;_ Q'OQ'U) •up CD in Tr U) U) It N AN A SAN LOT 2 TRACT NO. 4 SEE ROW SHEET 3 R..tee.a RigLi of Way R.w . FMELEL UER .�F NEO;:.- ''�' .. ROW Deipsr. /.MY-- ^� �Uv� CM y— ///.` O..ti(P Amu, Arne i•/ i ./1` O. 6202008 TE2 DRIVE CONST O O M O 0 L94 0 v O ia t _ f, �.o saa.�rawi.�rsm• v SHA C ,i' 1♦ TEZ.. •(.1 J SHAPING O O O0N + Q SEC 12-T7N-R1OW BURLINGTON NORTH SUBDIVISION O O o-)0 U) O 2 2 O LOT 1 TRACT NO. 10 BANK OF DONIPHAN LOT 1. BURLINGTON NORTH SUN, TO THE CITY OF HASTINGS TE2 DRIVE CONST 0 O 0 0 Q N U) O 0) PO Cr) Q0 O m0 0 rO O (.31 TE3 SHAPIN O 0 N M Lr IA O N p0 (44-1 c0 Cn + N • 00Tr Tr 0 0 in 6 TEl YE2 ORJ�NE ONS l r TE3 DRIVE CONST 0 O O + + + Tr O - M SHAPING V U) •- U) 631 U) N U) TRACT NO. 11 GREGORY N POPPE & CAMMIE C POPPE, H&W-JT TENANTS PT OF BLK 6, ALEXANDER'S ADD, TO THE CITY OF HASTINGS M O LO U) u TRACT NO. 12 .N (3J O O 0) O — O LADONNA J RADER. A MARRIED PERSON PT OF BLK 6, ALEXANDER'S ADD, TO THE CITY OF HASTINGS ROW DESIGN IbV 04 SGV dU:ii=Vyr, uh.'• ^b t(: bM1l,JnntH TRACT NO. 9 SEE ROW SHEET 4 16 AIRE'S ADDITION BLOCK 2 TRACT NO. 13 TIMOTHY J GANSKOW & KAREN S GANSKOW, HUSBAND & WIFE AS JT TENANTS THE N 3/5THS OF LOT 5, BLK 2, HAIRE'S ADD, TO THE CITY OF HASTINGS LOT 5 TE1 DRIVE CONST 0 O O In C0 M U, •cr NO+ O In +In -Ln 4.1 LOT 6 TRACT NO. J. ROGER COFFMAN LOT 6, BLK 2, HAIRE'S ADD SEC 12—T7N—R1OW HASTINGS niesaiw • 1 • O EXIST HWY 34 Q/BU'LINGTON AVE 1/4 SEC LINE • • a TEl DRIVE O CONST + (n TRACT NO. 12 SEE ROW SHEET 4 T ACT NO. 14 FEDERICO 0 GARCIA & BLANCA E GARCIA, HUSBAND & WIFE AS JT TENANTS PT OF BLK 6, ALEXANDER'S ADD, TO THE CITY OF HASTINGS BLOCK 6 K TRACT NO. DONALD D LUNSTRA & VICTORIA H LUNSTRA, HUSBAND & WIFE -JT TENANTS THE E96' OF THE W131' OF THE N100' OF BLK 6, ALEXANDER'S ADD ALEXANDERS ADDITION SEC 12—T7N—R1OW 0 12.5' 25' 50" SCALE ZZ NOTE: SEE ROW SHEET 3 FOR DO NOT DISTURB NOTES PnaJEEr ND. 34-4 (I Sa w. «w PRaEDT -4(132) LOEGTIW 7th St -9th St Hastings cwN,. Adams C04`°L 42442 me- 5 FINALIZED PROJECT W. PREVIOUS PROJ U-169(9) HASTINGS CITY PLATS R.,ia.x Ryle .f W.y ES,'" �.,.�('y /: '-,v'(�Ja .=' ROW D.djz.r. �� /�/ � JY f' l ey /. 17, th u s.n..t..r ! _ ap . Qualify ban, /Lent /v / t ...,, {1J. 6-244008 •.N 0 11 iVO..d61 OPTIONAL 51NGLE FLAGCER OPERATION ONE LANE CLOSED WITH FLAGGER TWO-WAY LEFT TURN LANE CLOSED W20-14-48 10' 11* i 8-34-2 AS REQUIRED TO PROHIBIT PARKING 1/3 L W20-14-48 0(0 ROAD RORK rum". An. Sap LJ 0' R8-34-24 IIN AS EOUIRE TO PROHIBIT PARKING G20-28-48 820-14-48 SHOULDER OR PARKING LANE CLOSED WORK IN CENTER OF ROAD WITH LOW TRAFFIC VOLUMES W20 -1A-48 W20 -SCA -48 A 1/3 L 0(0 ROAD WORK Aa4sem Das duly 020-2B-48 I/2 L TO 1 WI 80 END ROAD RORK Thai - Alfa Gouty G20-28-48 /2 L -81 1/2 1 TO 1 /3 1 /5 MPH a.ANO ABOVE OR 01-41-48 N13-1-24 3 -LANE ROADWAY ONE LANE CLOSED 20-14-48 ggi 1 -3L-48 W13-1-24 30 MPH 400 BELOW ROAD CLOSED 45 NEEDED 420-14-48 ROAD CLOSED R11-2-48 ROAD CLOSED A DWG TRAFFIC RII-4-60 ROA0 CLOSED TO lNRu tunic R11-4-60 ROAD CLOSED R11-2-48 F ROAD CLOSED AT DETOUR 010 ROAD RORK nw- Afnd4hy END ROAD WORK AYw ul Gm AO q 010 ROAD WORK 4 Arm See y LANE CLOSED N AR INTERSECTION (RIGHT LANE CLOSED) ROAD CLOSED Ono* �WEST� ROAD cum 0 (810 0000 Mt ANF Ol. OUR RI N34-60 1r }zoo• — M4-101-48 000 4••• 4, ALTERNATE ROAD CLOSED BEYOND DETOUR 3443a) F.3 C.N. 4a449 - LEGEND -041 FLASHING ARROW PANEL TYPE 111 BARRICADE a REFLECTORIZED PLASTIC DRUM OR TYPE 11 BARRICADE SIGN 0 42'CONES OR 28' TUBULAR POST TAPER FORMULA L = MERGING TAPER L/2 = SHIFTING TAPER L/3 = SHOULDER TAPER L = W x S FOR SPEEDS OF 95 MPH OR HIGHER L = 452 FOR SPEEDS OF 40 MPH OR LOWER L = MINIMUM LENGTH OF TAPER 5 = NUMERICAL VALUE OF POSTED SPEED LIMIT PRIOR TO WORK Y/ = WIDTH OF OFFSET GENERAL NOTES I. ALL BARRICADE AND SIGN LOCATIONS ON THIS PLAN ARE APPROXIMATE, AND MAY DE ADJUSTED TO FIT FIELD CONDITIONS. THE SIGNS SHALL BE INSTALLED SO AS NOT TO OBSCURE THE VIEW OF OTHER TRAFFIC CONTROL DEVICES. 2. MINIMUM WIDTH OF TRAVELLED LANE SHALL BE AS REQUIRED BY THE ENGINEER. 3. FLASHING ARROW PANEL REOUIRED ON ALL ROADWAYS WITH POSTED SPEED LIMIT 45 MPH OR HIGHER. 4. LONG TERM FLASHING ARROW PANELS IN URBAN RESIDENTIAL AREAS WHERE DIESEL ENGINE NOISE WILL BE DISRUPTIVE TO RESIDENTS, MAY BE REQUIRED TO OPERATE BY 120 VAC OR. IF SIGHT DISTANCE ALLOY'S A SOLAR POWERED ARROW PANEL MAY BE USED. 5. FOR SHORT TERM WORK (LESS THAN 24 HOURS)SIGN 020-2B-48 (END ROAD WORK, THANK YOU, DRIVE SAFELY) MAY BE OMITTED. 6. THE MAXIMUM SPACING BETWEEN CHANNELIZING DEVICES IN A TAPER SHOULD BE APPROXIMATELY EQUAL IN FEET TO THE SPEED LIMIT. WHERE USED ALONG THE WORK AREA, THE SPACING MAY BE INCREASED TO TWO S SPACING. ROAD TYPE MINIMUM DISTANCE BETWEEN SIGNS A URBAN (LOW SPEED - 25 MPH TO 40 MPH) 100 URBAN (HIGH SPEED - GREATER THAN 45 MPH) 350 NEBRASKA DEPARTMENT OF ROADS TRAFFIC ENGINEERING DIVISION TYPICAL TRAFFIC CONTROL PLAN DESIGED MJB REVIEWED TYPICAL URBAN TRAFFIC CONTROL PLAN 0 3 4PRROVEO DATE DRAWN 1/08 TRAFFIC 548(1(ER DATE . �.wlw '.e �.,,Jr•Joao.,. 000 ROAD WORK n..4 yn DanSu* KEEP War RIGHT A 14> us Ra¢ TEMPORARY ASW PAVEMENT W20 -IA -48 MARKING END ROAR WORK n.ne Rn AGS./y W20-14-48 LANE CLOSED NEAR INTERSECTION (LEFT LANE CLOSURE FORMING A TURNBAY) W20 -IA -98 1 A 520 -IA -98 A (ID ROAD WORK yA e,p An. bhp 620-28-48 44 ENO ROAD WORK Mae ye. AG Stay t R3 -1R-30 A 9-31-48 A /20-1 A-48 LANE CLOSED N AR INTERSECTION (RIGHT LANE REMAINS OPEN) ERD ROAD WORK That yr tea* Sty 620-26-48 7/20-IA- uw _A w20-SLA-4� A W4 -a-48 ERD ROAD WORK Thai re Ain A4 620-28-48 r� L. R3-2-24 (OPTIONAL) KEEP oar RIGHT R4 -TD -18 7120-5RA-48 W20 -IA -48 KEEP 607, RIGHT W20 -1A-48 R4 -78-I8 END ROAD WORK flat p as Stay 620-28-48 ``J R3-2-2 (OPTIONAL) tit Y4 A 4 LANE UNDIVIDED ROADWAY CENTER LANES CLOSED NEAR INTERSECTION 020-51A-48 W20 -1A-48 DID ROAD WORK That re AG Sty 620-20-48 ROAD CLOSED ROAD CLOSED DETOUR ALTERNATE ROAD CLOSED BEYOND DETOUR DID ROAD WORK Thad A:. as S✓y KEEP RIGHT 3-2-2 (OPTIONAL) 010 ROAD LORA Taal S.. Aim d✓.y 4 LANE DIVIDED ROADWAY CENTER LANES CLOSED NEAR INTERSECTION ROAD CLOSED ROAD CLOSED TO THRU TRAFFIC W20 120-5RA-48 4-2-48 n -I-49 1/2 L OPTIONAL CLOSUREURN S0IIV 00. 34-4(132) I END ROAD WORK n..e Ape Sally 620-21-48 CN. 42441 r3 -I-48 W20 - RI -1-36 RI -3-24 f IA -48 01-1-36 RI -3-24 OPTIONAL LEFT TURN LANE CLOSURE (onoosj ISOu1Nl (ouoozj (ROBIN) (8084) SAW TMS WMR 520 -IA -48 (onolol Sourol Ionooll KORTHI DETOUR' 11(10001 END ROAD WORK Vasa rem AU Sty ROAD CLOSED AT DETOUR (OPTIONAL LANE CLOSURE) DID ROAD WORK That P. as S./y 020-20-98 V3-1-48 48 TEMP 4 WAYWAY S 02O -5m-48 FOR SIGNAL WORK w20 -IA -48 LNU ROAD WORK n..ege. A4.SAy DIVIDED ROADWAY ONE LANE CLOSED NEBRASKA DEPARTMENT OF ROADS TRAFFIC ENGINEERING DIVISION TYPICAL TRAFFIC CONTROL PLAN 0ESIGAW MJB REVIEWED TYPICAL URBAN TRAFFIC CONTROL PLAN 23 APPROVED DATE DRAW 1/08 TR%FIC EKGIIEER DATE 1720-) A-4\ OA W20 -SLA -LB L 1/2L KEEP RIGHT R3-2-2 R4 -TB -18 (OPTIONAL) 44 i END ROAD WORK TL.A,- 11,4• 1•444 G20-28-48 WI 8R 25 SPACING 3-1-24 A 1 4 X% WU-I-24 ® W13 -I-24 35 MPH 30 MPH AND ABOVE ANO BELOW 20 -IA -48 TEMPORARY WHITE PAVEMENT MARKING 2' DASH - 6' GAP • 520 -IA -48 A R3 2-2 (OPTIONA 1 DID ROAD TORE That gee a4w LAy C20-28-48 t t A A FAN klki WI 81. ito 04-2R-48 W20 -SRA -48 • W20 -IA -48 4 LANE UNDIVIDED ROADWAY TWO LANES CLOSED NEAR INTERSECTION •I -4L-48 WI3-1-24 OR WI -3L-48 W13-1-24 35 MPH 30 MPH AND ABOVE AND BELOW 7120 -IA -48 W20 -$LA -48 WI -a -IS END ROAD WORK Thal re ass LAY G20-20-48 KEEP a RIGHTI R3-2-30 (OPTIONAL) I A 0 -IA -48 KEEP RIGHT R4 -T8 -IB ``J R3-2-2 (OPTIONAL) A 1 520 -IA -48 TEMPORARY YELLOW PAVEMENT MARKINGS 2'DASH 6'GAP 0 DOUBLE YELLOW CENTERLINE OR WI -LR -48 1713-1-24 35 MPH AND ABOVE A 171-3R-48 W13-1-24 30 MPH AND BELOW // A w20-74-48 KEEP RIGHT R4 -T8 KEEP a RIGHT CONTINUE AT 25 SPACING WHERE DROP-OFF EXIST NEXT TO TRAVEL WAY R4 -T8-18 r� R3-2-2 8 (OPTIONAL) 20 -IA -48 25 SPACING A TEMPORARY WHITE PAVEMENT MARKINGS 2'0ASH 6'GAP W20 -1A-48 W20 -IA -48 3-2-2 (OPTIONAL) END ROAD WORK Thud - aA. LAy, 020-28-48 R3 -TR 1/2 L OR I -4L-48 1713.1-24 -48 WI3-1-24 35 MPH 30 MPH AND ABOVE AND BELOW 04-2R-48 A W20 -SRA -48 A A w20 -1A-48 4 -LANE DIVIDED HALF CLOSED W20 -IA -45 lir-: W20-SLA-40 A _ / CRD ROAD WORE mat Rem afw K.AT G2048.40 OR 1/2 L TO L 25 SPACING rtri OR I.40-48 1713-1-24 35 MPH AND ABOVE 34-4(13z) C.N. 42442 e1 -3R-48 1713-I-24 30 MPH AND BELOW 0 WI -4L-48 48 W13-1-24 W13 -I-24 AND35 ABOVMPHE ANO30 BELOW 04-2R-48 END ROAD MORK ma',,. aA. L/y G20-28-48 I A t t �Z0-SRA-40 A 4 -LANE UNDIVIDED 2 LANES CLOSED W20-14-40 NEBRASKA DEPARTMENT OF ROADS TRAFFIC ENGINEERING DIVISION TYPICAL TRAFFIC CONTROL PLAN DESIGNED MJB REVIEWED TYPICAL URBAN TRAFFIC CONTROL PLAN 33 APPROVED BATE DRAWN 1/08 TRAFFIC ENGINEER DATE GENERAL NOTES 1. The locations of all aerial and underground utility facilities are not indicated on these plans. Underground utilities whether shown or not will be located and flagged by the utilities upon request of the contractor. No excavation will be permitted in the area of underground utilities until all such facilities have been located and identified to the satisfaction of all parties. The contractor shall be responsible for protection of all underground and aerial utilities and constructions. 2. All surface materials that are disturbed by excavation and backfilling operations shall be replaced and restored in kind equal to or exceeding the original condition, including sodding and seeding. 3. Linear measurements are taken between pole base and pull box centers and do not include allowances for mast arm lengths, vertical rises or splices. 4. Lighting conduit and traffic signal conduit may be laid in the same trench. 5. Traffic signal cable and detector lead-in cable shall not be broken and spliced between the controller cabinet and the cables final destination without the approval of the Nebraska Department of Roads Traffic Engineering Division. Approved splices shall only be made in cabinets, pull boxes, junction boxes, pole bases, and signal heads. Splices will not be allowed in earth, conduit, or exposed aerially. All splices shall meet the specification for Secondary Electrical Connections in Section 401.06 of the STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION. 6. Removal of the existing traffic signal interconnect and termination of the new interconnect shall be coordinated with Hastings Utilities. Contact Ron Sekora, 463-1371. QUANTITY 160 0 290 0 160 160 SHEET ITEM L.F.Remove Traffic SgnalCable ea }PUD Box Type PB•7 ea (Pug Box. Tyye PEI -8 L.F. 12inch Conduit in Trench L F ;2 inch Conduit Under Roadway___, L.F42 inch Conduit. Jacked L.F. i5fC#14AWG Traffic Signal Cable L F Grounding Conductor QUANTITIES ;REMARKS (15/C Pre -cast Polymer Concrete SPre-cast Po ymer Concrete ',includes Pull Rope includes Pull Rope Trenched or Jacked :Includes Pull Rope, Jacked or Bored iIMSA 19 or 20 I#BAWGBare Copper PULL BOX, TYPE 7 wolf snte Eva aro oat MCC PULL BOX, TYPE 8 wnn torK ACK laic CAW A(O'S 20 0 20 40 score feet 3 N ti vfgtC1 STPP-34-4(132) C.N. 42442 91E1 W. to 6 BURLINGTON AVE. S A (curia 1111 ... Remove Existing Troff lc Signal Interconnect, 5/C 1 Pull Into controller I -5/C I -GC sta. 4+55, Rt. Over Existing Intercomect Conduit I ea. Pull Box, Type PB -8 From pull box of sta. 4+55, Rt. to Sta. 6+00, Rt. Build Two 2 Inch Conduits with pull ropes and sweep elbows. In one conduit furnish aril Install 1-5/C Traffic Signal Coble 1 -Grounding Conductor NEBRASKA DEPARTMENT OF ROADS TRAFFIC ENGINEERING DIVISION TRAFFIC SIGNAL PLAN DESIQEO 9(F/ RETIE1w7R HASTINGS TTH ST. TO 9TH ST. DATE DRAIN 4/2008 TtUffIC ENGINEER DATE r�.og ova c+ i> ti 90ad;QEly r W£/roc 1£LQIjJV8l80 ICPOI:CI M. ( skit: W. STPP-34-4(132) I '7 C.N. 42442 20 0 20 40 scab feet BURLINITO AVE. ILINGTON AVE. II 11 Remove Existing Traffic Signal Interconnect. 5/C 1=r- 5 U tf SHEET QUANTITIES _QUANTITY yITEM 600_ LF !Remove Traffic Synal Cable 1 ea. IPu11Box.Type PB -7 1 _ 0 ea Pull Box. Type PB -6 994 I.E. 12 inch Conduit in Trench 206 LF @inch Conduit Under Roadvrdy _ - 0 I.E. I2inch Conduit, Jacked 600 L.F.15/C#14 AWG Traffx:S_gnal Cable ' 600 L F Grounding Conductor_ :REMARKS 11-5/C !Pre -cast Polymer Concrete iPre-cast Poymer Concrete !Includes Pull Rope Includes Pug Rape Trenched or Jacked _ jIncludes Pull Rope Jacked or Bored _ /IMSA 19 or 20 IFS AWG Bare Copper From Sta. 6+00 to Pull Box o Sto. 10+75. Rt. Build Two 2 inch Conduits with pull ropes and swoop elbows. In one conduit furnish and install 1-5/C Traffic Signal Cable 1 -Grounding Conductor Sta. 10+75. Rt. 1 oo. Pull Box. Type PB -7 9 - From Pull Box at Ste. 10+75. Rt. to Sta. 12+00, Rt. Build Two 2 Inch Conduits with pull ropes and swoop elbows. In one conduit furnish and Install 1-5/C Traffic Signal Coble 1 -Grounding Conductor NEBRASKA DEPARTMENT OF ROADS TRAFFIC ENGINEERING DIVISION TRAFFIC SIGNAL PLAN HASTINGS 7TH ST. TO 9TH ST. 10 INd 1.6.29:C 9092I0E/P 1.10000 I£LOIddtlH180) 12 14 ................ 20 0 scale 20 40 feat I--- `' C. �� ``'`'=tSi �wit r SA\ S Cr) 2 F— m IPROJECT Na $TPP -34-4(132) C.N. 42442 YCP W. 8 fr- a ilk ty \Ay BURLINGTON AVE. ...................... 152' stoww 1• SHEET QUANTITY ITEM 588LFaRemove Traffic Signal Cable 0 ea. !Pull Box. Type PB -7 1 ea 'Pull Box. Type PBS 617. L.F. 12 Inch Conduit in Trench 772 LF ,2inch Conduit Under Roadvsy 380 L F !2 inch Conduit. Jacked 590 . L.F. 5/0#14AWGTraficSgnalCable 590 L F Groundng Conductor, Remove Existing Traffic Signal Intercalnect, 5/C ar lar ff2Fiairlarna� � +� Pga l�iYl � ,7 raCi&I=EM =ME Wran p isawwr_�� -"1 QUANTITIES !REMARKS 15/C ,. 111,re-cat Poymer Concrete ... ,.. Pre -cast Polymer Concrete _. Includes Pull Rope _-_NOdudes Pull Rope TrenchedoNacked 1621. des Pull Rope. Jacked or Bored 4IMSA 19 or 20 #8 AWG Bare Copper From Sto. 12+00 to Pull Box at Sto. 17+84. Rt. Build Two 2 Inch Conduits with pull ropes and sweep elbows. In one conduit furnish and Install 1-5/C Traffic Signal Cable 1 -Grounding Conductor URL!NGTON AVE. •iii avail g .................. �:' Ii^:i"�•are>—sem tarit 190 Sto. 17+84, Rt. 1 oa. Pull Box. Type P8-8 Pull into controller I -5/C 1 -GC Fran New Pull Box to Existing Pull Box Build one 2 Inch Conduit with 5/C interconnect. NEBRASKA DEPARTMENT OF ROADS TRAFFIC ENGINEERING DIVISION TRAFFIC SIGNAL PLAN HASTINGS 7TH ST. TO 9T11 ST. V1/41d CL:zz:C DDOZTLL/r CL28CN00 (8901J3V211U0) 5 100' 5' SOLID YELLOW LINE WITH 5' DASHED YELLOW LINE, 6' GASH 18' GAP 5' SOLID WHITE LINE ARROWS, SEE DETAIL 50'P APPROx. R' LANES 14' I. 5' DOUBLE YELLOW LINE 5' DASHED WHITE LINE 6' DASH. 18' GAP 10 5•DASHED WHITE LINE 6' DASH. I8' OAP CENTER LANE( `LA 7" ONLY R3-98-24 5' SOLID YELLOW LINE WITH 5' DASHED YELLOW LINE. 6' DASH 18' GAP ARROWS, SEE DETAIL 12 L 15 CROSSWALK. SEE DETAIL PAQ£C1 UJ.I S"(� G. 34-411321 5' DOUBLE YELLOW LINE rA if i GENERAL NOTES S' DOUBLE YELLOW LINE I. ALL SIGN LOCATIONS Co THIS PLAN ARE APPROXIMATE. AND VAT BE ADASTED TO FIT FIELD COToITIDRS. THE SIGNS WALL BE INSTALLED A MINIe 7' MD.TTINC HEIGHT AND SO AS NOT TD CBSCURE THE VIEW OF OTHER IRAIFIC CONTROL DEVISES. SIGNING IS TO 8E INSTALLED BY STATE FORGES. 2. MINIMUM TROTH OF TRAVELLED LAIC SHALL BE A5 51NYv. UN,ESS APPROVED OTHERYISE BY THE ENGINEER. 3. ALL 5", 12' AN) 24" PERMANENT PAVEMENT MARK11OS SHALL BE POTUYEA PAVEMENT MARKIIILS. GROOVED. All. ARTOIS SHALL BS 'ET REFLECTIVE PREFORMED PAVEMENT MARKINGS TYPE 4. GROOVED. 4. ALL PERMUENT PAVEMENT MARKINGS SHALL DE INSTALLED 11111 snow AN) GRAWAL TR.WSISTIOMS AND ALIGNENTS. WHEN NECESSARY THE CONTRACTOR SHALL PREMARK THE PAVEMENT PRIOR 1D PLACING INN MARKINGS. 12' L CENTER ONLY 3-9B-24 PAVEM NT MARKING ARROW DETAIL ARROWS TO BE SPACED 8 TO 16 FT APART 5• DASHED WHITE LINE 6' DASH. 18' GAP GAP 100' 5' SOLID YELLOW LINE WITH 5' DASHED YELLOW LINE, 6' GASH I 8' GAP 5'SOLID WHITE LINE PERMANENT PAVEMENT MARKINGS INSTALLED IN GROOVES W.AYE Y!014 • 1USKI% Y.011.1' O. 14 'I pm/pox PASANT MININGI/-MLIIIW EOM 1114>15I 71 AR MILS AIA MIES D;PTN 6 CAME AS WI VSACIWIS WC. MAXIMUM GAP 48" CENTER OVER LANE LINES WHEN POSSIBLE 14' L APPROX. 14 LA MAXIMUM GAP SHOULD NOT EXCEED 2 TIMES THE WIDTH 111111E7 2' OF THE CROSSWALK MARKING MATERIAL. 6' MINIMUM 5• DASHED WHITE LINE 6' DASH. 1 B' GAP 5' SOLID YELLOW LINE WITH 5' DASHED YELLOW LINE. 6' DASH 10' GAP TYPICAL CROSSWALK MARKING DETAIL 12' STOP BAR IAS NEEDED/ GAP 5'SOLID WHITE LINE 100 C.N. 42442 C NEBRASKA DEPARTMENT OF ROADS TRAFFIC ENGINEERING DIVISION PAVEMENT MARKING PLAN DESIGNED MAD REVIEWED HWY 34 IN HASTINGS 0 APPROVED DATE DRAWN 4/08 TRAFFIC ENGINEER DATE or 00s10 OIvISlon N N 0 «OO «o CWN W=I 0z= wONM O001 NO. GENERAL NOTES: 1. A 72 HOUR BURN IS NOT REQUIRED ON INSTALLATIONS USING HPS LUMINAIRES. 2. FOR PULL BOX DETAILS. SEE STANDARD PLAN 914-R5. ALL PULL BOXES WITH METAL FRAME AND LID SHALL BE GROUNDED. UNLESS INDICATED OTHERWISE. 3. ALL CONNECTIONS IN PULL BOXES WILL BE MADE USING SUBMERSIBLE SECONDARY CONNECTORS MEETING ANSI C119.1 REQUIREMENTS. 4. ELECTRICAL CONNECTIONS IN POLE OR TRANSFORMER BASE SHALL BE MADE USING U.L. APPROVED. MULTI -CABLE. DUAL RATED. MECHANICAL CONNECTOR BLOCKS WITH ALLEN HEAD SET SCREWS. THE CONNECTOR BLOCK SHALL BE COMPLETELY ENCASED IN A SILICONE GEL OR FULLY SURROUNDED BY A MOLDED INSULATING COVER. CONNECTORS SHALL BE RATED 600 VOLTS. COMPRESSION TAPS AND TAPING WILL NOT BE ALLOWED. 5'-6" (TRUSS TYPE) THE CONNECTOR BLOCK MUST CONTAIN THE CORRECT NUMBER OF CABLE ENTRANCES TO ALLOW ONE 3'-6" (SINGLE MEMBER) CONDUCTOR PER WIRE HOLE AND MUST BE RATED FOR THE SIZE(S) AND TYPE(S) OF CABLE BEING USED. ANTIOXIDANT COMPOUND SHALL BE USED AND PROPER PROCEDURES FOLLOWED. THE ELECTRICAL CONNECTION, WHEN COMPLETE. SHALL BE FULLY INSULATED TO PREVENT ACCIDENTAL CONTACT WITH LIVE COMPONENTS. S. AN EQUIPMENT GROUNDING CONDUCTOR SHALL BE BONDED: (A) TO ALL POLES OR TRANSFORMER BREAKAWAY BASES. (8) AT ALL CONTROL CENTER SERVICE LOCATIONS. (C) TO ALL METALLIC NONCURRENT CARRYING COMPONENTS. (D) TO ALL GROUND RODS. 6. IN PULL BOXES, POLE BASES, JUNCTION BOXES AND CONTROL CABINETS, THE DIRECTION OF EACH CABLE RUN SHALL BE INDICATED BY ATTACHING A PERMANENT TAG OF RIGID PLASTIC OR NON-FERROUS METAL TO THE CONDUIT. TAGS SHALL BE EMBOSSED, STAMPED OR ENGRAVED WITH LETTERS N1' OR GREATER IN HEIGHT AND SECURED TO THE CONDUIT WITH NYLON OR PLASTIC TIES. IN INSTANCES WHERE THE CONDUIT OR CONDUIT ENTRANCES ARE NOT VISIBLE OR ACCESSIBLE. AS IN ANCHOR BASE INSTALLATIONS, A DIRECTION TAG SHALL BE ATTACHED TO EACH CABLE. 7. CONDUIT SHALL BE INSTALLED IN ACCORDANCE WITH SECTION 405 OF THE "STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION". 8. ALL METALLIC AND NONMETALLIC CONDUIT SHALL BEAR THE U.L. LABEL. 9. UNLESS INDICATED OTHERWISE IN THE PLANS: (A) ALL CONDUIT SHALL BE 11/2". (8) CONDUIT PLACED IN TRENCH OR UNDER THE ROADWAY SHALL 8E NONMETALLIC AND OF THE FOLLOWING TYPES AS DEFINED IN THE SPECIFICATIONS: PVC, FRE. CID OR NOPE. (C) NONMETALLIC CONDUIT SURFACED MOUNTED ON STRUCTURES OR USED AS RISERS SHALL BE SCHEDULE 80 PVC. (D) METALLIC CONDUIT WHEN USED SHALL BE TYPE ORS OR INC. (El GALVANIZED INTERMEDIATE METAL CONDUIT (IMC) MAY BE USED IN LIEU OF GALVANIZED RIGID STEEL CONDUIT (CRS). (F) CONDUIT PLACED IN GROUND SHALL HAVE A MINIMUM EARTH COVER OF 30" UNLESS INDICATED OTHERWISE. (G) ALL UNDERGROUND CONDUIT RACEWAYS TERMINATING IN PULL BOXES. LIGHT POLE BASES, BREAKAWAY TRANSFORMER BASES. PEDESTAL BASES. LIGHTING CONTROL CENTER CABINETS OR OTHER IN GROUND OR GROUND MOUNTED ENCLOSURES. SHALL ENTER THE ENCLOSURE VERTICAL TO THE EARTH'S SURFACE. ALL CONDUIT ENDS SHALL BE EQUIPPED WITH BELLS OR BUSHINGS TO PROTECT THE CABLE THEY CARRY FROM CHAFING OR ABRASION. 10. CONDUIT UNDER ROADWAY SHALL BE MEASURED FOR PAYMENT AS EXTENDING 1 FT. BEYOND THE EDGE OF THE ROADWAY SURFACE (INCLUDING SURFACED SHOULDERS). R. JACKED CONDUIT MAY BE EITHER METALLIC OR NONMETALLIC. 12. TRENCHING SHALL BE KEPT A MINIMUM OF 5 FT. FROM THE TRUNK OF EXISTING TREES. JACKING MAY BE REQUIRED UNDER THE CENTER OF LARGE TREES IN LIMITED SPACE. 13. ROUTING OF CONDUIT AND CABLE MAY BE ALTERED BY THE PROJECT ENGINEER. IF NECESSARY, TO SUIT FIELD CONDITIONS. 14. INSTALL SPARE BENDS AS SHOWN ON PLANS. SPARE BENDS MUST BE SECURELY CAPPED OR PLUGGED AT BOTH ENDS WITH FITTINGS OF THE CORRECT SIZE AND TYPE FOR THE CONDUIT BEING USED. 15. CONDUIT DRAINS ARE NOT REQUIRED. 16. LIGHTING CONDUIT AND TRAFFIC SIGNAL CONDUIT MAY BE LAID IN THE SAME TRENCH. 17. LUMINAIRES SHALL BE LEVELED AFTER POLE HAS BEEN INSTALLED ON FOUNDATION. LUMINAIRE MOUNTING BOLTS SHALL BE TORQUED TO MANUFACTURERS SPECIFICATIONS. 18. ROADWAY LIGHTING SYSTEM MUST MEET PROJECT ENGINEERS FINAL INSPECTION. ROADWAY LIGHTING SYSTEMS ARE NOT SUBJECT TO STATE OR LOCAL ELECTRICAL INSPECTION. ELECTRICAL WORK PERFORMED ON REST AREAS OR WEIGH STATIONS WILL REQUIRE AN ELECTRICAL PERMIT AND WILL BE SUBJECT TO A FINAL INSPECTION BY THE STATE ELECTRICAL INSPECTOR. 19. CONTACT UTILITY THREE WORKING DAYS PRIOR TO REQUIRING SERVICE CONNECTION OR DISCONNECT. 