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HomeMy WebLinkAboutURB-5516(8)C U 0 425 INDEX OF SHEETS SHEET NO 1 TITLE PAGE 2-5 SUN'DARY OF QUANTITIES 12TH STREET --VARIAN ROAD TO NALAN DRIVE 3 TYPICAL SECTIONS 4 - 6 AERIAL PLANS 7 ASPHALT SPECIFICATIONS & GENERAL NOTE SHEET A - 10 HORIZONTAL ALIGNMENT & ORIENTATION/R. 0 W PLAN 11 CONTROL POINT/BENCH NARK DATA 12 - 14 PLAN DRAWINGS 15 - 17 PAVEENT MARKING PLANS 26TH STREET --2ND AVE TO U S 281 ACCESS 18 TYPICAL SECTIONS 19 - 20 AERIAL PLANS 21 ASPHALT SPECIFICATIONS & GENERAL NOTE SHEET 22 - 23 HORIZONTAL ALIGNMENT & ORIENTATION/R. 0 H. PLAN 24 CONTROL POINT/BENCH NARK DATA 25 - 26 PLAN DRAWINGS 27 - 28 PAVEMENT NARKING PLANS LOCHLAND ROAD WEST --U.S. 281 TO BALTIMORE AVE 29 TYPICAL SECTIONS 30 - 31 AERIAL PLANS 32 ASPHALT SPECIFICATIONS & GENERAL NOTE SHEET 33 - 34 HORIZONTAL ALIGNMENT & ORIENTATION/R 0 W PLAN 35 CONTROL POINT/BENCH MARK DATA 36 - 37 PLAN DRAWINGS 38 - 39 PAVEMENT MARKING PLAN SOUTH STREET --BURLINGTON AVE TO ELM AVE 40 TYPICAL SECTIONS 41 DETAILS 42 - 43 AERIAL PLANS 44 ASPHALT SPECIFICATIONS & GENERAL NOTE SHEET 45 - 46 HORIZONTAL ALIGNMENT & ORIENTATION/R 0 W PLAN 47 CONTROL POINT/BENCH MARK DATA 48 - 49 PLAN DRAWINGS 50 TEMPORARY PAVEMENT MARKING PLAN S1 TRAFFIC CONTROL PLAN STANDARD PLANS 301 -RIO (3 SHEETS) PAVEMENT DETAILS 303 (2 SHEETS) CURB RAMP 920-R5 (2 SHEETS) TRAFFIC CONTROL, CONSTRUCTION AND MAINTENANCE 922 -RB (2 SHEETS) TRAFFIC CONTROL FOR ASPHALT SURFACING 923 TRAFFIC CONTROL --ROAD CLOSURE 924 (3 SHEETS) TYPICAL URBAN TRAFFIC CONTROL PLAN CONVENTIONAL PENCE R.a r. OR ERE GUARDRAIL TRAVELED WAY RIFE MYER! POWER POS. TELECII@E PRE MAILBOX REVCAD MARRS MAR M LOCATIONS SITE "I --12TH STREET (MARIAN ROAD TO NALAN DRIVE) SITE 42 --26TH STREET (2ND AVE. TO U.S, 201 ACCESS) SITE "3--LOCHLAND ROAD WEST (U.S. 281 TO BALTIMORE AVE,/ SITE "4 --SOUTH STREET (BURLINGTON AVE, TO ELM AVE.) SIGNS R.O.W. LEGEND 4 a BEV CONTROLLED ACCESS PREVIOUS CONTROLLED ACCESS LIMPS OP CONSTRUCTION PREVIOUS R 04 00150110 PERUAUOIP EASEMENT TEMPORARY EASEMENT EXCESS 1AN11NC REBORE/IT EASEMENT EXISI114 RAILROAD EASEMENT STATE OF NEBRASKA DEPARTMENT OF ROADS PLANS FOR CONSTRUCTION M LJITT}LE LOCATIONS 9 HASTINGS ADAMS COUNTY LTi/'/,,A H A S - I N JS REFERENCE POSE NO, EXCEPTIONS: FROM STA, 10TAL NET LENGTH OF PROJECT: TO REFERENCE PUSI NO, TO SEA FEET MILES PROJECT NO. SHEET NO, URB -5516(8) Is CONTROL NO, 42631 ♦ CONTROL NO. ® CONTROL NO. THE 2007 EDITION OF THE NEBRASKA STANDARD SPECIFICATIONS AND THE SPECIAL PROVISIONS APPLY TO THIS PROJECT,. THE WORK ON TINS PROJECT CONSISTS OF GROUPS 9 -BITUMINOUS L GROUPS 9 ARE INCLUDED IN THE LE (TING OF JUNE 16, 2011 A GROUPS ARE INCLUDED UN TOE LETTING OF IS GROUPS ARE INCLUDED III THE LETTING OF SITE g2 DESIGN DESIGNATION MAINTENANCE TRAFFIC 2011 ADT 12TH STREET 4,175 261H STREET 5,080 SOUTH STREET 6,170 LOCHLAND ROAD 1,410 COORDINATING PROFESS)GNAL 0 C 0 V SUMMARY OF QUANTITIES BITUMINOUS SURFACING ITEMS GROUP 9 ITEM QUANTITY UNITS BARRICADE, TYPE II 4,375 000 BOAT BARRICADE, TYPE III 45.000 GDAY TEMPORARY SIGN DAY 140.000 EACH SIGN DAY 2,427 000 EACH OVERLAY BROKEN LINES 547 000 STA OVERLAY SOLID LINES 914 000 STA FLAGGING 84 000 DAY FURNISHING AND OPERATING PILOT VEHICLE 42 000 DAY MOBILIZATION 1 000 LI REMOVE PAVEMENT 154.100 SY SAWING PAVEMENT 195 000 LF REMOVE WALK 289 600 SY REMOVE COMBINATION CURB AND GUTTER 2,293 000 LF TIE BARS 660 000 EACH COMBINATION CONCRETE CLASS 479-3500 CURB AND GUTTER 2,293 000 LF CONCRETE CLASS 479-3000 SIDEEWALK 5" 297 500 SY DETECTABLE WARNING PANEL 304 000 SF CONCRETE PAVEMENT REPAIR, TYPE A, FULL DEPTH 67 000 CY 8` CONCRETE PAVEMENT, CLASS 47B-3500 154 100 SY ADJUST MANHOLE TO GRADE 8 000 EACH CURB INLET SEDIMENT FILTER 5 000 EACH ARROW, PREFORMED PAVEMENT MARKING, TYPE 4 GROOVED 2.000 EACH 12' WHITE PREFORMED PAVEMENT MARKING, TYPE 4, GROOVED 34.000 LF 4" WHITE POLYUREA PAVEMENT MARKING, GROOVED 45,874 500 LF 4` YELLOW POLYUREA PAVEMENT MARKING. GROOVED 23,960 000 LF HYDRATED LIME FOR ASPHALT MIXTURES 97..000 TON ASPHALTIC CONCRETE, TYPE SP5(0.5) 1,670 000 TON ASPHALTIC CONCRETE, TYPE SPR 7,195 000 TON PLACEMENT OF ASPHALTIC CONCRETE FOR DRIVEWAYS 3,416 000 SY AND INTERSECTIONS ASPHALTIC CONCRETE FOR PATCHING, TYPE SPR 600 000 TON ASPHALTIC CONCRETE FOR PATCHING, TYPE SPS(0 5) 150 000 TON PERFORMANCE GRADED BINDER (70-20) 87.360 TON PERFORMANCE GRADED BLNDER (64-34) 296.300 TON TACK COAT 12.300 000 GAL RENTAL OF LOADER, FULLY OPERATED 40.000 HOUR RENTAL OF MOTOR GRADER, FULLY OPERATED 20.000 HOUR RENTAL OF DUMP TRUCK, FULLY OPERATED 40 000 HOUR RENTAL OF SKID LOADER, FULLY OPERATED 40 000 HOUR COLD MILLING, CLASS 3 81,618 000 SY ASPHALT PAVEMENT SMOOTHNESS TESTING 1 000 LS ADJUST VALVE BOX TO GRADE 4 000 EACH PROJECT NO. SHEET NO. 5516(81 2-5 TYPES OF ASPHALTIC OIL TO BE USED TACK COAT: 55-I, SS -IH, CSS -I, OR CSS -1H PERFORMANCE GRADED BINDER AASHTO DESIGNATION M320 C N. 42631 "/T//•iai%i. ei44=214.,f .43�3�A 6934%4424'/60y.6.. L%4f�AAY�+C HAlA1lf.#M^V.�JY:d'AY1. 4u� Typical Cross Section 12th Street ® Marian Road to Nalan Drive Site 1 4to8' , Existing Earth shoulder STATION TO STATION 1+74.05 18+26.32 18+26.32 23+40 23+40 24+70 24+70 26+60 26+6027+40 27+40 28+50 28+50 130+10 130+10 131+37.64 Varies Varies 4to8' W1 2% Paw W2 2" Asphalt Type SPR 2% .'A./. ..2N4/!A'lAYigIh Y A/A'ly. L'VI11, 'CAC. .AHI 1. 1512. .+-.'.-2V.VA ixvx4!!}'LTl„':`Lry,luAkl !-Jfixx xx,;. iv3i,'..... :jv , 44YY�lA!:L J.'lCC:C �• ....n.%. "W 1" Existing 6"+— Asphalt / Remove 2" Cold Miffing 12' 12' - 16' 16' - 22' 92' 22' - 20' 20' - 12' 12' 12'-22' Varies Existing Earth Shoulder STATION TO STATION "W2" 1+74.05 17+24.02 12' 17+24.02 21+80 12' - 15' 21+80 23+80 15' -22' 23+80 25+43 22' 25+43 26+70 22' - 20' 26+70 27+72 20' - 18' 27+72 28+70 18'-12 28+70 76+24 12' 76+24 77+00 12' - 14' 77+00 77+70 14' - 20' 77+70 78+30 20' - 22' 78+30 80+18 22' - 12' 80+18 129+00 12' 129+00 130+10 130+10 131+37.64 12' - 15' 15'-26' PROJECT IHO. SHEET NO URO -5516(8) 3 C N 42631 is 0nN0 FiACTIRL &ENO G Sri6 A6"77\CITY OF HASTINGS, \ ENGINEERING DEPT, 0 0 1220, SVeer - Marian Rd to Nolan or NORTH :100 12th Street _. _._ _......_. _.. 