20. GROUNDING CONNECTIONS IN PULL BOXES AND JUNCTION BOXES SHALL BE MADE USING MECHANICAL CONNECTORS SPECIFICALLY DESIGNED FOR THE PURPOSE. 21. UNLESS INDICATED OTHERWISE IN THE PLANS: (A) CONVENTIONAL LIGHTING UNITS MAY BE INSTALLED USING EITHER CONCRETE OR POWER DRIVEN FOUNDATIONS. (B) ALL FOUNDATIONS USED ON A PROJECT SHALL BE OF ONE TYPE. 22. A LEGIBLE POLE IDENTIFICATION NUMBER CONSISTING OF THE POLE TYPE (EXAMPLE: SL -BT -40-12) TOGETHER WITH THE POLE MANUFACTURER'S NAME AND THE DATE OF MANUFACTURE (MONTH AND YEAR) WILL BE REQUIRED ON ALL NEW LIGHT POLES. THE POLE IDENTIFICATION NUMBER SHALL BE APPLIED TO THE POLE BY EITHER OF THE FOLLOWING TWO METHODS. (A) THE TOP OF THE POLE BASE SHALL BE STAMPED OR ENGRAVED WITH THE REQUIRED INFORMATION. (PRIOR TO GALVANIZING IN THE CASE OF STEEL POLES) (B) A DURABLE METAL TAG. STAMPED WITH THE REWIRED INFORMATION. SHALL BE SECURELY ATTACHED TO THE POLE BASE OR POLE SHAFT. THE TAG AND ITS' METHOD OF ATTACHMENT MUST BE APPROVED 8Y THE LIGHTING ENGINEER. MAST ARM LENGTH* TRUSS TYPE (OVER 8' LENGTH) SINGLE MEMBER (8' LENGTH OR LESS) PHOTO CONTROL 27" NANDHOLE 12" APPDX. 1 CODE FOR LIGHTING UNIT (SEE LIGHTING UNIT SCHEDULE)* MOUNTING HEIGHT STREET LIGHTING UNIT EXAMPLE: SL -A-45-15-0.40 A -ANCHOR BASE-/ 8T -BREAKAWAY TRANSFORMER BASE (MEETING 1994 (LASHTO CRITERIA) S -MOUNTED ON STRUCTURE NAST ARM LENGTH LUMINAIRE SIZE IN KW POLE DATA STYLE: CONVENTIONAL TYPE OF BASE* 1" MAX. PROJECTION GROUND LINE wi 4 SEE FOUNDATION DETAILS tO 6= OV 5- 2eo Ow ¢`m MOUNTING HEIGHT'H TYPICAL OF EXISTING LIGHTING UNITS (EP -1 THRU EP -4) T -BASE BOLT CIRCLE DESCRIPTION MOUNTING HEIGHT 25' & 30' 35' THRU 45' 50' TOP BOLT CIRCLE 10.0" TO 12.0" 10.5" TO 13.5" 13" TO 15 W BOTTOM BOLT CIRCLE 10.0" TO 12.0" 13" TO IS" 15" TO 17 %" RELOCATE EXISTING LIGHTING UNIT EXISTING LOCATION NEW LOCATION "W" REMARKS UNIT NO. STATION UNIT NO. STATION EP -1 7+37 - 40' RT. RP -1 7+51 - 41' RT. -- Q HWY US -34 EP -4 15+18 - 41' RT. RP -2 15+18 - 44' RT. -- Q HWY US -34 Q HWY US -34 7 7+59 - 41' RT. Q HWY US -34 8 7+14 - 45' LT. PULL BOX SCHEDULE UNIT NO. STATION TYPE REMARKS 1 6+80 - 40' RT. PB -5 Q HWY US -34 2 15+18 - 41' RT. P8-5 % HWY US -34 4 5+54 - 42' LT. Q HWY US -34 5 FUTURE DECORATIVE LIGHTING UNIT LOCATIONS UNIT NO. STATION REMARKS 1 4+75 - 41' RT. E HWY US -34 2 4+74 - 42' LT. Q HWY US -34 3 5+74 - 41' RT. E HWY US -34 4 5+54 - 42' LT. Q HWY US -34 5 6+73 - 41' RT. E HWY US -34 6 6+34 - 45' LT. Q HWY US -34 7 7+59 - 41' RT. Q HWY US -34 8 7+14 - 45' LT. Q HWY US -34 9 7+94 - 45' LT. Q HWY US -34 10 8+46 - 41' RT. Q HWY US -34 11 8+74 - 45' LT. Q HWY US -34 12 9+34 - 41' RT. Q HWY US -34 13 9+54 - 45' LT. Q HWY US -34 14 10+21 - 41' RT. E HWY US -34 15 10+34 - 45' LT. Q HWY US -34 16 11+04 - 41' RT. Q HWY US -34 17 11+35 - 45' LT. Q HWY US -34 18 12+06 - 41' RT. Q HWY US -34 19 12+31 - 45' LT. Q HWY US -34 20 13+08 - 41' RT. Q HWY US -34 21 14+10 - 45' LT. Q HWY US -34 22 13+23 - 45' RT. E HWY US -34 23 14+17 - 45' LT. Q HWY US -34 24 15+02 - 45' RT. Q HWY US -34 25 15+10 - 45' LT. Q HWY US -34 26 15+94 - 45' RT. E HWY US -34 27 16+06 - 45' LT. E HWY US -34 28 16+88 - 42' RT. Q HWY US -34 29 17+00 - 45' LT. Q HWY US -34 FINISHED GRADE CAP CONDUIT ENDS CONDUIT TERMINATION AT FUTURE DECORATIVE LIGHT POLE LOCATIONS (TYPICAL) I MACI n0. 34-4(1321 C.N. 42442 S'CE' NO. 10 LO©NTOUv G (DROESIGN145} d :31120 6/23/2008 9:21:06 AM oy Design Division N O «0 /Se0 way wai Swami UMW ts;° Qwow y SCHEDULE OF WIRING MATERIALS WIRE P. CABLE THE ELECTRICAL. MECHANICAL AND PHYSICAL PROPERTIES OF THE CONDUCTORS LISTED IN THE FOLLOWING SCHEDULE ESTABLISH THE MINIMUM ACCEPTABLE REQUIREMENTS FOR EACH OF THE LISTED APPLICATIONS. CONDUCTORS WHICH HAVE PROPERTIES THAT EXCEED THESE MINIMUM REQUIREMENTS MAY BE FURNISHED. AT THE CONTRACTORS OPTION. WITH THE ENGINEERS' APPROVAL. NO ADJUSTMENT IN THE CONTRACT PRICE WILL BE ALLOWED. UNLESS INDICATED OTHERWISE ALL CONDUCTORS SHALL BE SINGLE CONDUCTOR, STRANDED COPPER U.L. LISTED, GOOV. WITH SIZE OF CONDUCTOR AND TYPE AND COLOR OF INSULATION AS LISTED BELOW. ONE PHASE CONDUCTOR MUST, AT THE TIME OF INSTALLATION. BE PERMANENTLY IDENTIFIED AS THE LINE 2 (RED) CONDUCTOR AT EACH END AND AT EVERY POINT WHERE THE CONDUCTOR IS ACCESSIBLE, IDENTIFICATION WILL BE ACCOMPLISHED BY (A) COLORING THE EXPOSED INSULATION RED (B) MARKING THE EXPOSED INSULATION WITH RED TAPE. SERVICE ENTRANCE: TYPE USE OR 1(HHW, NO. 6 AVG EQUIPMENT GROUND: BARE OR INSULATED. NO. 6 AVG POLE: N0. 12 AVG. THW OR THWN. BRANCH CIRCUIT FEEDERS. INCLUDING NEUTRALS: COLOR CODES: BELLE USE OR XHHW (IF PLACED IN CONDUIT) USE OR OF (IF DIRECT BURIED). NO. 6 AVG "NEUTRAL" - WHITE OR GREY: "INSULATED EQUIPMENT GROUND" - GREEN. "LINE 1" - BLACK "LINE 2" - RED © BASEPLATE 15" FIXED BOLT CIRCLE 11/e" DIA. OPEN HOLE FINISHED GRADE I�z ATTACH GROUNDING CONDUCTOR TO GROUNDING LUG IN POLE OR TRANSFORMER BASE �/i' CONDUIT ELBOW FOR GROUND CONDUCTOR GROUND ROD S/e' x 10' MIN. COPPER CLAD. ONE PIECE IW" CONDUIT ELBOW FOR FEEDER CABLES 292' x 18" CONDUIT ENTRANCE (2 AT I80°) SHAFT HELIX PILOT • DIRECTIONAL TAG ATTACHED TO CONDUIT CARRYING II 1 111" II THE CONDUCTORS LUMINAIRE INLINE FUSE POLE LINE I LINE 2 -- EQUIP. GRND. POLE WIRING SCHEMATIC (240 VOLT -2 WIRE) NOTES: FOUNDATION SHOWN IS OF A "HELIX/PILOT" DESIGN. FOUNDATIONS OF A "KEY -HOLE" DESIGN AND MEETING OR EXCEEDING ALL OTHER REQUIREMENTS ARE EQUALLY ACCEPTABLE. FOUNDATION MUST BE INSTALLED PRIOR TO TRENCHING AND WITHOUT PILOT HOLE. FOUNDATION MUST BE INSTALLED WITH BASEPLATE LEVEL AND FLUSH WITH FINISHED GRADE. ANY DEVIATION FROM ABOVE INSTALLATION PROCEDURES MUST BE APPROVED BY ENGINEER. STREET LIGHT FOUNDATION DATA MOUNTING HEIGHT A B C UP TO 30' S'-0" 1'-6" 8" 31' TO 40' 6'-0" 1'-6" 8" 41' TO 50' 7'-0" ('-6" 8" FOUNDATION SHAFT: ASTM A53 SCHEDULE 20, GRADE B. OR ASTM A252. GRADE 2. 0.25 WALL THICKNESS. BASE PLATE: ASTM A36 HELIX: ASTM A29 PILOT: ASTM 575 GALVANIZE FOUNDATION PER ASTM A123 AFTER FABRICATION. HARDWARE HEX HEAD BOLTS: ASTM A326: GALVANIZED ASTM A153 HEAVY HEX NUTS: ASTM A563 GRADE D OR OH: GALVANIZED ASTM A153 WASHERS: ASTM F436: GALVANIZED ASTM A153 POWER INSTALLED FOUNDATION SECONDARY CONDUCTORS -;411.14111 � k #01* 1fir jr 'r100 111) 4 RANGE TAXING ROCKET CAP/SLEEVE (ALL CABLE ENTRANCE HOLES) EPOM WATERPROOF COVER RUBBER PLUG ENTRANCE TO ALLEN HEAD SET SCREW CONNECTOR MANUFACTURING CO TYPE SSBC 350-L OR HMC MANUFACTURING CO. TYPE RAG I/O ERITECH ESP-UPP 350-10. ILSCO -Pao -350 -SS -OB OR APPROVED EQUAL SUBMERSIBLE TYPE MECHANICAL CONNECTOR MEETING ANSI 119.1 REQUIREMENTS URD CONNECTOR IN PULL BOX BOLT CIRCLE 15" ANCHOR BOLTS 1" DIA. ANCHOR BOLT PROJECTION 27/f' FINISHED GRADE BELL ENO FOUNDATION MUST BE FLUSH WITH FINISHED GRADE SLD • i N PROJECT W. 34-4(132) C.N. 42442 TRANSITION SLOPE SLOPE APPROX. 5' VARIES I I I I I I I I t_),_1 6L0 3E' TRANSITION SLOPE LIGHT POLES LOCATED ON SLOPE STREET LIGHT FOUNDATION DATA MOUNTING HEIGHT A 0 STEEL CONCRETE UP TO 30' 2'-0" 5'-0" 50 L0. 0.58 CU. YDS. 31' TO 40' 2'-0" 5'-6" 55 LB. 0.64 CU. YDS. 41' TO 50' 2'-6" 6'-0" 63 LB. 1.10 CU. YDS. CONCRETE CLASS "47B-3000" REINFORCING STEEL: GRADE 60 ANCHOR BOLTS GALVANIZED: I' DIA. AASHTO M314, GR.55) HEAVY HEX GALVANIZED NUTS: (AASHTO M291. GR A) FLAT WASHERS GALVANIZED: (AASHTO M2931 I" CHAMFER ATTACH GROUNDING CONOUC OR TO GROWLING LUG IN POLE OR TRANSFORMER BASE %" CONDUIT FOR GROUND CONDUCTOR GROUND ROD °°/d. x 10'-0" MIN. COPPER CLAD ONE PIECE 191i' CONDUIT FOR FEEDER CABLE 6-N0.6 BARS 4-N0.4 BARS CONCRETE FOUNDATION GALVANIZED 8" MINIMUM F�- ANCHOR BOLT DETAIL LTE' NO. LO NTOM {DROESIGNI45} d (31120 6/23/2008 9:22:08 AM y Design Division N N 0 NO O MO KNO WN W412 UW1� OVIM DIN OCul PON i X 13UNC GTRANSFO ROUNDING MERFITTING\ \: OPPER GROUND WIRE CONNECTOR MANUF. CO. TGC2 OR ERITECH SN2SON OR BLACKBURN TTC3 OR BURNDY E00632C OR APPROVED EQUAL OR GROUND WIRE SERVIT POST POLE GROUNDING CONNECTORS ERITECH SSPS OR BURNOY KC2282 OR APPROVED EQUAL NO. 12 COPPER WIRE INLINE FUSE TB" PIG -TAIL, NO. 12 TO LUMINAIRE BUSS FNM 3.5 AMPS COPPER WIRE LITTLEFUSE FLM 3.5 AMPS GOULD TRU 3.5 AMPS OR APPROVED EW AL -■■ulll�■! !�Ilw.■ FUSEHOLDER AND DISCONNECT BUSS HES-AA LITTLEFUSE LEB-AA GOULD GEB -AA OR APPROVED EQUAL NOTE: (GROUND ROD) ERITECH 6158000R BLACKBURN 6260 OR APPROVED EQUAL SEE GENERAL NOTE NO. 4 FEEDER CARL CONNECTOR MORE. CO. W8585-WB58 OR ERITECH HDC 58-ND58R OR BLACKBURN JABSBH OR BURNOY GKP635 OR APPROVED EQUAL MECHANICAL CABLE CONNECTOR HMC SL3-2K UTILCO SLC -3-0C OR APPROVED EQUAL CONNECTIONS FOR NON -BREAKAWAY INSTALLATIONS GROUND ROD CLAMP FOUNDATION MUST BE FLUSH WITH FINISHED GRADE STUB OF BREAKAWAY SUPPORT 4" MAX. ANY SUBSTANTIAL REMAINS OF A BREAKAWAY DEVICE. AFTER BEING BROKEN AWAY. SHALL NOT PROJECT MORE THAN 4 INCHES ABOVE A 60 -INCH CHORD ALIGNED RADIALLY TO THE CENTERLINE OF THE HIGHWAY AND CONNECTING ANY POINT, WITHIN THE LENGTH OF THE CHORD. ON THE GROUND SURFACE ON ONE SIDE OF THE SUPPORT TO A POINT ON THE GROUND SURFACE ON THE OTHER SIDE. OU LINE BREAKAWAY SUPPORT STUB CLEARANCE DIAGRAM MCC NO. 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MEM= {DRDESIGN206F dor2028 6/23/2008 2:27:42 PM Roadway Design Owls CROSSWALK j CROSSWALK i ( CROSSWALK TYPE I RAMP LOCATION POINT FLOW LINE OF GUTTER TYPE II 1', 4' DETECTABLE WARNINGS RAMP 1♦liA7ii?Lrj, RAMP WING 7-7 .p.tpt•'t•• --I —Ott SIDEWALK OBSTACLE A TOP OF CURB u x RAMP FLARE i.. s 10% MAX, SLOPE B -J o INDICATES 1" EXPANSION JOINT TYPICAL CURB RAMP DETAIL yIN I4 1 MIN. TYPE III RAMP WING (6"/FT. SLOPE) DETECTABLE WARNING 4' MIN. TYPE IV BROOMED SURFACE 4' MIN. RAMP FLARE 10%, MAX SLOPE SECTION A -A TYPICAL RAMP CROSS SECTION DETECTABLE WARNINGS RAMP WING FLOW LINE OF GUTTER CURB TRANSITION (RAMP WING) IN. RAMP RAMP FLARE SIDEWALK 3" CONC. LIP CURB (SEE DETAIL SIDEWALK 1" LIP CURB SECTION D—D TYPICAL RAMP CROSS SECTION (SHOWING CURB TRANSITION) i�i�i�•i -4-'47‘4 a: 1" LIP CURB FLOW LINE OF GUTTER o INDICATES 1" EXPANSION JOINT MEDIAN CROSSING LEGEND DETECTABLE WARNINGS TINED CURB RAMPS BROOMED RAMP WINGS S FLARES MILLED CONCRETE GRASS OR NON WALKING SURFACE CURB TRANSITION a'. IN NOTE: CURB TRANSITION (RAMP FLARE) CROSSWALK 4' MIN. -4111 30i1 RAMP LENGTH WITH 2" RISE 4y TYPE V 5'-6" MIN. C _C 4' RAMP LENGTH WITH 3" RISE 4' MIN. MANEUVERING SURFACE LENGTH 2% — 6' MIN. (5" RISE) TINED 2'-0" 8.3X MAX SLOPE 8„ a ;X JOINT SEALANT (HOT POURED) CROSSWALK j 4' 5' , 30" RAMP LENGTH WI TN 2" RISE C , 3" CONC. LIP CURB (SEE DETAIL) TYPE VI T"! TINED SURFACE 1" PREFORMED EXPANSION JOINT FILLER SECTION B—B TYPICAL RAMP PROFILE — MILL CONCRETE CURB TO THIS LINE COMBINATION CONCRETE CURB AND GUTTER MAY BE REMOVED AND REPLACED IN LIEU OF MILLING. CURB REMOVAL DETAIL VARIES (SIDEWALK WIDTH) N 0 ti W ti VARIES 1 TOP OF CURB 1" LIP CURB (8.3% SLOPE) ml,. I' -O" 3" CONCRETE LIP CURB DETAIL (SIDEWALK WIDTH) °:::::::::::::::::::::: :•: •.•e • e ess • s•• e• e DETECTABLE WARNING DOME ALIGNMENT C I PROJECT Iq. 34-4(1321 C.N. 92442 CROSSWALK I I WET W. 1' monra C 6' 5' 6 OBSTACLE TYPE VII CURB RAMPS, TYPE VI & WI CURB RAMP, TYPE V TINED SURFACE RAMP 1 „L„ TINED SURFACE RAMP 2 RISE - NOTES: 8,3X. MAX SLOPE tilMir 8.3% MAX SLOPE CURB RAMP RISE "L" RAMP 1 RAMP 2 TYPE V 3" VAR. N/A 4' TYPE VI 3" 5' 4' 4' TYPE VII 5" 5' 6' 6' SECTION C -C TYPICAL RAMP CROSS SECTION THE NORMAL GUTTER LINE PROFILE SHALL BE MAINTAINED THROUGH THE AREA OF THE CURB RAMP, THE SURFACE OF ALL CURB RAMPS SHALL BE TINED TRANSVERSELY TO THE SLOPE OF THE CURB RAMP. THE TINES SHALL PRODUCE GROOVES APPROX- IMATELY,V" WIDE AND Ms" DEEP ON %" CENTERS. ALL FLARES AND WINGS SHALL BE BROOMED. CARE SHALL BE TAKEN TO ASSURE A UNIFORM GRADE ON THE CURB RAMP. FREE OF SAGS AND SHORT GRADE CHANGES. THE RAMP FLARES SHALL BE CONSTRUCTED WITH A 10% SLOPE AT RIGHT ANGLES TO THE SLOPE OF THE CURB RAMP, TYPES (I, III & IV. THE SLOPE OF SIDEWALKS APPROACHING CURB RAMPS (OR THEIR FLARES) SHALL BE FLAT ENOUGH TO PROVIDE RECOVERY AREAS FOR WHEELCHAIRS ENTERING OR EXITING THE RAMPS. THE WORK OF CONSTRUCTING THESE RAMPS SHALL BE MEASURED AND PAID FOR AS A PART OF THE MORK FOR "CONCRETE SIDEWALKS", "CONCRETE MEDIAN SURFACING" OR "CONCRETE BIKEWAY". THE WORK OF MODIFICATION OF NEW OR EXISTING CURB WILL NOT BE PAID FOR DIRECTLY, BUT MILL BE CONSIDERED SUBSIDIARY TO OTHER ITEMS OF WORK FOR /WHICH DIRECT PAYMENT IS MADE. DETECTABLE WARNINGS SHALL BE A PANEL FROM THE APPROVED PRODUCT LIST, SHALL BE A CONTRASTING COLOR TO THE SURROUNDING SURFACING AND EXTEND THE FULL WIDTH OF THE 1" LIP CURB. ON THE RADIUS THE CORNERS SHOULD BE LOCATED SO THAT THEY ARE 6" TO 8" FROM THE BACK OF CURB. * INDICATES 2X SLOPE TOWARDS STREET. CURB RAMPS E:aseK SHEET I OF I SP CDAL PLANJ_C )ESIGN28} dor13131 411612008 12:39:26 PM C N Vd 0- m n' -w in Q0= PIPE DIA. (IN.) MIN. X" VALUE 15 2'-O" 18 2'-3" 21 2'_9 , 24 3'-0" 30 3,-6" 36 4'-0" 42 4'-6" 48 5'-0" W403 INLET QUANTITIES "X" VALUE GRATE TYPE "A" "r=3-0" "Y1"=3' -O" GRATE TYPE "B" ''Y"=3'-6" "Y1"=3'-6" GRATE TYPE "C" "Y0=2'-6" ..Y1,.=4' -O" GRATE TYPE "0" "Y''=1'-8",' Y1"=3'-8" GRATE TYPE "E" ''Y"=2'-0" "Y1"=2'-0" GRATE TYPE "F" ''Y"=1'-6" "Y1"=1'-6" CONCRETE (CU. YDS.) STEEL (LBS.) CONCRETE (CU. YDS.) STEEL (LBS.) CONCRETE (CU. YDS.) STEEL (LBS.) CONCRETE (CU. YDS.) STEEL (LBS.) CONCRETE (CU. YDS.) STEEL (LBS.) CONCRETE (CU. YDS.) STEEL (LBS.) 2'-0" 1.2 65 1.4 80 1.3 70 7.0 60 0.8 40 0.6 35 2'-6" 1.4 65 1.6 85 1.5 75 1.2 60 0.9 45 0.7 40 3'-0" 1.6 80 1.8 105 1.7 90 7.4 75 1.1 55 0.8 45 3'-6" 1.7 85 2.0 110 1.9 95 1.5 80 1.2 55 0.9 50 4'-0" 1.9 100 2.2 125 2.1 110 1.7 90 1.3 65 1.1 60 4'-6" 2.1 700 2.4 130 2.2 115 1.9 95 1.5 70 1.2 60 5'-0" 2.3 175 2.6 145 2.4 130 2.0 110 1.6 80 1.3 70 5'-6" 2.5 120 2.8 150 2.6 135 2.2 110 1.7 80 1.4 70 6'-0" 2.6 135 3.0 170 2.8 150 2.3 125 1.9 90 1.5 80 6'-6" 2.8 140 3.3 175 3.0 155 2.5 130 2.0 95 1.6 85 7'-0" 3.0 150 3.5 790 3.2 170 2.7 140 2.1 105 1.7 90 A 8" T "yl„ 8" A i PLAN VIEW SECTION B -B SEE DETAIL 'A" (TYP.I 8" .17:1 8" -W403 • Y 2 00 SECTION A -A W403 BENDING DIAGRAM 11/4 S S DETAIL "B" USE FOR PLACEMENT OF DIACONAL BARS ONLY 3" FOR GRATE TYPES "A", "B" AND "C" 3" FOR CRATE TYPES "E" FOR CRATE TYPE "D" FOR GRATE TYPES "F" DETAIL "A" NOTES: I no.tcl ix. $'€z w. 34-4(132) 18 C.N. 02992 IN NO CASE SHALL THE SPAN OF THE PIPE PLUS THE ADDITIONAL ALLOWANCE FOR THE SKEW OF THE PIPE BE GREATER THAN THE "Y" OR "Y1" DIMENSION OF THE INLET WALL IT IS INTENDED TO PENETRATE. ALL CONCRETE USED SHALL BE CLASS 478-3000 AND SHALL BE PAID FOR UNDER THE ITEM "CLASS 478-3000 CONCRETE FOR INLET AND JUNCTION BOX". ALL REINFORCING STEEL USED SHALL BE EPDXY COATED AND SHALL CONFORM TO THE REQUIREMENTS OF ASTM DESIGNATION A615, GRADE 60. ALL REINFORCING STEEL SHALL BE NO. 4 BARS AT 12" CENTERS (MAX.) UNLESS NOTED OTHERWISE. PLACE DIAGONAL REINFORCING AROUND PIPE OPENINGS AS SHOWN IN DETAIL "B". THE MINIMUM COVERING, MEASURED FROM THE FACE OF THE CONCRETE TO THE SURFACE OF ANY REINFORCING BAR, SHALL BE 2", EXCEPT AS SHOWN. FIELD BEND AND/OR CLIP REINFORCING STEEL TO ALLOW FOR MINIMUM CLEARANCE AND TO CLEAR PIPE OPENINGS. THE CAST IRON GRATES AND FRAMES SHALL CONFORM TO THE SPECIAL PLAN AND STANDARD SPECIFICATIONS AND SHALL BE PAID FOR UNDER THE ITEM "CAST IRON GRATE AND FRAME". EXCAVATION, BACKFILL AND DIAGONAL REINFORCING STEEL SHALL NOT BE PAID FOR DIRECTLY, BUT SHALL BE CONSIDERED SUBSIDIARY TO OTHER ITEMS FOR WHICH PAYMENT IS MADE. NO DEDUCTIONS HAVE BEEN MADE IN THE QUANTITIES FOR PIPE OPENINGS. ALL PIPES USED SHALL BE ROUND CORRUGATED METAL, REINFORCED CONCRETE, OR PLASTIC PIPE. SEE SHEET 2 OF 2 FOR CRATE DETAILS. AREA INLET WITH GRATE SHEET 1 OF 2 SPC ©DM= PLAT 2C 8 N N LL 0" "'7 W Npx 1%" (TYP.) �l �1 %" (TYP I p e. 6 6 6 6 6 6 1 '< 1% 1 1 6 6 j T —L 4„ FLOW —re J \I " 3'-O" 3„ 3,_6„ _i 4„ r L ni `15; 1", P N C \I / M M b M rte\ M &h� GRATE TYPE "A" CLEAR OPENING 5.1 SO. FT. WEIGHT CAST IRON 745 LBS. 3'-11%" 3"I 3 -8" 4 -2" FLOW GRATE TYPE "D" CLEAR OPENING 3.4 SO. FT. WEIGHT CAST IRON 555 LBS. 1%" (TYP.) 1 (TYP.) 3" (TYP.) 1 _I 11%" (TYP-.1 i%" GRATE TYPE "B" CLEAR OPENING 6.6 SO. FT. WEIGHT CAST IRON 990 LBS. 1%" (TYP.) 1" (TYR.) all11110117 iiu,r I 2'-2%" 2'-6" GRATE TYPE "E" CLEAR OPENING 2.3 SO. FT. WEIGHT CAST IRON 265 LBS. t .77 3" (TYP.) 1%" (TYP.) 1%" ( .1 1%" (TYP.) EMIL w w w6 f EYLV° 2" P-8" 2'-0" F'. 2" GRATE TYPE "F" CLEAR OPENING 1.3 SO. FT. WEIGHT CAST IRON 175 LBS. (TYP.) iI 1" (TYR.) 39-9(132) 9 C.N. 92992 � /€66£'1111i£1kii 1'f1 1e G� FLOW 3„ 3'-6" 3" _i 4„ r MVOM 1", P N C \I O C t.^ - i - r b M 3" (TYP.) 1 _I 11%" (TYP-.1 i%" GRATE TYPE "B" CLEAR OPENING 6.6 SO. FT. WEIGHT CAST IRON 990 LBS. 1%" (TYP.) 1" (TYR.) all11110117 iiu,r I 2'-2%" 2'-6" GRATE TYPE "E" CLEAR OPENING 2.3 SO. FT. WEIGHT CAST IRON 265 LBS. t .77 3" (TYP.) 1%" (TYP.) 1%" ( .1 1%" (TYP.) EMIL w w w6 f EYLV° 2" P-8" 2'-0" F'. 2" GRATE TYPE "F" CLEAR OPENING 1.3 SO. FT. WEIGHT CAST IRON 175 LBS. (TYP.) iI 1" (TYR.) 39-9(132) 9 C.N. 92992 � 4 44446644444 G G� FLOW 3„ 2,_6„ 3" r MVOM 1", P N C \I %i -' Mg M GRATE TYPE "C" CLEAR OPENING 5.5 SO. FT. WEIGHT CAST IRON 825 LBS. NOTE: THESE GRATES ARE NOT TO BE USED IN AREAS THAT ALLOW BICYCLE TRAFFIC. AREA INLET WITH GRATE SHEET 2 OF 2 SPECIAL D1 L PLMI 2© x 0 m 0 0 r co c bars- 0 g bars -i PLAN OF JUNCTION BOX I P_8" f bars L* —e bars * cL Manhole O Field bend to match a and c bars I Z X Y Y1 T Reinforcing Steel Data Manhole Step (Typ.) — c barsuzaa Quantities i ID x c d e f g Reinforcing Cast Iron size spa length 1'-3" T e bars f bars Y I'3' T SECTION A -A O g bars a PLAN OF LID e bars I'_8" * —f bars aS a bars 0 g bars "-3" II T bars 1-3 e bars Yl T f SECTION B -B 0 g bars co O g bars a bars Y+2T PLAN OF FLOOR WV zver, L eooUv3/9 seoJop { zaparer aal DETAIL A NOTES This plan Is not for use with Junction boxes under traffic. All concrete used shall be class 478-3000 concrete and shall be paid for under the Item "Class 478-3000 Concrete for Inlet and Junction Box". All reinforcing steel used shall be epoxy coated and shall conform to the requirements of ASTM designation A615/A6I5M, grade 60 and shall be paid for under the item "Epoxy Coated Reinforcing Steel for Inlet and Junction Box". The cast Iron manhole ring and cover shall be a Deeter 1156 or approved equal and shall be paid for under the item "Cast Iron Cover and Frame". The manhole ring and cover may be omitted at the discretion of the Project Engineer or If noted on the plans. The manhole steps shall be 10" weather resistant copolymer polypropylene steel reinforced Press -Seal Gasket manhole steps or approved equal. The manhole steps shall not be paid for directly, but shall be considered subsidiary to other Items for which payment Is made. The manhole steps shall be Installed when the X value Is greater than 4'-0", evenly spaced, starting from the top of the lid and continuing downward at 1'-4" centers (max.) to the floor of the junction box. They shall also be centered under the manhole opening The minimum covering, measured from the face of the concrete to the surface of any reinforcing bar, shall be 2" unless noted otherwise. Field bend and/or clip epoxy coated reinforcing steel to maintain minimum covering and to clear pipe openings. No deductions have been made In the quantities for pipe openings. Diagonal reinforcing bars shall be placed around pipe openings as shown in Detail A These diagonal bars are not paid for directly, but shall be considered subsidiary to other Items for which payment Is made. All preparation, materials, equipment, tools, labor and incidentals necessary to complete the work that are not paid for directly shall be considered subsidiary to other Items for which payment Is made. StationConcrete X Y Y1 T Reinforcing Steel Data Quantities a b c d e f g Reinforcing Cast Iron size spa length size spa length size spa length size spa length size spa length size spa length size length (ft) (in) (ft) (in) (ft) (in) (in) (in) (ft) (In) (in) (ft) (in) (in) (ft) (In) (In) (ft) (in) (in) (ft) (In) (In) (ft) (in) (ft) (In) (CV) Steel (LB) (LB) 6+60.00 Rt. 6 0 3 0 4 0 6 4 12 5 5 4 12 3 4 4 12 5 5 4 12 4 4 5 12 3 8 5 12 4 8 4 2 6 26 225 335 REINFORCING STEEL NOTE: g bars to match a bars and c bars. STOW SEWER ... 1•1111‘ I hi Total weight = 335 L8 DETAIL OF CAST IRON COVER AND FRAME CN42442KJM.DON vJV 90 £S 0 60006/e .00L0P (eBooweao} Concrete collar co,Qj ,0 c° a e' oOO�r ar app I ISOMETRIC VIEW iV 6" 3-401 3-401 402 405 or 406 ELEVATION BAR SETS MARK NO. BARS / SET NO. SETS MIN. LENGTH MAX. LENGTH 402 2 2 2'-7%2" 3'-6" 405 3 2 2'-1" 2'-71/2" 406 4 2 2'-1" 2'-93/4" BILL OF BARS MARK NO. LENGTH PIPE 401 10 2'-2" STR. 403 4 1'-6%2" SIR. 404 6 4'-8" BENDING DIAGRAMS ALL DIMENSIONS ARE OUT TO OUT NOT TO SCALE PROTECT NUMBER 34-4(132) Z I NOTES All concrete used shall be Class 476-3000 and shall be paid for at the contract unit price per cubic yard (CY) under the Item "Class 478-3000 Concrete for Concrete Collars". All reinforcing steel shell be epoxy coated and shall conform to the requirements of' AS.T.M. designation A617, Grade 60 and shall be paid for per pound (L8) under the item " Epoxy Coated Reinforcing Steel for Concrete Collars". The minimum covering, measured from the face of the concrete to the surface of any reinforcing bar, shell be 2", except as shown. Field bend and/or clip reinforcing steel to allow for minimum clearance and to clear openings. Touch-up clipped bar ends with epoxy coatings. No deductions have been made In the quantities for pipe openings. All excavation, backfill, materials, equipment, tools, labor, and Incidentals necessary to complete the work as shown on this plan, that are not paid for directly, shall be considered subs/decry to the Item "Class 478-3000 Concrete for Concrete Collars". QUANTITIES CLASS 478-3000 CONCRETE FOR CONCRETE COLLARS 0.8 CY EPDXY COATED REINFORCING STEEL FOR CONCRETE COLLARS 70 LBS PLAN VIEW O.N. 42442 STRUCTURE Nula ER/DOE ENGINEER 'y a CC a cZ —JW 0 U4 wZ LuO U_ 0 -- 2 b 0 3 a J Hi Q=•co 5z E1 I A 1g 01 Psi O EsEs Es tri a.e.awaaRaea 3/o9/0Y SAL PLAN NO. 4C 1 CN42442KJM.DGN WV BUS OL 8OOZ/615 LOOVOP {9390189210) ISOMETRIC VIEW 6" 3-401 3-401 —402 405 or 406 BAR SETS MARK Na BARS / SET N0. SETS MIN. LENGTH MAX. LENGTH 405 3 2 1'-7" 2'-11/4" 406 4 2 I'-7" 2'-23/4" BILL OF BARS MARK NO. LENGTH TYPE 401 10 1'-8" STR. 402 2 2'-g" — 403 3 i'-6%2" STR. 404 3 3'-O" — 402- 405 or 406 ELEVATION BENDING DIAGRAMS ALL DIMENSIONS ARE OUT TO CUT NOT TO SCALE PROJECT NODIBER Ann Ra. 34-4(132) 22 NOTES All concrete used shall be Class 476-3000 and shall be paid for at the contract unit price per cubic yard (CY) under the Item "Class 47B-3000 Concrete for Concrete Collars". All reinforcing steel shall be epoxy coated and shall conform to the requirements of AS.T.M. designation A617, Grade 60 and shall be paid for per pound (LB) under the item " Epoxy Coated Reinforcing Steel for Concrete Collars". The minimum covering, measured from the face of the concrete to the surface of any reinforcing bar, shall be 2", except as shown. Field bend and/or clip reinforcing steel to allow for minimum clearance and to clear openings Touch-up clipped bar ends with epoxy coatings. No deductions have been made in the quantities for pipe openings. All excavation, backfill, materials, equipment, tools, labor, and incidentals necessary to complete the work as shown on this plan, that are not paid for directly, shall be considered subsldeary to the Item "Class 478-3000 Concrete for Concrete Collars". QUANTITIES CLASS 478-3000 CONCRETE FOR CONCRETE COLLARS 0.5 CY EPDXY COATED REINFORCING STEEL FOR CONCRETE COLLARS 45 LBS PLAN VIEW C.N. 42442 eexvcruRE NONIZR BRIDGE ENGINEER 0 crw 'CT i'YrFi J O 0 0 fRy wa PA I CC^ U� a a a z x0 o z x m z z w ..' W s Y 1 ICa Ad OIs y gplE 4i 44 h a Y 0 R 6E14 0 Em 1 ca 56OR c.m.aolaotl. /o%v IIPECLAL PLAN G 'I I vI 402- 405 or 406 ELEVATION BENDING DIAGRAMS ALL DIMENSIONS ARE OUT TO CUT NOT TO SCALE PROJECT NODIBER Ann Ra. 34-4(132) 22 NOTES All concrete used shall be Class 476-3000 and shall be paid for at the contract unit price per cubic yard (CY) under the Item "Class 47B-3000 Concrete for Concrete Collars". All reinforcing steel shall be epoxy coated and shall conform to the requirements of AS.T.M. designation A617, Grade 60 and shall be paid for per pound (LB) under the item " Epoxy Coated Reinforcing Steel for Concrete Collars". The minimum covering, measured from the face of the concrete to the surface of any reinforcing bar, shall be 2", except as shown. Field bend and/or clip reinforcing steel to allow for minimum clearance and to clear openings Touch-up clipped bar ends with epoxy coatings. No deductions have been made in the quantities for pipe openings. All excavation, backfill, materials, equipment, tools, labor, and incidentals necessary to complete the work as shown on this plan, that are not paid for directly, shall be considered subsldeary to the Item "Class 478-3000 Concrete for Concrete Collars". QUANTITIES CLASS 478-3000 CONCRETE FOR CONCRETE COLLARS 0.5 CY EPDXY COATED REINFORCING STEEL FOR CONCRETE COLLARS 45 LBS PLAN VIEW C.N. 42442 eexvcruRE NONIZR BRIDGE ENGINEER 0 crw 'CT i'YrFi J O 0 0 fRy wa PA I CC^ U� a a a z x0 o z x m z z w ..' W s Y 1 ICa Ad OIs y gplE 4i 44 h a Y 0 R 6E14 0 Em 1 ca 56OR c.m.aolaotl. /o%v IIPECLAL PLAN G TABLE 1 STANDARD INSTALLATIONS, SOILS AND MINIMUM COMPACTION REQUIREMENTS INSTALLATION TYPE BEDDING THICKNESS HAUNCH AND OUTER BEDDING LOWER SIDE TYPE i DO/24 MINIMUM, NOT LESS THAN 3 IN. IF ROCK FOUNDATION. USE D0/12 MINIMUM, NOT LESS THAN 6 IN. 95% SW 90% SW, 95% ML, 1007. CL. OR NATURAL SOILS OF EQUAL FIRMNESS TYPE 2 90% SW OR 957. ML 85% SW. 907. ML. 95% CL, OR NATURAL SOILS OF EQUAL FIRMNESS * TYPE 3 85% SW. 90% ML, OR 957. CL 85% SW, 90% K. 95% CL, OR NATURAL SOILS OF EQUAL FIRMNESS TABLE 1 NOTES: * THE TYPE 3 INSTALLATION SHOWN IS THE NDOR MINIMUM STANDARD, USING EITHER A SHAPED TRENCH ACCORDING TO THE STANDARD SPECIFICATIONS, OR AT THE OPTION OF THE CONTRACTOR, THE BEDDING WITH COMPACTIONS AS SHOWN. ALLOWABLE FILL HEIGHTS FOR THE TYPE 1, 2, AND 3 INSTALLATIONS ARE SHOWN IN TABLE 4. NATURAL GROUND PLACE 3' TO 4' OF COHESIVE SOIL PLUG AT THE INLET AROUND THE CULVERT TO PREVENT SECONDARY FLOWS. DO/6 (MIN.) DO DO/6 (MIN.) DO (MIM) DO (MIN.) END SECTION OVER FILL THE SOIL IN THE LOWER SIDE ZONE, IF NOT IN SITU (OVER EXCAVATED), SHALL BE APPROVED MATERIAL AND COMPACTED AS SHOWN IN TABLE 1. • OUTER BEDDING, SAME MATERIAL AND COMPACTION REQUIRMENTS AS HAUNCH AREA BEDDING SEE TABLE 1 ROADWAY PRISM OVER FILL - SW, ML, OR CL USE TYPICAL ROADBED COMPACTION AT MAX 6 IN. LIFT INTERVALS. FLOW LINE (INVERT) SPRING LINE HAUNCH AREA - SEE TABLE 1 FILL TO SPRING LINE / LOWER SIDE SEE TABLE 1 ABOVE MIDDLE BEDDING, LOOSELY PLACED UNCOMPACTED BEDDING, SAME MATERIAL REQUIRMENTS AS HAUNCH AREA TRENCH DETAILS SHOWN ARE MINIMUM REQUIREMENTS FOR DESIGN AND CONSTRUCTION. PAYMENT FOR EXCAVATION IS BASED UPON THE GUIDELINES IN THE STANDARD SPECIFICATIONS. TRENCHES SHALL BE EXCAVATED IN ACCORDANCE WITH APPROVED SAFETY PRACTICE. TYPICAL TRENCH INSTALLATION LIMITS OF BEDDING AND BACKFILL PRO.FCT NO. 34.4 (13z) C'N' 4544L 23 PLACE 3' TO 4' OF COHESIVE SOIL PLUG AT THE OUTLET AROUND THE CULVERT TO PREVENT EROSION. END SECTION EXCAVATION, BEDDING AND EMBANKMENT SEQUENCE: TRENCH INSTALLATION: (A) DETERMINE THE FLOW LINE AND TRENCH BOTTOM ELEVATIONS. (B) DETERMINE THE SHAPE OF TRENCH. DECIDE IF SHORING IS NEEDED. CONTRACTOR IS ULTIMATELY RESPONSIBLE FOR THE SAFETY OF ALL WORKERS, EQUIPMENT AND MATERIALS IN THE TRENCH. (C) PLACE THE BEDDING MATERIAL (SEE TABLE 1) LOOSELY. (D) PLACE PIPE ON THE BEDDING AND COMPACT OUTER BEDDING, (SEE TABLE 1). (EI PLACE AND COMPACT THE LOWER SIDE, HAUNCH AND OVERFILL MATERIAL AT 6 IN. INTERVALS. EMBANKMENT INSTALLATION: (A) DETERMINE THE FLOW LINE AND SPRING LINE ELEVATION. (B) IF FLOW LINE 1S ABOVE THE NATURAL GROUND, PLACE AN EMBANKMENT AT LEAST 300 WIDE WITH 3:1 FORESLOPES OR FLATTER AT SPRING LINE ELEVATION, COMPACTED AT ROADBED REQUIRED COMPACTION. (C) IF THE FLOW LINE IS BELOW THE NATURAL GROUND BUT THE SPRING LINE IS ABOVE THE NATURAL GROUND, PLACE THE EMBANKMENT SIMILAR TO THE ONE IN STEP B. (D) EXCAVATE TO PROPER ELEVATOM (E) PLACE BEDDING MATERIAL (SEE TABLE I) LOOSELY. (F) PLACE THE PIPE ON THE BEDDING MATERIAL AND COMPACT OUTER BEDDDING MATERIAL (SEE TABLE 1). (G) PLACE AND COMPACT THE HAUNCH, LOWER SIDE AND OVERFILL MATERIAL AT 6 IN. INTERVALS. NOTES FOR TRENCH INSTALLATIONS: 1. COMPACTION AND SOIL SYMBOLS, I.E. 95% SW, REFER TO SW SOIL MATERIAL WITH MINIMUM STANDARD PROCTOR COMPACTION OF 95% 2. THE TRENCH TOP ELEVATION SHALL BE NO LOWER THAN 1 FT. BELOW THE BOTTOM OF THE PAVEMENT BASE MATERIAL. 3. SOIL IN BEDDING AND HAUNCH ZONES SHALL BE COMPACTED TO AT LEAST THE SAME COMPACTION AS SPECIFIED FOR THE MAJORITY OF SOIL IN THE BACKFILL ZONES. 4. THE TRENCH WIDTH SHALL BE WIDER THAN SHOWN IF REQUIRED FOR ADEQUATE SPACE TO ATTAIN THE SPECIFIED COMPACTION IN THE HAUNCH AND BEDDING ZONES. 5. FOR TRENCH WALLS THAT ARE WITHIN 10 DEGREES OF VERTICAL, THE COMPACTION OR FIRMNESS OF THE SOIL IN THE TRENCH WALLS AND LOWER SIDE ZONE NEED NOT TO BE CONSIDERED. 6. FOR TRENCH WALLS WITH GREATER THAN 10 DEGREE SLOPES THAT CONSIST OF EMBANKMENT, THE LOWER SIDE SHALL BE COMPACTED TO AT LEAST THE SAME COMPACTION AS SPECIFIED FOR THE SOIL IN THE BACKFILL ZONE. BEDDING AND BACKFILL QUIREMENTS FOR CONCRETE PIPE 01 SHEET 1 OF 4 SPECOAL PLAU GCS TABLE 1 STANDARD INSTALLATIONS, SOILS AND MINIMUM COMPACTION REQUIREMENTS INSTALLATION TYPE BEDDING THICKNESS HAUNCH AND OUTER BEDDING LOWER SIDE TYPE 1 DO/24 MINIMUM NOT LESS THAN 3 IN. IF ROCK FOUNDATION, USE DO/12 MINIMUM, NOT LESS THAN 6 IN. 95% SW 90% SW, 95% ML, OR 100% CL, TYPE 2 90% SW OR 95% ML % ML, OR 957. 85% SW, 907. CL, a TYPE 3 85% SW, 90% ML, OR 95% CL 85% SW, 90% ML. OR 95% CL, TABLE 1 NOTES: * THE TYPE 3 INSTALLATION SHOWN IS THE NDOR MINIMUM STANDARD, USING EITHER A SHAPED TRENCH ACCORDING TO THE STANDARD SPECIFICATIONS, OR AT THE OPTION OF THE CONTRACTOR, THE BEDDING WITH COMPACTIONS AS SHOWN. ALLOWABLE FILL HEIGHTS FOR THE TYPE 1, 2, AND 3 INSTALLATIONS ARE SHOWN IN TABLE 4. SPRING LINE TABLE 2 PIPE DIMENSIONS NOMINAL PIPE DIAMETER (INCHES) STANDARD OUTSIDE PIPE DIAMETER, DO (SPAN) ROUND PIPE ARCH PIPE H. ELLIP. PIPE V. ELLIP. PIPE 15 19.5 22.5 > 50% OF 'COURSE FRACTION' 5A 18 23 27 28.5 CL 21 26.5 31.5 24 30 34.5 36.5 27 33.5 41 30 37 43.25 45.5 36 44 51.75 54 38 42 51 60.13 63 44 48 58 68.5 71 49 54 65 76 80 55 60 72 85 89 61 66 79 97 67 72 86 102 106 73 78 93 114 79 84 100 118 123 85 90 107 96 114 102 121 108 128 TOP OF SUBGRADE NATURAL GROUND OUTER BEDDING, SAME MATERIAL AND COMPACTION REQUIRMENTS AS HAUNCH AREA FOUNDATION neACT o. 34-4 (135) C.N.4244 . TABLE 3 SOIL CLASSIFICATION FOR BEDDING 64 BACKFILL ASTM SOIL GROUP D 2487 DESCRIPTION PERCENTAGE PASSING SIEVE SIZES 11/2 IN. (40 mm) NO. 4 (4.75 mm) NO. 200 (0.075 mm) SW WELL GRADED SANDS AND GRAVELLY -SANDS: LITTLE OR NO FINES. NON PLASTIC 100% > 50% OF 'COURSE FRACTION' 5A ML INORGANIC SILTS AND VERY FINE SANDS, ROCK FLOUR. SILTY OR CLAYEY -FINE -SANDS, SILTS WITH SLIGHT PLASTICITY 100% > 50% CL INORGANIC CLAYS OF LOW TO MEDIUM PLASTICITY, GRAVELY -CLAYS, SANDY -CLAYS, SILTY -CLAYS, LEAN CLAYS OVER FILL - SW, ML, OR CL USE TYPICAL ROADBED COMPACTION AT MAX 6 IN. LIFT INTERVALS FILL EMBANKMENT LOWER SIDE SEE TABLE 1 HAUNCH AREA - SEE TABLE 1 FILL TO SPRING LINE MIDDLE BEDDING, LOOSELY PLACED UNCOMPACTED BEDDING, SAME MATERIAL REQUIRMENTS AS HAUNCH AREA TYPICAL EMBANKMENT INSTALLATION NOTES FOR EMBANKMENT INSTALLATIONS: 1. COMPACTION AND SOIL SYMBOLS, I.E. 95% SW, REFER TO SW SOIL MATERIAL WITH A MINIMUM STANDARD PROCTOR COMPACTION OF 95%. WETI10. 2Q 2. SOIL IN THE OUTER BEDDING, HAUNCH, AND LOWER SIDE ZONES, EXCEPT WITHIN THE DO/3 MIDDLE BEDDING, SHALL BE COMPACTED TO AT LEAST THE SAME COMPACTION AS THE MAJORITY OF THE SOIL IN THE OVERFILL ZONES. 3. SUBTRENCHES 3.1 A SUBTRENCH IS DEFINED AS A TRENCH WITH ITS TOP AT AN ELEVATION LOWER THAN 1 FT BELOW THE BOTTOM OF THE PAVEMENT BASE MATERIAL. 3.2 THE MINIMUM WIDTH OF A SUBTRENCH SHALL BE 1.3300, OR WIDER IF REQUIRED FOR ADEQUATE SPACE TO ATTAIN THE SPECIFIED COMPACTION IN THE HAUNCH AND BEDDING ZONES. 3.3 FOR SUBTRENCHES WITH WALLS OF NATURAL SOIL, ANY PORTION OF THE LOWER SIDE ZONE IN THE SUBTRENCH WALL SHALL BE AT LEAST AS FIRM AS AN EQUIVALENT SOIL PLACED TO THE COMPACTION REQUIREMENTS SPECIFIED FOR THE LOWER SIDE ZONE, AND AS FIRM AS THE MAJORITY OF SOIL IN THE OVERFILL ZONE, OR SHALL BE REMOVED AND REPLACED WITH SOIL COMPACTED TO THE SPECIFIED LEVEL. GENERAL NOTES: WHEN IN-SITU LATERAL SOIL RESISTANCE IS NEGLIGIBLE, E.G. PEAT, MUCK, OR HIGHLY EXPANSIVE SOIL, EMBEDMENT SHALL BE PLACED AND COMPACTED AT THE DIRECTION OF THE ENGINEER. TO PROTECT THE PIPE AND BACKFILL DURING CONSTRUCTION, PROVIDE A MINIMUM OF 36 IN. OF COMPACTED FILL MATERIAL OVER THE TOP OF THE PIPE BEFORE ALLOWING ANY HEAVY EQUIPMENT TO TRANSVERSE OVER THE PIPE. EXTREMELY HEAVY EQUIPMENT MAY REQUIRE LARGER COVER AS DETERMINED BY THE CONTRACTOR. THE PIPE VOLUME SHOULD NOT BE SUBTRACTED FROM THE VOLUME OF EXCAVATION. THESE DESIGN STANDARDS ARE MINIMUM. 1F A MORE RESTRICTIVE DESIGN IS REQUIRED BY THE ENGINEER OR CULVERT MANUFACTURER, THEN THESE STANDARDS SHALL BE MODIFIED. CHANGES TO PAY ITEM QUANTITIES DUE TO UNFORESEEN SITE CONDITIONS SHALL BE CALCULATED AND INCORPORATED INTO THE CONTRACT THRU A CHANGE ORDER. BOTH ENDS OF THE PIPE SHALL BE SEALED WITH COHESIVE SOIL (AROUND THE PIPE EXTENDING 3 FT. TO 4 FT. FROM EACH END) TO PROTECT AGAINST INFILTRATION AND EROSION. BEDDING AND BACKFILL MATERIAL IS NOT PAID FOR DIRECTLY, BUT IS SUBSIDIARY TO THE L!NEAR FEET OF CULVERT. BEDDING AND BACKFILL MATERIAL SHALL MEET ASTM D 2487 (SOIL GROUPS AS SHOWN IN TABLE 3). PERCENT COMPACTION SHALL BE DETERMINED IN ACCORDANCE WITH NDOR STANDARD TEST METHOD T 99. BEDDING AND BACKFILL REQUIREMENTS FOR CONCRETE PIPE 01 SHEET 2 OF 4 SPCC°ALS PLAK GCS q Design Division STANDARD INSTALLATIONS, SOILS AND MINIMUM COMPACTION REQUIREMENTS INSTALLATION TYPE BEDDING THICKNESS HAUNCH AND OUTER BEDDING LOWER SIDE TYPE i DO/24 MINIMUM NOT LESS THAN 3 IN. IF ROCK FOUNDATION,USE DO/12 MINIMUM, NOT LESS THAN 6 IN. 95% SW 90% SW, 95% ML, OR 100% CL, TYPE 2 90% SW OR 95% ML 85% SW, 90% ML, OR 95% CL, * TYPE 3 85% SW, 90% ML, OR 957. CL 85% SW, 90% ML. OR 95% CL, NOTES: * THE TYPE 3 INSTALLATION (SHADED) IN TABLE 4 IS THE NDOR STANDARD, USING EITHER A SHAPED TRENCH ACCORDING TO THE STANDARD SPECIFICATIONS, OR AT THE OPTION OF THE CONTRACTOR, THE BEDDING WITH COMPACTIONS AS SHOWN. INSTALLATION TYPE 2 AND TYPE 1 ARE IMPROVED METHODS IN ORDER TO SUPPORT HIGHER FILL HEIGHTS USING CLASS III, IV, AND V CIRCULAR CONCRETE PIPE. INSTALLATION TYPE I WILL PROVIDE THE BEST IN-SITU PERFORMANCE USING GREATER COMPACTION WITH GRANULAR BEDDING AND BACKFILL. THE CONTRACTOR WILL CHOOSE THE INSTALLATION TYPE AND CLASS OF PIPE. ACTUAL PROJECT FILL HEIGHTS MUST BE KNOWN IN ORDER TO USE TABLE 4. ROUND EQUIVALENT, NON -CIRCULAR PIPE SUCH AS ARCH OR ELLIPTICAL PIPE, MAY BE SELECTED, PROVIDED SUCH PIPE ARE DESIGNED AND MANUFACTURED TO THE SAME D -LOADS AND ULTIMATE. STRENGTHS (SEE.TABLE 5) AS THE SELECTED CIRCULAR PIPE FROM THE FILL HEIGHT TABLE. TABLE 4 MAXIMUM FILL HEIGHTS (FEET) FOR STANDARD DESIGN (AASHTO M 170) ROUND CONCRETE PIPE :INSTALWrION TYPE 1::( MOOR STANDARD ).`: INSTALLATION TYPE 2 INSTALLATION TYPE 1 PIPE SIZE (IN.) -LASS '::SCLAS5 IV • CLABS:z CLASS III CLASS IV CLASS V CLASS III CLASS IV CLASS V 15 15 19 26 23 28 40 18 16 22 30 24 32 45 21 16 24 32 25 37 48 24 17 24 33 25 32 45 27 17 21 34 23 26 51 30 15 17 32 20 21 49 36 13 21 31 20 31 47 42 13 19 29 20 29 44 48 13 18 29 20 28 43 54 13 17 20 27 60 12 18 19 28 66 12 18 19 28 72 12 18 19 28 78 12 19 84 12 19 90 12 20 96 12 19 102 13 20 108 14 22 TABLE 4 NOTES: AASHTO M 170 SPECIFICATIONS ARE MODIFIED AS FOLLOWS: ONLY SINGLE INNER CAGE, CIRCULAR REINFORCING IS ALLOWED FOR CLASS III, 15, 18, 21, AND 24 IN. ROUND RCP AS SHOWN: PIPE MINIMUM CIRCUMFERENTIAL SIZE (IN.) CLASS REINFORCING (IN.2/FT. OF PIPE WALL) 15 18 21 24 III III III III 0.08 0.10 0.12 0.14 APPLICABLE SPECIFICATIONS: AASHTO M 170 ---ROUND RCP AASHTO M 206 ---ARCH RCP AASHTO M 207 ---ELLIPTICAL RCP NOTES: MAC! W. 34.4(132) SVLEI W. 25 C.N.4244 Z GENERAL NOTES: FILL HEIGHTS SHOWN IN TABLE 4 WERE DEVELOPED USING ASCE STANDARDS FOR DIRECT DESIGN OF BURIED PRECAST CONCRETE PIPE, MANUFACTURED IN ACCORDANCE WITH AASHTO M 170 SPECIFICATION REQUIREMENTS (SEE TABLE 4 FOOTNOTE FOR EXCEPTIONS). FILL HEIGHTS SHOWN APPLY ONLY TO ROUND PIPE (UNDER FULL FLOW CONDITIONS), USED UNDER RIGID AND FLEXIBLE PAVEMENT, WITH SOIL OVERFILL WEIGHING 120 POUNDS PER CUBIC FOOT. UNDER SPECIAL CIRCUMSTANCES (WHERE PAVEMENT IS NOT USED AND LIVE LOAD BECOMES CRITICAL, OR DIFFERENT SOIL DENSITY IS ENCOUNTERED, OR THE ONE FOOT MINIMUM CLEARANCE FROM THE BOTTOM OF THE PAVEMENT TO THE TOP OF THE PIPE CANNOT BE MAINTAINED) THESE FILL HEIGHTS MAY NEED TO BE MODIFIED. DEEPER FILL HEIGHTS MAY BE USED BY SUBMITTING A SPECIAL STANDARD INSTALLATION DIRECT DESIGN (SIDD) FOR NDOR APPROVAL. CONCRETE PIPE DESIGNS THAT ARE NOT SHOWN IN APPLICABLE AASHTO SPECIFICATIONS WILL BE CONSIDERED SPECIAL DESIGNS THAT MUST BE SUBMITTED TO NDOR FOR APPROVAL. TABLE 5 D -LOADS FOR CONCRETE PIPE PIPE CLASS III IV V D -LOAD TO PRODUCE A 0.01 -IN. CRACK 1350 2000 3000 D -LOAD TO PRODUCE THE ULTIMATE LOAD 2000 3000 3750 LOAD ON PIPE IN POUNDS PER LINEAR FOOT = D -LOAD X INSIDE SPAN IN FEET D -LOAD = TEST LOAD EXPRESSED IN POUNDS -FORCE PER LINEAR FOOT PER FOOT OF DIAMETER BEDDING AND BACKFILL REQUIREMENTS FOR CONCRETE PIPE SHEET 3 OF 4 SPECOAL PLAN GCS Design Division § 0 m� NATURAL GROUND, - 12" MIN. D (MIN) Lb D (MINI SEE TABLE 2 (MAX. OUTSIDE DIAMETER) AtlagghWirAppri. COMPACTED GRANULAR MATERIAL 6" MIN. OUTSIDE CROWN LIFT LINES AT 6" MAX. INTERVALS (TYPICAL) SEE REQUIRED ROADBED COMPACTION TRENCH DETAILS SHOWN ARE MINIMUM REQUIREMENTS FOR DESIGN AND CONSTRUCTION. PAYMENT FOR EXCAVATION IS BASED UPON THE GUIDELINES IN THE STANDARD SPECIFICATIONS. PIPE BOTTOM TRENCHES SHALL BE EXCAVATED IN ACCORDANCE WITH APPROVED SAFETY PRACTICE. TYPICAL TRENCH INSTALLATION TABLE 1 SOIL CLASSIFICATION FOR GRANULAR FILL MATERIAL PLASTIC PIPE MCCMP & PCCMP SOIL GROUP SYMBOL D 2487 DESCRIPTION % PASSING SIEVE SIZES 11/ IN. NO. 4 NO. 200 GW WELL GRADED GRAVEL AND GRAVEL -SAND MIXTURES: LITTLE OR NO FINES. 100% < 50% OF COARSE FRACTION < 5% GP POORLY GRADED GRAVEL AND GRAVEL -SAND MIXTURES; LITTLE OR NO FINES. SW WELL GRADED SAND AND GRAVEL -SANDS: LITTLE OR NO FINES. > 50% OF COARSE FRACTION SP POORLY GRADED SAND AND GRAVEL -SANDS; LITTLE OR NO FINES. 9 E.G. GW -GC SP -SM SAND AND GRAVELS WHICH ARE BORDER LINE BETWEEN CLEAN AND WITH FINES. 100% VARIES 5% TO 12% GM SILTY GRAVEL, GRAVEL - SAND -SILT MIXTURES. 100% < 50% OF COARSE FRACTION 12% TO 50% GC CLAYEY -GRAVEL, GRAVEL- SAND -CLAY MIXTURES. SM SILTY SANDS, SAND -SILT MIXTURES. OF)COARSE FRACTION PLACE 3' TO 4' OF COHESIVE SOIL PLUG AT THE INLET AROUND THE CULVERT TO PREVENT SECONDARY FLOWS. END SECTION TABLE 2 MINIMUM D (INCHES) ROADWAY PRISM TOP OF SUBGRADE PROJECT HO. I 34.4 C139) LIFT LINES AT 6" MAX. INTERVALS (TYP.) 12" MIN. O 6" MIN. _r D WIN.) SEE TABLE 2 IA SEE ROADBED COMPACTION REQUIREMENTS NATURAL GROUND COMPACTED GRANULAR MATERIAL TYPICAL EMBANKMENT INSTALLATION NOTES: C.N. 42442 - LfET W. 2(o INSTALLATIONS AS SHOWN ARE REQUIRED UNDER ALL SURFACED ROADWAYS. BEDDING AND BACKFILL FOR DRIVE PIPE OR OTHER PIPE OUTSIDE THE ROADWAY PRISM (OR BACK OF CURB -LINE FOR URBAN PROJECTS) MAY BE INSTALLED USING SUITABLE EXISTING SOIL, PLACED AND COMPACTED IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS. WHERE IN-SITU LATERAL SOIL RESISTANCE IS NEGLIGIBLE E.C. PEAT, MUCK, OR HIGHLY EXPANSIVE SOIL, EMBEDMENT SHALL BE PLACED AND COMPACTED AT THE DIRECTION OF THE ENGINEER. TO PROTECT THE PIPE AND BACKFILL DURING CONSTRUCTION, PROVIDE A MINIMUM OF 36" OF COMPACTED FILL MATERIAL OVER THE TOP OF THE PIPE BEFORE ALLOWING ANY HEAVY EQUIPMENT TO TRAVERSE OVER THE PIPE. EXTREMELY HEAVY EQUIPMENT MAY REQUIRE LARGER COVER AS DETERMINED BY THE CONTRACTOR. PIPE VOLUME SHOULD NOT BE SUBTRACTED FROM THE VOLUME OF EXCAVATION. THESE DESIGN STANDARDS ARE MINIMUM. IF A MORE RESTRICTIVE DESIGN IS REOUIRED BY THE ENGINEER OR THE CULVERT MANUFACTURER, THEN THESE STANDARDS SHALL BE MODIFIED. CHANGES TO PAY ITEM QUANTITIES DUE TO UNFORESEEN SITE CONDITIONS SHALL BE CALCULATED AND INCORPORATED INTO THE CONTRACT BY A CHANGE ORDER. EXPOSED ENDS OF THE PIPE SHALL BE SEALED WITH COHESIVE SOIL (AROUND THE PIPE EXTENDING 3' TO 4' FROM EACH END) TO PROTECT AGAINST INFILTRATION AND EROSION. GRANULAR FILL MATERIAL IS NOT PAID FOR DIRECTLY, BUT IS SUBSIDIARY TO THE LINEAR FEET OF CULVERT. GRANULAR MATERIAL SHALL MEET ASTM 0 2487 (SOIL GROUP AS SHOWN IN TABLE 1). MATERIAL SHALL BE COMPACTED TO AT LEAST 90% PROCTOR TEST DENSITY. PERCENT COMPACTION SHALL BE DETERMINED IN ACCORDANCE WITH NDOR STANDARD TEST METHOD T 99. PLACE 3' TO 4' OF COHESIVE SOIL PLUG AT THE OUTLET AROUND THE CULVERT TO PREVENT EROSION. END SECTION LIMITS OF BEDDING AND BACKFILL BEDDING AND BACKFILL REQUIREMENTS MCCMP, PCCMP AND PLASTIC PIPE '�lf ff`NEOP�S �SHEET 4 OF 4 COAL LAM GC TRENCH INSTALLATION EMBANKMENT INSTALLATION NOMINAL PIPE DIAMETER (INCHES) METAL PIPE PLASTIC PIPE METAL PIPE PLASTIC PIPE 15 8 8 15 15 18 9 9 18 18 24 9 9 24 24 30 10 10 24 24 36 11 11 24 24 42 24 24 48 24 24 54 24 24 60 24 24 66 24 24 72 24 24 78 24 24 84 24 24 ROADWAY PRISM TOP OF SUBGRADE PROJECT HO. I 34.4 C139) LIFT LINES AT 6" MAX. INTERVALS (TYP.) 12" MIN. O 6" MIN. _r D WIN.) SEE TABLE 2 IA SEE ROADBED COMPACTION REQUIREMENTS NATURAL GROUND COMPACTED GRANULAR MATERIAL TYPICAL EMBANKMENT INSTALLATION NOTES: C.N. 42442 - LfET W. 2(o INSTALLATIONS AS SHOWN ARE REQUIRED UNDER ALL SURFACED ROADWAYS. BEDDING AND BACKFILL FOR DRIVE PIPE OR OTHER PIPE OUTSIDE THE ROADWAY PRISM (OR BACK OF CURB -LINE FOR URBAN PROJECTS) MAY BE INSTALLED USING SUITABLE EXISTING SOIL, PLACED AND COMPACTED IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS. WHERE IN-SITU LATERAL SOIL RESISTANCE IS NEGLIGIBLE E.C. PEAT, MUCK, OR HIGHLY EXPANSIVE SOIL, EMBEDMENT SHALL BE PLACED AND COMPACTED AT THE DIRECTION OF THE ENGINEER. TO PROTECT THE PIPE AND BACKFILL DURING CONSTRUCTION, PROVIDE A MINIMUM OF 36" OF COMPACTED FILL MATERIAL OVER THE TOP OF THE PIPE BEFORE ALLOWING ANY HEAVY EQUIPMENT TO TRAVERSE OVER THE PIPE. EXTREMELY HEAVY EQUIPMENT MAY REQUIRE LARGER COVER AS DETERMINED BY THE CONTRACTOR. PIPE VOLUME SHOULD NOT BE SUBTRACTED FROM THE VOLUME OF EXCAVATION. THESE DESIGN STANDARDS ARE MINIMUM. IF A MORE RESTRICTIVE DESIGN IS REOUIRED BY THE ENGINEER OR THE CULVERT MANUFACTURER, THEN THESE STANDARDS SHALL BE MODIFIED. CHANGES TO PAY ITEM QUANTITIES DUE TO UNFORESEEN SITE CONDITIONS SHALL BE CALCULATED AND INCORPORATED INTO THE CONTRACT BY A CHANGE ORDER. EXPOSED ENDS OF THE PIPE SHALL BE SEALED WITH COHESIVE SOIL (AROUND THE PIPE EXTENDING 3' TO 4' FROM EACH END) TO PROTECT AGAINST INFILTRATION AND EROSION. GRANULAR FILL MATERIAL IS NOT PAID FOR DIRECTLY, BUT IS SUBSIDIARY TO THE LINEAR FEET OF CULVERT. GRANULAR MATERIAL SHALL MEET ASTM 0 2487 (SOIL GROUP AS SHOWN IN TABLE 1). MATERIAL SHALL BE COMPACTED TO AT LEAST 90% PROCTOR TEST DENSITY. PERCENT COMPACTION SHALL BE DETERMINED IN ACCORDANCE WITH NDOR STANDARD TEST METHOD T 99. PLACE 3' TO 4' OF COHESIVE SOIL PLUG AT THE OUTLET AROUND THE CULVERT TO PREVENT EROSION. END SECTION LIMITS OF BEDDING AND BACKFILL BEDDING AND BACKFILL REQUIREMENTS MCCMP, PCCMP AND PLASTIC PIPE '�lf ff`NEOP�S �SHEET 4 OF 4 COAL LAM GC 6" MIN. FLO TEMPORARY SILT CHECK SECTION i jj 'N/N. 3" TO 6" TRENCH BACKFILL & TAMP STAPLES SECTION A -A FOAM TRIANGLE TEMPORARY SILT CHECK SECTION • -y`1+44i•• STAPLE ..11, • WN_ CONCRETE CURB SECTION D -D 2' TO 3' 2' TO 3' TOP OF SLOPE ~- —~ >AM TRIANGLE :MPORARY SILT IECK SECTION DITCH LINE iou o: ;;ti "+ STAPLES..,„.......1 Hy mir- DITCH LINE il 101 APRON — — TOP OF SLOPE A PLAN VIEW FOR FLAT BOTTOM DITCH C NOTE: SECTION A -A & B -B ARE TYPICAL FOR FOAM TRIANGLE. WATTLE & RIGID PLASTIC TRIANGLE TEMPORARY SILT CHECKS. 