30.00 PROJECT NO. SHEET NO. UR[15510101 C N 1209 CITY OF HASTINGS, / \ ENGINEERING DEPT. 12111 sbeN Milan neve PROJECT NO. SHEET NO NRA -551610) C IJ .2031 2110 :100 65+00 70+00 65+00 12th Street 12th Street CITY OF HASTINGS. ENGINEERING DEPT. �1 I. lh.,,o ra,.,n in N.,[;m nnvo 105+00 1\1()12111 r„,1, -"c\ scale: i'.100. IOU 111 1.110 200• 300 110+00 115+00 120400 125100 -•- 0 0 0 C In 130+00 CO S 0 2 — at g On - 13 a CC w w 12th Street Marian Road PROJECT NC). SHEET NO. 1100 , 551601) 0 CM. 42531 i/2.tpal -Ft RAI &VI Z. CITY OF HASTINGS, / I \ ENGINEERING DEPT. 0 0 12TH STREET - Marian Road to Nalan Drive URB -5516(8) CN 42631 GENERAL NOTES MATERIALS - GENERAL REQUIREMENTS t Asphaltic Oil for Tack coat Water used to dilute emulsified asphalt shall be mixed in approximate 50-50 proportion with the oil The rate of application of the diluted emulsified asphalt shall generally be from 10 to .20 of a gallon per square yard 2 Asphaltic Concrete Type SPR asphalt according to State Specifications CONTRACTORS NOTE 1 It will be the responsibility of the Contractor to dispose all pavement removal 2. Contractor will be required to have all utilities located prior to start of work. NOTES: A single lift of asphalt will consist of 2' Type SPR Sub -base may recuire various patching to be determined by Engineer after milling operation and street has been cleaned Millings are to become the property of the Contractor Ends and returns on all roads, intersections, and driveways will be sawed prior to installation of Asphalt and shall be subsiiiary to the Unit Price of Asphalt Type SPR Contractor shall use caution not to damage driveways during be removal of existing asphalt PROJECT NO. SHEET NO. URS Es16(0) Cll 426]1 /2 ^T CITY OF HASTINGS, 0 /r\ ENGINEERING OEPT. 1201 sueel- Maian Rd to Malan Dr unnbuoxc{xl CU Begin Proiect: Sta. 0+00 Begin Construction: Sta. 1+74.05 o C z 60_ 5+00 ai Q 0 15+00 Right -of -Way 20+00 25+00 33' PROJECT NO. SHEET NO. tinn-551618) Ctl 42631 30+00 60, 12th Street 30+00 Alum. Cap Sta 0+00 Point 1 \—Survey Centerline 35+00 40+00 12th Street NORTH Stole: I=100' \- Right -of -Way 100 0 100 200 200 Alum Cap Sta. 26+10.71 Point 2 41 25271 41 25' 12TH STREET CENTERLINE Point 1 N = 281977.2011 E = 2065692.9620 0+00.00 Course from Point 1 to Point 2 N 88°12'00" E Dist. = 2610.71' Point 2 N = 282059 2041 E = 2068302.3834 26+10.71 Course from Point 2 to Point 3 N 89032115" E Dist. = 2656.00' Point 3 N = 282080.6541 E = 2070958.2938 52+66.71 Course from Point 3 to Point 4 N 89°35105" E Dist = 2647.87' Point 4 N = 282099.8357 E = 2073606 0963 79+14.58 Course from Point 4 to Point 5 N 89°04'05" E Dist = 2654.72' Point 5 N = 282143 0198 E = 2076260 4670 105+69 30 Course from Point 5 to Paint 6 N 8900429" E Dist. = 2650.15' Point 6 N = 282185.8159 E = 2078910 2740 132+19 45 45+00 50+00 Right -of -Way J 55+00 60+00 r Survey Centerline 1'11‘..'I Right -of -Way Alum. Cap Sta. 52+66.71 Point 3 A' 0484 — CITY OF HASTINGS, �� a \ ENGINEERING DEPT. f....)0 O 12111 SIree4 Marian Rd. to N01an 0; 60+00 65+00 121h Street 70+00 75+00 33' 12TH STREET CENTERLINE Point 1. N = 281977.2011 E = 2065692.9620 0+00.00 Course from Point 1 to Point 2 N 88°1200" E Dist. = 2610 71' Point 2 Ni = 282059.2041 E = 2068302.3834 26+10.71 Course from Point 2 to Point 3 N 89°32'15" E Dist. = 2656 00' Point 3 N = 282080 6541 E = 2070958 2938 52+6671 Course from Point 3 to Point 4 N 89°35'05" E Dist. = 2647.87' Point 4 N = 282099.8357 E = 2073606 0963 79+14 58 Course from Point 4 to Point 5 N 89°04'05" E Dist. = 2654 72' Point 5 N = 282143 0198 E = 2076260.4670 105+69.30 Course from Point 5 to Point 6 N 89°04'29" E Dist = 2650.15' Point 6 N = 282185.8159 E = 2078910 2740 132+19.45 85+00 2th Street 90+00 Right-ot-Way 95+00 NORTH Scum: I'=ton' loo 0 300' 100+00 Alum. Cap Sta 79+14 58 Point 4 41.25' m s m 80+00 33 _— N- - la - 41,25 _----- 12th Street —__ 105+00 85+00 Right -of -Way 12th Street PROJECT NO. SHEET NO. URB- 5516101 Col 42031 90+00 \� Survey Centerline Rtght-of-Way 110+00 115+00 a IN N \-Right-of-Way -Survey Centerline Alum. Cap // ' 60'_ Sta. 105+69 30 Point 5 ¢ -D a 0 jOPf Sr% � 1 -f I! CITY OF HASTINGS, / I\ ENGINEERING DEPT. (3O 12111 IDmet - Marian Rdto tlalan Or 110+00 115+00 _ 120+00 NORTH Scolc: I"=100' 100 0' I00 200 300' 125+00 /-Right-ol-Way - — 12th Street 130+00 SO 2 0 o 3 0 ` A a' \ 0\ N- Survey Centerline Right of -Way 12TH STREET CENTERLINE Point 1 N = 281977 2011 E = 2065692.9620 0+00..00 Course from Point 1 to Point 2 N 88°12'00" E Dist = 2610.71' Point 2 N = 282059 2041 E = 2068302.3834 26+10.71 Course from Point 2 to Point 3 N 89°32'15" E Dist. = 2656.00' Point 3 N = 282080 6541 E = 2070958.2938 52+66.71 Course from Point 3 to Point 4 N 89°35'05" E Dist. = 2647 87' Point 4 N = 282099.8357 E = 2073606 0963 79+14.58 Course from Point 4 to Point 5 N 89004'05" E Dist. = 2654.72' Point 5 N = 282143.0198 E = 2076260 4670 105+69.30 Course from Point 5 to Point 6 N 8900429a E Dist. = 2650 15' Point 6 N = 282185.8159 E = 2078910.2740 132+19.45 > Brass Cap Sta. 132+19.45 —/ Point 6 C CO I ¢ 41.25' '_i m 2 PROJECT NO. SHEET no. URO -5510101 10 CII 42631 NG CITY OF HASTINGS. b� ENGINEERING DEPT. 01 -Marian Rd to Malan Dr Rebar N y Rebar 235 46 � 12th Street Rebar A_ _IV GP Point 1 1/4 Corner Common to Sec. 5 & 8, T 7 N, R 10W Found 2" Cap in CL Asph. Road North 41.25' to 5/8" Rebar South 41.25' to 5/8" Rebar ENE 235 46' to 1/2" Rebar Control Point / Bench Mark Data URB -5516(8) CN 42631 Point No Idem /Station Offset to Sta. Northing Easting Elevation 1 CP1 / 0+00.00 0.00 281997.20 2065692.96 1958.20 2 CP2 / 26+10.71 0.00 282059.20 2068302.38 1971.51 3 CP3 / 52+66.71 0.00 282080.65 2070958.29 1952,06 4 CP4 / 79+14.58 0.00 282099.84 2073606.10 1937.88 5 CP5 / 105+69.30 0.00 282143.02 2076260.47 1937.79 6 CP6 / 132+19.45 0,00 282185.82 2078910.27 1937.80 Point 2 Section Corner Common to Sec. 4, 5, 8, & 9 T 7 N, R 10 W Found 2" Cap in CL of Asph. Int NE NW NW SW 50 00' 53 23' 52 68' 67 63' to Shiner in Power Pole to Shiner in Power Pole to 3/4" Iron Pipe to Shiner in Power Pole LO Ar? t co \k. _ _i \, a co Point 3 1/4 Corner Common to Sec .4&9,T7N,R10W Found 2.5" Alum. Cap NW N NE S N 62 44' 39 92 43 63 46 69' 41 25 * All Elevations are GPS Elevations Scale : None 12th Street to 5/8' Iron Rebar to Shiner in Tel Riser Post to Shiner in Power Pole to 5/8" Iron Rebar to 5/8` Iron Rebar Point No. [dent /Station Offset to Sta. Elevation Description NOTE: All BM's shot on West Bonnet Bolt FH / 2+89.85 25' RT 1966.25 SE Cor. 12th/Nalan Dr. FH / 10+60.84 24' RT 1969.99 SE Cor. 12th/Westbrook Dr. FH / 25+43.68 51' RT 1973.00 SW Cor. 12th/Adams Central Rd. FH / 41+28.89 34' RT 1959.49 S. Side 12th Street FH / 52+63.05 36' RT 1951.40 S.Side 12th St., S. of Pt 43 FH / 61+78 20 55RT 1941 90 S. Side 12th Street FH / 82+10.25 60' RT 1937.09 Approx. 300' E. of Highland Int. S. FH / 94+61.52 66' RT 1936.81 S. Side 12th Street FH / 107+07.84 43' LT 1936.80 NW Cor. 12th/Brentwood FH / 115+50.67 44' LT 1945.29 N. Side 12th St., near Airport Point 4 Section Corner Common to Sec, 3,4,9,&10 T7N,R10W Found 2" Cap in Intersection NE SW NW 52 93 to Shiner in Power Pole 62 37 to 5/8" Rebar 52 83. to 5/8' Rebar Iron Reb Tel Cable Marker Post 12th Street Iron P pe Point 5 1/4 Corner Common to Sec. 3&10, T7N,R10W Found Alum. Cap N S NE 41 25' to 3/4' Iron Rebar 41.25' to 1/2" Iron Rebar 74 60' to nail in Tel. Cable Marker Post PROJECT NO. SHEET NO URB -5516(8) 11 C N. 42131 Fence Post "X' In Concrete Point 6 Section Corner Common to Sec 2,3,10,&11 T7N,R10W Found Brass Cap NE SW NW 72 16' 58 54' 63 44' to Nail in Fence Post to ' x" in Concrete to Face of SE Post of a Gas Regulator Guard Post 1 ‘ CITY OF HASTINGS, \ ENGINEERING DEPT. CO 12th Street- Marian Rd. to Malan or gin Project: Sta. 0+00 Begin Construction: Sta. C Cco z 5+00 Project Centerline 10+00 ' 2 0 15+00 2lh Stree -. 