3" TO 6" TRENCH BACKFILL & TAMP FLOW �► APRON STAPLES 6" WIN. TEMPORARY SILT CHECK SECTION SECTION B -B FOAM TRIANGLE TEMPORARY SILT CHECK SECTION 3" TO 6" TRENCH BACKFILL & TAMP APRON STAPLES 3" TO 6" TRENCH BACKFILL & TAMP FLOW S • `41.0 FLOW TOP OF SLOPE FOAM TRIANGLE TEMPORARY SILT CHECK SECTION STAPLES DITCH LINE FLO APRON 2 TO 3' T.7013' 101 TOP OF SLOPE PLAN VIEW FOR V - DITCH SECTION E -E 2'703 U CONSTRUCTION AREA SEDIMENT AND WATER FLOW ~ D STAPLES APRON 4' FOAM TRIANGLE TEMPORARY SILT CHECK SECTION * 13 GA. MIN. ROUND HEAD WIRE STAPLE I" MIN. STAPLES 16" TO 20" FOAM TRIANGLE TEMPORARY SILT CHECK SECTION 8" TO 10" 34-4(132) 121 i FOAM TRIANGLE TEMPORARY SILT CHECK SECTION SECTION C -C APRON FLOW .► 13 GA. FAIN. ;o WIRE STAPLE STAPLE DETAIL NOTE: * 6"- 13 GAGE MINIMUM WIRE STAPLE OR ROUND HEAD WIRE STAPLE MAY BE USED IF 1/3 MORE STAPLES ARE USED. CONCRETE CURB APRON ON THE SIDE OF THE SILT CHECK SHOULD BE FOLDED UNDER THE TEMPORARY SILT CHECK SECTION AND STAPLED DOWN PLAN VIEW FOR CONTINUOUS BARRIER t PLAN VIEW FOR INLETS FOAM TRIANGLE OR WATTLE TEMPORARY SILT CHECKS APRON C.N. 42442 STAPLES Si FLOW DROP INLET UNDER BRIDGE NOTES: 7HE MANUFACTURER'S RECOMMENDATIONS FOR STAPLING PATTERNS SHALL BE FOLLOWED. TEMPORARY SILT CHECKS SHEET I OF 2 SSpG© AL PLAN 7C )ESIGN28}dor13131 4/16/2008 12:40:35 PM oy Design Division M LL N N hi -w worn TOP OF SLOPE B STAPLES RIGID PLASTIC TRIANGLE TEMPORARY SILT CHECK SECTION DITCH LINE FLOW LI S1 H B TOP OF SLOPE PLAN VIEW FOR V - DITCH A TOP OF SLOPE ■ ■ WATTLE TEMPORARY �■ SILT CHECK SECTION ■ ■ ■ ■ ■ ■ DITCH LINE F FLOW S 2" x 2" x 2' WOOD STAKES DITCH LINE ■ ■ TOP OF SLOPE ■ ■ ■ PLAN VIEW A FOR FLAT BOTTOM DITCH TOP OF SLOPE RIGID PLASTIC TRIANGLE TEMPORARY SILT CHECK SECTION DITCH LINE A A TOP OF SLOPE TOP OF SLOPE PLAN VIEW FOR FLAT BOTTOM DITCH B WATTLE TEMPORARY `°I SILT CHECK SECTION ■ -r 2"xr'xr ■ WOOD STAKES DITCH LINE FLOW S TOP OF SLOPE ■ ti ei B PLAN VIEW FOR V - DITCH CONSTRUCTION AREA 3" ABOVE SURFACE 2"x2" x 2' WOOD STAKE WATTLE TEMPORARY SILT CHECK SECTION MINIMUM 18" BELOW SURFACE SEDIMENT AND WATER FLOW ■► V DIAMETER OF WATTLE NOTE: TRENCHING IS OPTIONAL FOR EXCELSIOR WATTLES ON BACKSLOPES d FORESLOPES SECTION F -F V STAPLES WATTLE TEMPORARY SILT CHECK SECTION WATTLE TEMPORARY SILT CHECK SECTION STAPLE CONCRETE CURB SECTION G -G WATTLE TEMPORARY SILT CHECK SECTION 10"t i NNW 34-41132) C.N. 42492 SICONO. 28 RIGID PLASTIC TRIANGLE TEMPORARY SILT CHECK SECTION STAPLE S STAPLES SECTION H -H r FLOW CONCRETE CURB G PLAN VIEW FOR CONTINUOUS BARRIER - SECTION I -I FOR INLETS WATTLE TEMPORARY SILT CHECK SECTION I FOLD ALL FOUR CORNERS t PLAN VIEW FOR INLETS TEMPORARY SILT CHECKS SHEET 2 OF 2 SP COAL PLAt.7C )ESIGN28} do:13131 41 0 c e.o 2 P.O.T. STA. 1+16.30 Z SEC. 12-T9N-R10W 3 4 OPOINT 33.44' LT. STA. 5+50.00 X. 2087381.8986 Y. 279945.9214 OPOINT 39.44' LT. STA. 5+50.00 X. 2087387.8986 Y. 279945.9214 020.00' R.P. 53.44' LT. STA. 5+60.83 X. 2087367.8500 Y. 279956.4775 P.C. 53.44' LT. STA. 5+80.83 X. 2087367.7583 Y. 279976.4773 P.T. 33.44' LT. STA. 5+60.83 X= 2087387.8500 Y= 279956.4775 POINT 33.33' RT. STA. 5+50.00 X= 2087459.6788 Y. 279945.9500 Cr a0 34-411321 2-L1 C.N. 42442 OPOINT 32.28' RT. STA. 5+93.67 X. 2087453.2907 Y. 279989.7255 O6 POINT 25.28' RT. STA. 5+93.67 X= 2087446.3962 Y= 279989.7255 HWY 34 SEC. 12-TSN-R10W S. S r • g U '-tuN "U- ( O N O20.00' R.P. 53.40' LT. STA. 6+23.98 X= 2087367.5605 Y= 280019.6217 P.C. 53.40' LT. STA. 6+03.98 X= 2087367.6522 Y= 279999.6219 P.T. 33.40' LT. STA. 6+23.98 X= 2087387.5605 Y= 280019.6217 O20.00' R.P. 53.27' RT. STA. 6+71.77 X= 2087473.9827 Y. 280067.9693 P.C. 33.27' RT. STA. 6+71.77 X= 2087453.9827 Y= 280067.9693 P.T. 53.27' RT. STA. 6+91.77 X. 2087473.8686 Y= 280087.9689 9 20.00' R.P. 53.33' LT. STA. 7+29.45 X= 2087367.0769 Y= 280125.0870 P.C. 33.33' LT. STA. 7+29.45 X= 2087387.0769 Y. 280125.0870 P.T. 53.33' LT. STA. 7+49.45 X= 2087366.9852 Y= 280145.0868 (.7,\ 20.00' R.P. 53.23' RT. STA. 7+56.13 X. 2087473.5012 Y. 280152.3298 P.C. 53.23' RT. STA. 7+36.13 X= 2087473.6154 Y. 280132.3301 P.T. 33.23' RT. STA. 7+56.13 X. 2087453.5012 Y. 280152.3298 ii POINT 25.28' RT. STA. 7+92.97 X= 2087445.3593 Y= 280189.0191 12 POINT 27.49' LT. STA. 7+93.23 X. 2087392.5929 Y= 280189.0036 13 POINT 27.31' LT. STA. 7+99.23 X. 2087392.7327 Y. 280195.0037 OPOINT 25.28' RT. STA. 7+98.97 14 X. 2087445.3281 Y= 280195.0190 OIS POINT 25.28' RT. X= 2087445.1850 20 POINT 43.18' LT. STA. 9+73.54 X= 2087375.9578 Y. 280369.2064 O30.00' R.P. 63.15' LT. STA. 10+33.02 21 X. 2087355.6852 Y. 280428.6090 P.C. 33.15' LT. STA. 10+33.02 X= 2087385.6852 Y. 280428.6090 P.T. 63.15' LT. STA. 10+63.02 X= 2087355.5476 Y= 280458.6087 STA. 8+26.48 22 POINT 43.14' LT. STA. 10+44.62 Y. 280222.5280 X= 2087375.6312 Y. 280440.4290 O20.00' R.P. 53.29' LT. STA. 7+93.45 16 X= 2087366.7835 Y. 280189.0939 P.C. 53.29' LT. STA. 7+73.45 X= 2087366.8752 Y= 280169.0941 P.T. 33.29' LT. STA. 7+93.45 X= 2087386.7835 Y. 280189.0939 17 POINT 43.19' LT. STA. 9+67.70 X= 2087375.9844 Yr 280363.3874 POINT 48.19' LT. STA. 9+67.70 18 X. 2087375.9844 Y. 280363.3844 19 POINT 48.18' LT. 9+73.54 X= 2087370.9578 Y- 2 0369.2064 7 23 POINT 63.14' LT. STA. 10+44.62 X= 2087355.6310 Y= 280440.4290 24 POINT 63.11' LT. STA. 10+49.62 CV X= 2087355.6310 Y= 280445.4290 O5 POINT 43.11' LT. STA. 10+49.62 2 X= 2087375.6312 Y= 280445.4290 26 POINT 68.11' LT. STA. 10+63.03 X= 2087350.5477 Y. 280458.5858 27 POINT 68.11' LT. STA. 10+92.67 X. 2087350.4118 Y= 280488.2294 28 25.00' R.P. 57.94' RT. STA. 13+34.30 tV X= 2087475.0232 Y= 280730.1712 P.C. 32.94' RT. STA. 13+34.30 X. 2087450.2039 Y. 280730.2068 P.T. 57.94' RT. STA. 13+59.30 X= 2087475.0606 Y. 280755.2062 @POINT 43.10' LT. STA. 11+08.84 X= 2087375.3144 Y. 280504.5313 30OPOINT 63.10' LT. STA. 11+08.84 X. 2087355.3142 Y. 280504.5313 37 POINT 63.10' LT. STA. 11+13.84 LZY X= 2087355.3142 Y= 280509.5313 32 POINT 43.10' LT. STA. 11+13.84 X. 2087375.3144 Y. 280509.5313 33 30.00' R.P. 63.10' LT. STA. 11+22.67 X= 2087355.2742 Y= 280518.2520 P.C. 63.10' LT. STA. 10+92.67 X= 2087355.4117 Y= 280488.2523 P.T. 33.10' LT. STA. 11+22.67 X= 2087385.2745 Y= 280518.2520 9 34 25.00' R.P. 57.90' RT. STA. 14+19.65 X= 2087474.7145 Y= 280815.5672 P.C. 57.90' RT. STA. 13+94.65 X. 2087474.8587 Y= 280790.5686 P.T. 32.90' RT. STA. 14+19.65 X. 2087449.7165 Y= 280815.5643 O5 POINT 24.77' RT. STA. 11+72.14 3 X= 2087442.8717 Y. 280568.0514 3OPOINT 25.17' LT. STA. 11+72.12 6 X. 2087392.9323 Y= 280568.0372 37 POINT 25.23' LT. STA. 11+77.37 X= 2087392.8471 Y= 280573.2876 3OPOINT 24.81' RT. STA. 11+77.39 8 X. 2087442.8898 Y= 280573.3021 1& 19 17 4--4 20 SEC. 12-T9N-RIOW 10 Z fC 4-4(132) 2-12 C.N. 42442 1: 13 HWY 34 37 14 S SEC. 12-T9N-R10W GEOPAIETROCS Roadway Design Division S E.? 0-0 we), O15.00' R.P. 48.04' LT. STA. 12+00.74 X= 2087369.9160Y= 280596.4069 P.C. 33.04' LT. STA. 12+00.74 X= 2087384.9160 Y= 280596.4069 P.T. 48.04' LT. STA. 12+15.74 X= 2087369.9161 Y= 280611.9069 40 POINT 50.00' LT. STA. 12+15.76 X= 2087367.8806 Y. 260611.4069 41 POINT 50.00' LT. STA. 12+25.06 X= 2087367.6381 Y= 280620.7115 42 15.00' R.P. 46.02' LT. STA. 12+40.05 X= 2087369.7358 Y= 280635.7115 P.C. 48.02' LT. STA. 12+25.05 X. 2087369.8046 11= 280620.7117 P.T. 33.02' LT. STA. 12+40.05 X= 2087384.7358 Y= 280635.7115 @15.00' R.P. 48.00' LT. STA. 12+49.67 X= 2087369.6918 Y= 280645.3311 P.C. 33.00' LT. STA. 12+99.67 X= 2087364.6918 Y= 280645.3311 P.T. 48.00' LT. STA. 12+64.67 X= 2087364.6918 Y. 280660.2621 44 POINT 50.00' LT. STA. 12+64.60 X= 2087367.6266 Y= 280660.2502 45 POINT 50.00' LT. STA. 12+75.34 X= 2087367.5774 Y. 280670.9939 46 15.00' R.P. 48.00' LT. STA. 12+90.34 X= 2087369.5052 Y. 280686.0029 P.C. 48.00' LT. STA. 12+75.39 X= 2087396.8740 Y. 280671.0031 P.T. 33.00' LT. STA. 12+90.34 X= 2087384.5050 Y= 280686.0717 47 15.00' R.P. 48.04' LT. STA. 13+17.89 X= 2087369.3097 Y= 280713.6503 P.C. 33.04' LT. STA. 13+17.89 X= 2087384.3097 Y. 280713.6503 P.T. 48.04' LT. STA. 13+32.89 X= 2087369.3097 Y= 280728.6503 4O25.00' R.P. 57.94' RT. STA. 13+34.00 6 X= 2087475.2033 Y. 280730.2070 P.C. 32.94' RT. STA. 13+34.00 X= 2087450.2033 Y= 280730.2070 P.T. 57.94' RT. STA. 13+59.00 X= 2087475.0606 Y= 280755.2066 4, POINT 50.00' LT. STA. 13+32.97 X= 2087367.2535 Y= 280728.6215 O$UPOINT 50.00' LT. STA. 13.61.08 X= 2087367.1243 Y= 280756.8141 SPOINT 41.60' LT. STA. 13+61.08 1 X= 2087375.5260 Y. 280756.7750 CA POINT 41.55' LT. STA. 13+63.70 52 X= 2087375.5600 Y= 280759.3910 53 POINT 50.00' LT. STA. 13+63.70 CP X. 2087367.1103 Y. 280759.4977 CA POINT 50.00' LT. STA. 13+79.97 54 X= 2087367.0524 Y. 280770.6155 15.00' R.P. 47.93' LT. STA. 13+89.94 X= 2087369.0485 Y. 280785.6050 P.C. 47.93' LT. STA. 13+74.99 X= 2087384.0485 Y= 280785.6050 P.T. 32.93' LT. STA. 13+89.94 X= 2087369.1173 Y= 280770.6051 O25.00' R.P. 57.90' RT. STA. 14+19.36 X= 2087474.7162 Y. 280815.5680 P.C. 57.90' RT. STA. 13+94.36 X= 2087474.8588 Y= 280790.5684 P.T. 32.90' RT. STA. 14+19.36 X. 2087449.7162 Y= 208815.5680 @POINT 42.89' LT. STA. 19+44.58 X. 2087373.7979 Y= 280840.2700 CA POINT 47.89' LT. STA. 14+44.58 1/47_199 X= 2087368.7820 Y. 280840.2700 59 POINT 47.89' LT. STA. 14+98.06 CY X= 2087368.7820 Y= 280843.7446 6OPOINT 42.89' LT. STA. 14+48.06 0 X= 2087373.7820 Y. 280843.7446 66 POINT 42.87' RT. STA. 14+76.78 X= 2087459.3887 Y. 280872.9111 67 POINT 47.87' RT. STA. 14+76.78 X= 2087464.3870 Y. 280873.0258 15.00' R.P. 47.89' LT. STA. 14+52.76 66 POINT 97.87' RT. STA. 14+80.64 61 X= 2087368.7605 Y. 280848.4191 X= 2087464.3650 Y= 280876.8873 P.C. 32.89' LT. STA. 14+52.76 X= 2087383.7605 Y= 280848.4191 P.T. 47.89' LT. STA. 14+67.76 X= 2087368.6914 Y. 280863.4190 62 POINT 50.00' LT. STA. 14+67.74 X= 2087366.5698 Y= 280863.3848 63 POINT 50.00' LT. STA. 14+76.90 X= 2087366.5278 Y= 280872.5460 O20.00' R.P. 47.86' LT. STA. 14+91.96 64 X= 2087368.5787 Y=280887.6191 P.C. 47.86' LT. STA. 14+76.96 X=2087368.5787 Y=280872.6217 P.T. 32.86' LT. STA. 14+91.96 X=2087383.5715 Y=280887.6215 O6515.X=0087469 9190 Y=7280876.61507 1.46 73 P.C. 32.87' RT. STA. 14+71.46 74 X= 2087449.4190 Y= 280867.6150 P.T. 47.87' RT. STA. 14+86.46 X= 2087464.3334 Y= 280882.6148 OPOINT 92.87' RT. STA. 14+80.64 69 X= 2087459.3666 Y. 280876.7725 70 POINT 50.00' RT. STA. 14+86.44 X= 2087373.7979 Y= 280840.2700 /17;\ POINT 50.00' RT. STA. 14+95.79 X= 2087368.7820 Y= 280840.2700 72 15.00' R.P. 47.85' RT. STA. 15+10.80 X= 2087464.1944 Y. 280906.9598 P.C. 47.85' RT. STA. 14+95.80 X= 2087469.2800 Y= 280891.9598 P.T. 52.85' RT. STA. 15+10.80 X. 2087449.1944 Y. 280906.9598 POINT 42.85' LT. STA. 15+13.25 X= 2087373+4831 Y. 280908.9366 POINT 47.85' LT. STA. 15+13.28 X= 2087368.4831 Y= 280908.9366 SEC. 12-TSN-R1OW 75 POINT 47.85' LT. STA. 15+17.69 X= 2087368.4631 Y= 280913.2952 CA POINT 42.85' LT. STA. 15+17.61 V.!, X= 2087373.4631 Y= 280913.2952 O15.00' R.P. 47.84' RT. STA. 15+27.51 77 X= 2087464.0991 Y= 280923.6640 P.C. 32.84' RT. STA. 15+27.59 X= 2087449.0991 Y. 280923.6640 P.T. 47.84 RT. STA. 15+42.51 X= 2087464.0135 Y= 280938.6638 78 POINT 50.00' RT. STA. 15+42.50 X= 2087466.1795 Y= 280938.6638 O79 POINT 50.00' RT. STA. 15+60.45 X= 2087466.0771 Y. 280956.6142 O15.00' R.P. 47.83' LT. STA. 15+38.79 80 X= 2087368.3661 Y= 280934.4997 P.C. 32.83' LT. STA. 15+38.71 X= 2087383.3661 Y. 280934.4497 P.T. 47.83' IT. STA. 15+53.79 X. 2087368.2973 Y= 280949.4496 87 POINT 50.00' LT. STA. 15+53.75 X= 2087366.1223 Y= 280949.3923 POINT 50.00' LT. STA. 15+62.45 82 X= 2087366.0824 Y= 280958.0980 83 15.00' R.P. 97.82' RT. STA. 15+75.46 X= 2087463.8254 Y= 280971.6140 P.C. 47.82' RT. STA. 15+60.46. X= 2087463.9110 Y. 280956.6142 Z P.T. 32.82' RT. STA. 15+75.46 X= 2087448.8254 Y= 280971.6140 HWY 34 84 15.00' R.P. 47.81' LT. STA. 15+77.67 X= 2087368.1878 Y. 280973.3279 P.C. 47.81' LT. STA. 15+62.67 X= 2087368.2566 Y= 280958.3281 P.T. 32.81' LT. STA. 15+77.67 X. 2087383.1878 Y. 280973.3279 85 POINT 42.81' LT. STA. 15+82.10 CY X= 2087373.1675 Y= 280977.7720 86 POINT 97.81' LT. STA. 15+82.10 X. 2087368.1675 Y= 280977.7720 87 POINT 47.80' LT. STA. 15+86.05 X= 2087368.1494 Y= 280981.7120 O98 POINT 42.80' LT. STA. 15+86.05 X= 2087373.1499 Y= 280981.7120 POINT 42.80' LT. STA. 16+00.00 89 X= 2087373.0844 Y. 280995.9019 90 POINT 37.80' LT. STA. 16+00.00 X= 2087378.0844 Y. 280995.9019 /".;;\ POINT 33.04' LT. STA. 16+00.00 X= 2087382.8453 Y. 280995.8958 92 POINT 32.80' RT. STA. 16+00.00 X= 2087448.6854 .Y= 280995.9007 O93 POINT 37.80' RT. STA. 16+00.00 X= 2087453.6866 Y= 280995.9122 POINT 42.81' RT. STA. 16+00.00 94 X= 2087458.6867 Y. 280995.9122 17 ' Pa4TCT . 39-411321 C.N. 42442 LtET W 2-L3 18 SEC. 12-T9N-R10W GEORIETROCS c 0 T 0 3 NO 18 19 18 19 HWY 34 SEC. 12—T9N—R1OW SEC. 12—TSN—R1OW Z noxCr t'. I S'<n M 34-4(132) i 2-L4 C.Y. 42442 ©EOO" fz U I OC©S C 0 V 0 NO ON 0 2 P.O.T. STA. 1+16.30 3 4 SEC. 12-T9N-R1OW 5 Z CI YQE' x 34-4(132) 2-15 .11. 42442 6 HWY. 34 SEC. 12-TSN-R1OW DRAONAME 0 0 er «0 e«0 wn IZl az iw7 O7000 C? C. 40. S'4(, ,0. 34-4(132) 2-16 C.N. 42442 REMOVE INLET ® REMOVE EXISTING SEWER PIPE STATION SIDE EACH STATION TO STATION SIDE DESCRIPTION EXC. ICU. YDS.) 6+60.00 RT. 1 6+00.00 - 7+65.81 RT. 24" x 165' 7+65.81 RT. 1 7+65.81 - 7+69.30 RT.& LT. 24" x 58' 7+90.26 LT. 1 7+69.30 - 7+68.66 LT. 18" x 20' SEC. 12-79N-R10W 11+23.70 RT. 1 7+69.30 - 7+90.68 LT. 24" x 21' 11+35.81 LT. 1 7+90.68 - 7+90.68 LT. 15" x 9' 7+90.68 - 11+35.80 LT. 24" x 345' 11+23.69 - 11+35.80 RT.& LT. 15" x 57' 11+23.69 - 11+49.56 RT. 12" PVC x 30' 11+35.80 - 12+00.00 LT. 15" x 64' 6 7 Z 8 9 10 11 12 r I - co X xx<>xXXXXXXXXXXXXXXXXXxXxXxXxXXxXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXxXXXXXXXXXXXXXXXXXXXXX%%XY%YYY.Y. 0 %..%.%, x X x •..:..__ _.. _ .. ,., ,. K 1 .• .. 1 , k :.. HWY. 34 .:-.... .. _. .. .. k )( X X X X © k O Xxxx XxxXxxxxxxKXxxXXXX=xXXXxYX.. _�X..'�_XXxXXXXx Q BUILD STORM SEWER PIPE. TYPE 1,7 or 8 NO. SIZE DESCRIPTION 1 24" x 60' Junction Box No.1 to Existing 24" Pipe 1-8° Conc. Collar Plan 425-R4 2 24" x 136' Junction Box No. 1 to Curb Inlet No.1 3 24" x 70' Curb Inlet No. 1 to Curb Inlet No.2 Special Plan 6C Fill=1.25 SEC. 12-T9N-RIOW 4 18" x 32' Curb Inlet No. 2 to Exist 18" Pipe, 1-60° Conc. Collar Special Plan 4C BUILD JUNCTION 80X. SPECIAL PLAN 3C 5 24" x 379' Curb Inlet No. 1 to Curb Inlet No.4 NO. STATION SIDE "X" "Y x VI" 6 15" x 16' Area Inlet No. 1 to Pipe No.5 1 6+60.00 Rt. 6'-0" 3'-0" x 4'-0" 7 12" x 9' Existing 12" PVC Pipe to Pipe #5 1-60° Conc. Collar. SpecIal Plan 5C 8 18" x 70' Curb Inlet No. 3 to Curb Inlet No.4 Special Plan 6C Fill=1.50 9 18" x 218' Curb Inlet No. 3 to Curb Inlet No.5 0 BUILD CURB INLET, PLAN 443-R7 10 18" x 247' Curb Inlet No. 4 to Curb Inlet No.6 NO. STATION SIDE "X'• "A" - •'Y" 1 7+96.10 Rt. 6'-6" 5'-2" 10•-0" BUILD 4" PERFORATED POLYETHLENE UNDERDRAIN PIPE ,-•• 2 7+96.10 Lt. 5'-6" 4'-7" 10'-0" (SEE SKETCH ON SHEET 2-N) i}c{1 3 11+74.75. Lt. 6'-0" 4'-7" 10'-0" STATION TO STATION SIDE DESCRIPTION HOWL. LIN. FT. . t' 4 11+74.75 Rt. 6'-0" 4'-7" 10'-0" 6+60.00 to 7+96.10 Rt. Junction Box #1 to Curb Inlet #1 - 136sa(fL' A .ms 7+96.10 to 11+74.75 Rt. Curb Inlet a1 to Curb Inlet #4 - 379 WRIER '( E-4798.0 9' 7+96.10 to 10+50.00 Lt. Curb Inlet #2 to 8th St. Intersec. - 250 \p - A BUILD AREA INLET WITH GRATE, SPECIAL PLAN 2C +g e NO. STATION SIDE "X" "Y x Y7" 1 11+16.42 Rt. 4'-0" 2'-0" x 2'-0" 0 0 O 0 ON v>=E 0 NO 12 13 REMOVE INLET STATION SIDE EACH 13+93.32 LT. 1 REMOVE EXISTING SEWER PIPE STATION TO STATION SIDE DESCRIPTION EXC. (CU. YDS.) 12+00.00 - 13+92.94 LT. 15" x 193' 14 15 Z 16 HWY. 34 SEC. 12-T9N-R1OW CT p. ! SKET n4 34-4(132) / 2 -LT C.N. 42442 17 18 x m O BUILD CURB INLET, PLAN 443-R7 NO. STATION SIDE HOWL. LIN. FT. 11+74.75 to 13+92.60 5 13+92.60 Lt. 4'-6" 4'-3" 10'-0" 6 14+22.58 Rt. 5'-0" 4'-3" 10'-0" SEC. 12-T9N-R10W BUILD 4" PERFORATED POLYETHLENE UNDERDRAIN PIPE (SEE SKETCH ON SHEET 2-N) " • STATION' TO STATION SIDE DESCRIPTION HOWL. LIN. FT. 11+74.75 to 13+92.60 Lt. Curb Inlet #3 to Curb Inlet #5 - 217 13+92.60to 16+00.00 Lt. Curb Inlet #5 to End of Project - 207 11+25.26 to. 14+22.58 Rt. Curb Inlet #4 to Curb Inlet #6 - 297 14+22.58 to 16+00.00 Rt. Curb Inlet #6 to End of Project - 177 DRAONAGE z N T O MO ANO =LUN N27 tact-. ow, COI" OWN O VN cN SEC. 12-T9N-R10W 18 19 SEC. 12-TSN-R10W Z 34-4f132) 2-18 C.N. 42442 DRAOHAISIE 5 C P 0 P.O.T. STA. 1+16.30 BUILD 8" DOWELED CONCRETE PAVEMENT. PLAN 329—R7 STATION TO STATION SIDE SO. YDS. 5+50.00 - 6+00.00 Lt. 5 5+93.81 - 6+00.00 Rt. 7 BUILD CONCRETE SIDEWALK, PLAN 301—R9 STATION TO STATION SIDE WIDTH SD. YDS. 5+50.00 - 5+74.90 Lt. 6' 14 BUILD CONCRETE DRIVEWAY, PLAN 301—R9 STATION SIDE SO. YDS. 5+66.06 - 6+00.00 Lt. 53 2 3 14 to ! r !1i 1 SEC. 12-T9N-RIOW 5 Z i PMO.YUU Wi. SitU NO. 34-4(132) 2-19 C.N. 42442 SODDING 36.58 SO. YDS. SEEDING. TYPE "B" 0.01 ACRES �, �-- �i • ate . .. . .... .... . '1 SEC. 12-T9N-R1OW K) CONSTRUCTION GJSTRUC6 TOO b ROOCWOy Design Division 6 7 SAN -- I II II II II II II I II I I L I it BUILD 8" DOWELED CONCRETE PAVEMENT. PLAN 329-R7 STATION TO STATION SIDE SO. YDS. 6+00.00 - 12+00.00 Lt. 617 6+00.00 - 12+00.00 Rt. 559 BUILD CONCRETE SIDEWALK. PLAN 301-R9 STATION TO STATION SIDE WIDTH SO. YDS. 6+06.43 - 7+46.53 Lt. 5' 76 7+75.90 - 10+55.14 Lt. 5' 167 11+00.00 - 12+00.00 Lt. 5' 67 8 9 SEC. 12-T9N-R10W 10 Z r SAN- - ---SAN -SAN--SA:!--=I -- - HWY. -3-4 --SAN-_ ___--_SAN- I PROJECT NO. YCET NO. 34-41132) 2-LIO C.N. 42442 BUILD CURB RAMP. SPECIAL PLAN 2C STATION SIDE TYPE 10+52.23 LT. I 11+03.97 LT. I -SAN SAN -SAN-- --SON- - -- SAP - SAP If Y/ -- BUILD CONCRETE DRIVEWAY. PLAN 301-R9 STATION SIDE SO. YDS. 6+00.00 - 6+18.39 Lt. 17 6+77.33 - 7+50.90 Rt. 116 7+34.67 - 7+87.86 Lt. 71 11+03.00 - 11+69.60 Rt. 100 SODDING 724.94 SO. YDS. SEEDING. TYPE "B" 0.18 ACRES SEC. 12-T9N-RIOW 6OM©ThUCCT00©b D 0 W 0 NO 12 j BUILD CONCRETE SIDEWALK. PLAN 301-R9 STATION TO STATION SIDE WIDTH SO. YDS. 12+00.00 - 12+14.71 Lt. 5' 8 12+25.74 - 12+63.57 Lt. 5' 20 12+75.97 - 13+31.88 Lt. 5' 30 13+75.57 - 14+66.67 Lt. 5' 51 13+99.57 - 14+85.82 Rt. 5' 48 14+77.59 - 15+52.70 Lt. 5' 43 14+96.88 - 15+41.82 Rt. 5' 24 15+61.53 - 16+00.00 Rt. 5' 21 15+63.30 - 16+00.00 Lt. 5' 22 13 -i L _ _J. BUILD V' DOWELED CONCRETE PAVEMENT. PLAN 329-R7 STATION TO STATION SIDE SO. YDS. 12+00.00 - 15+41.31 Lt. 232 12+00.00 - 15+46.82 Rt. 217 14 - i 11 i1 SEC. 12-T9N-R10W - --_ SAN-HWY.-34 C BUILD CONCRETE DRIVEWAY, PLAN 301-R9 STATION SIDE SO. YDS. 12+05.14 - 12+35.30 Lt. 27 12+53.99 - 12+85.59 Lt. 30 13+22.21 - 13+85.19 Lt. 87 13+40.29 - 14+13.37 Rt. 126 14+57.15 - 14+86.90 Lt. 27 14+76.19 - 15+06.39 Rt. 27 15+32.24 - 15+71.05 Rt. 44 15+43.18 - 15+72.92 Lt. 28 Z 16 5 SODDING 414.00 SO. YDS. SEEDING, TYPE "B" 0.09 ACRES 1 • SEC. 12-79N-R10W i 17 F I i +oit � 1 S _ I PROJECT 1q. 44E. 40. I 34-41132) 2-L11 C.N. 42442 18 1 _.J- - ---- -1 i I HTh CONSTPUCTOON 0 a WC7 OW N en 0lN 18 19 SEC. 12 -ISM -MOW Z 1 I` - L___. SEC. 12 -ISM -MOW C 34-4(132) 2-L12 C.N. 4244 6O INlOJ II RUC OON S a 0 N NO PN P.O.T. STA. 1+16.30 Z 2 3 • rt 1; I SEC. 12-TSN-R1OW i PROTECT NO. YEEi N. 34-41132) 2-L13 C.N. 42442 4 s r- SAN - -..- .. _.lS Sa>:....— N SAY: 1 i -HWY. -34 II SAN --- SAN — --- — SAN -- — SAN — N DO NOT DISTURB STATION SIDE DESCRIPTION 5+80.00 Lt. Underground Sprinkler Head SEC. 12-T9N-R1OW REMOVALS % 44 REMOVE DRIVEWAY STATION TO STATION SIDE SO. YDS. 5+58.62 - 6+00.00 LT. 58 Z 2 3 • rt 1; I SEC. 12-TSN-R1OW i PROTECT NO. YEEi N. 34-41132) 2-L13 C.N. 42442 4 s r- SAN - -..- .. _.lS Sa>:....— N SAY: 1 i -HWY. -34 II SAN --- SAN — --- — SAN -- — SAN — N DO NOT DISTURB STATION SIDE DESCRIPTION 5+80.00 Lt. Underground Sprinkler Head SEC. 12-T9N-R1OW REMOVALS A. REMOVE WALK STATION TO STATION SIDE SO. YDS. 5+50.00 - 6+00.00 LT. 16 Z 2 3 • rt 1; I SEC. 12-TSN-R1OW i PROTECT NO. YEEi N. 34-41132) 2-L13 C.N. 42442 4 s r- SAN - -..- .. _.lS Sa>:....— N SAY: 1 i -HWY. -34 II SAN --- SAN — --- — SAN -- — SAN — N DO NOT DISTURB STATION SIDE DESCRIPTION 5+80.00 Lt. Underground Sprinkler Head SEC. 12-T9N-R1OW REMOVALS a 0 0 No 6 7 _ � J u I I 1 I Ii III 1. SAN-- $ SAN r 4. REMOVE DRIVEWAY STATION TO STATION SIDE SO. YDS. 6+00.00 - 6+23.90 LT. 21 7+29.67 - 7+88.00 LT. 94 6+75.69 - 7+32.17 RT. 91 11+03.00 - 11+69.60 RT. 119 8 - aiaiiiaaaiaaiiaiaaaaiiaiaaiaa/aii�/aiiaa%;;;;>a�aiaaaiaiaa�iiaaaiaaaaiiaiaaaaaa�/iiiaa#/i/5„a%AV: %%/2) erAtiardsoreararaneteas 9 //, REMOVE PAVEMENT STATION TO STATION ///4 REMOVE WALK STATION TO STATION SIDE SO. YDS. 6+08.44 - 7+41.36 LT. 90 7+75.99 - 10+59.37 LT. 207 10+98.77 - 12+00.00 LT. 73 8 - aiaiiiaaaiaaiiaiaaaaiiaiaaiaa/aii�/aiiaa%;;;;>a�aiaaaiaiaa�iiaaaiaaaaiiaiaaaaaa�/iiiaa#/i/5„a%AV: %%/2) erAtiardsoreararaneteas 9 //, REMOVE PAVEMENT STATION TO STATION SIDE SO. YDS. 6+00.00 - 12+00.00 RT. 188 7+84.57 - 12+00.00 LT. 347 SEC. 12-79N-R10W Z N I- 1 iii%%/ ASSAVAr�������®®oo . -- SAN -^A II <T 34-4(132) 2-114 C.N. 42042 , ��� / / .. ���/»�/. • / 12 — SAN !I— II S -- SAA I /It 'I /I IT DO NOT DISTURB STATION SIDE DESCRIPTION 6+75.00 Rt. Parking Lot Light Pole 6+85.00 Rt. Business Sign on Brick Bose 7+82.55 - 8+69.61 Lt. Retaining Wall 7+39.00 Lt. Rock. Shrubs and Flagpole 11+30.00 Lt. Blue Spruce Tree SEC. 12-TSN-R1OW IREP O V' M$ 6 S 0 I ✓i 0 n.1 0 // REMOVE DRIVEWAY STATION TO STATION '%%O%%/ REMOVE WALK STATION TO STATION SIDE SO. YDS. 12+00.00 - 12+14.71 LT. 7 12+25.74 - 12+63.57 LT. 18 12+76.03 - 13+33.00 LT. 31 13+74.74 - 14+67.31 LT. 52 13+96+53 - 14+85.70 RT. 46 14+77.04 - 15+52.71 LT. 42 14+98.37 - 15+42.04 RT. 21 15+63.14 - 16+00.00 RT. 16 15+64.31 - 16+00.00 LT. 22 // REMOVE DRIVEWAY STATION TO STATION SIDE SO. YDS. 12+00.86 - 12+33.43 LT. 40 12+53.60 - 12+85.76 LT. 43 13+27.43 - 13+81.66 LT. 116 13+47.16 - 14+04.65 RT. 100 14+58.00 - 14+86.37 I.T. 32 14+79.70 - 15+06.29 RT. 31 15+41.79 - 15+70.18 RT. 43 15+43.13 - 15+73.22 LT. 31 SEC. 12-T9N-RIOW I I �t �C 12 i - i i 13 - i 14 i E \'T5.`' ; / I ��� ( 16 C �__ _ H r .I II i C(N. 41 { P I J �. Z 11 'n{ /. -,20.0" i... rriinr......................................i xi / ii .. riiixxiiiiiiiiiiii/iiiiiriiiiixiirxr.......r...x..xnx...n......xrirrirririix �--' I`-_ � ..... //ate%//i. jZer %� ----- < 17 HWY. 34 �.4 PRSXCi 10. SWAT NO. 34-4(132) 2-L15 C.N. 92942 18 { t /Ar%%%'>�/iii`iiiaTiiiiiiiiiaiiiiiiiiiiioii iiiiiai %Zmv///o/ji ///,' / ii/0,77a i//, REMOVE PAVEMENT STATION TO STATION SIDE SO. YDS. 12+00.00 - 16+00.00 RT. 67 12+00.00 - 16+00.00 LT. 67 DO NOT DISTURB STATION SIDE DESCRIPTION 12+14.00 Lt. Rock. Shrubs and wood fence 13+10.00 Lt. Tree 13+59.00 Lt. Fence 13+94.00 Rt. Business Sign 13+95.00 Lt. Tree 14+50.00 Rt. Tree 14+68.00 Lt. Wood Post 15+00.00 Lt. Tree SEC. 12-T9N-R1OW r REMOVALS V' ALS Roadway Design DivIslon L 18 19 SEC. 12-T9N-R1OW i rII 1 1 i L___ _ El r_ -J i 11. `� SEC. 12-T9N-R1OW i PROJECT M. SMUT N? 34-41132) 2-116 C.N. 42442 REMOVALS a N 0 6 a 8 o: - C tu NCC' CON OfN NOTES The locations of oil aerial and underground utility facilities may not be Indicated in these plans. Underground utilities, whether Indicated or not willbe located and flagged by the Utilities at the request of the Contractor. No excavation will be permitted in the area of underground utility facilities until all such facilities hove been located and Identified to the satisfaction of all parties. The excavation must be accomplished with extreme care in order to avoid any possibility of damage to the utility facility. DESCRIPTION OF EXISTING FACILITIES The following descriptions are for information only. Accuracy or completeness Is not guaranteed. The contractor should verify essential data before ordering materials or beginning work. Existing lighting units ore galv. steel and consist of a 400 watt cobra head luminaire attached to a 15 ft. mastarm 45 ft. above the roadway. All units are anchor base type and mounted on a concrete foundation. Electrical feed to the lighting units is single phase, 3 wire, 480/240 volt. Existing conductors ore No. 4 aluminum In 2" PVC conduit. P.O.T. STA. 1+16.30 SPARE BEND_ SPARE BEND 2 LEGEND RELOCATED LIGHTING UNIT FUTURE DECORATIVE LIGHT POLE LOCATION EXISTING LIGHTING UNIT LIGHTING UNIT TO BE RELOCATED PULL BOX CONDUIT IN TRENCH CONDUIT UNDER ROADWAY CONDUIT JACKED EXISTING LIGHTING CIRCUIT 3 00 r SEC. 12-T9N-RIOW 5 i Z 1 PROJECT '.0. 34-4(132) C.N. 42442 TWIT NO. 2-L17 6 j 1 --- --- tN-Hwy.--311 FDL -280,.. _ FDL -4 22' -SAN-- — SAN -- 31' — f1 L , NOTES: (1) EXISTING LIGHTING CONTROL CENTER IS LOCATED AT APPROX. STA. 25+05. 73' RT. (N.E. CORNER OF 11th STREET). CONTACT JASON REDDING WITH THE CITY OF HASTINGS UTILITY (402) 462-3660 AT LEAST THREE WORKING DAYS PRIOR TO REQUIRING SERVICE CONNECTION OR DISCONNECT. (2) LOCATE EXISTING LIGHTING CIRCUIT AT APPROX. POINT "A". CUT CONDUIT BEING CAREFUL NOT TO DAMAGE EXISTING CONDUCTORS THAT SERVED POLE EP -1. EXTEND NEW CONDUIT WITH EXISTING CONDUCTORS FROM POINT "A" TO RELOCATED POLE RP -1. INSTALL NEW PULL BOX NO. 1 INTO EXISTING LIGHTING CIRCUIT AT APPROX. LOCATION SHOWN BEING CAREFUL NOT TO DAMAGE EXISTING CONDUCTORS. INSTALL NEW CONDUIT AND CONDUCTORS FROM PULL BOX 1 TO RELOCATED POLE RP -1. MAKE NECESSARY ELECTRICAL CONNECTIONS IN PULL BOX 1 AND BASE OF POLE RP -1. (3) RELOCATE EXISTING LIGHTING UNIT EP -4 TO ITS NEW RP -2 LOCATION BEING CAREFUL NOT TO DAMAGE EXISTING CONDUIT AND CONDUCTORS. INSTALL NEW PULL BOX NO. 2 INTO VOID CREATED BY POLE EP -4 FOUNDATION REMOVAL. (NEW PULL BOX NO. 2 WILL BE INSTALLED IN THE NEW CONCRETE WALK AND IS NOT SHOWN FOR REASONS OF CLARITY.) ROUTE NEW CONDUIT AND CONDUCTORS FROM NEW PULL BOX NO. 2 TO POLE RP -2. MAKE NECESSARY ELECTRICAL CONNECTIONS IN PULL BOX 2 AND IN BASE OF POLE RP -2. (4) CONDUIT FOR POLE RELOCATIONS SHALL BE 2 INCH DIA.. PVC. CONDUIT FOR FUTURE DECORATIVE LIGHTING SHALL BE 1-1/2" INCH DIA., PVC. (5) PRIOR TO PERFORMING WORK ON THE CONDUIT SYSTEMS BEING INSTALLED FOR FUTURE DECORATIVE LIGHTING, THE CONTRACTOR SHALL CONTACT MR. RON SEKORA ENGINEER CITY OF HASTINGS (402) 831-2002 TO ASSURE THAT ALL ITEMS AS SHOWN ON THE PLANS HAVE THE CITY'S APPROVAL. (6) ELECTRICAL CONNECTIONS MUST BE RATED FOR THE SIZE AND TYPE (MATERIAL) OF THE CONDUCTORS BEING USED. AN ANTIOXIDANT COMPOUND SHALL BE USED ON ALL DISSIMILAR METAL CONNECTIONS. .�� C ' ' ! 7/ LS'„ ( - _FDL -3_, is SEC. 12-T9N-R1OW LOGNIIIaG 0 N»8 :Ill ow KNM o 0 040 i 6 7 /C-.71‘ .f.'.K a I0 FDL-6FDL-8 c w 8 Ii I' N I ! 7 Ii i 3 v FDL -13 �....-._ ___.L_c. _-..t-1- ..0 SEC. 12-T9N-R1OW 10 ii 1, 1 I ,_ .- .Flour DL -15 w 7' ti r 11 YiE CT 34-41132) I 2-118 C.N. 424 FDL -17 �T 44i 0, 1T r 21 —_. --9----- �a..� i SA 12 rip; -- -SA r! SAF SEE NOTE 2 2"x14',, POINT "A n I I '3 K{ I 0 0 0 1, —54r 0 — "16'0'7' Ff1C='f 4 FDL -12 .._...- EP -2 FDL -14 FD• L-16 SEC. 12-T9N-R1OW 6 4 o- r.a'p - ELO' NTD© 5 0 0 0 tiC N NO VN 12 J C 33' 13 f! 461 FO,L-21 12'/ a 45' 14 i w 1__---.._.-. If //4t9 DL -23 ) 17'-`•� v `— -- 27� .. 34' SEC. 12-T9N-R1OW 12' 12' Z I 17 a . ti 17' (19'FDL29��, fr FDL-29 30 (.- �u: 1 SEE NOTE 3 PULL BOX 2 (NOT SHOWN) _FDI -IP FP -1 I FDL=20 -. FDL -22 3� `` 6 t :--1t I L. '_- 32 j6,--) S41 FDL -24 - 'FD -26 -r12! i ----- 1 Fr I rxosCT NO. 9EET NO. 34-4(132) 2-L19 C.N. 42442 SEC. 12-TSN-R10W 16' FDL -28 �F r ILIMICeb© 0 c 0 0 0 0 0 vr O4 vro P.O.T. STA. 1+16.30 PHASE 1A TRAFFIC ON WEST OF CENTER LINE LANE CLOSURE, REMOVALS & CONSTRUCTION 2 Z SEC. 12-T9N-R10W 3 4 SEC. 12-TSN-R1OW HWY 34 Cr I vcEI 34-9(1321 2 -PI C.N. 42442 o NOTE: The contractor shall complete the concrete widening, concrete pavement and joint repair, and cross-stitching operations on each phase before proceeding to the next phase 5 6 PNJASSONO 9 c C 0 V a 0 088 0 z owI wv'to ¢NM O=N C 0 N 0 NO 6 T SEC. 12-T9N-R1OW 8 9 10 Z 4-4(132) J 2-P2 C.N. 42442 11 12 HWY. 34 PHASE 1A lee . TRAFFIC ON WEST OF CENTER LINE V/// LANE CLOSURE. REMOVALS & CONSTRUCTION SEC. 12-TSN-R1OW PNASO 9 A 0 0 12 13 14 SEC. 12-T9N-R1OW 15 16 PHASE 1A MOP. TRAFFIC ON WEST OF CENTER LINE LANE CLOSURE, REMOVALS & CONSTRUCTION HWY 34 Z 17 4-4(132) i 2-P C.N. 42442 18 pr.rawar Sirflerra SEC. 12-T9N-R1OW PHASOMn G 0 0 co 0 =NN OV4 P.O.T. STA. 1+16.30 Z SEC. 12-T9N-R1OW 2 3 4 5 HWY 34 I 110AC: NO. 1941: 34-4(132) 1 2-P4 C.N. 42442 6 4 - PHASE 16 y TRAFFIC STAYS WEST OF CENTER LINE 1///A REMOVALS & CONSTRUCTION OF OTHER HALF OF DRIVEWAYS SEC. 12-TSN-RIOW PN lONG 9Q C o N N 0 NO 6 7 SEC. 12-T9N-R1OW 8 9 10 z PN(A!EC1 np. I 5CET >O. 34-4032-P5 C.N. 42442 11 12 PHASE 1B Me TRAFFIC STAYS WEST OF CENTER LINE V/l /A REMOVALS & CONSTRUCTION OF OTHER HALF OF DRIVEWAYS SEC. 12-T9N-R1OW L°PNIQlOR Cha 9Q Design Oivisien 0 zJ 0=I ZZ NZ7 Ow , OWI Cop yr O7N 12 13 14 SEC. 12-T9N-R1OW 15 16 ... _ �; ... y HWY 34 Z 34-4(132) I 2-P6 C.N. 42442 17 18 PHASE 16 y TRAFFIC STAYS WEST OF CENTER LINE V/// A REMOVALS & CONSTRUCTION OF OTHER HALF OF DRIVEWAYS SEC. 12—TSN—R1OW PHASONO 0 0 0 0 2 tL z Zr CV, O N C NO 2 M 0 U) O a Z SEC. 12-T9N-R1OW 3 4 CT NO. 9Cfl 34-4(132) 2-P7 C.N. 42442 5 HWY 34 6 PHASE 2 EEO, TRAFFIC MOVED TO EAST SIDE OF CENTER LINE LANE CLOSURES, REMOVALS & CONSTRUCTION SEC. 12-T9N-R1OW PHASOf© 2 0 c 0 W 0 Nw0 O ZFN F. z WOE OWI O 0MN NO 6 7 8 SEC. 12-T9N-R1OW 9 10 iiiiiiirrii�ooir��/i.'ii®iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiii j Z 11 34-41132) I 2-P8 12 • V//2 PHASE 2 TRAFFIC MOVED TO EAST SIDE OF CENTER LINE LANE CLOSURES, REMOVALS 8 CONSTRUCTION SEC. 12-TSN-R1OW I?G'ASSOMnG 2 Design Division c 0 0 NO 12 13 14 SEC. 12-T9N-R10W 15 //n s////�////f/o�//�'�Yflflf/////sa V tI y�/y/f//////////�®f�®®/�//O 7/f//////////////%/�/ ®��� �®��~///o�/��e®®///®ar///�A/A///////®�®i/o lean ®/©��si���e/�/��s ���t/®OIre j 16 HWY 34 I— MAO NO. vc(. w. 34-9(132) 2-P9 C.N. 42442 Z 17 18 V///A PHASE 2 TRAFFIC MOVED TO EAST SIDE OF CENTER LINE LANE CLOSURES. REMOVALS & CONSTRUCTION SEC. 12-T9N-R1OW 8 0 C 0 p0 NOTES The locations of all aerial and under- ground utility facilities may not be indicated in these plans. Underground utilities, whether indicated or not will be located and flagged by the Utilities at the request of the Contractor. No excavation will be permitted In the area of underground utility facilities until all such facilities hove been located and identified to the satis- faction of all parties. The excavation must be accomplished with extreme care in order to avoid any possibility of damage to the utility facility. • The Contractor will not be required to furnish Borrow on this Project. • The Contractor will be required to furnish Waste Areas for Excess Excavation on this Project • The Contractor may obtain material for Shoulder Construction from Excess Excavation. OENEA n CULVERT PIPE LEGEND TYPE DESCRIPTION 1 RCSP Reinforced Concrete Sewer Pipe 2 RCP Reinforced Concrete Pipe 3 GCCMP Galvanized (zinc) Coated Corrugated Metal Pipe 4 ACCMP Aluminum Coated Corrugated Metal Pipe 5 PCCMP Polymer Coated Corrugated Metal Pipe 6 HDPE -CI High Density Polyethylene (corrugated Interior) 7 HOPE -SI High Density Polyethylene (smooth Interior) 8 PVC Polyvinyl Chloride Pipe EARTHWORK STATION TO STATION EXCAVATION ESTABLISHED QUANTITY (CU. YDS.) EMBANKMEN (CU. YDS.) BALANCE FACTOR EXCESS EXCAVATION (Cu. YDS.) 5+50.00 - 16+00.00 1227 67 1.50 1122 TOTAL 1227 67 1.50 _ 1122 _ THE CONTRACTOR MAY USE THE EXCESS EXCAVATION FOR SHOULDER CONSTRUCTION AND/OR OTHER EMBANKMENT. LJ ON LEGEND ----E --- ELECTRICAL SERVICE - -P— POWER LINE — OP— OVERHEAD POWER LINE — SAN — SANITARY SEWER - ---SS-- STORM SEWER — T— TELEPHONE LINE - ---PO-- FIBER OPTIC TELE. LINE - -Or-- OVERHEAD TELEPHONE LINE --Tv— CABLE TV LINE —01v— OVERHEAD CABLE TV LINE —21-- WATER LINE FENCE - CHAIN LINK —x— FENCE - R.O.W. OR WIRE FENCE - WOOD ----- FLOWLINE - CENTER LINE DRIVE BENCH MARK OO CENTER PIVOT o CONTROL POINT © GAS METER C GAS VALVE GRID TICK -- I GUARDRAIL • GUARD POST • GUY POLE GUY WIRE - ORO -3E LIGHT POLE 8 MAILBOX ® MANHOLE MARSH DT OIL WELL O PHOTO CODE POINT © POWER BOX % POWER POLE (Pi POWER PULL BOX PROPANE TANK ® R.O.W. MARKER Q ADVANCED F.R. WARNING SIGN • RAILROAD WARNING RAILROAD TRACKS —n— RETAINING WALL a 1.4 0 e SATELLITE DISH SIGN TRAFFIC SIGNAL TRAFFIC SIGNAL/ST. LIGHT TELEPHONE BOX TELE. FIBER OPTICS BOX TELEPHONE PULL BOX TELEPHONE POLE TELEVISION BOX TREE - CONIFEROUS TREE - DECIDUOUS TREE STUMP WATER (FIRE) HYDRANT WATER VALVE WATER METER WELL WINDMILL 0L<1 NO. { NEfI 34-41132) 1 2-N1 C.N. 4299 (DRDESIGN145} do r31120 6/23/2008 8:10:16 AM cc 0 W —BACK OF CURB Iitl111111111 11-E itlEallv.� 0 0 BACK OF CURB 0 S • . "a el At 12" PIPE UNDERDRAIN DETAIL 12" OVERLAP FILTER FABRIC F O CONCRETE PAVEMENT 0 SUBGRADE PREPARATION 0 4" FOUNDATION COURSE O 4" PERFORATED PIPE UNDERDRAIN OS FILTER FABRIC (SUBSIDIARY) © GRANULAR FILL (SUBSIDIARY) BACK OF CURB AIA cJ ON 6" PVC PIPE SLEEVE AT INLET WALL FOR PIPE UNDERDRAIN OUTLET PIPE PLUG 111-1111 ( 1._fr MIN. alo 34-4(132) ! 2-N2 BACK OF CURB z SECTION A -A HUMMERS, Epi �•9 wi a BACK OF CURB -1 II iD�numu�uAViglarirdi C.N. 42442 BACK OF CURB FLOW PLAN A FLOW FLOW FLOW INLET WALL 6" PVC PIPE SLEEVE PACK NON -SHRINK GROUT AROUND 4" DRAIN PIPE DETAIL OF PIPE UNDERDRAIN AT INLET (SAG CONDITION) PLAN ESIGN'3) dor31120 4/18/2008 7:23:01 AM JOINT SEALANT FLOW 1" PREFORMED EXPANSION JOINT FILLER CONCRETE BARRIER CURB * OUANTI TIES CONCRETE 4.55 CU. YDS./STA. AREA 1.228 5Q. FT. JOINT SEALANT FLOW I" PREFORMED EXPANSION JOINT FILLER CONCRETE MEDIAN CURB * QUANTI TIES CONCRETE 4.42 CU. YDS./STA. AREA 1.192 SQ. FT. NOTE: * ONE INCH PREFORMED EXPANSION JOINT FILLER SHALL BE PLACED AT INTERVALS OF NOT MORE THAN 100' THRU CONCRETE BARRIER CURB, CONCRETE MEDIAN CURB, AND CONCRETE CURB, TYPE L NOTE: MAY BE USED WHEN T IS LESS THAN 12" INTEGRAL CONCRETE BARRIER CURB QUANTITIES CONCRETE 1.33 CU. YDS./STA. AREA 0.359 50. FT. FLOW 1" INTEGRAL CONCRETE LIP CURB QUANTITIES CONCRETE 0.62 CU. YDS./STA. AREA 0.167 S0. FT. NO. 4 LONGITUDINAL BAR TO BE GAPPED AT CONTRACTION JOINT LOCATIONS; 3" MIN., 6" MAX. Na 5 x 8" TIE BARS AT 5'-0" CENTERS NOTE: USE WHEN T IS 12" OR GREATER INTEGRAL CONCRETE BARRIER CURB ALTERNATE TYPE QUANTITIES CONCRETE 1.33 CU. YDS./STA. AREA 0.359 S0. FT. JOINT SEALANT FLOW 1" PREFORMED EXPANSION JOINT FILLER CONCRETE CURB, * TYPE I QUANTITIES CONCRETE 5.22 CU. YDS./STA. AREA 1.408 5Q. FT. CONTRACTION JOINTS SHALL BE CONSTRUCTED TO MATCH LOCATION OF EXISTING JOINTS FLOW R EXISTING CONCRETE PAVEMENT THE AREA BETWEEN CURB AND EXISTING CONCRETE PAVEMENT TO BE CLEANED AND ROUGHENED AS DIRECTED BY THE ENGINEER ti 1'-0" NO. 4 LONGITUDINAL BAR TO BE 2" GAPPED AT CONTRACTION JOINT LOCATIONS; 3" MIN., 6" MAX. NO. 5 x 8" TIE BARS AT 5'-0" CENTERS TO BE DRILLED AND GROUTED INTO EXISTING CONCRETE PAVEMENT (WITH APPROVED GROUT) CONCRETE CURB, TYPE II QUANTITIES CONCRETE 0.87 CU YDS./STA. AREA 0.234 50. FT. T/4 (2" MIN.) SAW CUT 4" MIN. DEPTH JOINT FILLER RESERVOIR CONTRACTION JOINT THRU CURB INTEGRAL CONCRETE CURB QUANTITIES CONCRETE 0.89 CU. YDS./STA. AREA 0.239 50. FT. FLOW No. 4 LONGITUDINAL BAR TO BE 2" GAPPED AT CONTRACTION JOINT LOCATIONS; 3" MIM, 6" MAX. CONCRETE PAVEMENT ; Na 5 x 8" TIE BARS AT 5'-0" CENTERS INTEGRAL CONCRETE CURB ALTERNATE TYPE QUANTITIES CONCRETE 0.87 CU. YDS./STA. AREA 0.234 S0. FT. NOTE: T = PAVEMENT THICKNESS R9 RB RT REV. NO. MAR05 MVO/ O X.90 DATE MULTIPLE REVISIONS MULTIPLE REVISIONS BARRIER CURBS DESCRIPTION OF REVISION NEBRASKA DEPARTMENT OF ROADS STANDARD PLAN NO.301-R9 PEMENT DETAILS APPROVED: JANUARY 31. 1979 wtt LIGHTING DEVICES FUNCTION CONSTRUCTION AND MAINTENANCE ACTIVITIES OFTEN CREATE CONDITIONS ON OR NEAR THE TRAVELED WAY THAT ARE PARTICULARLY HAZARDOUS AT NIGHT. IT IS OFTEN DESIRABLE AND NECESSARY TO SUPPLEMENT THE REFLECTORIZED SIGNS. BARRIERS, AND CHANNELIZING DEVICES WITH LIGHTING DEVICES. STROBE TYPE LIGHTS ARE NOT PERMITTED. BARRICADE WARNING LIGHTS DESIGN (BATTERY OPERATED) TYPE "A" LOW INTENSITY FLASHING WARNING LIGHTS ARE YOST COMMONLY MOUNTED ON BARRI- CADES. OR WITH SIGNS AND ARE INTENDED TO WARN THE DRIVER THAT THEY ARE PROCEEDING IN A HAZARDOUS AREA. THESE LIGHTS SHALL NOT BE USED FOR DELINEATION. AS A SERIES OF FLASHING LIGHTS IN A ROW WOULD TEND TO OBSCURE THE DESIRED PATH. TYPE "B" HIGH INTENSITY FLASHING WARNING LIGHTS ARE NORMALLY MOUNTED ON THE ADVANCE WARNING SIGNS. EXTREMELY HAZARDOUS SITE CONDITIONS WITHIN THE CONSTRUCTION AREA MAY REOUIRE THAT THE LIGHTS BE MOUNTED ON TYPE III BARRICADES. SIGNS. OR OTHER SUPPORTS. AS THESE LIGHTS ARE EFFECTIVE IN DAYLIGHT, THEY ARE DESIGNED TO OPERATE 24 HOURS PER DAY. TYPE "C" STEADY BURN LIGHTS AS USED HEREIN. SHALL MEAN A SERIES OF LOW WATTAGE YELLOW ELECTRIC LIGHTS. WHERE LIGHTS ARE NEEDED TO DELINEATE OR MARK THE TRAVELED WAY THROUGH AND AROUND OBSTRUCTIONS IN A CONSTRUCTION MAINTENANCE AREA, THE DELINEATION SHALL BE ACCOMPLISHED BY USE OF STEADY BURNING LIGHTS. FLASHING ARROW PANEL (DISPLAY) AN ARROW PANEL IS A SIGN WITH A MATRIX OF ELEMENTS. THE MATRIX. CAPABLE OF EITHER FLASHING OR SEQUENTIAL DISPLAYS, IS INTENDED TO PROVIDE ADDITIONAL WARNING AND DIRECTIONAL INFORMATION TO ASSIST IN MERGING AND CONTROLLING TRAFFIC THROUGH OR AROUND A TEMPORARY TRAFFIC CONTROL ZONE. AN ARROW PANEL SHOULD BE USED IN COMBINATION WITH APPROPRIATE SIGNS, BARRICADES. OR OTHER TRAFFIC CONTROL DEVICES. DESIGN ARROW PANELS SHALL MEET THE SfEE AND SPECIFICATIONS OF THE MUTCD FOR TYPE C ARROW DISPLAYS. FLASHING ARROW PANEL SHALL BE RECTANGULAR, OF SOLID APPEARANCE AND FINISHED IN NOREFLECTIVE BLACK. THE PANEL SHALL BE MOUNTED ON A VEHICLE. TRAILER OR OTHER SUITABLE SUPPORT. MINIMUM MOUNTING HEIGHT SHALL BE 7 FEET FROM THE ROADWAY TO THE BOTTOM OF THE PANEL. EXCEPT ON VEHICLE -MOUNTED PANELS, WHICH SHOULD BE AS NIGH AS PRACTICABLE. THE FOLLOWING SELECTIONS SHALL BE PROVIDED ON THE ARROW PANEL OPERATING MODE PANEL DISPLAY FLASHING ARROW L MINIMUM ....3, RIGHT SHOWN:LEFT OPPOSITE SEQUENTIAL ARROW 1/3 L MINIMUM .(. ..( ....{ RIGHT SHOWN:LEFT OPPOSITE SEQUENTIAL CHEVRON 165 180 RIGHT SHOWN:LEFT OPPOSITE FLASHING DOUBLE ARROW 225 4..3 40 FLASHING OR ALTERNATING CAUTION 295 • OR � FLASHING FLASHING LINE CORNERS THE ARROW PANEL SHALL HAVE A N NIMUM SIZE OF 96 INCHES WIDE AND 48 INCHES HIGH. THE MINIMUM LEGIBILITY DISTANCE SHALL BE 1 MILE. THE PANEL SHALL CONTAIN 25 LAMP ELEMENTS. ARROW PANEL ELEMENTS SHALL BE CAPABLE OF A MINIMUM SO PERCv1T DIMMING, AUTOMATICALLY WHEN AMBIENT LIGHT FALLS BELOW 50 LUX. THE MINIMUM ELEMENT "ON TIME" SHALL BE 50 PERCENT FOR THE FLASHING NODE AND EQUAL INTERVALS OF 25 PERCENT FOR EACH SEQUENTIAL CHEVRON PHASE. THE FLASHING RATE SHALL BE NO FEWER THAN 25 NOR MORE THAN 40 FLASHES PER MINUTE. APPLICATION A FLASHING ARROW OR SEQUENTIAL CHEVRON MAY BE USED FOR STATIONARY OR MOVING LANE CLOSURES. AN ARROW DISPLAY IN THE CAUTION MODE SHALL BE USED ONLY FOR SHOULDER WORK, BLOCKING THE SHOULDER, OR ROADSIDE WORK NEAR THE SHOULDER. AN ARROW DISPLAY SHALL NOT BE USED ON A TWO-LANE TWO-WAY ROADWAY FOR TEMPORARY ONE -LANE OPERATION OR LANE SHIFTS. AN ARROW DISPLAY SHALL NOT BE USED ON A MULTILANE ROADWAY TO LATERALLY SHIFT ALL LANES OF TRAFFIC. BECAUSE UNNECESSARY LANE CHANGING MAY RESULT. TRAFFIC SIGNALS TRAFFIC SIGNALS MAY BE ALLOWED AT CERTAIN EQUIPMENT CROSSINGS WHERE THE VOLUME OF FILL MATERIAL AND THE MNBER OF EQUIPMENT CROSSINGS PER HOUR IS HIGH. TRAFFIC SIGNALS MAY BE ALLOWED AT CERTAIN BRIDGE CONSTRUCTION SITES WHERE A COMBINATION OF ONE-WAY TRAFFIC AND HIGH TRAFFIC VOLUMES WOULD BE BEST SERVED WITH THIS TYPE OF TRAFFIC CONTROL. ALL TRAFFIC SIGNAL REQUESTS AND METHOD OF INSTALLATION ON THE STATE HIGHWAY SYSTEM SHALL BE IN COMPLIANCE WITH THE MUTCD AND MUST BE APPROVED BY THE STATE TRAFFIC ENGINEER. FLOOD LIGHTS WHEN NIGHTTIME WORK IS REWIRED, FLOODLIGHTS SHOULD BE USED TO ILLUMINATE FLAMER STATIONS, EQUIPMENT CROSSINGS. AND OTHER AREAS WHERE EXISTING LIGHT IS NOT ADEQUATE FOR THE WORK TO BE PERFORMED SAFELY. IN NO CASE SHALL FLOODLIGHTING BE PERMITTED TO CREATE A DISABLING GLARE FOR DRIVERS. THE ADEQUACY OF THE FLOODLIGHT PLACEMENT AND ELIMINATION OF POTENTIAL GLARE SHOULD BE CHECKED BY DRIVING THROUGH THE PROJECT. PAVEMENT MARKING IT IS INTENDED TO THE EXTENT POSSIBLE. THAT MOTORISTS 8E PROVIDED MARKINGS WITHIN A WORK AREA COMPARABLE TO THE MARKINGS NORMALLY MAINTAINED ALONG ADJACENT ROADWAYS, PARTICULARLY AT EITHER END OF THE WORK AREA. ALL MARKINGS AND DEVICES USED TO DELINEATE VEHICLE AND PEDESTRIAN PATHS SHALL BE CAREFULLY REVIEWED DURING DAYTIME AND NIGHTTIME PERIODS TO AVOID INADVERTENTLY LEADING DRIVERS OR PEDESTRIANS FROM THE INTENDED PATH. PAVEMENT MARKINGS NO LONGER APPLICABLE SHALL BE REMOVED UNLESS OTHERWISE APPROVED BY THE ENGINEER. RUMBLE STRIPS EACH SECTION SHALL CONSIST OF 10 SEGMENTS. 