20+00 N.,\Alum, Cap Sta 0+00 30+00 Survey Centerline 35+00 40+00 Project Centerline 12th Stree NORTH Seale: 1 tte 100' 100 0 100' 200 900' 25+00 Adams Central Road PROJECT NO, SHEET NO. URS -5510(01 12 CH 42931 30+00 Alum. Cap Sta 26+10.71 COLD MILLING CLASS 3 (For Info. Only) Station to Station Side Sq. Yards 1+7105 to 131+37.64 LTA RT 37,471.0 45+00 50+00 ,J ASPHALT TYPE SPR (For Info. Only)__,. Station to Station Side Tons 1+74.05 to 131+37 54 I LT G RTm 40840 55+00 60+00 N -Survey Centerline Alum Cap Sta .52+66,71 / jr CITY OF HASTINGS, /��7\ ENGINEERING DEPT. 1- 1201510001. Clarion Rd.. to Natan Or 60+00 65+00 70+00 75+00 2th Sire r• I k -i t- 7k /J J a N 80+00 a c - m 85+00 Project Centerline PROJECT NO. SHEET NO. ORB (0) 13 C N 42031 90+00 12th Street 85+00 2th Street 90+00 95+00 Project Centerline NORTH Scale: ITr: 1nn' ion 0 100 200 200 100+00 Alum Cap Sta. 79+14.58 2th Street 105+00 110+00 -Survey Centerline 115+00 \--Survey Centerline Sycamore Ave. Alum. Cap Sta. 105+69.30 / Brentwood Ave. F HASTINGS, /I\ ENGINEERING DEPT. 00 1210 51:00 Malan Ad to Nolan Or 110+00 115+00 Brentwood Ave. /"v-- NORTH Smile: I' =1110' 00' 000' 800 120+00 Project Centerline s- Survey Centerline 125+00 1201 Street 130+00 CO COr + m_ m m c 0 U 01 m N o CO. ss IL III AWm. Cap Sta. 132+19 45 0 ccm m 2 PROJECT NO. SHEET NO. 1199 5001010) 0 N 422031 /1 CITY \ ENGINEERINGOFHASTINGS, DEPT, 1211. Shoot Marian Rd. to Nolan Dr Begin Project: Sta. 0+00 co co Begin Constru 0 C 5+00 -Project Centerline 12th Street 20+00 15+00 PK 25+00 Adams Central Road PROJECT HO. SHEET 11O. URO 5516161 15 C 42631 30+00 C- 30+00 Alum. Cap Sta 0+00 - Survey Centerline 4" White Polyurea Pavement Station to Slali- Marking, Grooved Lane (solid) LIN FT 1+74.05 to 2+06 LT 32 .0 3+14 la 10+09 Li 695.0 10+75 to 26+00 LT incl. rod. 14 taper 1566.0 26+16 to 79+04 LT incl. rod. C taper 5353.0 79+24 to 131+37,64 LT incl. rad C taper 5215.0 1+74,05 to 25+99 RI incl. rad. k toper 2476.0 26+23 to 79+04 RT incl. rat. ez toper 5360.0 79+25 to 98+00 RT (redioo) 1927.0 96+83 to 107+60 RI 697.0 108+60 to 131+37.64 RT incl. toper 2276.0 106+79 to 119+43 CL LT 1064.0 4" White Polyurea Pavement Marking, Grooved (dashed) Station l0 Station j Erne LIN FT 23+32 !a 25+72 i IT 60.0 22+44 to 25+72 RI 82.0 26+45 la 28+12 LT 41.75 77+40 to 70+59 RI 29.75 , 35+00 40+00 Project Centerline 12th Street NORTH Settle: 1"0100' 5500' 0 100 200' 45+00 Alum. Cap Sta.. 26+10.71 / 4" Yellow Polyurea Pavement Station10 Station Marking, Grooved (solid) lane -1 LIN FT 1+06 to 2+23 CL LT 49.0 1+06 to 11+49 CLS 743.0 12,13 to 17+92 CL RI 579.0 0+11 I 25+47 CL LT 506.0 26+52 to 32+51 CL Li 612.0 36+65 .a 46+51 CL RI 986,0 48+96 la 56+36 CL LT 940.0 72+59 la 76+59 CL Rt 6000 79+50 to 66+38 CL LT 588.0 96+96 to 107+51 CL LT 855.0 98+96 to 107+51 CL RT 655.0 106+79 to 119+43 CL LT 1064.0 106179 to 119+43 CL RI 1064,0 20+29 to 123+39 CL LT 310.0 120'29 to 123+39 CL RI 310,0 124:30 to 126+'16 CL LT 237.0 Ib:+39 to 126+76 CL RI 237,0 !29+31 to 131+37 61 CL LT 206.64 26+10.71 Li Etat 22.0 26+10.71 RT Wool 310 79.E 0.59 LT 'Neo t 12.0 79+1456 RI Coat 31.0 50+00 4" Yellow Polyurea Pavement Marking, Grooved (dashed) LIN FT Stationto Station Lane _ __- '+>a to 2+23 CL LT w___ 12.25 +23 to 4106 C_ 45 75 4+06 to 11+19 CL RI 185.75 1+49 to 12+13 CL 16.0 12+13 to 17+92 CL LT 144.75 7+92 to 20+41 CL 62.25 20+41 to 25+47 CL RT 126,50 26+52 l0 32+64 CL RT 153.0 32+64 to 36+65 CL 100 25 36+65 to 46+51 Cl LT 24650 e6+51 to 46+96 CL 61.25 48+96 to 58+36 CL m 235.0 58+36 to 72+59 CL 355.75 72+59 to 78+59 CL LT 150 0 79+50 to 06+38 CL RT 172.0 66+38 to 98+02 CL 291.0 126+76 to 129+31 CL 63,75 129+31 'a 131+37.64 CL RT 51.66 26+10.71 LT Coot 5.5 26+10.71 RT West 7,75 79+1458 LT East 3.0 79+14.56 RE West 7,75 55+00 60+00 ) A 2" -Survey Centerline Alum Cap Sta 52+66 71, y CITY OF HASTINGS. / \ ENGINEERING DEPT. U 12th Slt00-l.tartan RLL to Malan Or. 60+00 65+00 70+00 75+00 2th Stree JdI ------------------ 85+00 12th Street 90+00 95+00 Project Centerline NORTH Sean: I"=loll' 100 0' 100 200 2 0 100+00 Alum. Cap Highland Road 80+00 85+00 Project Centerline 12th Street PROJECT NO. SHEET NO UP8 5510101 C tl 42231 90+00 N N Sla. 79+14.58 / -Survey Centerline 2th Street 105+00 110+00 115+00 Sdrvey Centerline T , Sycamore Ave. \,( Alum Cap Sta. 105+69.30 / Brentwood Ave. r T CITY OF HASTINGS, \ ENGINEERING DEPT. X70 12111 Stroel- Marian Rd II Nm'an Or 110+00 115+00 Brentwood Ave. N r NORTH Scale: t"=too' 100 0' 100 200 000' 120+00 Project Centerline 125+00 12th Street 130+00 co cO+ Cl N C O J VI U N O `O U D. cc ww Survey Centerline /" 1 r Alum Cap Sta. 132+19..45 / CC c PROJECT NO. SHEET NO. ORB .5516000 17 C N 42031 1' CITY OF HASTINGS, %1\ ENGINEERING DEPT. 12000 SIrmL Madan Rd. Iv t101an Dr Existing Earth S 4 to 8' oulder Varies Typical Cross Sections 26th Street- 2nd Ave. to U.S. 281 Access Site 2 45' 4to8' 22.5' 22.5' 2% 2" Asphalt Type SP5 2% Den nJe:J:zzTtvY.•JYw{N.nJ„Yv%ttA�uYrjYifr.('i`_ii•�•YYi 74•YeiiMYZN%uMlC'InAevrd�.in.Ii�`! iW�v:flS1'.hM.�yNJyA.fp•�gr4.n%tp� �g}yY!�6�XiH»MaA%MA:?%ry�4�1 � �YxWt +i9YJY:!F:%Y4YZCM45i- ,4.L7.4.Jlr1:.:f14AtgiageKn.ewAtilAAi.iN.,urrrria Existing 6n+- Asphalt / Remove 2" Cold Milling 4to8' Typical Section of Existing & Proposed Osborne Drive East Sta. 98+80.74 to Sta. 107+11.48 24' Existing Earth S oulder Varies 12.0' 2% 2" Asphalt Type SP5 2% o. - .nn -.n^. .yYi 4i! •Y'R:SJ!/!A•A5.3.:!Y'Kill AkiY!!?�M.S�.Y%Y.4. ral i abat!M1A%l . YA•.. tet AAA tigfet.'..n •. Y.AY.•!!AA'!AIIAX AY'J�:A!!!J1!JrLY./H%{J!t.Y%•.!•Yr A•J%fY•Y:N•%tlJ.4•! A•AgJMy YEA: Y!Yi in :iiiv "iX i'w Y!!. i./peAY.H Ai!.i4...!:eeeThev 4i!{u!!yYfAAAI'•I.Vi!!!/{•!IJ:AY.YJ.Y.SIYI:.r:ura•:/,urr:4ili'i,.:I...:. w9'w»....�:�t..� Yh � �� �� Yi"fi}IfA�I!i4lu!AY.•I%4•A•CAf.YA t•M1•{J!YYy� Existing 6"+- Asphalt / Remove 2" Cold Milling Typical Section of Existing & Proposed 26th Street Sta. 107+11,48 to Sta. 145+50 4 to 8' Varies 1-1 Existing Earth Shoulder Varies Exist PROJECT NO. SHEET NO. URa'5516(8) 18 C N 42631 ng Earth Shoulder ' CITY OF HASTINGS, i \ ENGINEERING DEPT. 0O 226111 Street -2nd Avenue to u S #281 Access ° � URS. 5516181 C.N. 42631 North Shore Drive Begin Construction: Sta 98+80.74 115+00 PROJECT NO. SHEET NO. 11119 0) 19 2J CITY OF HASTINGS, A� \ ENGINEERING DEPT 26111 S1mel . 2n11 Ave la S. 0291 Accvef. 120+00 125+00 26th Street 1111.111 L I 4u PROJECT NO. SHEET NO. URN- 561610 20 C N 42031 Alum. Cap Sta. 131+82.56 Elm Avenue 140+00 26th Street Alum Cap Sta 145+03 09 j CITY OF HASTINGS, / �\ ENGINEERING DEPT, two to US. ;201 Acc000 26TH STREET ® 2nd Ave. to U.S. #281 Access URB -5516(8) CN 42631 GENERAL NOTES MATERIALS- GENERAL REQUIREMENTS t Asphaltic Oil for Tack coal Water used to dilute emulsified asphalt shall be mixed in approximate 50-50 proportion with the oil. The rate of application of the diluted emulsified asphalt shalt generally be from 10 to .20 of a gallon per square yard 2. Asphaltic Concrete Type SP5 asphalt according to Slate Spedf catons CONTRACTORS NOTE NOTES, 1 It will be the responsibility of the Contractor to dispose all pavement removal 2 Contractor will be required to have all utilities located prior to start of work. A single lift of asohall will consist of 2" Type 5P5 Sub -base may require various patching to be determined by Engineer after milling operation and street has been cleaned. tvlillings are to become the property of the Contractor Ends and returns on all roads, intersections, and driveways will be sawed prior to installation of Asphalt and shall be subsidiary to the Unit Price of Asphalt Type SP5 Contractor shall use caution not to damage driveways during the removal of existing asphalt PROJECT NO. SHEET NO. 11120 5516(0) 21 GN 42631 ta a Y.. EpeJ RI ,,n'.