24" EDGE OF TRAVELED LANE I I I I I I I I I I I I I I I I I I I DESIGN RUMBLE STRIPS MAY BE MADE OF ASPHALT PAVING MATERIAL. EPDXY AND AGGREGATE OR OTHER SUITABLE MATERIAL WHICH WILL MAINTAIN A DESIRABLE RUMBLE EFFECT. THE RUMBLE STRIP SHOULD HAVE AN INSTALLED HEIGHT CF 5/8". PREFORMED RUMBLE STRIPS MAY BE USED PROVIDED THEY HAVE A MINIMUM 1/2" HEIGHT. TAPERS TAPERS ARE CREATED USING A SERIES OF CHANNELIZING DEVICES OR PAVEMENT MARKINGS PLACED TO MOVE TRAFFIC OUT OF DR INTO ITS NORMAL PATH. MERGING TAPER A MERGING TAPER REWIRES THE LONGEST DISTANCE BECAUSE DRIVERS ARE REWIRED TO MERGE WITH AN ADJACENT LANE OF TRAFFIC AT THE PREVAILING SPEED. THE TAPER SHOULD BE LONG ENOUGH TO ENABLE MERGING DRIVERS TO ADJUST THEIR SPEEDS AND MERGE INTO A SINGLE LANE BEFORE THE END OF THE TRANSITION. SHIFTING TAPER A SHIFTING TAPER IS USED WHEN MERGING IS NOT REWIRED, BUT A LATERAL SHIFT IS NEEDED. APPROXIMATELY ONE-HALF L HAS BEEN FOUND TO BE ADEQUATE. WHERE MORE SPACE IS AVAILABLE. IT MAY BE BENEFICIAL TO USE LONGER TAPERS. GUIDANCE FOR CHANGES IN ALIGNMENT MAY ALSO BE ACCOMPLISHED BY USING HORIZONTAL CURVES DESIGNED FOR NORMAL HIGHWAY SPEEDS. SHOULDER TAPERS A SHOULDER TAPER MAY 8E BENEFICIAL ON NIGH -SPEED ROADWAYS WITH IMPROVED SHOULDERS THAT MAY BE MISTAKEN FOR DRIVING LANES (WHEN WORK IS OCCIARING IN THE SHOULDER AREAS). IF USED. SHOULDER TAPERS APPROACHING THE ACTIVITY AREA SHOULD NAVE A LENGTH OF ABOUT ONE-THIRD L. DOWNSTREAM TAPERS THE DOWNSTREAM TAPER MAY BE USEFUL IN TERMINATION AREAS TO PROVIDE A VISUAL CUE TO THE DRIVER THAT ACCESS IS AVAILABLE TO THE ORIGINAL LANE/PATH THAT WAS CLOSED. WHEN USED. IT SHOULD HAVE A MINIMUM LENGTH OF ABOUT 100 FEET PER LANE, WITH DEVICES SPACED ABOUT 20 FEET APART. ONE LANE. TWO WAY TAPER THE ONE -LANE , TWO-WAY TRAFFIC TAPER IS USED IN ADVANCE OF AN ACTIVITY AREA THAT OCCUPIES PART OF A TWO-WAY ROADWAY IN SUCH A WAY THAT A PORTION OF THE ROAD IS USED ALTERNATELY BY TRAFFIC IN EACH DIRECTION. A SHORT TAPER HAVING A MAXIMUM LENGTH OF 100 FEET WITH CHANNELZING DEVICES AT APPROXIMATELY 20 -FOOT SPACINGS SHOULD BE USED TO GUIDE TRAFFIC INTO THE ONE-WAY SECTION. TAPER LENGTH CRITERIA FOR TEMPORARY TRAFFIC CONTROL ZONES TYPE OF TAPER TAPER LENGTH (FEET) MERGING TAPER L MINIMUM SHIFTING TAPER 1/2 L MINIMUM SHOULDER TAPER 1/3 L MINIMUM TWO-WAY TAPER 100 FEET MAXIMUM FORMULAS FOR L SPEED FORMULA 90 MPH OR LESSL = 60 45 MPH OR GREATER L = WS L = TAPER LENGTH IN FEET W = WIDTH 0 OFFSET IN FEET S . POSTED SPEED LIMIT PRIOR TO WORK IN MPH TAPER LENGTH L (FEET) SPEED (MPH) S LANE WIDTH MFT 11 FT 12 FT 25 105 115 125 30 150 165 180 35 205 225 245 40 270 295 320 45 450 495 540 50 500 550 600 55 550 605 660 65 650 715 780 70 T00 770 640 T5 750 825 900 ROADSIDE SIGNS HEIGHT AND LATERAL LOCATION OF SIGNS RURAL AREA t S� URBAN AREA TYPICAL FIRST SIGN AT CONSTRUCTION SITE ROAD WORK h MILE WITH TYPE "8" FLASHING WARNING LIGHT MOUNTED ABOVE TYPE III BARRICADE WITH SPEED ADVISORY PLATE PORTABLE AND TEMPORARY MOUNTING TYPICAL SIGN MOUNTINGS POST MOUNTED SIGNS 48 INCHES OR WIDER REQUIRE TWO POSTS SIGN WIDTHS LESS THAN 8 INCHES MAY BE MOUNTED WITH ONE POST TYPICAL SIGN MOUNTINGS OTHER THAN POST MOUNTED TYPE III BARRICADE WITH SIGN ROAD CLOSED DETOUR TYPE III BARRICADE WITH SIGN AND DETOUR ARROW TYPE II BARRICADE WITH DETOUR ARROW OR SIGN MINIMUM 1 FT ABOVE PAVEMENT PORTABLE "AND TEMPORARY MOUNTING TYPE III BARRICADE WITH CHEVRONS PLASTIC DRUM WITH CHEVRON OR SIGN GENERAL NOTES 1. ALL TRAFFIC CONTROL DEVICES SHALL MEET THE APPLICABLE STANDARDS AND SPECIFICATIONS PRESCRIBED IN PART VI OF THE LATEST EDITION OF THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, UMW)" AND THE STATE OF NEBRASKA SUPPLEMENT TO THE MUTCD. 2. TRAFFIC CONTROL PLANS AND DEVICES SHOULD FOLLOW THE PRINCIPLES SET FORTH. BUT MAY DEVIATE FROM THE TYPICAL DRAWINGS TO ALLOW FOR CONDITIONS AND REQUIREMENTS OF THE PROJECT. 3. TRAFFIC CONTROL DEVICES SHALL BE INSTALLED SO AS NOT TO OBSTRUCT THE VIEW OF OTHER TRAFFIC CONTROL DEVICES. THE ENGINEER SHALL HAVE THE AUTHORITY TO REWIRE THE USE, AND APPROVE THE LO- CATION OF ANY OF THE DEVICES SHOWN IN THESE PLANS. 5. UNPROTECTED TEMPORARY AND POST MOUNTED SIGNS SHOULD BE CRASHWORTHY (REFER TO THE ROADSIDE DESIGN GUIDE, CHAPTER NINE. FOR ADDITIONAL GUIDANCE). R5 07.98 REVISE CHANNEIIZATAON DEVICES,TAPER R4 JAN.95 REWRITE R3 AUG.88 WORDINGREFLECTNRY REV. NO. DATE DESCRIPTION OF REVISION NEBRASKA DEPARTMENT OF ROADS STANDARD PLAN NO.920-R5 TRAFFIC CONTROL CONSTRUCTION AND MAINTENANCE ORIGINAL: OCTOBER 1998 DATE Roadway Design Division CHANNELIZATION DEVICES THE FUNCTION OF CHANNELIZATION DEVICES IS TO WARN DRIVERS OF CONDITIONS CREATED BY WORK ACTIVITIES IN OR NEAR THE TRAVELED WAY, TO PROTECT WORKERS IN THE TEMP- ORARY TRAFFIC CONTROL ZONE, AND TO GUIDE DRIVERS AND PEDESTRIANS SAFELY. CHANNEL- IZING DEVICES INCLUDE BUT ARE NOT LIMITED TO CONES, TUBULAR MARKERS, VERTICAL PANELS, DRUMS, BARRICADES. TEMPORARY RAISED ISLANDS, AND BARRIERS. DEVICES USED FOR CHANNELIZATION SHOULD PROVIDE FOR SMOOTH AWN GRADUAL TRAFFIC MOVEMENT FROM ONE LANE TO ANOTHER, ONTO A BYPASS OR DETOUR, OR TO REDUCE THE WIDTH OF THE TRAVELED WAY. THEY MAY ALSO BE USED TO SEPARATE TRAFFIC FROM THE WORK SPACE. PAVEMENT DROP-OFFS, PEDESTRIAN PATHS. OR OPPOSING DIRECTIONS OF TRAFFIC. CHANNELIZING DEVICES SHIED BE CONSTRUCTED AND BALLASTED TO PERFORM IN A PREDICT- ABLE MANNER WHEN INADVERTENTLY STRUCK BY A VEHICLE. IF STRUCK. THE DEVICE SHOULD YIELD OR BREAK AWAY, AIA FRAGMENTS OR OTHER DEBRIS FROM THE DEVICE SHOULD NOT PENETRATE THE PASSENGER COMPARTMENT OF THE VEHICLE OR BE A POTENTIAL HAZARD TO WORKERS OR PEDESTRIANS IN THE IMMEDIATE AREA. SPACING OF CHANNELIZING DEVICES SHOULD NOT EXCEED A DISTANCE IN FEET EQUAL TO THE SPEED WHEN USED FOR THE TAPER CHANNELIZATION, AND A DISTANCE IN FEET OF TWICE THE SPEED WREN USED FOR TANGENT CHANNELIZATION. SPACING OF CHANNELIZATION DEVICES SPEED (MPO) SPACING OF DEVICES IN EET S TAPER TANGENT 25 25 FT 50 FT 35 35 FT 70 FT 45 45 FT 90 FT 55 55 FT 110 FT 65 65 FT 130 FT 70 70 FT 140 FT 75 75 FT 150 FT WARNING LIGHTS ON CXMMELIZ NG DEVICES. CONSIDERATION SHOULD BE GIVEN TO FOG OR SNOW AREAS. SEVERE ROADWAY CURVATURE, AND USUALLY CLUTTERED ENVIRONMENTS. FLASHING WARNING LIGHTS SHALL BE PLACED ON CHANNELIZING DEVICES USED SINGLY OR IN GROUPS TO MARK A SPOT COW TION. STEADY -BURN WARNING LIGHTS MAY BE USED ON CHANNELIZING DEVICES USED IN A SERIES. THE RETROREFLECTIVE MATERIAL USED ON CHANNELIZING DEVICES SHALL HAVE A SMOOTH, SEALED OUTER SURFACE. MEETING THE REQUIREMENTS OF THE ASTM SPECIFICATION: D4956, FOR TYPE III SHEETING. THE COEFFICIENT OF RETROREFLECTION OF CHANNELIZING DEVICES SHALL NAVE THE FOLLOWING MINIMUM BRIGHTNESS VALUES MEASURED AT 0.2' OBSERVATION ANGLE MD -4' ENTRANCE ANGLE. CANDELAS PER LUX PER SQUARE METER. COEFFICIENT OF RETROREFLECTION WHITE ORANGE RED YELLOW 125 SO 22.5 85 IN ADDITION TO THE MINIMIDU COEFFICIENT OF RETROREFLECTION, THE AMERICAN TRAFFIC SAFETY SERVICES ASSOCIATION (ATSSA) "DUALITY STANDARD FOR WORK ZONE TRAFFIC CONTROL DEVICES" MAY BE USED AS A VISUAL GUIDE FOR DETERMINING IF A TRAFFIC CONTROL DEVICE IS ACCEPTABLE. MARGINAL OR UNACCEPTABLE. THE NAME AW TELEPHONE MNBER OF THE AGENCY, CONTRACTOR, OR SUPPLIER MAY BE SHOWN ON THE CHANNELIZING DEVICE BACK OR SUPPORT. BUT NOT ON THE DEVICES FACE. THE LETTERS AW NUMBERS SHALL BE A NON -REFLECTIVE COLOR AND NOT OVER IMO SNARE CENTIMETERS IN TOTAL AREA. PARTICULAR ATTENTION SHOULD BE GIVEN TO ASSURING THAT CHANNELIZING DEVICES ARE MAINTAINED AND KEPT CLEAN, VISIBLE. AND PROPERLY POSITIONED AT ALL TIMES. DEVICES SHALL BE REPLACED THAT ARE DAMAGED AND HAVE LOST A SIGNIFICANT AMOUNT OF THEIR RETROREFLECTIVITY AW EFFECTIVENESS. REFLECTIVE WHITE REFLECTIVE WHITE DRUMS 18" MIN REFLECTIVE ORANGE OPTIONAL REFLECTIVE ORANGE BALLAST SHALL NOT BE PLACED ON TOP DESIGN OF ANY DRUM DRUMS USED FOR TRAFFIC WARNING OR CHANNELIZATION SHALL BE CONSTRUCTED OF LIGHT- WEIGHT, FLEXIBLE, AND DEFORMABLE MATERIALS AND BE A MINIMUM OF 36 INCHES IN HEIGHT AND HAVE AT LEAST A IS INCHES MINIMUM WIDTH, REGARDLESS OF ORIENTATION. THE PREDOMINANT COLOR OF THE DRUM SHALL BE ORANGE. STEEL DRUMS SHALL NOT BE USED. THE MARKINGS ON DRUMS SHALL BE HORIZONTAL, CIRCUMFERENTIAL, ALTERNATING ORANGE AAA WHITE RETROREFLECTIVE STRIPES 6 INCHES TO 8 INCHES WIDE. EACH DRUM SHALL HAVE A MINIMUM OF TWO ORANGE AND TWO WHITE STRIPES. ANY NON-RETROREFLECTIVE SPACES BETWEEN THE HORIZONTAL ORANGE AND WHITE STRIPES. SHALL NOT EXCEED 2 INCHES WIDE. DRUMS SHALL HAVE CLOSED TOPS THAT WILL NOT ALLOW COLLECTION OF ROADWORK OR OTHER DEBRIS. APPLICATION DRUMS ARE MOST COMMONLY USED TO CHANNELIZE OR DELINEATE TRAFFIC FLOW BUT MAY ALSO BE USED SINGLY OR IN GROUPS TO MARK SPECIFIC LOCATIONS. DRUMS ARE HIGHLY VISIBLE AND NAVE GOOD TARGET VALUE, GIVEN THE APPEARANCE OF BEING FORMIDABLE OBSTACLES AND, THEREFORE, COMMAND THE RESPECT OF DRIVERS. DRUMS SHOULD NOT BE WEIGHTED WITH SAND, WATER, OR AMY MATERIAL TO AN EXTENT THAT WOULD MAKE THEM HAZARDOUS TO MOTORISTS, PEDESTRIANS, OR WORKERS. WHEN THEY ARE USED IN REGIONS SUSCEPTIBLE TO FREEZING. THEY SHOULD HAVE DRAINAGE HOLES IN THE BOTTOM SO WATER WILL NOT ACCUMULATE AND FREEZE. CAUSING A HAZARD IF STRUCK BY A MOTORIST.BALLAST SHALL NOT BE PLACED ON TOP OF THE DRUM. in BARRICADES BARRICADE TYPE TYPE II TYPE III WIDTH OF RAIL • 8 INCHES MIN - 12 INCHES MAX 8 INCHES MIN - 12 INCHES MAX LENGTH OF RAIL 36 INCHES 8 FEET WW WIDTH OF STRIPES 6 INCHES 6 INCHES HEIGHT 36 INCHES 5 FEET REFLECTIVE SHEETING TYPE III TYPE III NUMBER OF REFLECTORIZED RAIL FACES 4 (TWO EACH DIRECTION) 6 (THREE EACH DIRECTION) W NOMINAL DIMENSIONS ARE PERMISSIBLE WHEN CONSTRUCTED FROM LUMBER. •W WHEN LATERAL SPACE IS LIMITED. SOME TYPE III BARRICADES WITH A 4 FOOT LENGTH OF RAIL. NAY BE ALLOWED WHEN APPROVED BY THE ENGINEER. TYPE III BARRICADE TYPICAL MOUNTING OF FLASHING WARNING LIGHTS. LIGHTS SHALL ALWAYS BE IN VERTICAL ALIGNMENT. TYPE II BARRICADE BALLAST BAR TIE CHAIN OR OTHER APPROVED METHOD BALLAST BALLAST SHALL NOT BE PLACED OVER ANY REFLECTIVE DEVICE DESIGN A BARRICADE IS A PORTABLE OR FIXED DEVICE HAVING TWO OR THREE RAILS WITH APPRO- PRIATE MARKINGS. IT IS USED TO CONTROL TRAFFIC BY CLOSING , RESTRICTING, OR DELINEATING ALL OR A PORTION OF THE RIGHT-OF-WAY. BARRICADES SHALL BE ONE BE TWO TYPES: TYPE II, OR TYPE III. STRIPES ON BARRICADE RAILS SHALL BE ALTERNATING ORANGE ARD WHITE RETROREFLECTIVE STRIPES (SLOPING DOWNWARD AT AN ANGLE OF 45 DEGREES IN THE DIRECTION TRAFFIC IS TO PASS). THE STRIPES SHALL BE 6 INCHES WIDE. THE MINIMUM RAIL LENGTH IS 36 INCHES. WHERE A BARRICADE EXTENDS ENTIRELY ACROSS A ROADWAY. THE STRIPES SHOULD SLOPE DOWNWARD IN THE DIRECTION TOWARD WHICH TRAFFIC MUST TURN. WHERE BOTH RIGHT AND LEFT TURNS ARE PROVIDED. THE STRIPES MAY SLOPE DOWNWARD IN BOTH DIRECTIONS FROM THE CENTER OF THE BARRICADE OR BARRICADES. WHERE NO TURNS ARE INTENDED, THE STRIPES SHOULD SLOPE DOWNWARD TOWARD THE CENTER OF THE BARRICADE OR BARRICADES, BARRICADE RAILS SHOULD BE SUPPORTED IN A MANNER THAT WILL ALLOW THEM TO BE SEEN BY THE MOTORIST AND PROVIDE A STABLE SUPPORT NOT EASILY BLOWN OVER BY THE WINO OR TRAFFIC. BARRICADES ARE LOCATED ADJACENT TO TRAFFIC AND ARE THEREFORE SUBJECT TO IMPACT BY ERRANT VEHICLES. BECAUSE OF THEIR VULNERABLE POSITION AND THE HAZARD THEY CREATE. THEY SHOULD BE CONSTRUCTED OF LIGHTWEIGHT MATERIALS MO HAVE NO RIGID STAY BRACING FOR A -FRAME DESIGNS. TYPE II BARRICADES SHALL BE BUILT WITH LEGS OR SUPPORTS THAT WILL COLLAPSE WHEN THE BARRICADE IS TIPPED OVER OR HAS BEEN LAID DOWN. ON HIGH-SPEED ROADWAYS OR IN OTHER SITUATIONS WHERE BARRICADES MAY BE SUSCEPTIBLE TO OVERTURNING IN THE WIND, SANDBAGS SHOULD BE USED FOR BALLASTING. SANDBAGS MAY BE PLACED ON LOVER PARTS OF THE FRAME OR STAYS TO PROVIDE THE REOUIRED BALLAST BUT SHALL NOT BE PLACED ON TOP OF ANY STRIPED RAIL. BARRICADES SHALL NOT BE BALLASTED BY HEAVY OBJECTS SUCH AS ROCKS OR CHUNKS CF CONCRETE. ON THE INTERSTATE . FREEWAY AND EXPRESSWAY SYSTEM. TYPE II BARRICADES SHALL NOT BE USED FOR CHANNELIZATION. THE BARRICADE OWNERS NAME, NOT TO EXCEED 15 SQUARE INCHES SHALL BE SHOWN ON THE BARRICADE BACK OR SUPPORT. BUT NOT ON ITS FACE. APPLICATION TYPE 11 BARRICADES ARE INTENDED FOR USE IN SITUATIONS WHERE TRAFFIC IS MAINTAINED THROUGH THE TEMPORARY TRAFFIC CONTROL ZONE. THEY MAY BE USED SINGLY OR IN GROUPS TO MARK A SPECIFIC CONDITION. OR THEY MAY BE USED IN A SERIES FOR CHANNELIZING TRAFFIC. TYPE III BARRICADES SHALL BE SUPPLEMENTED. WITH A LIGHTING DEVICE ULESS SPECIFICALLY DELETED BY THE ENGINEER TO USE SOME BARRICADES WITHOUT LIGHTS. TYPE III BARRICADES USED AT A ROAD CLOSURE MAY EXTEND COMPLETELY ACROSS A ROADWAY OR FROM CURB TO CURB. WHERE PROVISION IS MADE FOR ACCESS OF AUTHORIZED EQUIPMENT ARD VEHICLES, THE RESPONSIBILITY FOR THE TYPE III BARRICADES SHOULD BE ASSIGNED TO A PERSON TO ENSURE PROPER CLOSURE AT THE EW OF EACH WORK DAY. WHEN A HIGHWAY IS LEGALLY CLOSED BUT ACCESS MUST STILL BE ALLOWED FOR LOCAL TRAFFIC. THE TYPE III BARRICADE SHOULD NOT BE EXTENDED COMPLETELY ACROSS A ROADWAY. A SIGN WITH THE APPROPRIATE LEGEND CONCERNING PERMISSIBLE USE BY LOCAL TRAFFIC SHALL BE MOUNTED. NORMALLY PERMANENT SIGNS MOUNTED ON BARRICADES SHALL BE ERECTED ABOVE THE BARRICADE, THE SIGNS "ROAD CLOSED". OR "ROAD CONSTRUCTION AHEAD", FOR EXAMPLE CAN EFFECTIVELY BE MOUNTED ABOVE THE BARRICADE THAT CLOSES THE ROADWAY. TYPE III BARRICADES SHALL BE SUPPLEMENTED WITH A LIGHTING DEVICE UNLESS SPECIFICALLY OMITTED BY THE ENGINEER. DETOUR ARROW AND LARGE WARNING ARROW SIGNS SHOULD BE PLACED ON THE FACE OF BARRICADE. REFLECTIVE WHITE CONES 4 6" ORANGE 6" WHITE 30 LB BASE DESIGN 2 1/4" MAX HEIGHT CONES SHALL BE PREDOMINANTLY ORANGE. FLOURESCENT RED -ORANGE. OR FLOURESCENT YELLOW/ORANGE, NOT LESS THAN 28 INCHES IN HEIGHT. AND SHALL BE MADE OF A MATERIAL THAT CAN BE STRUCK WITHOUT DAMAGING VEHICLES ON IMPACT. CONES WHEN ALLOWED ON THE INTERSTATE. FREEWAY OR EXPRESSWAY SYSTEM SHALL BE A MINIMUM OF 36 INCHES IN HEIGHT. FOR NICOTINE USE. CONES SHALL BE RETROREFLECTIVE OR EDUIPPEO WITH LIGHTING DEVICES FOR MAXIMUM VISIBILITY. RETROREFLECTION OF 28 INCH OR 36 INCH CONES SHALL BE PROVIDED BY A WHITE BAND 6 INCHES WIDE. NO MORE THAN 3 INCHES TO 4 INCHES FROM THE TOP OF THE CONE, AND AN ADDITIONAL 4 INCHES WIDE WRITE BAND A MINIMUM OF 2 INCHES BELOW THE 6 INCHES BAND. LARGE REFLECTIVE CONES SHALL BE PROVIDED WITH FOUR REFLECTIVE BATAS 6 INCHES EACH. ALTERNATING FROM THE TOP, ORANGE. WHITE. ORANGE, WRITE. WITH A TWO INCH SEPARATION BETWEEN BANDS. WHEN APPROVED BY THE ENGINEER. LARGE COKES MAY BE USED IN PLACE OF VERTICAL PANELS. LARGE CONES SHALL NOT BE USED IN PLACE OF DRUMS OR TYPE II BARRICADES. APPLICATION TRAFFIC CONES ARE USED TO CHANNELIZE TRAFFIC. DIVIDE OPPOSING TRAFFIC LANES, DIVIDE TRAFFIC LANES WHEN TWO OR MORE LANES ARE KEPT OPEN IN THE SAME DIRECTION. AND DELINEATE SNORT -DURATION MAINTENANCE AHD UTILITY WORK. CONES SHALL NOT BE USED AT NIGHT ON RURAL HIGHWAYS, UNLESS SHOWN ON THE PLANS OR AS APPROVED OR DIRECTED BY THE ENGINEER. STEPS SHOULD BE TAKEN TO ENSURE THAT CONES WILL NOT BE BLOWN OVER OR DISPLACED BY WIND OR MOVING TRAFFIC. CONES CAN BE DOUBLED UP TO INCREASE THEIR WEIGHT. SOME CONES ARE CONSTRUCTED WITH BASES THAT CAN BE FILLED WITH BALLAST. OTHERS HAVE SPECIAL WEIGHTED BASES. OR WEIGHTS SUCH AS SANDBAG RINGS THAT CAN BE DROPPED OVER THE CONES ANO ONTO THE BASE TO PROVIDE ADDED STABILITY. BALLAST. HOWEVER. SHOULD NOT PRESENT A HAZARD IF THE COKES ARE INADVERTENTY STRUCK. VERTICAL PANELS s N. ROADWAY DESIGN VERTICAL PANELS SHALL BE 12 INCHES WIDE AND AT LEAST 24 INCHES HIGH. THEY SHALL HAVE ORANGE AND WRITE STRIPES, IWO BE RETROREFLECTIVE. PANEL STRIPE WIDTHS SHALL BE 6 INCHES. EXCEPT WHERE PANEL HEIGHTS ARE LESS THAN 36 INCHES, THEN 4 INCHES STRIPES NAY BE USED. IF USED FOR TWO-WAY TRAFFIC, BACK-TO-BACK PANELS SHALL BE USED. MARKINGS FOR VERTICAL PANELS SHALL BE ALTERNATING ORANGE AND WHITE RETROREFLECT- ORIZED STRIPES (SLOPING DOWNWARD AT AN ANGLE OF 45 DEGREES IN THE DIRECTION TRAFFIC IS TO PASS). VERTICAL PANELS SHALL BE MOUNTED UPRIGHT WITH THE TOP A MINIMUM OF 36 INCHES ABOVE THE ROADWAY. VERTICAL PANELS NOT MOUNTED ABOVE CONCRETE BARRIERS SHALL HAVE LEGS CR SUPPORTS THAT WILL BREAK AWAY UPON IMPACT. APPLICATION VERTICAL PANELS WAY BE USED TO CHANNEL TRAFFIC, DIVIDE OPPOSING LANES OF TRAFFIC. DIVIDE TRAFFIC LANES OR IN PLACE OF BARRICADES WHERE SPACE IS LIMITED. WHEN APPROVED BY THE ENGINEER. VERTICAL PANELS MAY BE POST -MOUNTED ALONG THE SIDE OF THE ROADWAY. TUBULAR MARKERS i c0 DESIGN TUBULAR MARKERS SHALL BE PREOOM NANTLY ORANGE. NOT LESS THAN 28 INCHES HIGH, MINIMUM 2 INCHES WIDE WHEN FACING TRAFFIC, MO MADE OF A MATERIAL THAT CAN BE STRUCK WITHOUT DAMAGING IMPACT( G VEHICLES. FOR NIGHTTIME USE, TUBULAR MARK RS SHALL BE RETROREFLECTIVE. RETROREFLECTION OF TUBULAR MARKERS SHALL BE PROVID 0 BY TWO 3 INCHES HIDE WHITE BANDS PLACED A MAXIMUM OF 2 INCHES FROM THE TOP. WITH A MAXIMUM OF 6 INCHES BETWEEN THE BANDS. THE BASE SHALL NOT BE WIDER THAN 12 INCHES OR HIGHER THAN 2 INCHES. APPLICATION TUBULAR MARKERS NAVE LESS VISIBLE AREA THAN OTHER DEVICES ANO SHOULD BE USED ONLY WHERE SPACE RESTRICTIONS DO NOT ALLOW FOR THE USE OF OTHER MORE VISIBLE DEVICES. THEY MAY BE USED EFFECTIVELY TO DIVIDE OPPOSING LANES OF TRAFFIC OR TO DIVIDE TRAFFIC LANES WHEN TWO OR MORE LAMS ARE KEPT OPEN IN THE SAME DIRECTION. STEPS SHOULD BE TAKEN TO ASSURE THAT TUBULAR MARKERS WILL NOT BE BLOWN OVER OR DISPLACED BY TRAFFIC BY EITHER AFFIXING THEM TO THE PAVEMENT WITH ANCHOR BOLTS OR ADHESIVE. USING WEIGHTED BASES, OR WEIGHTS THAT CAN BE DROPPED OVER THE TUBULAR MARKERS AND ONTO THE BASE TO PROVIDE ADDEO STABILITY. BALLAST, HOWEVER, SHOULD NOT BE ALLOWED TO PRESENT A HAZARD IF THE TUBULAR MARKERS ARE INADVERTENTLY STRUCK. IF A NONCYLINORICAL DEVICE IS USED. AND IT COULD BE DISPLAYED WITH A WIDTH LESS THAN THE MINIMUM FACING TRAFFIC, IT SHALL BE ATTACHED TO THE PAVEMENT TO ENSURE THAT THE WIDTH FACING TRAFFIC MEETS THE MINIMUM REQUIREMENTS. REFLECTIVE WHITE OPPOSING TRAFFIC LANE DIVIDERS YZ1 DESIGN OPPOSING TRAFFIC LANE DIVIDER S ALL BE A TWO SIDED UPRIGHT REFLECTORIZED ORANGE PANEL, WITH A 12 INCHES WIDTH AND 18 INCHES HEIGHT. THE TOP OF THE PANEL SHALL BE 36 INCHES ABOVE THE PAVEMENT. THE SYMBOL ON EACH SIDE SHALL BE TWO OPPOSING BLACK ARROWS. THE LANE DIVIDER SHALL BE MADE OF LIGHTWEIGHT MATERIAL THAT WILL YIELD UPON IMPACT BY A VEHICLE. THE LANE DIVIDER BASE SHALL NOT BE WIDER THAN 12 INCHES OR HIGHER THAN 2 INCHES. THE BASE SHALL BE ATTACHED TO THE EXISTITNG SURFACE BY EPDXY OR OTHER SUITABLE ADHESIVE, TO ENSURE THAT THE PANEL REMAINS FACING TRAFFIC. APPPLICATION OPPOSING TRAFFIC LANE DIVIDERS ARE DELINEATION DEVICES USED AS CENTER LANE DIVIDERS TO SEPARATE OPPOSING TRAFFIC ON A TWO-LANE, TWO-WAY OPERATION. FLAGGERS REQUIRED METHOD EMERGENCY USE ONLY TO STOP TRAFFIC TRAFFIC PROCEED ;4 �Q FLAGGER PADDLES FLAGGER PADDLES SHALL BE A MINIMUM 18 INCH WIDE OCTAGON WITH LETTERS AT LEAST 6 INCHES HIGH, WITH A 5 FOOT RIGID HANDLE. FLAGS MD PADDLES SHALL NOT BE USED AT THE SAME TIME. IN EMERGENCIES WHERE THE STANDARD SIGN IS NOT AVAILABLE. A RED FLAG NAY BE USED BY FLAGGERS IN ACCORDANCE WITH THE FLAGGERS HANDBOOK. TO IMPROVE CONSPICUITY. THE STOP/SLOW PADDLES MAY BE SUPPLEMENTED BY ONE OR TWO SYMMETRICALLY POSITIONED FLASHING WHITE HIGH-INTENSITY LAMPS. FLAGGERS A FLAGGER MUST BE DRESSED FOR SAFETY. TO BE EASILY VISIBLE A FLAGGER MUST WEAR A VEST. SHIRT. OR JACKET, Mq A CAP OR HARD HAT THAT IS BRIGHT ORANGE. YELLOW. YELLOW GREEN OR FLUORESCENT VERSIONS OF THESE COLORS (FADED OR SOILED GARMENT WILL NOT BE ALLOWED). FOR NIGHTTIME FLAGGING THE GARMENT SHALL BE REFLECTORIZED. FLAGGERS SHALL BE INSTRUCTED IN THE PROPER LOCATION. DUTIES MO PROCEDURES FOR FLAGGERS AS OUTLINED IN THE CURRENT OUTGO AND THE DEPARTMENT OF ROADS FLAGGER'S HANDBOOK. AS REWIRED BY THE DEPARTMENT OF ROADS, THE FLAGGER SHALL BE CERTIFIED, MO HAVE IN THEIR POSSESSION, A VALID FLAGGER CERTIFICATION CARD. TO ALERT ALERT AND ,` SLOW TRAFFIC RS RI R3 REV. N0. CCT.98 JAN.95 NJG88 DATE REV/SE CHAVNEUZATAON OEVCESTAPER REWRITE WOROING,REFIECTNRY DESCRIPTION OF REVISION NEBRASKA DEPARTMENT OF ROADS STANDARD PLAN NO.920-R5 TRAFFIC CONTROL CONSTRUCTION AND MAINTENANCE ORIGINAL: OCTOBER 1998 DATE Roadway Denial oivtslon 1/2" PREFORMED EXPANSION JOINT FILLER TO DEPTH OF ABUTTING CONCRETE AL J A 1/2" CHAMFER WHEN IN EARTH 1/2" PREFORMED EXPANSION JOINT FILLER TO DEPTH OF ABUTTING CONCRETE A 4 •\;�� i . seIireioV lit `41,111W �ce SECTION A—A PULL BOX, TYPE PB -1 A 4 *3 REINFORCING BARS 1/2" CHAMFER WHEN IN EARTH *3 REINFORCING BARS AT 4" CENTERS SECTION A—A PULL BOX, TYPE PB -2 A 1/2" PREFORMED EXPANSION JOINT FILLER TO DEPTH OF ABUTTING CONCRETE BOX MAY BE CAST IN SIDEWALK OR MEDIAN WITH APPROVAL OF ENGINEER A SEAL COVER WITH RUBBER SEALANT CAULKING SECTION A—A PULL BOX, TYPE PB -4 SECTION A—A APPROXIMATE DIMENSIONS TYPE A B C PB -s 13" 24" 18" P8-6 17" 30" 18" PULL BOX, TYPE PB -5 & PB -6 NOTES 1. ACCESS DUCTS, BENDS AND/OR SWEEPS, ARE SUBSIDIARY TO THE ITEM "PULL BOX, TYPE PB -+". 2. FILL MATERIAL SHALL BE GRAVEL OR CRUSHED ROCK COMPOSED OF CLEAN, HARD, DURABLE AND UNCOATED PARTICLES. 3. PROLONGED EXPOSURE OF THE PULL BOX AND COVER TO SUNLIGHT, COMDN ICE MELTING CHEMICALS OR FERTILIZERS SHALL NOT CAUSE SIGNIFICANT DAMAGE TO THE PULL BOX OR COVER, OR IMPAIR ITS FUNCTION. 4. CONDUIT TERMINATIONS IN PULL BOX SHALL BE FITTED WITH BELL OR FLARED END. TYPE PB -1, PB -2 AND PB -4 5. CONCRETE SHALL BE CLASS 478-3000. 6. PILL BOXES WHICH ARE INTENDED FOR INSTALLATION IN SURFACED AREAS, SUCH AS SIDEWALKS OR SURFACED MEDIANS, SHALL HAVE A LIP OR FLANGED EDGE FRAMING THE COVER OPENING TO PROVIDE A FLUSH, FRAMED SEPARATION BETWEEN THE SURFACING MATERIAL AND THE EDGES OF THE COVER. 7. PULL BOX COVERS SHALL BE EIBOSSED WITH AN ANTI -SLIP SURFACE PATTERN, AND SHALL FIT SUFFICIENTLY TIGHT TO PREVENT ENTRANCE OF RUN-OFF WATER. 8. SEATING SURFACES OF FRAME AND COVER SHALL BE MACHINED TO FIT. FRAME AND COVER TO BE CAST IRON. 9. PILL BOXES TYPE P8-1 AND TYPE PB -2, SHALL BE CAPABLE OF SUPPORTING VEHICULAR TRAFFIC IN ACCORDANCE WITH AASHTO SPECIFICATIONS H-20 LOADING. 10. PULL BOX TYPE PB -4 SHALL 8E CAPABLE OF SUPPORTING LIGHT VEHICULAR TRAFFIC IN ACCORDANCE WITH AASHTO SPECIFICATION H-10 LOADING. TYPE PB -5 AND PB -6 11. TYPE PB -5 AND PB -6 PULL BOXES ARE IN GROUND, GRADE LEVEL ENCLOSURES INTENDED TO BE INSTALLED BEHIND CURBS OR AT DISTANCES OFF OF THE ROADWAY WHERE NO DELIBERATE VEHICULAR TRAFFIC IS ANTICIPATED AND ONLY AN OCCASIONAL HEAVY VENT CLE WILL BE ENCOUNTERED. 12. PULL BOX ILLUSTRATIONS ARE TYPICAL AND ARE NOT INTENDED TO LIMIT DESIGN. BOXES CF SQUARE OR CIRCULAR ELAN -SECTION AND OF EQUAL OR GREATER VOLUME ARE ACCEPTABLE. A MINIM M DEPTH OF 18 INCHES. MUST BE MAINTAINED. 13. THE TYPE PB -5 AND P8-6 PULL BOX ENCLOSURES IBOX AND COVER) SHALL BE NON-METALLIC AND GREEN OR GRAY IN COLOR. 14. PULL BOX COVERS SHALL 8E OF HEAVY-DUTY CONSTRUCTION TO WITHSTAND THE STRUCTURAL REQUIREMENTS OF THE SPECIFICATIONS. COVERS SHALL FIT SUFFICIENTLY TIGHT TO PREVENT THE ENTRANCE OF RUN-OFF WATER. COVERS SHALL BE EMBOSSED WITH AN ANTI -SLIP SURFACE, THE MANUFACTURER'S NAME AND THE LOGO "STREET LIGHTING". COVERS SHALL BE HELD SECURELY IN PLACE BY TWO DR WORE 3/8" (MRN. DIA.) STAINLESS STEEL HEX HEAD BOLTS WITH FLAT WASHER. BOLTS SHALL BE HELD CAPTIVE TO THE COVER. ALL COVERS SHALL BE EQUIPPED WITH A RECESSED "LIFT PIN" AND HAVE A MINIMUM 0.50 COEFFICIENT OF FRICTION SKID RESISTANT SURFACE. 15. EACH PB -5 AND PB -6 PULL BOX ASSEMBLY (BOX WITH HEAVY-DUTY COVER SECURELY ATTACHED) SHALL CONFORM TO ALL TEST PROVISIONS AND REQUIREMENTS FOR TIER 15 APPLICATIONS AS OUTLINED IN THE LATEST ISSUE OF THE ANSI/SCTE 77 2002 STANDARD TIRED "SPECIFICATION FOR UNDER GROUND ENCLOSURE INTEGRITY". INDEPENDENT THIRD -PARTY TEST REPORTS TOGETHER WITH CERTIFICATION THAT ALL TEST PROVISIONS OF THE ANSI/SCTE 77 2002 STANDARD HAVE BEEN LET WILL BE REQUIRED FOR EACH TYPE OF PULL BOX BEING FURNISHED. ALL TESTS SHALL BE DATED AND SIGNED BY A REGISTERED PROFESSIONAL ENGINEER AND SHALL BEAR THE LETTERHEAD OF THE TESTING AGENCY. 16. THE INDEPENDENT TEST REPORTS SHALL BE CERTIFIED AS TO BEING REPRESENTATIVE OF THE RESULTS THAT WOULD BE OBTAINED BY SIMILARLY TESTING PULL BOXES OF LIKE KIND THAT THE MANUFACTURER WILL BE FURNISHING TO STATE OF NEBRASKA HIGHWAY PROJECTS. THE CERTIFICATION SHALL BE EXECUTED AND SIGNED BY AN AUTHORIZED REPRESENTATIVE OF THE PULL BOX MAUFACTURER AND SHALL BEAR THE MANUFACTURER'S LETTERHEAD. A NEW TEST REPORT AND CERTIFICATION FOR EACH TYPE PULL BOX BEING FURNISHED WILL BE REOUI RED EVERY FIVE YEARS. 17. THE TEST REPORTS AND CERTIFICATIONS, IF FORD ACCEPTABLE. WILL BE PLACED ON FILE IN THE ROADWAY DESIGN DIVISION OF THE NEBRASKA DEPARTMENT OF ROADS IN LINCOLN. NEBRASKA AND THE PULL BOX MANUFACTURER'S NAME WILL BE ADDED TO THE NEBRASKA DEPARTMENT OF ROADS "APPROVED PRODUCTS LIST." 18. AFTER ACCEPTENCE BY THE STATE, THE PULL BOX MANUFACTURER SHALL MAKE NO CHANGES IN DIMENSIONS. MANUFACTURING PROCESS OR MATERIAL WITHOUT SUBMITTING NEW TEST REPORTS FOR APPROVAL. FLEXIBLE GROUNDING CONDUCTOR, 24" NO. 6 AWG STRANDED COPPER BRONZE GROUNDING LUG (MAY BE BOLTED OR BRAZED TO RING AND COVER) GROWING CONDUCTOR GROUNDING CONNECTIONS FOR METAL FRAME AND COVER R5 R4 REV. NO. APR C6 SEP 04 DATE NOTES/GR/YEL NEW PB -S AND P86 NOTES DESCRIPTION OF REVISION NEBRASKA DEPARTMENT OF ROADS STANDARD PLAN NO. 9I4 -R5 PULL BOX DETAIL SYMBOLS SIGNAL HEAD CONFIGURATIONS EXISTING PROPOSED "TS DENOTES "TRAFFIC SIGNAL" ASSEMBLY "PS" DENOTES "PEDESTRIAN SIGNAL ASSEMBLY MINERAL - INDICATES NUMBER OF SIGNAL HEADS PER ASSEMBLY SUFFIX "OP" (T5 -a -OP) DENOTES OPTICALLY PROGRAMMED SIGNAL ASSEMBLY LB= I I I I I I TS -I PS -1 TS -2 TS -3 TS -3 TS -3 (ALTERNATE) PS -3 TS -4 4 f 0 w U - DESCRIPTION coNDUIT UNDER ROADWAY CONDUIT IN TRENCH OVERHEAD (AERIAL) CABLE DIRECT BURIED CABLE VEHICLE DETECTOR (INDUCTIVE LOOP TYPE) VEHICLE DETECTOR (MAGNETIC TYPE) VEHICLE DETECTOR (MICROLOOP TYPE) PEDESTRIAN PUSH BUTTON ON POLE CONTROLLER CABINET AND PAD CONTROLLER CABINET ON POLE TRAFFIC SIGNAL HEAD TRAFFIC SIGNAL HEAD WITH BACKPLATE TRAFFIC SIGNAL HEAD WITH TURN ARROW AND BACKPLATE TRAFFIC SIGNAL HEAD WITH ALL LENSES OPTICALLY PROGRAMMED PEDESTRIAN SIGNAL HEAD LUMINAIRE ON MAST ARM LUMINAIRE ON POLE TOP (11, -<„,MOOD POLE WITH ANCHOR GUY -ANCHOR GUY 0 PEDESTAL POLE 0 METAL SPAN MIRE OR MAST ARM POLE AND FOUNDATION PULL BOX QO -I POLE FOUNDATION WITH SPARE CONDUIT SEND `SPARE BEND SIGN POWER POLE NOTES TELEPHONE POLE HYDRANT 1. LAMPS FOR SIGNAL HEADS SHALL CONFORM TO THE STANDARD SET BY THE INSTITUTE OF TRANSPORTATION ENGINEERS (ITE). ALL LAMPS SHALL BE DESIGNED FOR 120 VOLT OPERATION AND HAVE A STANDARD BRASS SCREW BASE. THE LAMP SHALL HAVE A CLEAR GLASS ENVELOPE AND FURTHER BE IN COMPLIANCE WITH THE FOLLOWING: 1AMINAL SIGNAL LENS DIAMETER NOMINAL WATTAGE LIFE (HOURS) INITIAL LUMENS NOMINAL LIGHT CENTER LENGTH 8 INCHES 116 6000 1260 2 7/16 INCHES 12 INCHES 150 6000 1950 3 INCHES 2. TRAFFIC SIGNAL AM) PEDESTRIAN S GNAL HEADS SHALL CONFORM TO THE MANUAL ON UNIFORM TRAFF C CONTROL DEVICES, LATEST EDITION AVAILAB E FROM THE U.S. DEPARTMENT CF TRANSPORTATION, FEDERAL H GHWAY ADMINISTRATION, AND TO THE REOUIREMENTS FOR LENSES SET FORTH BY THE STANDARD FOR ADJUSTABLE FACE VEHICLE TRAFFIC CONTROL SIGNAL HEADS, LATEST EDITION, AVAILABLE FROM THE INSTITUTE OF TRANSPORTATION ENGINEERS. 3. REFER TO THE PLANS FOR SIGNAL HEAD TYPE, LOCATION AND FACE REGUIREMNENTS. STANDARD SIGNAL FACE ARRANGEMENTS SIGNAL FACE NOTATION KEY BID ITEMS zoo xs-o ... "E" - ALL 8" SIGNAL LENS " II—SIGNAL FACE ARRANGEMENT "T" DENOTES TRAFFIC SIGNAL J I TLENS ARRANGEMENT "T" - ALL 12" SIGNAL LENS NUMBER OF LENS IN SIGNAL FACE "P" DENOTES PEDESTRIAN SIGNAL NUMBER OF FACES "C" - COMBINATION 8" 8. 12" SIGNAL LENS VERTICAL SIGNAL HEADS Ell E12 E21 E22 E24 E25 E23 T11 T12 T21 T22 T24 T25 T23 E 31 C 31 7 31 S 0 0 TS -1 S S S S S S S S S CD S S E20 720 T19 T32 T 33 T34 T41 742 T51 T52 R S R G G TS -1 TS -IL TS -1L TS -IR HORIZONTAL SIGNAL HEADS E 36 T 36 737 T38 S S TS -1 S S © R Y G TS -1L 747 S G TS -TLB S SIGNAL FACE S S S SOLID RED SOLID YELLOW SOLID GREEN S S Y TS -IL T48 S G S S S G S S S TS -1L8 TS -1R8 T39 S G S G R Y G TS -IR to TS -IRB S G ARRANGEMENT LEGEND © R RED ARROW Y YELLOW ARROW G GREEN ARROW S S S Y G S S S S S TS -ILL TS -IRR POLE MOUNT ONLY PS -1 Y G Y G tki T51A PS -1 S S S Y G T51B S S S TS -ILL TS -ILL T52A 7528 S S S S S Y G S S S S S TS-1RR TS-1RR Y G R2 NAR 98 RI JUN.88 REV. NO. DATE RENEW SIGNAL FACE ARRANGEMENTS REVISED AND UPDATED DESCRIPTION OF REVISION NEBRASKA DEPARTMENT OF ROADS STANDARD PLAN NO. 910-R2 SIGNAL FACE CONFIGURATION ORIGINAL: JANUARY 14, 1977 DATE SYMBOLS SIGNAL HEAD CONFIGURATIONS EXISTING PROPOSED "TS DENOTES "TRAFFIC SIGNAL" ASSEMBLY "PS" DENOTES "PEDESTRIAN SIGNAL ASSEMBLY MINERAL - INDICATES NUMBER OF SIGNAL HEADS PER ASSEMBLY SUFFIX "OP" (T5 -a -OP) DENOTES OPTICALLY PROGRAMMED SIGNAL ASSEMBLY LB= I I I I I I TS -I PS -1 TS -2 TS -3 TS -3 TS -3 (ALTERNATE) PS -3 TS -4 4 f 0 w U - DESCRIPTION coNDUIT UNDER ROADWAY CONDUIT IN TRENCH OVERHEAD (AERIAL) CABLE DIRECT BURIED CABLE VEHICLE DETECTOR (INDUCTIVE LOOP TYPE) VEHICLE DETECTOR (MAGNETIC TYPE) VEHICLE DETECTOR (MICROLOOP TYPE) PEDESTRIAN PUSH BUTTON ON POLE CONTROLLER CABINET AND PAD CONTROLLER CABINET ON POLE TRAFFIC SIGNAL HEAD TRAFFIC SIGNAL HEAD WITH BACKPLATE TRAFFIC SIGNAL HEAD WITH TURN ARROW AND BACKPLATE TRAFFIC SIGNAL HEAD WITH ALL LENSES OPTICALLY PROGRAMMED PEDESTRIAN SIGNAL HEAD LUMINAIRE ON MAST ARM LUMINAIRE ON POLE TOP (11, -<„,MOOD POLE WITH ANCHOR GUY -ANCHOR GUY 0 PEDESTAL POLE 0 METAL SPAN MIRE OR MAST ARM POLE AND FOUNDATION PULL BOX QO -I POLE FOUNDATION WITH SPARE CONDUIT SEND `SPARE BEND SIGN POWER POLE NOTES TELEPHONE POLE HYDRANT 1. LAMPS FOR SIGNAL HEADS SHALL CONFORM TO THE STANDARD SET BY THE INSTITUTE OF TRANSPORTATION ENGINEERS (ITE). ALL LAMPS SHALL BE DESIGNED FOR 120 VOLT OPERATION AND HAVE A STANDARD BRASS SCREW BASE. THE LAMP SHALL HAVE A CLEAR GLASS ENVELOPE AND FURTHER BE IN COMPLIANCE WITH THE FOLLOWING: 1AMINAL SIGNAL LENS DIAMETER NOMINAL WATTAGE LIFE (HOURS) INITIAL LUMENS NOMINAL LIGHT CENTER LENGTH 8 INCHES 116 6000 1260 2 7/16 INCHES 12 INCHES 150 6000 1950 3 INCHES 2. TRAFFIC SIGNAL AM) PEDESTRIAN S GNAL HEADS SHALL CONFORM TO THE MANUAL ON UNIFORM TRAFF C CONTROL DEVICES, LATEST EDITION AVAILAB E FROM THE U.S. DEPARTMENT CF TRANSPORTATION, FEDERAL H GHWAY ADMINISTRATION, AND TO THE REOUIREMENTS FOR LENSES SET FORTH BY THE STANDARD FOR ADJUSTABLE FACE VEHICLE TRAFFIC CONTROL SIGNAL HEADS, LATEST EDITION, AVAILABLE FROM THE INSTITUTE OF TRANSPORTATION ENGINEERS. 3. REFER TO THE PLANS FOR SIGNAL HEAD TYPE, LOCATION AND FACE REGUIREMNENTS. STANDARD SIGNAL FACE ARRANGEMENTS SIGNAL FACE NOTATION KEY BID ITEMS zoo xs-o ... "E" - ALL 8" SIGNAL LENS " II—SIGNAL FACE ARRANGEMENT "T" DENOTES TRAFFIC SIGNAL J I TLENS ARRANGEMENT "T" - ALL 12" SIGNAL LENS NUMBER OF LENS IN SIGNAL FACE "P" DENOTES PEDESTRIAN SIGNAL NUMBER OF FACES "C" - COMBINATION 8" 8. 12" SIGNAL LENS VERTICAL SIGNAL HEADS Ell E12 E21 E22 E24 E25 E23 T11 T12 T21 T22 T24 T25 T23 E 31 C 31 7 31 S 0 0 TS -1 S S S S S S S S S CD S S E20 720 T19 T32 T 33 T34 T41 742 T51 T52 R S R G G TS -1 TS -IL TS -1L TS -IR HORIZONTAL SIGNAL HEADS E 36 T 36 737 T38 S S TS -1 S S © R Y G TS -1L 747 S G TS -TLB S SIGNAL FACE S S S SOLID RED SOLID YELLOW SOLID GREEN S S Y TS -IL T48 S G S S S G S S S TS -1L8 TS -1R8 T39 S G S G R Y G TS -IR to TS -IRB S G ARRANGEMENT LEGEND © R RED ARROW Y YELLOW ARROW G GREEN ARROW S S S Y G S S S S S TS -ILL TS -IRR POLE MOUNT ONLY PS -1 Y G Y G tki T51A PS -1 S S S Y G T51B S S S TS -ILL TS -ILL T52A 7528 S S S S S Y G S S S S S TS-1RR TS-1RR Y G R2 NAR 98 RI JUN.88 REV. NO. DATE RENEW SIGNAL FACE ARRANGEMENTS REVISED AND UPDATED DESCRIPTION OF REVISION NEBRASKA DEPARTMENT OF ROADS STANDARD PLAN NO. 910-R2 SIGNAL FACE CONFIGURATION ORIGINAL: JANUARY 14, 1977 DATE Roadway Dosidn Division 1 6'-0" MIN. OVERLAP 1 SILT FENCE SPLICE SILT FENCE WITH 10'-0" RADIUS BAY SILT FENCE WITH 0' RADIUS BAY BAY DETAIL NOTE: SILT FENCE AT CORNERS SHALL HAVE A RADIUS OF 0' MIN. TO 10'-0" MAX. iv- P.O.W. LINE 6'-0" • STEEL STUDDED "T" LINE POSTS 5'-6" LENGTH; 6'-0" MAX. SPACING TOE OF SLOPE 30" TRENCH AND COMPACT BACKFILL SEE TRENCH DETAIL OPTION ONE (PREFERED) SILT FENCE (6'-0" OFFSET FROM TOE OF FILL) PLASTIC CABLE TIES - IF STAPLES ARE USED THEY MUST BE THROUGH ALL LAYERS OF FABRIC SILT FENCE FABRIC WATER LEVEL VARIES ti 6 6'-0" OFFSET FROM —I F -'— TOE OF FILL (MINIMUM) SILT FENCE 6"x I" WIRE STAPLE 44**PLACED AT 1' ON CENTER ;Az- R.O.W. LINE TRENCH AND COMPACT BACKFILL SEE TRENCH DETAIL 2" x 2" x 6'-0" WOOD STAKE SPACING 6'-0" ON CENTER SILT RUNOFF b N 6" x I" WIRE STAPLE EVERY 2'-0' NOTE: X INCLINE POST 75° TO 20° MAX. FROM VERTICAL, TOWARD FLOW. SILT FENCE (WET & BELOW WATER INSTALLATION) 30" TRENCH DETAIL STEEL STUDDED "T" LINE POSTS 5'-6" LENGTH; 6'-0" MAX. SPACING TOE OF SLOPE OPTION TWO (WITH LIMITED R.O.W.) SILT FENCE (AT TOE OF FILL) SILT FENCE FABRIC FLOW NOTE: POST SPACING 6'-0" MAX. MULTIPLE BAYS MAY BE USED 1!! SILT FENCE MAY ALSO BE INSTALLED WITH A SILT FENCE PLOW. NO STAPLING IS REQUIRED WHEN THE SILT FENCE PLOW I5 USED. STEEL STUDDED "T" LINE POSTS 5'-6" LENGTH; 6'-0" MAX. SPACING FLOW f 6 1_1 SILT TRAP T 2'-0"� 2'-0" APPROX. TRENCH AND COMPACT BACKFILL SEE TRENCH DETAIL SILT FENCE WITH SILT TRAP (ACROSS DITCH) PLASTIC CABLE TIES - (STAPLED TO POST) IF STAPLES ARE USED THEY MUST BE THROUGH ALL LAYERS (3 -REQUIRED ON EACH STAKE) 2"x 2"x 30" WOOD STAKES (NOMINAL) SPACING, 3'-0" MAX. ON CENTER 6"i• 6'x 1" WIRE STAPLE EVERY 2'-0" STAGGERED BACKFILL SILT FENCE - LOW PROFILE (LOW AND/OR HIGH POROSITY) FLOW 3O" 36" COIR SILT FENCE FABRIC HIGH POROSITY SILT FENCE (ACROSS DITCH) x I x Y x x x L2 L1= A + 6'-0" L2= Y + 6'-0" CURB INLET STEEL STUDDED "T" LINE POSTS 5'-6" LENGTH; 6'-0" MAX. SPACING FLO 30' TRENCH AND COMPACT BACKFILL SEE TRENCH DETAIL n BACKFILL 30" HIGH POROSITY 8'-0" MAX. 3'-0" MIN. SILT FENCE (ACROSS DITCH) PLASTIC CABLE TIES - (STAPLED TO POST) IF STAPLES ARE USED THEY MUST BE THROUGH ALL LAYERS L3 -REQUIRED ON EACH STAKE) / //1-2"x 2"x 6' WOOD STAKES / (NOMINAL) SPACING, 6'-0" MAX. ON CENTER DRIVEN UNTIL FIRM 6"x 1" WIRE STAPLE COIR SILT FENCE - ON WOOD POSTS - DRY INSTALLATION SILT FENCE /+ o W SILT FENCE (UNDER BRIDGE) )SILT FENCE TOE OF FI SILT FENCE �x— TOE OF FILL x—x .X—X SILT FENCE (AT DRAINAGE STRUCTURE) r HIGH POROSITY rLOW POROSITY SILT FENCE SILT FENCE 1 X X INLET WALL 3'-0" x I - -- _t7 x 1 A K A I Ll& L2 = FACE OF INSIDE WALL 6'-0" GRATE, AREA, MEDIAN INLETS OR JUNCTION BOXES f 3'-0" IF POSSIBLE (MAY VARY) LOW POROSITY NOTE: SILT FENCE SHOULD BE 30" ABOVE GRADE (MAY VARY) SILT FENCE MINIMUM ROLL WIDTH: LOW POROSITY = 42" HIGH POROSITY = 42" LOW PROFILE = 36" COIR SILT FENCE = 36" FOR EACH STEEL STUDDED "T" LINE POST, 3 PLASTIC CABLE TIES ARE REQUIRED. REV. NO. DATE DESCRIPTION OF REVISION NEBRASKA DEPARTMENT OF ROADS STANDARD PLAN NO.502 SILT FENCE DETAILS APPROVED: DECEMBER 18.2006 DATE y Design Division r3" NO DUMPING, DRAINS TO STREAM INLET COVER QUANTITIES FOR JUNCTION BOX SIZE Y X = 21-6" ADDITIONAL QUANTITIES OFCONCRETE (CU. YDS.) PER ONE FOOT INCREASE OF DIMENSION "X" ** CONCRETE CU. YDS. REINFORC. LBS. 2'-0" x 2'-0" 0.94 15 0.26 2'-0" x 2'-6" 1.06 18 0.27 2'-0" x 3'-0" 1.18 23 0.31 2'-6" x 2'-6" 1.20 19 0.31 2'-6" x 3'-0" 1.33 22 0.34 3'-0" x 3'-0" 1.47 29 0.36 3'-0" x 3'-6" 1.61 30 0.39 3'-0" x 4'-0" 1.76 34 0.41 *NO DEDUCTIONS WILL BE MADE FOR PIPE OPENINGS **DIMENSION "X" SHALL NOT EXCEED 5'-6" NO. 4 BARS @ 8" MAX. SPACING NO. 4 BARS @ 8" MAX. SPACING C I ' *T"• -Z Y/ +1'-4" PLAN 9" Y-2" OR Y-2" 9" C >r SECTION C -C JUNCTION BOX (NOT FOR USE UNDER TRAFFIC) NOTE: TEXT IS TO BE IMPRINTED INTO CONCRETE. AT A DEPTH OF 1/4". 6 BAR N AT 83/4" CTRS. 5'-4" SECTION PLAN BACK COVER 1/4. PICK HOLE (OPTIONAL) £J TOTAL WEIGHT = 125 LBS. CAST IRON COVER AND FRAME 60" 39" 21" 6' ^ "> N ?' P. T. 4k I 0" 6" 12" 18 ' 24" 30" 36" 2 60" PAVING CROSS SLOPE (FT/FT) 0.01 0.02 0.03 0.04 0.05 0.06 H 10X" 10%" 10YE" 9%" 9%" 9ha" GUTTER DEPRESSION TEMPLATE PLAN 'GROUT COVER ;1 - NO. NO. 4 ANCHOR BAR - 2 (ANCHOR BAR MAY BE CAST IN PLACE OR PLACED IN v %" MAX. DRILLED HOLE) SECTION A -A ANCHOR BAR PLAN SECTION B -B 10" FRONT ELEVATION STEPS TO BE PLACED AT 16" CENTERS CAST IRON STEPS LIFT BAR R7 JAN 07 NO DIMPIN0 DRAINS TO STREAM R6 SEP 92 UD SLOPE ADJUSTMENT RS JUN 89 MULTIPLE REVISIONS REV. NO. DATE DESCRIPTION OF REVISION NEBRASKA DEPARTMENT OF ROADS STANDARD PLAN NO. 443-R7 CURB INLETS AND JUNCTION BOX APPROVED: FEBRUARY 22, 1979 O11E Roadway Design Division F BAR D LIFT BAR BAR C PLAN INLET COVER 8" 4'-0" 8' REINFORCING BAR BENDING DIAGRAM FOR CURB INLET 7" BAR E IL 1 I 2'-5" 7" 7„ n � -� FZ �0.• BARIj y��, BAR l f SLOPE VARIES 12'-0' I (ADJUST IN W=D -(6"4.7) FIELD) BAR H LONGITUDINAL PIPES LOCATION OF BACK WALL WHEN LONGITUDINAL PIPES ARE NOT USED BACK OF CURB-\ ro TO WARP GUTTER GUTTER LINE i N " 1 € TRANSVERSE PIPE 1._c• PLAN TO FIT TEMPLATE Y = 4'-0" WARP GUTTER TO FIT THROAT OPENING 5'-0" 5" TOP OF CURB 5" 5'-0'• FLOW TEMPLATE LIMIT OF GUTTER DEPRESSION 30" MAX. 16" (TYPICAL) IB„I 4._0„ FRONT ELEVATION GUTTER LINE LIFT BAR BARD BAR C ADDITIONAL LIFT BAR FOR OPENINGS OVER 8'-0" I I -1-1-1-7-PT-1-T-17 F T T T7 t--t--t-b-F- t--t-I--t-t-t-t-t--t LIT_)- - - F BAR B LIFT BAR BAR E BACK COVER BAR G BAR A BARE BAR F PLAN INLET COVER 8" 4'-O' 8" E LONGITUDINAL PI ES 8"I LOCATION OF BACK WALL WHEN LONGITUDINAL PIPES ARE NOT USED ANCHOR BAR -'I 2'_10" _E-1(2" ANCHOR BAR -I-. m 01" BACK OF CURB -N i --r-1- T- _ 0 ANCHOR BAR 8" 10" y I J GUTTER LINE \� I ...,�- C TRANSVERSE PIPE PLAN Do REINFORCING BAR SCHEDULE FOR CURB INLETS BAR SIZE SHAPE Y 4'-0' Y = 6'-0" Y = 81-0" Y = 10'-O" Y = 12'-0" Y = 14'-0' Y = 16'-0" Y = 18'-0" NO. LENGTH NO. LENGTH NO. LENGTH NO. LENGTH NO. LENGTH NO. LENGTH NO. LENGTH NO. LENGTH A 8 STR. 3 6'-9" 3 8'-9" 3 10'-9" 3 12'-9" 3 14'-9" 3 16'-9" 3 18'-9" 3 20'-9" B 6 STR. -- - - 2 4'-10" 2 6'-10" 2 8'-10" 2 10'-10" 2 12'-10" 2 14'-10" 2 16'-10" C 6 STR. 3 2'-0" 1 2'-0" 1 2'-0" 1 2'-0" ! 2'-0" 1 2'-0" 1 2'-0" 1 2'-0" D 6 STR. 1 5'-1" 1 5'-1" 1 5'-1" 1 5'-1" 1 5'-1" 1 5'-1" 1 5'-1" 1 5'-1" E 5 BENT 6 4'-0" 6 4'-0" 6 4'-0" 6 4'-0" 6 4'-0" 6 4'-0" 6 4'-0" 6 4'-0" F 5 BENT -- -- 3 2'-7" 6 2'-7" 8 2'-7" 1 1 2'-7" 13 2'-7" 16 2'-7" 18 2'-7" 6 5 BENT 5 1'-7" 4 1'-7" 4 1'-7" 4 /'-7" 4 /'-7" 4 /'-7" 4 1'-7" 4 1'-7" H 4 BENT -- -- 10 W*4'-O" 10 W*4'-0" 10 1*4'-0" 10 W*4'-0' 10 01+4'-0" 10 W*4'-0" 10 W*4'-0" 6.7 27" 4'-2" 5'-6" 3'-1" 2'-11' 2'-3" 3.31 __ __ __ __ __ 2 2'-2" 2 2'-2" 2 2'-2" K 4 STR. -- -- -- -- -- -- -- -- -- -- 4 1'-9" 4 1'-9" 4 !'-9" LIFT 4 BENT VAR. 2'-6" VAR. 2'-6" VAR. 2'-6" VAR. 2'-6" VAR. 2'-6" VAR. 2'-6" VAR. 2'-6" VAR. 2'-6" M 4 STR. VAR. 5'-1" VAR. 5'-1" VAR. 5'-1" VAR. 5'-1" VAR. 5'-1" VAR. 5'-1" VAR. 5'-1" VAR. 5'-1" N 4 STR. 8 B-3" 8 8-3" 8 8-3" 8 B-3" 8 B-3" 8 5-3" 8 8-3" 8 B-3" LOCATION OF BACK WALL WHEN LONGITUDINAL PIPES ARE NOT USED B 5" 2'-O" * I" NON SHRINK BEDDING GROUT WARP GUTTER TO FIT TEMPLATE Y = 6'-O" TO 18'-0" THROAT OPENING FLOW ARP GUTTER TO FIT TEMPLATE LIMIT OF GUTTER DEPRESSION 0i GUTTER LINE CURB INLETS 30" MAX. 16" (TYPICAL) - BAR H 8"I 4'-O' Is' FRONT ELEVATION T = 9" EXCEPT FOR THE FOLLOWING: T = 6" FOR 6'-0" TO 18'-O" OPENINGS WHEN X = 2'-11" THRU 3'-1" T = 1'-6" FOR 14'-0" TO 18'-0" OPENINGS WHEN X = 3'-11" THRU 7'-5" DATA FOR CURB INLETS DIA. OF LONGIT. PIPE DIMENSIONS QUANTITIES ADDITIONAL OUANTITIES PER ONE FOOT INCREASE OF DIMENSION "X" XO1 (MIND A® B C DOF CONCRETE. CU. YDSX) REINFORCING STEEL LBS. N0. M BARS Y=4' Y=6' 7=8' Y=1 Y=18' Y=4' Y=6' Y=8' Y=10' Y= 12' Y= 14' Y=16' Y= 18' CONCRETE Cu. YDS. REINF. STEEL LBS. (4) - 3'-11' 2'-8" - 2'-8" 2'-O" 2.08 2.43 2.79 3.15 3.51 4.06 4.46 4.85 113 175 202 231 259 289 316 344 NONE 0.383 6.7 12" 2'-11' 4'-0" 1'-7" 1'-8" 1'-0" 2.14 2.51 2.86 3.21 3.56 3.95 4.30 4.65 133 186 216 245 274 3/0 340 369 3 0.459 6.7 15" 3'-2" 4'-3" 7'-11" 1'-11" l'-3" 2.37 2.71 3.07 3.43 3.79 4.21 4.57 4.94 136 193 22/ 250 277 312 342 370 3 0.473 6.7 18" 3'-5" 4'-7" 2'-2" 2'-2" 1'-6" 2.60 2.95 3.30 3.67 4.03 4.44 4.80 5.16 141 200 228 257 284 318 349 376 4 0.490 6.7 2/" 3'-8" 4'-11' 2'-6" 2'-5" 1'-9" 2.83 3.19 3.53 3.90 4.26 4.68 5.04 5.40 144 203 231 260 287 322 351 379 4 0.504 6.7 24" 3'-11' 5'-2" 2'-9" 2'-8" 2'-0" 3.06 3.41 3.76 4.12 4.49 5.04 5.43 5.83 148 210 238 267 294 324 352 379 5 0.518 6.7 27" 4'-2" 5'-6" 3'-1" 2'-11' 2'-3" 3.31 3.66 4.01 4.37 4.74 5.29 5.68 6.08 150 213 241 270 297 327 354 382 5 0.532 6.7 30" 4'-5" 5'-9" 3'-4" 3'-2" 2'-6" 3.54 3.89 4.25 4.61 4.97 5.52 5.92 6.32 /51 217 244 273 301 331 358 385 5 0.547 6.7 36" 4'-11' 6'-4" 3'-11' 3'-8" 3'-O" 4.06 4.41 4.77 5.13 5.49 6.04 6.44 6.83 158 226 254 283 310 340 368 395 6 0.576 6.7 42' 5'-5" 6'-11' 4'-6" 4'-2" 3'-6" 4.60 4.95 5.31 5.67 6.03 6.58 6.98 7.38 164 236 264 293 320 350 378 405 7 0.605 6.7 48" 5'-11' 7'-6" 5'-1" 4'-8" 4'-0" 5.18 5.53 5.89 6.25 6.61 7.16 7.56 7.95 171 246 274 303 330 360 387 415 8 0.634 6.7 54" 6'-5" 8'-1" 5'-8" 5'-2" 4'-6" 5.78 6.13 6,49 6.85 7.21 7.76 8.16 8.56 174 253 280 309 337 367 394 42/ 8 0.663 6.7 60" 6'-11' 8'-8" 6'-3" 5'-8" 5'-0" 6.41 6.76 7.12 7.48 7.84 8.39 8.79 9.19 180 262 290 319 346 376 909 431 9 0.691 6.7 66" 7'-5" 9'-3"6'-!0" 6'-2" 5.-6" 7.07 7.42 7.78 8.14 8.50 9.05 9.45 9.85 187 272 300 329 356 386 414 441 10 0.720 6.7 0"X" SHALL NOT EXCEED 7'-6". 0"A" SHALL NOT EXCEED 10'-0". 0 NO DEDUCTIONS WILL BE MADE FOR PIPE OPENINGS. 