+•�, ��pp f Jim"� i'. CITY OF HASTINGS, \ ENGINEERING DEPT. (DQ 2e1h Olsect And Ave to 0.5 8201 Access Une 551ete) CPI 42631 North Shore Drive P I. Sta. 107+11 48 Point 2 C Point 1 Begin Project Sta. 98+80.74 0 0 0 Right -of -Way Line 110+00 NORTFI 56010: I"=00' 60 0' 26TH STREET & OSBORNE DR. EAST CENTERLINE Point 1 N = 290354 6092 E = 2089354 8460 80+62 65 Course from Point 1 to Point 2 S 00°4525" E Dist = 2648.06' Point 2 N = 287706 7867 E = 2089389.9593 107+10.71 Course from Point 2 to Point 3 N 89°09151' Point 3 N = 287723 5506 E Course from Point 3 to Point 4 N 89°1022' Point 4 N = 287742 6455 E Course from Point 4 to Point 5 N 89"06'31' Point 5 N = 287763.1890 E Course from Point 5 to Point 6 N 89°07'11' Point 6 N = 287783 4623 E ' E Dist. = 1149.32' = 20905391592 118+60.30 ' E Dist. = 1322.53' = 2091861.5563 131+82.56 ' E Dist = 1320 53' = 2093181 9969 145+03.09 ' E Dist. = 1319.77' = 2094501 6111 158+22.86 fir \� Right -of -Way Line 115+00 26th Street 120+00 Point 3 —/ -- Right -of -Way Line PROJECT NO. i SHEET HO. 1109 (0/ Ct1 42031 125+00 Right -of -Way Line,;; osa,,, +rid,jarotas •Jig n - 'J, ram r ma 5 Gi"'( -4 t x'40 vm00fo rt CITY OF HASTINGS, /1 \ ENGINEERING DEPT. d0 2616 Simco 2nd Ave. to U.S 4201 Access 26th Street 125+00 Right -of -Way Line 26th Street 130+00 NORTH Scale: 1`=00- 00 0 60 l20 180' 26TH STREET & OSBORNE DR. EAST CENTERLINE Point 1 N = 290354 6092 E = Course from Point 1 to Point 2 S 00°4525" E Point 2 N = 287706.7867 E _ Course from Point 2 to Point 3 N 89°09'51" E Point 3 N = 287723 5506 E _ Course from Foint 3 to Point 4 N 89°1022" E Point 4 N = 287742 6455 E = Course from Point 4 to Point 5 N 89°06'31" E Point 5 N = 287763 1890 E = Course from Point 5 to Point 6 N 89°07'11" E Point 6 N = 287783 4623 E _ 135+00 2089354 8460 80+62 65 Dist.. = 2648 06' 2089389 9593 107+10.71 Dist = 1149 32' 2090539.1592 118+60.30 Dist.. = 1322 53' 2091861 5563 131+82.56 Dist = 1320 53' 2093181 9969 145+03.09 Dist. = 1319.77' 2094501 6111 158+22.86 140+00 PROJECT 110. SHEET NO. URB 8) 23 C 1. .12031 — Right -of -Way Line 14+00 7/1 Point 5-- / I I "rl -- r 0 U) A CO w a` a Right -of -Way Line N \— Right -of -Way Line -`---_--Point ( CITY OF HASTINGS, / j\ ENGINEERING DEPT. 0O 2610 Street 2nd Ave to U S 0281 Accost 1/2" Rebar 37.62' 3/4" Pin Poir t 1 W 1/4 Cor. Fractional Sec. 31, T8N, R1OW Found Rebar NW 50.00' 1/2" Rebar EAST 3762' To3/4"Pin SW 75 00' To 1/2" Reber Point 2 SW Corner Fractional Sec. 31, T8N, R1OW Found Alum. Cap NE 65 00 To 1/2" Reba, West 33 00' To 1/2" Rebar SE 58 75' To 5/8" Rebar Control Point / Bench Mark Data URB -5516(8) CN 42631 • All Elevations are GPS Elevations Point No. 'dent /Station Offset to Sia. Northing Easting Elevation i CP1/80+62.65 0.00 290354.61 2089354.85 1914.26 2 CP2 / 107-10.71 4.86' RT 287706.79 2089389.96 1900.94 3 CP3 / 118-60.30 2.43' RT 287723.55 2090539.16 1902.13 4 CP4 / 131-82.56 1.21' RT 287742.65 2091861.56 1911.83 5 CP5 / 145-03.09 1.21' RT 287763.19 2093182.00 1900.20 6 CP6 / 158-22.86 0.00 287783.46 2094501.61 1891.94 26th Street Power Pole •N Or Power Pole 5/6" Rebar Point 3 South 1/4 Cor. Fractional Sec. 31, T8N, R9W Found Mag Nail NNW 55W S 41 40' Nail "X" in P P 4286 Nail "X' in P.P 41.28 5/8" Rebar Scale : None Red Head in CFP.( Columbine Ave. PROJECT NO. SHEET NO. URB -5516(0) 24 C11 42631 Power Pole 26th St. to 15/8" Rebar Red Head in CFP !. Point No. 'dent /Station Offset to Sta. Elevation Description FH / 98+98.83 46' LT 1900.14 NE Car. N. Shore Dr./O.D.E. W. Bolt FH / 118+64.59 51' RT 1904.67 @ Campground West Bolt FR / 131+33.15 50' RT 1915.16 SW Cor. 26th/Elm West Bolt FH / 145+30.97 49' RT 1900.77 SE Cor. 26th/2nd Ave. W. Bolt Ch: Power Pole Power Pole S _5932, > p �V Nail & Cap Power Pole E W Point 4 SE Cor. Fractional Sec. 31, T8N, R9W Found Alum. Cap SE 5932' SE 51 74. SW 5647' A1C AO G Nail & Cap in Top of C.F. P. Nall in East Side of P P Nail in P P Alnil in P 26th Street 1/2" Rebar A 1/2" Pipe Point 5 S 1/16 Cor of Sec. 32, Found Alu SE 5760 NE 50.08 SW 5271' NW Fn Rn' cti Q C Power Pole Point 6 South 1/4 Corner Sec. 32, T8N, R9W Found Alum. Cap S S SE NW NE coo 44 69' 41 25' 61 92' 53 48' 63 85' � \FH Red Head in CFP 5/8"x 24" Rebar w/LS 448 Cap Nail "X" in P. P. Red Head in CFP Red Head in P P Power Pole . of SW 1/4/' T8N, R9W m. Cap Top Center of Top Nut FH Nail in P.P 1/2" Pipe 1/2' Rehar tt F..7 tau 6n CITY OF HASTINGS. / I \ ENGINEERING DEPT. CO mon 26111Street- 2nd Ave to US 0231 Access IIRP.eOIO,v, r.114,All North Shore Drive Alum, Cap Sta, 107+10,71 P . Sta. 107+11..48 -V N 0 N Begin Construction: Sta 98+80.74 Begin Project 0 0 Project Centerline 0 0 110+00 NORTH SI COLD MILLING CLASS 3 (For Info. Only) Side Sq. Yards Station to Bladon 98+8072 to 145+50 LT @ RT 15597.0 115+00 ASPHALT TYPE SP -5 (Far Into. Only) Station to Station_ —__.— 98+80.72 to1+545 .50 1 Side Tons _.. LT e/ RT —� —,_ 1670.0 Project Centerline 120+00 PROJECT Y.O. SHEET NO. ORB -5518(0) 25 CII 32831 -r Section Line J /I\ zg"-7"SST L :c tuotEtR N:V 4:s3 CITY OF HASTINGS, ENGINEERING DEPT. 2011 Street - 2nd Ave Io U S. 0281 Access 120+00 N Ino 125+00 130+00 COLD MILLING CLASS 3 (For Info. Only) Station to Station Side Sq. Yards _ . 98 .80 72 to 115+50 LT & RT 15597.0 PROJECT NO. SHEET NO. CAB. 8800101 26 Ott 42031 ASPHALT TYPE SP -5 (For Info. Only) Station to Station Side I Tons 08+80.72 to 115+50 LT & RT I 1670.0 135+00 - Project Centerline L_JJ 135+00 140+00 26th Street _Arr: Section Line Project Centerline Alum. Cap Sta 131+8256 145+00 0 0 0 to 'of ra 0 O 2 r, r) a) 0 2 ci a_ CC NJ W Section Line -/ Elm Avenue \s. Alum. Cap Sta 145+03 09 / I t sq97 Cfrdi 1/441,4‘ a-7 a 1.scctA VACCM 0.5D53 OrP.,1.1 574 €4, - c CITY OF HASTINGS, j . / \ ENGINEERING DEPT. 20th Streel 2nd Ave to U.S #281 Access North Shore Drive 4, C e .0 O Begin Construction: Ste 98+80.74 O O O 26th Street - 2nd Ave. to U.S. 281 Access Pavement Marking Plan URB -5516(8) CN 42631 110+00 _ 26th Street 4" Yellow Polyurea Pavement Marking, Grooved (solid) Simian to Station Lane [ L1N FT ..„- 98+6074 to 99+50.24 CL LT I 70.0 98+0074 to 99+50.71 CL RT l 70.0 100+72.55 to 104+55,55 CL LI 383.0 100+72.55 to 104+55,55 CL RT 303.0 105+03 to 118+50 CL LI 1050.0 105+00 to 112+50 CL RI 450,0 125+03 to 131+12 CL Rr 612.0 132+30 to 137+69 C'_ LT 500.0 4" White Polyurea Pavement Marking, Grooved (solid) Station to Station Lane LIN FT 73.1.0 98+80 lc 106+14.74 LT 106+14.74 to 108-53.74 Lr 39.0 108+53.74 to 107+74.72 LI (rod15) 69.0 107+7=.72 to 108+15 LT 4028 108+15 to 145+50 LT 3735,0 98+8074 to 99+50 11RI 6925 98+8074 to 99+5574 22' RT 750 100+50 to 100+84 RT (radluoo) 37.0 100+84 to 107+11,48 83' RT RT 710.48 107+33.29 to 107+33.37 RT 25.5 107+3337 to 107+65 RT (rocks) 53 4 107+63 to 109+80 R1 212.0 109+89 to 131+21 Rt tool toper 3 Elm 21500 132+31 to 1 4+65 ii incl. to 0 Elm 1240,0 144+6s to 144+92 RT (rocuo) 430 145+12 to 145+50 RI (rcduc) 55.0 4" Yellow Polyurea Station to Pavement Station Marking, Grooved Lane (dashed) LIN FT 404+5555 -I_ to 106+1555 CL 40.25 107+13 15 to 107+13.18 CL 5.' RT I 7.5 112+50 to 118+50 CL RT 150,0 118.50 to 125+00 CL 152.5 125+00 to 131+12 I CL LT 1530 132+39 to 137+80 CL RT 125.0 137389 to 145 OA C'„ 191.0 12" White Preformed Pavement Marking, Type 4 Grooved -- Station to Station laneLIN FT +50 RT 1 22 0 100+72.5 LT 1 12.0 Arrow (RT Turn) Preformed Pavement Marking, Type 4 Grooved __._..S__ Stnoon to SlaLon_... - .