0 NOT APPLICABLE WHERE Y = 4'-0". DIAMETER OF PIPE AND MINIMUM "X" IN THIS INLET DATA TABLE ARE BASED ON THE LONGITUDINAL PIPE. DEPTH OF THE INLET MAY BE GOVERNED BY THE TRANSVERSE PIPE (MINIMUM "D" = TRANSVERSE PIPE DIAMETER PLUS 9"). :ACK COVERIlaillir Ii E rn 1 8"Er ti �E: Q€1 L 's# 1 ..1 ', DJ_L 0` 18" A 8" 7" TEMP ATE • TRANSVERSE PIPE 0 2 B R H T=9" FOR 6'-O" TO 12'-0" OPENINGS 8 1' 6" FOR 14'-0" TO 18'-0" OPENING TYPICAL SECTION OF INLETS * GROUT SHALL BE FINISHED SUCH THAT THE TOP ELEVATION OF THE INLET LID, WHEN INSTALLED, MATCHES THE FINISHED SHOULDER SLOPE OF THE ROADWAY CROSS-SECTIONS. NOTES THE MINIMUM COVERING, MEASURED FROM THE FACE OF CONCRETE TO THE SURFACE OF ANY REINFORCING BAR, SHALL BE 1 1/2 INCHES. THE QUANTITIES OF CONCRETE AND STEEL FOR CURB INLET INCLUDES THAT PORTION OF CONCRETE AND STEEL BELOW AND BACK OF THE CURB SECTION AS SHOWN ON THIS PLAN. THE CONCRETE COVERS MAY BE CAST IN PLACE OR PRECAST. THE CAST IRON COVERS, FRAMES SHALL BE GREY IRON CONFORMING TO THE SPECIFICATIONS. CAST IRON STEPS SHALL BE INSTALLED IN CURB INLETS AND JUCTION BOXES WHEN THE "X" DIMENSION IS 4'-6" OR GREATER. THE FURNISHING AND PLACING OF CAST IRON STEPS SHALL BE SUBSIDIARY TO THE ITEM FOR WHICH DIRECT PAYMENT IS MADE. THE GUTTER DEPRESSION TEMPLATE SHALL BE USED THROUGHOUT THE THROAT OPENING. CLASS OF CONCRETE AND MINIMUM COMPRESSIVE STRENGTH AND TYPE OF STEEL FOR REINFORCING BARS SHALL CONFORM TO THE DEPARTMENT OF ROADS "STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION." THE INLET COVER SHALL BE IMPRINTED "NO DUMPING" SEE SHEET 2 OF 2. a 8" THICK CONCRETE WALL LOCATED AT MID -POINT (Y/2) OF INLET OPENING. 2 -BAR K 2 -BAR J SECTION FOR 14'-0",16'-0" & 18'-0' INLET OPENINGS MID -POINT COVER SUPPORT R7 AS R5 REV. NO. JAN 07 SEP 92 JUN 89 DATE NO DUMPING. DRAINS TO STREAM UD SLOPE ADJUSTMENT MULTIPLE REVISIONS DESCRIPTION OF REVISION NEBRASKA DEPARTMENT OF ROADS STANDARD PLAN NO. 443-R7 CURB INLETS AND JUNCTION BOX APPROVED: FEBRUARY 22, 1974 DATE Roodvgy Design Division SIDE ELEVATION L 6" D 6" 1 2" TRANSVERSE BARS BARS IN SIDE BENT AS SHOWN VERTICAL BARS DETAILS OF COLLARS L/2 CUT MESH ALONG ANGLE LINE I 6. 14" MIN. NO. 4 x 30" BARS CENTERED ON CUT CUTTING DETAIL WELDED WIRE FABRIC CAGES 12" THROUGH 24" PIPE DIAMETERS MIN. BAND THICKNESS BARS IN BOTTOM BENT AS SHOWN N TRANSVERSE BARS END ELEVATION 4" x 4" - W2.1 x W2.1 WELDED WIRE FABRIC MORTAR FILLED JOINT MaHEEMEMEMMEWIL 11,1%444Nik IIS r mert%%, NO. 4 BARS NO. 4 BARS WELDED WIRE FABRIC WELDED WIRE FABRIC DETAILS OF CONCRETE ELBOWS P A WELLED WIRE FABRIC CAGES NO. 4 BARS OVER 24" PIPE DIAMETER BAR LOCATION DETAILS BENDING DETAIL DATA FOR PRECAST ELBOWS SIZE Of PIPE 9' MINDUI RAND THICKNESS C MAXIMUM L°6' L°r/x' 72" 1" 90° 90° 15" 1" 90° 90° 18" 1" 90° 90° 21" I" 90° 90° 24" 1%" 90° 90° 27" 1%" 90° 90° 30" 7I," 90° 90° 36" I /" 81° 90° 42" 11p" 73° 90° 48" 7%" 66° 88° 54" 2" 60° 81° 60" 2" 55° 75° SCHEDULE OF BARS FOR COLLAR SIZE OF PIPE IV BAR SIZE HUMBER OF BARS TRANS -VERT TOP ONE SIDE BOTTOM 12" NO. 4 12 4 2 4 15" NO. 4 12 4 2 4 18" NO. 4 12 4 2 4 21" NO. 4 12 4 2 4 24" NO. 4 12 4 2 4 27" NO. 4 12 4 2 5 30" NO. 4 12 4 2 5 36" NO. 4 12 4 2 5 42" NO. 4 12 5 3 6 48" NO. 4 12 5 3 6 54" NO. 4 12 5 3 6 60" NO. 4 12 5 3 6 DATA FOR COLLARS SIZE OF PIPE 9' 0 CONCRETE (CU. YDS./ REINF. STEEL 0-BS.1 12" 0° 0.30 32 15° 0.33 33 30° 0.36 36 45° 0.39 37 15" 0° 0.36 35 15° 0.40 36 30° 0.43 38 45° 0.47 40 18" 0° 0.42 38 15° 0.49 41 30° 0.56 44 45° 0.64 46 21" 0° 0.47 40 15° 0.55 42 30° 0.64 46 45° 0.74 48 24" 0° 0.53 43 15° 0.63 45 30° 0.74 49 45° 0.86 51 27" 0° 0.57 45 15° 0.70 48 30° 0.84 52 45° 0.99 55 30" 0° 0.63 49 15° 0.79 53 30° 0.96 57 45° 1.14 61 36" 0° 0.77 53 15° 7.01 58 30° 7.26 63 45° 1.53 68 42" 0° 0.96 65 15° 1.32 72 30° 1.69 80 45° 2.09 91 48" 0° 1.16 68 15° 1.66 77 30° 2.19 86 45° 2.75 95 54" 0° 1.34 75 15° 2.07 84 30° 2.70 95 45° 3.44 106 60" 0° 1.54 77 15° 2.39 89 30° 3.28 100 45° 4.23 113 NOTES: THE DIMENSIONS FOR CONCRETE PIPE SHOWN ON THIS PLAN ARE FOR CLASS III REINFORCED CONCRETE PIPE, AASHTO DESIGNATION M170, WALL "8". ALL QUANTITIES ARE BASED ON DIMENSIONS SHOWN ON THIS PLAN. NO ADJUSTMENTS WILL BE MADE IN THESE QUANTITIES IF OTHER STRENGTH STANDARD PIPE IS FURNISHED IN ACCORDANCE WITH THE SPECIFICATIONS OR IF COLLARS ARE USED ON PIPE OTHER THAN CONCRETE. WHEN A CONCRETE COLLAR, CONNECTING EXISTING AND NEW CONCRETE PIPE, IS CONSTRUCTED WITH A BEND, IT SHALL BE CONSIDERED AS A COLLAR NOT AN ELBOW. ALL REINFORCING STEEL USED SHALL CONFORM TO THE REQUIREMENTS OF THE ASTM DESIGNATIONS A615/A615M, GRADE 60. ALL BAR DESIGNATIONS ARE IN CUSTOMARY U.S. UNITS. ALL CONCRETE USED SHALL BE CLASS 47B-3000. FOR A SINGLE LINE OF REINFORCING WIRE MESH, TIE REINFORCING BARS ON THE OUTSIDE OF THE CAGE. FOR A DOUBLE LINE OF REINFORCING WIRE MESH, TIE REINFORCING WIRE MESH ON THE INSIDE OF THE OUTSIDE CAGE. REINFORCING BARS SHALL BE LAPPED WHERE THE BEND IS MADE. REINFORCING MIRE MESH SHALL BE LAPPED AND TIED WHERE THE BEND IS MADE. WELDED WIRE FABRIC OR EQUAL SHALL BE LAPPED 12" AT SPLICES. THE ORIENTATION OF THE PIPE SHALL BE MARKED WHEN CASTING TO ASSURE ADEQUATE REINFORCING BAR EMBEDMENT AND PROPER ALIGNMENT WHEN CUTTING AND ROTATING. ALL PIPE DIMENSIONS SHOWN ARE NOMINAL. R9 JAN 07 SEWED REFERENCE TO CONC. AY -3000 R3 AUG 99 COMPUTER FILE/CRA4GES R2 AUG 82 REVISED ELBOW CONSTRUCTION REV. NO. DATE DESCRIPTION OF REVISION NEBRASKA DEPARTMENT OF ROADS STANDARD PLAN NO. 425-R4 COLLARS AND ELBOWS FOR CONCRETE PIPE APPROVED: FEBRUARY 22. 1974 DATE CONTRACTION JOINT REQUIRED EVERY 12'-0" WHEN DRIVEWAY LENGTH EXCEEDS 20' DRIVEWAY H - NI L ALLEY MAJOR INTERSECTION COMMERCIAL DRIVEWAY :- V Y _V _ Y_4- _J/_ INTERSECTION INTERSECTION INTERSECTION JOINT LAYOUT (TYPICAL INTERSECTIONS WITH RAISED ISLANDS) RURAL URBAN STOP TINING 2' FROM BACK OF CURB INTERSECTION LONGITUDINAL JOINTS — rSTOP TINING 2'-O" FROM BACK OF CURB TIMING (TYP.) 8" TYP. NOT TINED CENTERED ON JOINT SAWED CONTRACTION JOINTS (TYP.) DRIVEWAY I " 15' ^15' ASPH. SHOULDER ASPH, SHOULDER TYP. NO SHOULDER DRIVING LANES DRIVEWAY NO SHOULDER LONGITUDINAL JOINTS N CO C. SHOULDER DRIVEWAY STOP TIMING 6" FROM rEDGE OF DRIVING LANE TIMING PARALLEL TO LONGITUDINAL JOINT 8" TYP. NOT TINED J- CENTERED ON JOINT SAWED CONTRACTION JOINTS (TYP.) STOP TINING 6" FROM EDGE OF DRIVING LANE RURAL TINING LIMITS WITH SURFACED SHOULDERS (IF CALLED FOR IN THE PLANS) V =V_ M FOR TRANSITION DETAILS SEE PLANS 2' MIN. JOINT LAYOUT (TYPICAL INTERSECTIONS & DRIVES) INTERSECTION STOP TIMING 2'-0" FROM BACK OF CURB TINING LIMITS NOTES: LEGEND SAWED CONTRACTION JOINT LONGITUDINAL JOINT 16'-6" TRANSVERSE JOINT SPACING IS THE STANDARD SPACING REGARDLESS OF THE PAVEMENT THICKNESS. V VARIES FROM 10'-0" TO MAX. 16'-6". VARIABLE SPACING IS USED AROUND INTERSECTIONS AND LARGE DRIVEWAYS WHICH IS TIED TO THE CONCRETE LANES OR SHOULDERS TO MATCH THE JOINTS. ALL CONCRETE SURFACES, NOT TINED, WILL REQUIRE TRANSVERSE BROOMING OR BURLAP DRAG. (NOT APPLICABLE TO SHOULDERS) Al R6 AS REV. N0. MAR.OS APR.04 FE6.03 DATE MULTIPLE CHANGES MULTIPLE CHANGES MULTIPLE CHANGES DESCRIPTION OF REVISION NEBRASKA DEPARTMENT OF ROADS STANDARD PLAN NO.329-R7 8 TO 16 INCH CONCRETE PAVEMENT APPROVED: OCTOBER 25, 1994 Doc 0 T I o^.w NOS LONGITUDINAL JOINTS DRIVING LANES T 2' MIN. LONGITUDINAL JOINTS (IF APPLICABLE) SAWED CONTRACTION JOINTS (TYP.) (IF CALLED FOR IN THE PLANS) TINING WITH CONCRETE SHOULDER } (� STOP TIMING 6" FROM I EDGE OF DRIVING LANE T TIMING PARALLEL TO 8 TYP. NOT TINED CENTERED ON JOINT STOP TINING 6" FROM EDGE OF DRIVING LANE LONGITUDINALJOINT 1 22' MIN. Y JOINT LAYOUT AT ENTRANCE & EXIT RAMPS LONGITUDINAL JOINT (IF APPLICABLE) (— INSIDE SHOULDER b_ : V V V V V V V — INSIDE SHOULDER b `- OUTSIDE SHOULDER LONGITUDINAL JOINT f T LIMITS OF TIMING OUTSIDE SHOULDER <0 LIMITS OF TIMING OUTSIDE SHOULDER DRIVING LANES LIMITS OF TINING TINING LIMITS GORE AREA b RAMP LEGEND SAWED CONTRACTION JOINT LONGITUDINAL JOINT NOTES: I6'-6" TRANSVERSE JOINT SPACING IS THE STANDARD JOINT SPACING REGARDLESS OF THE PAVEMENT THICKNESS. V VARIES FROM 10'-0" TO MAX. 16'-6". THE LONGITUDINAL JOINT BETWEEN THE SHOUILDER AND THE l2' DRIVING LANE IS NOT REQUIRED FOR SHOULDER WIDTHS OF 4'-0" OR LESS. TRANSVERSE JOINTS FOR DOWELED CONCRETE PAVEMENT SHALL BE CONSTRUCTED PERPENDICULAR TO THE ROADWAY. ALL CONCRETE SURFACES, NOT TINED, WILL REOU RE TRANSVERSE GROOMING OR BURLAP DRAG. (NOT APPLICABLE TO SHOULDERS) A7 A6 RS REV. NO. MAR.05 MULTIPLE CHANGES APR.04 MULTIPLE CHANGES FEB.03 MULTIPLE CHANGES DATE DESCRIPTION OF REVISION NEBRASKA DEPARTMENT OF ROADS STANDARD PLAN NO.329-R7 8 TO 16 INCH CONCRETE PAVEMENT APPROVED: OCTOBER 25, 1994 Wic 0 S DIRECTION OF PLACEMENT No. 4 SPACER BARS WELDED 3" MIN. CLEARANCE FROM EDGE OF SLAB A MINIMUM OF 5 CHAIRS PLACED AT UNIFORM INTERVALS SHALL BE USED FOR EACH 12' LANE FAT W/DOWEL GREASE THIS SIDE ONLY 12 GAUGE CHAIR 14" DIA. SMOOTH BAR-\ Ir R'� L 4% I.3'. 34" TIE BAR / 34" DIA. COUPLING SMOOTH BAR CONSTRUCTION JOINT DETAILS OF "W" BAR Ni" MAX. JOINT SEALANT (HOT POURED) He" TIE BAR 8 COUPLING ROTATE BAR IF NECESSARY TO MAINTAIN 2" MIN. CLEARANCE (OPTION 1) KEY TYPE No. 5 HOOK AND W -BARS AT APPROX. 2'-9" CTRS. OR 14" HOOK AND W -BARS AT APPROX. 2'-9" CTRS. NOTE: _J L_6 JOINT SEALANT (HOT POURED) JOINT DETAIL THE DOWEL BAR SPACING SHALL BE THE SAME AS SHOWN FOR THE EXPANSION JOINT. REFER TO BAR LOCATION TABLE AND THE DOWEL BAR HEIGHT AND DIAMETER TABLE ON SHEET 1 OF 4. No. 5 x 2'-6" TIE BARS AT APPROX. 2'-9" CTRS. I6 GAUGE METAL - .. ti CONTRACTION JOINT LONGITUDINAL JOINT WITH JOINT SEALANT (HOT POURED) EXISTING SLAB Hc" MAX. JOINT SEALANT (HOT POURED) TIE BAR PINS (OPTION 2) KEY TYPE KEY TYPE JOINT SHALL BE USED ON ALL LONGITUDINAL CONSTRUCTION JOINTS WHEN THE ADJACENT LANE IS NOT PLACED AT THE SAME TIME V TIE BAR PIN 12 GAUGE METAL PLATE 6" x 6" SQUARE --. SPOT WELD 30° MAX. I" SPOT WELD 12 GAUGE METAL PLATE 6" x 6" SOUARE No. 5 x l'-6" TIE BARS ON APPROX. 2'-9" CTRS. TO BE DRILLED AND GROUTED INTO EXISTING SLAB TIE BARS ARE TO BE INSTALLED WHERE NEW CONCRETE PAVEMENT IS PLACED ADJACENT TO EXISTING CONCRETE PAVEMENT DETAILS OF TIE BAR JOINT SEALANT (HOT POURED) He" MAX. Tj3 NEW SLAB No. 5 x 2'-6' TIE BARS ON APPROX. 2'-9' CTRS. WHEN T=6" TO 10", No. 6 x 2'-6' TIE BARS ON APPROX. 2'-9' CTRS. WHEN T OVER 10" TIE BAR PINS SAWED WHEN TWO ADJACENT LANES ARE PLACED AT THE SAME TIME, THE LONGITUDINAL JOINT COMMON TO THE LANES SHALL BE SAWED LONGITUDINAL JOINTS NO TIE BARS SHALL BE CLOSER THAN l'-3" TO A TRANSVERSE JOINT. ALL LONGITUDINAL JOINTS BETWEEN LANES AND BETWEEN LANES AND SHOULDERS MUST BE TIED. MEDIAN SHOULD NOT BE TIED. NOTE: 12 GAUGE METAL CHAIR = PAVEMENT THICKNESS R7 R6 R5 REV. NO. MAR.05 MULTIPLE CHANGES APR.04 MULTIPLE CHANGES FEB.03 MULTIPLE CHANGES DATE DESCRIPTION OF REVISION NEBRASKA DEPARTMENT OF ROADS STANDARD PLAN NO.329-R7 8 TO 16 INCH CONCRETE PAVEMENT APPROVED: OCTOBER 25. 1999 DATE Roadway Dolan DI V o o otw NOy n r c n L 3" MINIMUM OF 5 CHAIRS SPACED AT UNIFORM INTERVALS FOR EACH SPACER BAR 1 O No. 4 SPACER BARS n o c c c r 3" 1,-0" 1,-0" I 0 EXPANSION JOINT FILLER (APPLIES TO EXPANSION JOINTS ONLY) -'1 1'-0" 1,-0„ 1,-0" 1,-0" 1'-0" LI L2 DOWEL BAR HEIGHT AND DIAMETER PAVEMENT THICKNESS (T) MINIMUM BAR DIA. DOWEL BAR HEIGHT (T/2) SKEW TOLERANCE LESS THAN 10" 1%" T/2±%" %" 10" OR MORE I%" T/2 ±%" %" O O O T/ ASSEMBLY PLAN PROFILE GRADE ELEV. DOWEL BAR LOCATION TABLE LI L2 L3 #BARS DESCRIPTION 12'-0" 6" 5" 12 12'-0" PAVEMENT 15'-0" 2,-6" 2'-5" 13 15'-0" PAVEMENT (INCLUDES 3'-0" SHOULDER) 16'-0" 3'-6" 3'-5" 13 16'-O" PAVEMENT (INCLUDES 4'-0" SHOULDER) 16'-0" 6" 5" 16 16'-O" RAMP & LOOPS <14'-6" I'-6" I'-5" VARIES PAVEMENT WITH CURB >14'-6" 2'-6" 2'-5" VARIES PAVEMENT WITH CURB > 6'-0" 6" 5" VARIES IRREGULAR AREAS (WIDEN, FILLETS, GORE 1 DOWEL BARS — 1" TEMPORARY FILLER SLOPE AS SHOWN ON PLANS O O O O O O O O O 1" PREFORMED EXPANSION JOINT FILLER SHALL BE USED FOR EXPANSION JOINTS UNLESS OTHERWISE SPECIFIED IN THE PLANS. L 1'-0" L JOINT SEALANT (HOT POURED) No. 4 SPACER BAR WELDED DIRECTION OF PLACEMENT No. 4 SPACER BAR WIRED �li.R1�•d GREASE DOWEL BAR ON 12 GAUGE CHAIR SECTION EXPANSION TUBE SIDE ONLY PREFORMED EXPANSION JOINT FILLER (TO BE USED AT EXPANSION JOINTS ONLY) –1' STOP LUGS 1 I- END CUT AND BEND EXPANSION TUBE EXPANSION JOINT (SUBSIDIARY) JOINT SEALANT (HOT POURED) ti NOTES: THE CONTRACTOR MAY SUBSITUTE OTHER DESIGNS FOR EXPANSION AND CONTRACTION JOINT SUPPORTS IN LIEU OF THE TYPE SHOWN WITH PRIOR WRITTEN APPROVAL BY THE ENGINEER. DOWEL BARS SHALL BE A MINIMUM OF 17%" IN LENGTH, CENTERED ON JOINTS AND BE SMOOTH BARS. TIE BARS SHALL BE DEFORMED BARS. FOR LOAD TRANSFER DEVICES AT EXPANSION JOINTS IN LANES OTHER THAN THE LANES SHOWN, MAINTAIN THE SPACING OF THE P-6" DOWEL BARS AT 1 FT. INTERVALS. THE ENDS OF THE NO. 4 SPACER BARS SHALL NOT BE LESS THAN 3 IN. FROM THE EDGES OF THE PAVEMENT OR THE LONGITUDINAL JOINT. THE CONTRACTOR MAY USE A MACHINE FOR PLACING THE LONGITUDINAL TIE BARS IN LIEU OF THE TIE BAR PINS. IF A MECHANICAL TIE BAR PLACEMENT MACHINE IS NOT USED, TIE BAR PINS AS SHOWN SHALL BE USED. TIE, DOWEL & SPACER BARS SHALL CONFORM TO THE REQUIREMENTS OF THE STANDARD SPECIFICATIONS. KEY TYPE LONGITUDINAL JOINTS AND TRANSVERSE CONSTRUCITON JOINTS SHALL BE EDGED WITH %" R. AT TIME OF CONCRETE PLACEMENT. CONCRETE PAVEMENT SHALL BE TINED UNLESS OTHERWISE SHOWN IN THE PLANS. EXPANSION JOINTS SHALL BE INSTALLED AT LOCATIONS SHOWN IN THE PLANS. PAVEMENT PLACED ADJACENT TO R.R. TRACKS REQUIRES 3 -EXPANSION JOINTS SPACED AT APPROX. 49'-6" INTERVALS. EXPANSION JOINTS SHALL NOT BE SKEWED. Tr PAVEMENT THICKNESS * THE DEPARTMENT REQUIRES THAT DOWEL BASKETS BE PLACED IN ALL CONTRACTION JOINTS WHICH ARE 6' OR WIDER. THE DOWEL BASKETS SHALL BE PLACED TRANSVERSE TO THE DIRECTION OF THE PREDOMINANT TRAFFIC DIRECTION. GREASE DOWEL BAR ON EXPANSION TUBE SIDE ONLY • • EXPANSION TUBE • EXISTING SLAB NEW SLAB NOTES: DOWEL BARS SHALL BE DRILLED TO A DEPTH OF 8" INTO EXISTING SLAB AND GROUTED. SECTION A7 MAR.05 MULTIPLE CHANGES R6 APR.04 MULTIPLE CHANGES RS FEB.03 MULTIPLE CHANGES REV. NO. DATE DESCRIPTION OF REVISION NEBRAS A DEPARTMENT OF ROADS STANDARD PLAN NO.329-R7 8 TO 16 INCH CONCRETE PAVEMENT APPROVED: OCTOBER 25, 1994 un JOINT SEALANT FLOW 1" PREFORMED EXPANSION JOINT FILLER CONCRETE BARRIER CURB * OUANTI TIES CONCRETE 4.55 CU. YDS./STA. AREA 1.228 5Q. FT. JOINT SEALANT FLOW I" PREFORMED EXPANSION JOINT FILLER CONCRETE MEDIAN CURB * QUANTI TIES CONCRETE 4.42 CU. YDS./STA. AREA 1.192 SQ. FT. NOTE: * ONE INCH PREFORMED EXPANSION JOINT FILLER SHALL BE PLACED AT INTERVALS OF NOT MORE THAN 100' THRU CONCRETE BARRIER CURB, CONCRETE MEDIAN CURB, AND CONCRETE CURB, TYPE L NOTE: MAY BE USED WHEN T IS LESS THAN 12" INTEGRAL CONCRETE BARRIER CURB QUANTITIES CONCRETE 1.33 CU. YDS./STA. AREA 0.359 50. FT. FLOW 1" INTEGRAL CONCRETE LIP CURB QUANTITIES CONCRETE 0.62 CU. YDS./STA. AREA 0.167 S0. FT. NO. 4 LONGITUDINAL BAR TO BE GAPPED AT CONTRACTION JOINT LOCATIONS; 3" MIN., 6" MAX. Na 5 x 8" TIE BARS AT 5'-0" CENTERS NOTE: USE WHEN T IS 12" OR GREATER INTEGRAL CONCRETE BARRIER CURB ALTERNATE TYPE QUANTITIES CONCRETE 1.33 CU. YDS./STA. AREA 0.359 S0. FT. JOINT SEALANT FLOW 1" PREFORMED EXPANSION JOINT FILLER CONCRETE CURB, * TYPE I QUANTITIES CONCRETE 5.22 CU. YDS./STA. AREA 1.408 5Q. FT. CONTRACTION JOINTS SHALL BE CONSTRUCTED TO MATCH LOCATION OF EXISTING JOINTS FLOW R EXISTING CONCRETE PAVEMENT THE AREA BETWEEN CURB AND EXISTING CONCRETE PAVEMENT TO BE CLEANED AND ROUGHENED AS DIRECTED BY THE ENGINEER ti 1'-0" NO. 4 LONGITUDINAL BAR TO BE 2" GAPPED AT CONTRACTION JOINT LOCATIONS; 3" MIN., 6" MAX. NO. 5 x 8" TIE BARS AT 5'-0" CENTERS TO BE DRILLED AND GROUTED INTO EXISTING CONCRETE PAVEMENT (WITH APPROVED GROUT) CONCRETE CURB, TYPE II QUANTITIES CONCRETE 0.87 CU YDS./STA. AREA 0.234 50. FT. T/4 (2" MIN.) SAW CUT 4" MIN. DEPTH JOINT FILLER RESERVOIR CONTRACTION JOINT THRU CURB INTEGRAL CONCRETE CURB QUANTITIES CONCRETE 0.89 CU. YDS./STA. AREA 0.239 50. FT. FLOW No. 4 LONGITUDINAL BAR TO BE 2" GAPPED AT CONTRACTION JOINT LOCATIONS; 3" MIM, 6" MAX. CONCRETE PAVEMENT ; Na 5 x 8" TIE BARS AT 5'-0" CENTERS INTEGRAL CONCRETE CURB ALTERNATE TYPE QUANTITIES CONCRETE 0.87 CU. YDS./STA. AREA 0.234 S0. FT. NOTE: T = PAVEMENT THICKNESS R9 RB RT REV. NO. MAR05 MVO/ O X.90 DATE MULTIPLE REVISIONS MULTIPLE REVISIONS BARRIER CURBS DESCRIPTION OF REVISION NEBRASKA DEPARTMENT OF ROADS STANDARD PLAN NO.301-R9 PEMENT DETAILS APPROVED: JANUARY 31. 1979 wtt S 0 1" DIA. x 18" DOWEL BARS, Tr6" TO 8" 1%" DIA. x 18" DOWEL BARS, T OVER 8" EXPANSION. TUBE EXISTING SLAB iJ NEW SLAB GREASE DOWEL BAR ON EXPANSION TUBE SIDE 1" PREFORMED EXPANSION JOINT FILLER JOINT SEALANT NOTES: DOWEL BARS SHALL BE DRILLED TO A DEPTH OF 8" INTO EXISTING SLAB AND GROUTED. DOWEL BARS SHALL BE PLACED AT ('-0" CENTERS. THE OUTSIDE DOWEL BAR SHALL BE PLACED 6" FROM THE EDGE OF THE SLAB. THIS JOINT SHALL BE CONSTRUCTED TRANSVERSE TO THE ROADWAY WHERE THE NEW CONCRETE ABUTS THE EXISTING CONCRETE. DOWEL BARS SHALL BE PLACED PARALLEL TO THE ROADWAY £ AND TO THE ROADBED. EXPANSION JOINT (SUBSIDIARY) NO. 5 x 18" TIE BARS AT 48" CENTERS TO BE DRILLED AND GROUTED INTO EXISTING SLAB. ASPHALTIC CONCRETE Q 1'-0" „ EXISTING SLAB CONCRETE BASE COURSE W/INTEGRAL CURB NO. 5 x 18" TIE BARS AT 48" CENTERS TO BE DRILLED AND GROUTED INTO EXISTING SLAB. 1'-0" EXISTING SLAB VARIABLE THE FOLLOWING NOTE IS TYPICAL FOR CONCRETE BASE COURSE W/INTEGRAL CURB AND CONCRETE PAVEMENT WIDENING: CONTRACTION AND EXPANSION JOINTS SHALL BE CONSTRUCTED TO MATCH LOCATIONS OF EXISTING JOINTS. CONCRETE PAVEMENT WIDENING ONE INCH PREFORMED EXPANSION JOINT FILLER SHALL BE PLACED ACROSS THE FULL WIDTH OF THE MEDIAN SURFACING AT INTERVALS OF NOT MORE THAN 49'-01. LONGITUDINAL JOINTS ONE INCH DEEP SHALL BE MADE IN ALL MEDIANS WHEN SURFACING WIDTH IS 16' OR GREATER. TRANSVERSE JOINTS ONE INCH DEEP SHALL BE MADE IN ALL MEDIANS AT INTERVALS OF NOT MORE THAN 8'. TRANSVERSE AND LONGITUDINAL JOINTS SHALL NOT BE FILLED. 3' MIN. JOINT SEALANT SLOPE 0.02'/FT. JOINT SEALANT 1" PREFORMED EXPANSION JOINT FILLER DETAILS OF CONCRETE MEDIAN SURFACING 1" PREFORMED EXPANSION JOINT FILLER 'P-0" x9 II %�//✓///////�:�%.%/////% 0 VARIABLE 2" 12" OPENING FOR SIGN POST A l- 1'-6" 4' MIN. itrip 1" PREFORMED 11 EXPANSION JOINT FILLER , W/JOINT SEALANT 12" OPENING FOR SIGN POST B 1" PREFORMED EXPANSION JOINT FILLER W/JOINT SEALANT 4" MEDIAN SURFACING 1'-6" 4' MIN. JOINT SEALANT I- 1" PREFORMED EXPANSION JOINT FILLER PLAN SECTION A -A DETAIL AT END OF MEDIAN ISLAND ('-6" 4' MIN. LENGTH AS SHOWN ON PLANS 8' MIN. FOR 6" CURB C 6' MIN. FOR 4" CURB 0 B 4" MEDIAN SURFACING 1 6" 4' MIN. I JOINT SEALANT CONCRETE ISLAND NOSE ) TOP OF SLAB ` CONCRETE PAVEMENT SECTION B -B PLAN 1" PREFORMED EXPANSION JOINT FILL5 ONE INCH PREFORMED EXPANSION JOINT FILLER SHALL BE PLACED AT INTERSECTION RETURNS AND WHERE SHOWN ON THE PLANS. TRANSVERSE JOINTS SHALL BE PROVIDED EVERY 8' OR WHERE SHOWN ON THE PLANS. NOTE: RECESS THE EXPANSION JOINT FILLER %" FROM THE TOP SURFACE OF THE CURB TYPE UNDER CONSTRUCTION DETAIL FOR CUTTING EXPANSION JOINT FILLER VARIABLE (2'-0" MIN. TO 3'-6" MAX.) COMBINATION CONCRETE CURB & GUTTER dr SECTION C -C SECTION D -D NOTE: EXISTING CONCRETE PAVEMENT IS TO BE REMOVED IN AREA COVERED BY CONCRETE ISLAND NOSE. DETAILS OF CONCRETE ISLAND NOSE %" BOARD TO BE LEFT IN PLACE CONCRETE HEADER NOTE: T = PAVEMENT THICKNESS R9 R8 RT REV. NO. MAR.OS MAOI WT.94 DATE MULTIPLE REVISIONS MULTIPLE REVISIONS BARRIER CURBS DESCRIPTION OF REVISION NEDRAS A DEPARTMENT OF ROADS STANDARD PLAN NO.301-R9 PA EMENT DETAILS APPROVED: JANUARY 31, 1979 DATE Roadway Design Division INTEGRAL CURB cc JOINT SEALANT 1" PREFORMED EXPANSION JOINT FILLER 9" 1 9 BARRIER CURB DETAILS OF CURB DROPS R VARIES G vi R X 5' 100' 10' 4.36' 15' 138' 20' 6.24' 25' 7.00' 30' 7.68' 35' 8.31' 40' 8.89' -1,-0" F-� X R = RADIUS X = (X & R IN FEET) CONTRACTION JOINT E — #4 REBAR, 4'-0" LONG DRIVEWAY PLAN 2" LIP CURB 4' MIN. I - SECTION E -E (RURAL DRIVEWAY) 1'-0" JOINT SEALANT SLOP I- 4' MIN. 1" PREFORMED EXPANSION JOINT FILLER SECTION E -E (URBAN DRIVEWAY) 1'-0" JOINT SEALANT aim 1" PREFORMED EXPANSION JOINT FILLER SECTION F -F (URBAN DRIVEWAY) TOP OF CURB + 0" MINIMUM TRANSITION SIDEWALK TO MEET DRIVE (DISTANCE VARIES) RISE LESS THAN 6" (8% SLOPE) RISE GREATER THAN 6" (5% SLOPE) SLOPE r R=RISE ; SIDEWALK:4 DRIVE• 4' MIN. /.R,1 VARIABLE CROSSWALK SLOPE TOWARD STREET 0.02'/FT. R R VARIABLE SIDEWALK 10' DES. (4' MIN.) (1.) 10' MIN. IS REQUIRED WHEN THE EXISTING GRADE IS GREATER THAN 18% (2.) 10' MIN. IS REQUIRED WHEN THE EXISTING GRADE IS GREATER THAN 115% (3.) 10' MIN. ROUNDING IS REQUIRED WHEN THE EXISTING GRADE IS GREATER THAN ±22% 5' SIDEWALK (9' MIN.) PROFILE URBAN DRIVEWAY WITH SIDEWALK (MAXIMUM PERCENT OF GRADE) SECTION G -G 0 VARIABLE DRIVEWAY NOTE: 1" PREFORMED EXPANSION JOINT FILLER SHALL BE PLACED IN ALL SIDEWALKS OR CROSSWALKS AT INTERVALS OF NOT MORE THAN 50'-0", AND AT ALL POINTS WHERE SIDEWALKS OR CROSSWALKS BUTT AGAINST CURB. IF SIDEWALK OR CROSSWALK TO BE CONSTRUCTED IS LESS THAN 50'-0" IN LENGTH, ONE SUCH EXPANSION JOINT SHALL BE PLACED AS DIRECTED BY THE ENGINEER. NOTE: T = PAVEMENT THICKNESS R9 RB 57 REV. NO. MAR05 MULTIPLE REVISIONS MN CV MULTIPLE REVISIONS CCT.94 BARRIER CURBS DATE DESCRIPTION OF REVISION NEBRAS A DEPARTMENT OF ROADS STANDARD PLAN NO.301-R9 PAVEMENT DETAILS APPROVED: JANUARY 31. 1974 GATE