�. Lane Rt Turn EACH 1.0 _._.._ 99+35 u Bound ! SouthSound Arrow (Straight) Preformed Pavement Marking, Type 4 Grooved ation �-�.� _ ' Station to Slalion lane EACH 99+35 cutM1 84urA mru Lam LO 115+00 120+00 PROJECT NO. SHEET NO. ORB 5516181 27 C R 42631 NORTH Scam: IF CITY OF HASTINGS, N ENGINEERING DEPT. 0 2611, Street ' 2nd Ave to Us. 4281 Access 120+00 J — 135+00 125+00 26th Street 26th Street NORTH scale: 1'=o0 60 0 60 1110' Pavement Marking Plan 140+00 130+00 145+00 PROJECT NO. SHEET NO. ORB -5516{51 28 CAI. 42631 135+00 C N Q E w a N C 4—, 02618 8=2 60,24151 1A1 E EOS0 1=h' art E. CITY OF HASTINGS, I \ ENGINEERING DEPT. 0 0 261h Oroel- 2o4 Ave. 10u 5. 6281 AC2072 Typical Cross Section I ,ochland Road West ® U.S. #281 to Baltimore Ave. Site 3 4 to 8' 22' 4to8' Varies Existing Earth Shoulder 11.0' 11.0' 2% Varies 2" Asphalt Type SPR 2% Exist* )g Earth Shoulder . •s Y..!j.8•sr!.zior •NY.•f.•:r ifrriftilf,J+`-.A�.J�JY:tite.JY.tie j!A4.•2!N. 4.AGUYYhY.y...1!J.. J.%•....... .ttegAy.!/.•fRY.Y Aiimootttmotoh4/%'�Ailri'4/1'u�i1i'%f•Jii'iai,c7-7..!IYJ.Y.P13rx _J,.•,at i.A4Ju4f sJfl JI)ry l!4%(ALIY AYY!!JJ!�. %.ii%1T:i iiA N. 51AJ!I.AJh.Arl.•!J4! :.!!J!P.ALY.AY.AY A •.. 14'vu'.luu.itia. uM•YY)J.Y%fA%/!J.%I!i!t•'!/)v )!A•n,•,iK�l� Existing 6"-I-- Asphelt / Remove 2" Cold Milling PROJECT NO. SHEET NO. URB -5516(8) 29 C N 42631 CITY OF HASTINGS. ENGINEERING DEPT. Co LocMnnd Road WosL. US 4281 to Baa ton° Ave. 115+00 BOP Sta = 99+13.37 Alum.. Cap , Sta 99+99 96 Baltimore Ave. 110+00 115+00 PROJECT NO, URD. 5516101 C 42031 SHEET NO.i 30 120+00 soya,,: 1 =MY 125+00 Alum. Cap Sta 126+52..36 CITY OF HASTINGS, Fly ENGINEERING DEPT. N ORt t1 Scale: I"=0P ID PROJECT NO. SHEET HO. RI' ETD) iY N CITY OF HASTINGS. ENGINEERING DEPT. �0 LOCHLAND ROAD m U.S. #281 to Baltimore Ave. URB -5516(8) CN 42631 GENERAL NOTES MATERIALS - GENERAL REQUIREMENTS 1 Asphaltic Oil for Tack coal Water used to dilute emulsified asphalt shall be mixed in approximate 5050 proportion with the oil The rate of application of the diluted emulsified asphalt shall generally be from 10 to 20 of a gallon per square yard 2 Asphaltic Concrete Type SPR asphalt according to Stale Specifications CONTRACTORS NOTE 1 It will be the responsibility of the Contractor to dispose all pavement removal 2 Contractor will be required to have all utilities located prior to start of work NOTES', A single lift of asphalt will consist of 2" Type SPR Sub -base may require various patching to be determined by Engineer afier milling operation and street has been cleaned Millings are to become the properly of the Contractor Ends and rehires on all roads, intersections. and driveways will be sawed prior to installation of Asphalt and shall be sutsidiary to the Unit Price of Asphalt Type SPR Contractor shall use caution not to damage driveways during the removal of existing asphalt PROJECT NO. SHEET NO. URB -5516(8) 32 Cil. 42631 igCITY OF HASTINGS, / N ENGINEERING DEPT. 00 Lochland Road - LLS 0281 to Baltimore Ave UPM155rxre) CM 4am1 O O + m m m c 0 0 oN e]) O 2 CC c c a) a 100+00 co Baltimore Ave. 105+00 Right -of -Way Line Project Centerline 110+00 115+00 PROJECT NO. SHEET NO. URB 5516101 33 C.>1 42631 Alum. Cap Sta.99+99.96 Point 1 115+00 0 cry Right -of -Way Line 120+00 NORTH Sonic: 1"=0O' LOCHLAND ROAD CENTERLINE Point 1 N = 298145.0191 E = 2083953.8047 99+99.96 Course from Point 1 to Point 2 N 88°1423" E Dist = 2652..34' Point 2 N = 298226 4957 E = 2086604.8982 126+52 36 Course from Point 2 to Point 3 N 88°3524" E Dist. = 2648 65' Point 3 N = 298291 6689 E = 2089252.7122 153+00.03 00 0 on 1110' 100 Project Centerline 125+00 130+00 — Right -of -Way Line ai C a) 01 v Co Highland Drive Alum. Cap Sta.126+52.36 Point 2 N \�— Right -of -Way Line Ponct CITY OF HASTINGS, ENGINEERING DEPT. 00 Loalllaoa Ad Wool - US 201 Co Ba16moro Ave 135+00 140+00 - Project Centerline NORTH Scale: t"=6o- 000 60 20 1110 Pheasant Run d 145+00 I `c Right -of -Way Line I a 150+00 LvchtantRzty� l Point 1. PROJECT NO. SHEET NO. URB - 5510101 24 C H 42631 L Alum.. Cap Sta. 153+00.03 -� Point 3 L- Right -of -Way Line LOCHLAND ROAD CENTERLINE N = 298145.0191 E = 2083953 8047 99+99.96 Course from Point 1 to Point 2 N 88°1423" E Dist.. = 2652.34' Point 2 N = 298226..4957 E = 2086604.8982 126+52.36 Course from Point 2 to Point 3 N 88°35'24" E Dist. = 2648 65' Point 3 N = 298291.6689 E = 2089252 7122 153+00 03 CITY OF HASTINGS, I, ENGINEERING DEPT, C3 LcI,lann Ftl. Vied- US MID eaaimom Ave. Control Point / Bench Mark Data URB -5516(8) CN 42631 Point No. 'dent /Station Offset to Sta. Northing Easting Elevation 1 CP1 / 99+99.96 0.00 298145.02 2083953.80 1943.45 2 CP2 / 126+52.36 0.00 298226.50 2086604.90 1932.57 3 CP3 / 153+00.03 0.00 298291.67 2089252.71 1936.20 S. Side Lochland Rd. W. Bolt FH / 142+67.67 26' RT 1947.23 S.Side Pheasant Run Int. W. Bolt FH / 152+06.72 25' RT 1937.24 SW Cor. Loch.Rd./O.D.W, W. Bolt 425 C) i O Point 1 Northwest Corner of Sec. 25, T 8 N, R 10 W Found 1" Iron Pipe NW NE SE SE 52.86' to Nail/Shiner in Power Pole 74.01' Nail/Shiner in Power Pole 51.60' to Near Corner of Teiphone Box 46.71' to 5/8" Rebar Lochland Rd. * All Elevations are GPS Elevations Scale : None 18" Tree 6f Brick Pillar Point 2 SW Corner of the SE 1/4 Sec. 24,T8N,R10W Found RR Spike in Asphalt NE 55.01' N 60,61' NW 68.23' WSW 72 53' SW 50,48' Nail "X" in Power Pole 60D Spike Nail "X" in 18" Tree 60D Spike Nail "X" in 18" Tree Top Center Nut of FH Base of Brick Pillar Power Pole Point No. !dent /Station Offset to Sta. Elevation Description PP / 100+67.03 30' LT 1947.68 Double Nail in Power Pole PP / 110+84.09 34' LT 1959.99 Spike in Power Pole FH / 119+90.36 46' RT 1953.27 SW Cor. Loch.Rd/Highland W.Bolt FH / 130+81.54 29' RT 1940.71 S. Side Lochland Rd. W. Bolt FH / 142+67.67 26' RT 1947.23 S.Side Pheasant Run Int. W. Bolt FH / 152+06.72 25' RT 1937.24 SW Cor. Loch.Rd./O.D.W, W. Bolt PROJECT NO. SHEET FIG. URB -5516(8) 35 CU 42031 U.S. Hwy.#281 Lochland Rd. Point 3 Southeast Corner of Sec. 24,T8N,R10W Found 5/8" Rebar NE 41 41' NW 7430' WNW 97.36' SE 34.30' Nail "X" in Power Pole Nail "X" in Power Pole Nail "X" in Power Pole NW Corner Steel Base Light Pole / /i1:417" 5.404 9p-NFY a. OAS' CITY OF HASTINGS, /I\ ENGINEERING DEPT. �� Lochland Road - U.S. #201 to eal#mom Ave Alum Cap Sta. 99+99.96 115+00 Co co 0 0 0 oil cc a a, a) m Baltimore Ave. 105+00 Project Centerline 110+00 Lochland Rd. PROJECT NO. UR° 5510101 SHEET NO, 136 C.4/ 42021 115+00 :74 • 412---4---1— 120+00 NORTH Scale: 11 =00 11n 1'0 100 -Project Centerline 125+00 \ (2 COLD MILLING CLASS 3 (For Info. Only) oSflLdo Sq Yards99-60 to 152+O';.58 RT 12,830.0 ASPHALT TYPE SPR (For Info. On y) _ Station to StationSide [ Tons 99+60 to 152+04.58 LT & RT 1398.0 130+00 Quail Ridge Ave. O re 0 •0 CO _c Alum. Cap Sta 126+52 36 bchland Rd. — 4 CITY OF HASTINGS, ENGINEERING DEPT. \-/ Lockland Rd West Us 201 to ealtimora Avo 135+00 Project Centerline 140+00 ri NORTH Scale: 1"=00' 60' 0 00 126 180' Pheasant Run 145+00 Pintail Ave. COLD MILLING CLASS 3 (For Info. Only) Station to Station Side Sq. Yardsx:__.2...83_..D0: & 99+60 to 152+04.58 LT Rt' 12,830 — Lochland Rd. 150+00 CO U) + N c0 rn C O U 2 B. n o, 2 C1 O UD_ as ww PROJECT NO. SHEET NO. Line 551619) 37 ASPHALT TYPE SPR (For Info. Only) Station to Station I Side Tons 99+60 to 151+04.58 I T- LT Sr PT 1398.0 I Alum Cap Sta 153+00..03 C N. 12601 Osborne Drive 00 >,`, CITY OF HASTINGS, / I \ ENGINEERING DEPT. loC9and Rd. West- US 281 1$ eauim$te nve O to + 0) m 10 (n 0 U Low N Q) g o 0 c CL c c c 0 '0 00 m Baltimore Ave. 100+00 105+00 Project Centerline Alum Cap / Sta. 99+9996 riT 4" White Polyurea Pavement Marking, Grooved (solid) Station to Station (solid)_ LIN FT Lane LIN FT 99+60 to 915190 11 LT (rode.) 03.0 100+13,79 to 100+5.36 1 LT (rodloo) 67 100+45.36 to 151+90 LT 421.0 5145.0 99+60 to 99+67.50 AT (rodiuo) 74.0 100+10.91 to 100+75 79 or (radius) '01.0 100+75.79 to 152+04,58 RT 365.0 5120.0 CL eotimore An, 15.0 120+00 115+00 Highland Drive Lochland Rd.. NORTI'I ACik Scale: 1' 5.60 50 0 00' 160 Project Centerline 125+00 110+00 4" Yellow Polyurea Pavement Marking, Grooved I. Lana (solid)_ LIN FT Station Station _ 0 10143.83 to _ 107+13 I7 I CL LT -m_, 670,0 107,13 47 to 113+71.88 CL. RT 659.0 111+36 A9 to 137+01.18 CL LT 2326.0 126-75 48 to 130-97.:3 I CL AT 421.0 139+31.44 to 143+7527 CL Ar ' i.0 143-75.27 to 148-36.59 CL LT 4520 462.0 146+35.89 to 152+04.50 CL 365.0 100+00 52'RT to 70'RT CL eotimore An, 15.0 Lochland Rd. 115+00 PROJECT NO. SHEET NO. UPC ' 551010) 06 C 11 42631 4" Yellow Polyurea Pavement Marking, Grooved Lane (dashed) 1 LIN FT Station to Station 100+43 83 to 107113.47 CL AT 6700 107+13,47 to 114+35.49 CL LT 723.0 114+36.49 to 125+76.48 CL AT 1240.0 130+97.43 to 137+64,16 CL AT 567.0 137.+64,18 to 139+31.4 CL 169.0 139+31,44 m 143+75.27 CL LT 444.0 143+75.27 to 148+36 69 CL AT 462.0 146+35.89 to 152+04.50 CL 365.0 100+00 52'RT to 70'RT CL eotimore An, 15.0 130+00 1 1/ Alum. Cap Sta.. 126+52.36 J Quail Ridge Ave. gOFSspI"., ti. d4140G 47( 6-5020 "ri j'` CITY OF HASTINGS, Cl 7i / I\ ENGINEERING DEPT. \ Lochland fld. 4Ye4tus 281 to Baltimore Ave 135+00 4" White Polyurea Pavement Marking, Grooved ;solid) Station to Station Lane I LIN FT 99+60 to 99+90.11 LT (radius) 1 63.0 100+13.79 to 100+45.36 LT (rodium) 57 100+45.36 to 151+90 Li i 51.15.0 99+60 to 99+87.50 RT (radio) 74.0 100+10.91 to 100+75.79 RT (nodus) 101.0 100+75.79 to 152+04.58 RT 5129.0 CL CL RT 143+75.27 to 148+35.69 CL Li 453.0 100+00 52'RT to 70'RT CL eoltimoro Ave. 18.0 -- Project Centerline 1( 140+00 CO NORTH Scale: 1'1=60' 60 IOP mo Pheasant Run 4" Yellow Polyurea Pavement Marking, Grooved 1111"._ (solid) LIN FT Station to Station Lore _____ 100+43,83 to 107+13.47 911911.11__ CL LT 670.0 07+13.47 to 113+71.88 CL RT 559.0 1 4+38,19 to 137+54.16 CL Lr 2328.0 125+3648 to 130+97.43 CL RT 421.0 139+31.44 to 143+75.27 CL CL RT 143+75.27 to 148+35.69 CL Li 453.0 100+00 52'RT to 70'RT CL eoltimoro Ave. 18.0 145+00 Pintail Ave. 4" Yellow Polyurea Pavement Marking, Grooved Lone (dashed) LIN FT Station to Station 100+43.83 to 107+13.47 CL RT 6)0.0 107+13.47 to 114+35.49 CL LT 723.0 114+36.49 to 176+76.46 CL RT 1240.0 130+97.43 to 137+54.18 CL R7 557.0 7. 15 to 139131.44 CL 1650 139)317.4 to 143+75.27 Cl LT 444.0 143+75.27 to 145+36.59 CL RT 462.0 148)36.89 to 152+04.58 CL 358.0 100+00 52'RT to 70'RT CL eoltimoro Ave. 18.0 150+00 1 ( Lochland Rd Alum. Cap Stas 153+00.03 PROJECTIIO. SHEET NO. UFO -051616) 39 C n 42931 Osborne Drive West Hi I I: Srtr 'L5454 CITY OF HASTINGS, \ ENGINEERING DEPT CAD tocttcnd Rd West US 251 to Balfmm los. South Street - 50' East of Lincoln Ave. to Elm Ave. Typical Cross Sections Site 4 4' 10' Varies 2% Existing Sidewalk 4' 2% 6% 3 10' Existing Terrace 30" Combination Curb & Gutter 10' Varies 6% Existing SidewalkExisting Terrace 30" Combination Curb & Gutter 15.0' 2" Asphalt Type SPR 15.0' 10. Asphalt / Remove 2" Cold Milling Class 2% �L fattrblieflP-a ,.,.,.; J..7 :-:xxsmn_timwav ?A% $ 2% :Cw.iUiy7J:ti2wlt.•'as• 3YVf-4> rr.V.P3r/-:nc%t, Zit A... %i •VtieeSi Existing 30' Typical Section Sta. 204+23.62 to Sta. 233+14.21 Lincon Ave. to Pine Ave. Sta. 233+25.96 to Sta. 238+03.36 Pine Ave. to California Ave. 12.0' U a. Varies 6% Existing Terrace 30" Combination Curb & Gutter 25' 10' 12.0' Existing 2" Asphalt Type SPR Asphalt / Remove 2" Cold Milling Class 3 C x... tJ..J.%:t•A :74:4#1!M.AY.Y.AS71•/n:FF.ntp NAM gxn..MnNt.W at.rinni.? .ix. t .,.rZ.;$.,7...... %v.: .... _ .0 ,' _ .. J.. "t ...JrY 2% Varies 2% Existing Sidewalk Existing 4"+- Asphalt Proposed 24' Typical Section Sta. 238+03.36 to Sta. 244+02.78 California Ave. to Cedar Ave.. Sta. 244+82.99 to 250+00.35 Cedar Ave, to Elm Ave. Existing Terrace N 30" Combination Curb & Gutter Existing Sidewalk PROJECT NO. U P6.5516(8) SHEET NO 40 C N 42631 �6 CITY OF HASTINGS, / I \ ENGINEERING DEPT South Street. Burlington Ave la Elm Ave No. 5 x 18" Tie Bars at 48" Centers to be drilled and grouted into existing slab (Minimum of 2 -Tie Bars/Repair) io m r — 2" Asphaltic Concrete (mill and replace) L..g Varies Remove and Replace NI f=i NOTE: All Tie Bars will be Epoxy Coated Existing Slab Existing Asphaltic Concrete DETAIL OF COMBINATION CURB AND GUTTER REPAIR Scale : None = Thickness of Concrete PROJECT NO. SHEET NO. URB -5516(8) 41 ON. 42631 P CITY OF HASTINGS, \ ENGINEERING DEPT. South Slreut.. Burlington Ave to Elm Ave. Burlington Ave. Sta. 200+00 J Lincoln Ave. 215+00 0 U11 N 2 N n C O I CD C C N N CD 60(11 205+00 N Olt 11.1 Seale: t" --t0' 6o 1220 210+00 PROJECT NO SHEET NO 011e- 5516161 AV C ti 42611 South St Kansas Ave. Ti 220+00 1 � South St II, Renlove & Replace Go,icicle Section 225+00 W D CITY OF HASTINGS, / I\ ENGINEERING DEPT. M nnesota Ave. 230+00 O cc NORTH Scnlo: I -any 0 10 PIR 120 Q 1 cc Q N O m tiO) w E m 0 mm 0i s O > o v N C N m a E ¢E rn PROJECT NO. SHEET NO, URA - 55I6161 CI C II 4201 tl Ren mvy 8 Kleplace Conurs9e .cI1011 E W CITY OF HASTINGS, \ ENGINEERING REPT. n SOUTH S TR F, H; T ® Burlington Ave a to Elm Ave URB -5516(8) CN 42631 GENERAL NOTES MATERIALS - GENERAL REQUIREMENTS t Asphaltic Oil for Tack coat Water used to dilute emulsified asphalt shall be mixed in approximate 50-50 proportion with the oil The rate of application of the diluted emulsified asphalt shall generally be from 10 to .20 of a gallon per square yard 2. Asphaltic Concrete Type SPR asphalt according to State Specifcatont CONTRACTOR'S NOTE 1 It will be the responsibility of the Contractor to dispose all pavement removal 2 Contractor will be required to have all utilities located prior to start of work. 3 Contractor shall remove existing asphalt in driveways and shall be subsidiary to the unit price for Cold Milling Class 3 4 Excavation backfilling, and sawing control joints keyway, tie bars, dowel pins, and rubberized joint sealant shall be considered subsidiary to the unit price per square yard of pavement NOTES: A single lift of asphalt will consist of 2" Type SPR Sub -base may require various patching to be determined by Engineer after milling operaton and street has been cleaned Millings are to become the properly of the Contractor Ends and returns on all roads, intersections, and driveways will be sawed prior to installation of Asphalt and shall be subsidiary to the Unit Price of Asphalt Type SPR Contractor shall use caution not to damage driveways during the removal of existing asphalt PROJECT NO. SHEET NO. URS - omelet 44 0,0 42001 CITY OF HASTINGS, ENGINEERING DEPT, 00 South Street euilington Ave to Elm Ave une xo161010t102001 Alum. Cap Sta. 200+00 Point 1 03, 49' ROW 31' ROW N 47'i_ a 9 , J 80' R.O.W. 205+00 = 0 o N Ro 0 op C N m (b 80' R.O.W. 41 = Survey Centerline Denver Ave. 210+00 55' ]400w.s I I PROJECT NO. SHEET NO. 006 55101 45 G 12531 _.. 03 0 00 C 80' R.O.W. 215+00 South St. South St 03 9 0 28.5' 80' R.O.W. SOUTH STREET CENTERLINE �- Project Centerline 40' ROW Point 1 N = 277085.1290 E = 2086823.4581 200+00.00 NORTH scale: 1"=40' Course from Point 1 to Point 2 N 89°02'27" E Dist. = 2676.99' o' 10' 00' Point 2 N = 277129.9432 E = 2089500.0720 226+76.99 Course from Point 2 to Point 3 N 89°08'31" E Dist.. = 2448.39' Point3 N = 277166.6118 E = 2091948.1830 251+25.37 Kansas Ave. 80' R.O.W. 40' Survey Centerline 220+00 03 Colorado Ave. 80' R.O.W. 29' Minnesota Ave. 225+00 80' R.O.W. 03 33 0 33.5' 83' R.O.W. (H • 01 0 0 80' R.O.W. •- Project Centerline 01 10 30' ROW 2 40' ROW co 01 31 0 80 R.O.W. �CITY OF HASTINGS, \ ENGINEERING DEPT, 0 0 South StreetEwlin0tun Ave to Elm Ave 225+00 3' ROvy 02 0 1 66' ROW Project Centerline 1 230+00 ot I0Q 0 cr NORTH Sento: L"=40' s m m RE a ap 60' lz0 o.. N Rr in m 0. `0 en 7) I 19' ROW South St. a m CO L 0) d � Q N m E r' � > C 65' ROW 235+00 CO O PROJECT NO. SHEET NO. URB -5516161 46 C N 42631 33' ROW 26 5' w'-' \ I- Nail in Asphalt Pavement \---Survey Centerline 0 I Sta 226+76.99 Point 2 6a ROW CONCO 240+00 tr, 7) «7 1 .� SOUTH STREET CENTERLINE ..-- 60' ROW ._ Point 1 N = 277085 1290 E = 2086823 4581 200+00.00 Course from Point 1 to Point 2 N 8900227" E Dist.. = 2676.99' Point 2 N = 277129 9432 E = 2089500 0720 226+76..99 Course from Point 2 to Point 3 N 89'08'31" E Dist. = 2448 39' Point3 N = 277166.6118 E = 2091948.1830 251+25.37 Project Centerline 2 C) E m m o. ' 245+00 mm tim En Co Q 60 ROW ei' N NIS 21r/1 01 South St. 1 1 I - _LY 1 co 0 E N a l7 N O L + 0. O CD < N '0 N c 4- -- C/) 250+00 BR 03 0 _ 60' ROW California Ave 33' ROW Sta. 251+25. J 0 W 0RO'A a0 52 ROW > Q 0 inIn C) 0 .0 2 \--Survey Centerline T_ _4 —ico ° i) 60' ROW m U 52' ROW Delaware Ave. (U 0 Alum. Cap -/ Sta 251+25.37 Point 3 34.38' ROW TR CITY OF HASTINGS, ENGINEERING DEPT. CO EEE SouO Secc+ Burllr.Tov Avo. It Elm Ave Control Point / Bench Mark Data URB -5516(8) CN 42631 Point No. Idem./Station Offset to Sta. Northing Easting Elevation 1 CP1 / 200+00.00 0.00 277085.13 2086823.46 1930.00 2 CP2 / 226+76.99 0.00 277129.94 2089500.07 1922.83 3 CP3 / 251+25.37 0.00 277166.61 2091948.18 1921.96 mid blk. S. side South St. bet St.Joe & Kansas FH / 220+50.60 32' RT 1924.32 SW Car. South St./Colorado Ave. FH / 224+21.37 31' RT 1922 62 SW Cor. South St /Minnesota Ave. FH / 233+58.84 35' RT 1918.56 SE Cor. South St./Pine Ave. FH / 233+28.21 Q C 0 aD C PK Nail in walk Power Pole l I Building Point 1 1/4 Corner Common to Sec. 12&13,T7N,R10W Found Alum. Cap in Conc. Pavement SE NE SW 66.56' to near corner building foundation 45 28' to PK Nail in walk 66 30' to nail "x" in Power Pole South Street * All Elevations are GPS Elevations (T1) Scale : None Ni Building Point 2 1/4 Corner Common to Sec. 17 & 18, T 7 N, R 9 W, and Sec. 12&13,T7N,R10W.. Found Nail in Asphalt Pavement NNW 51.60' SW 37 42' NE 72.35' SE 67.64' to Nail "x" in Power Pole to Nail "x" in Guy Pole to near corner of house foundation to near corner building foundation Paint No. 'dent /Station Offset to Sta. Elevation Description NOTE: All BM's shot on West Bonnet Bolt FH / 203+66.24 29' RT 1932.22 SE Cor. South St./Lincoln Ave. FH / 207+08.35 27' RT 1932.26 SE Cor. South St./Hastings Ave. FH / 210+02.95 28' RT 1933.62 SW Co;. South St./Denver Ave. FH / 215+52.79 21' RT 1929.50 mid blk. S. side South St. bet St.Joe & Kansas FH / 220+50.60 32' RT 1924.32 SW Car. South St./Colorado Ave. FH / 224+21.37 31' RT 1922 62 SW Cor. South St /Minnesota Ave. FH / 233+58.84 35' RT 1918.56 SE Cor. South St./Pine Ave. FH / 233+28.21 33' RT 1919.65 SE Cor. South St./California Ave. FH / 241+62.63 31' RT 1917.30 SE Cor. South St./Rhode Island FH / 243+04.92 28' RT 1922.14 SE Cor. South St./Delaware Ave. South Street Point 3 Section Corner Common to Sec. 7, 8, 17, & 18 T7 N,R9W Found Alum. Cap SE NW SW 31.77' to Double headed nail in Power Pole 38 88' to Double headed nail in Power Pole/Light Pole 37 35' to Double headed nail in Power Pole/Light Pole PROJECT NO SHEET NO. URB.5515(B) 47 C.N 47631 ewe t. 6 swam c.mro CITY OF NGS, / I�\ ENGINEERING t DEPT. 00 Soule Sheet. Burlington Ave to Elm Ave mve5516(0)a+12031 Begin Project: Sta. 200+00 205+00 G 0 2W N N 0 + C0 c w m mm NORTH Scale: 0' n 40 ao' 120 m > N m C CO / - Survey Centerline 210+00 N Alum. Cap Sta 200+00 St. Joseph Ave. 215+00 ' J l ) • South St. ai Q m c Co Sc 40' 1 South St Denver Ave. 55' PROJECT NO. SHEET ito Una • 5510181 .1e Cr' 426]1 Survey Centerline J /I 220+00 P'oject Centerline 0i 0 v m U,: 02_ Remove & Replace Concrete Section P/ Remove & Replace Combination Curb & Cutler Remove Only Minnesota Ave. REMOVE PAVEMENT SI Conte Station Side Sq.Ytl5. 224+2510224002 Li 04.5- — 207+l7 to 207+24 HT ® REMOVE ....._ ....T.S.-�,_ smllon toIs 205,4tation 206041 SIDEWALK _ sag — ++.L . _. S'''' ' '_ Lb .TI, 21: 2040 3 In 204+65 204+23 to 204169 — 207+l7 to 207+24 HT ® 207419 to Ita 207+25 76 207+27 to 207+60 207+e9 207+25 209+49 to 200+70 LT Mallinninnill 260+12 to -409+42 ni 20 200+00 to 200+0520 Lr 0 215+90 to 215+80 2154 CO to 215+97 to 206+42 206+44 CT 207+19 LT REMOVE 30" COMBINATION CURB & GUTTER statInr1to Station Side I Lb .TI, 21: 2040 3 In 204+65 a 204+23 to 204169 CT 40 207+20 to 204+50 HT Hi 207+17 to 207+93 HI 76 207+27 to 207+60 L1 41 209+49 to 200+70 LT 29 260+12 to -409+42 ni 20 200+00 to 200+0520 Lr 0 215+90 to 215+80 2154 CO to 215+97 Hi 27 21E+30 to 216+G0 Li 31 217+30 la 217+04 Li 16 216.+05 10 218+62 Li 57 219+32 to 219.61 LT 29 220103 to 220+45 HT 42 220+09 Io 220+52 Li 43 221+74 to 271+83 Li 9 222+03 to 222+15 Li 12 223+45 to 223+90 CI 45 217-54 Li --i Project Centerline BUILD 30' COMBINATION CURB & GUTTER Selo Li Stele ---- station is station Ln Fl, 0 ]10 706 r]5 212 204+_] 0 204000 11i Hi 90 2C•a+2a Is 206101 ni 209.07 le 210+53 23 207+17 to 207+93 ni 84.2 76 207+27 Ic 207+69 Lr Li 41 209+49 le 259+79 Li 216+95 In 217+50 29 200+12 In 204+42 m 26.4 30 200+00 Ic 209+66 P.r 270"03 to 271'_0 20 215+60 Io 215+60 LI 77.5 20 215360 Ic 215+C7 HT_ 27 31 216+30 m 215+61 Li 217+30 I0 217-54 Li 18 210 05 Io I8+07 Li 57 219- 2 Io 919+41 3 0.03 1 220045 fli 41 220+00 to 220+52 Li T.T• 9 T4 221+74 to 221+03 Li 222-03 to 222415 - 12 223+45 to 723+90 .Ci 45 I BUILD 5" P.C.0 Stationto Station 200+41 to 205-40 mm 200+42 In 256+49 207+17 to 207424 SIDEWALK 478 3000 Veda Side Li RI 207+19 l0 207+25 209+66 to 201+93 Li CO Hr 224433 l0 224+49 224+65 to 224+99 224+90 to 220+12 6e I 17. BUILD (3 P C C. PAVEMENT 47B 3500 slat= m station jsa0 VX SC. Ya. _......,. --.. 2.4a .5 to 22.152 li 145 ASPHALT TYPE SPR (For Info, Only) tat on toStalo ......so f Nora 204 23 92 Is 250.-400 3 .T z m 1713.0� 225+00 ADJUST MANHOLE TO GRADE Sido - EACH ... CL.......e;.... Imo. CL Statian 200+95 210+29 17 20-52 CL CL LI 34' ADJUST VALVE BOX TO GRADE 2244 COLD MILLING CLASS 3 (For Info. Only) Sinfan to Slatnn I Fide Sri Yards Placement of Asphalt' Concrete for Driveways & Intersections S6mian Stele Yards ..''..204+6.540 200+14 _..y..9. a _.g. z99` 200+02 to 207+07 Hi 1020 209413 to 209+43 Hi 134 209+43 to 209+07 CL Ih9 209.07 le 210+53 Li 166.1 210+03 to 210+54 Hi 84.2 210+73 5., +1t-14 m 200 717+92 to 714..14 Li 100.1 7t6+90 to 717"40 Li I 134.5 216+95 In 217+50 HI 7555 217150 m 217+91 m 26.4 ^17+73 In 2111M5 LI nt 20.0 67 7o0+60 to 74 270"03 to 271'_0 Li 174 8 274+5t In 2.4+50 LI 77.5 � CITY OF HASTINGS, /I\ ENGINEERING DEPT. CO Sown Svee1- Om:melon Ate to Elm Ave. Minnesota Ave. 225+00 Project Centerline C a) NORTHE 0 ; Settle: 1 -=.to- E 0 0 230+00 ,'9 m to 40 0 40' 80 120 it N 0 L m o ¢ C tri > L CO } N Q < 44'(7 C 0) L'1 m < Na E N 0 02 0 0 on m min CC n South St. 1 J fl - Nail in Asphalt Pavement Sta. 226+76.99 240+00 Survey Centerline u N• I I. ) k r Project Centerline Q iR C 0 REMOVE PAVEMENT iostoron 233+46 to 233+72 237+^v2 to 237490 IT 21.0 LT 22.0 237+02 to 237+90 R1 19.9 239+10 to 230+30 LT 17 0 230+16 to 239+37 RT 247+49 to 248492 LT 15.6 43.5 REMOVE SIDEWALK sumo to Station Side_ S�t,Ymdo 229+97 to 230+00 LT 3] 230+22 to 230+v LT 4.2 233+03 to 233+20 LT U3 233+03 la 233+20 Rr 19.1 233+47 to 233+74 RI 20.0 233+53 to 233+40 LL 11.1 237+70 to 237400 90 15.3 237+77 to 237185 LT 14.0 230+19 to 230+35 LI I 222 235+18 to 230+35 1+t 220 241+39 to 241+48 RT 6.3 244+03 to 244+24 RT 13.9 244+13 la 244+19 Lr 3.1 244+20 la 2.4+31 LI 1.0 244.+51 to 344+92 RT 27.7 244+07 la 24+70 LI IA 244+67 to 214+00 _ 7.5 247029 to 247+05 1.5 4.2 247+56 to 247112 Li 20.1 244+67 to 244+70 LI ADJUST VALVE BOX TO GRADE 5101400 5140 1 EAC c E m m a mm 245+00 .0 m N 43 '+ N E ' w N c2 in N 235+00 ,_11, x ;�� I I r` at Y South St. r Rhode Island A Survey Centerline BUILD 5' P.C.0 SIDEWALK 478 3000 S0+07 to St30+0 229+97 la 230.00 Sian ii Sr4YRl45 A.0 730+22 m 2304.31 LT 4.0 233.03 to 233+20 LI 11.3 233+53 to 232+20 0 MI 233147 to 233+74 Rr 20,0 233+03 00 233+60 LI 121 237+70 to 237+08 Rr 153 232+77 to 23708 LI 14.0 230+t0 to 238+35 LT 27,2 230+10 to 230135 000 22.0 241+30 to 241+40 Fr 6.3 244.103 to 244+24 Ri 139 244+13 to 744+19 LT 3.1 244+20 to 244+31 1T 1.5 244+61 to 244+02 RI 33.0 244+67 to 244+70 LI 1.4 244+67 to 244+58 LT 7.5 247+29 to 247465 RI 4.3 247+54 to 247+02 LT 20.1 241+5] to 242440 RI 01 242014 to 242+09 ADJUST MANHOLE TO GRADE Station � I side I EACH at a 0 Placement of Asphaltic Concrete for Drivew to & Intersections dalton Sioo - Side mom,. s9. v0N7 231+03 to 230410 LI 11.0 231+4 to 231+46 LI 14.3 231+50 to 231+09 011 107 234+71 to 334+94 Li 12_ 2]5+43 to 235-02 LI 3.9 235+74 to 235+90 Rt 121 +17+90 IR 03.0... I. 501 237090 to 239+16 ni 0.4 270409 to 239137 Rr 239 roe to 730497 1T 9 ] 240+30 to 240140 LI 11 0 246+74 to 240450 It 700 734400 to 231+00 Rr 19 3]5+10 to 235+21 RI LI I1 l0 235:30 to 235144 235052 to 235471 RI 19 234403 to 234+49 I m BUILD e" P.C.C. PAVEMENT 478 3500 station to slam Sills Sq. YEN. 733+40 to 233+72 ' t LT _+�....,.. 21.0 237+42 l0 23700 IT 22.0 237+67 to 23 90 R1 10.0 30+'06 to [PROJECT NO. 1J00 -5510101 SHEET NO. Cu 1226]1 -5-: Remove & Replace Concrete Section Remove & Replace Combination Curb & Gutter Remove Only m E > N 042 oma 40 .+ VI LC) < Cu a E w in 250+00 California Ave. a;R REMOVE 300 COMBINATION CURB & GUTTER 5tal on to Slat:o6 Sioo 030, Ft 225+09 to 770+00 RI - 21" 225097 to 220-20 LT 32 227+03 to 220.04 Ri 13 220+20 to 270+44 RI 16 220+34 to 229+02 L l5 2 la 2+9.0 12 Ri 15 229109 to 229+9e LT 9 2_0129 to 230+4] R] '0 230+74 to 230+56 Ri 239+29 to 231+30 to 231+51 RI 15 232+32 to 232+42 230 m 232+54 to 232+02 5I 30 230159 to 233+0 LI 42 2331]0 to 233+544 LI 24 233+]3 to 234+14 Rr 42 234+33 to 2331 5 Rr 12 734400 to 231+00 Rr 19 3]5+10 to 235+21 RI LI I1 l0 235:30 to 235144 235052 to 235471 RI 19 234403 to 234+49 I m AS 2104]3 to 2371.40 01 95 230134 to 2391.53 01 l5 240+59 to 240+25 Li 57 0.03 to 240+07 RI u 241+5] to 242440 RI 01 242014 to 242+09 Ir ]G 242052 to 242+49 RT 19 242+00 to 243+1e aI 3s 2A]+54 to 204+03 Li 49 24]+54 to 244+03 R7 40 24.4102 to 245!12 Rr 30 23000 m 246..10 LI 32 215+51 to 245+99 Rr 35 245060 to 245+]7 Lr 0 znfia0 to 244=l0 RI 130 244+47 to 246+41 212-40 RT 247.79 to 247+44 LT 00 247.35 to 247159 Rr 15 247472 to 247+94 Li 2 <0+lt to 24 3 coTo BUILD 30' COMBINATION _ - e12tlonio 9a+an - � CURB & GUTTER - - si4o I I Lin FIT 29 225+09 to 215+90 tit 225497 la 2:0+00 1 LT 32 22793 to 2:0+04 I et I $3 220+_0 to 2:9+44 lir I8 220+34 to 2:8+5: Li 19 229+97 to 2:9102 1 Rr IS 229+e0 to 2:9+98 I LI 9 239+29 to 240047 RT l0 230+74 to 20+95 RI 15 231+36 to 2111+51 m IS 232+32 to 232+42 8T 10 232+54 to 232.102 Rr 39 232+50 to 27]+0l RI 42 233+70 to 233+94 10 U - 233+72 to 2344.15 R1 42 234133 to 234+45 RR 12 734+49 U 234+00 R. 19 235+10 to 235+21 RT II 235+34 to 215+.44 Lr IO 235+52 to 275+71 RI 19 235+05 to 235+49 et 45 236+I3 to 237+60 m 05 239+34 to 2:9+53 et 09 240+50 to 211+26 LI 07 240+03 to 210097 nR 14 711457 to 212+39 or 51 212+14 la 212+90 It 76 2+52 10 212-40 RT t6 242+50 m 2u+04 RI 30 24150 to 214+0] LI 49 244+02 to 213+13 R1 49 244+u2 to 215+12 RT 30 245409 to 24+41 Li 32 245+51 to 215+59LI 39 245+40 to 215+97 LT 9 20+10 to 20+00LI 1.I 100 04 240+47 to 216+51 246+76 to 21754 LI 08 247+35 to 217+59 Ri I 15 257+72 to 217+94 Li 1 22 to 218452 1. 41 Alum. Cap - Sta. 251+25 37 BUILD CURB RAMP Station 5 Re 00100011 W'treran PatltSq _Faetl 225+04 Rt 220+05 LT 9 270122 LT 8 233+03 Li 0 233+03 Ri 9 233+20 II 9 213+m RI a 233+47 MI e 23.3+53 LT 9 233+65 or 0 233+65 LT 237+77 LI I 237+77 RI 8 237407 II a 237+87 or 0 238+19 IT 6 230+19 RI 8 230+34 II 0 230-34 Rr e 241+08 RI 0 244+14 LI a 2444.14 Ri 8 244020 fir 8 244+31 LT 0 244+02 et a 244+00 9 244+03 LT I a 03 RI e 247+56 L. a 247+55 RI 0 C E W CITY OF HASTINGS, ENGINEERING DEPT. %, South Sticel- Ouniin9lan Ave to em Ava WV BC:LE:M M 600E/CIIL Looe lion (O9DIddy,1 40' 2 LANE ROADWAYS 2 LANE WITH CURBS ASKED YELLOW TEI4PORARY LINE : ' 80 2 LAJIE EARTH SHOULDERS SOLID 'WHITE TEMPORARY LINE (2 ) --DASHED YELLOW TEMPORARY LINE 80 2 LANE SURFACED SHOULDERS SOLID WHITE TEMPORARY LINE y ID WHITE TEMPORARY LINE i— DASHED YELLOW TEMPORARY LB ) OD OLID 'WHITE TEMPORARY L MILLED DRIVING LANE SURFACED SHOULDERS PO 2L E;CSTII G WHITE 4TEMPORARY YELLOW MILLED SURFACE 4' TEMPORARY AHITF H 4 LANE ROADWAYS 4 LANE RAISED MEDIAN EARTH SHOULDERS L2 ISOLID WHITE TEMPORARY LINE -DASHED WHITE TEMPURARI LIME( 4 L AIL EARTH SHOULDERS :SOLID YELI..O'N TEMPORARY LINE ..-1 71 IO 'WHITE. I GI E.1H?ACE SHOULDER OR EARTH SHOULDER BP DROP UPF A Tr DASHED WHITE TEMPORARY LINEI I ) --SOI IG YELLOW TEMPORARY LITE( .HEW ' IURFACING LOW NEW SURFACE MILLED SURFACE 4 LANE RAISED MEDIAN WITH CURDS TE GPORARY rb II -DASHED WHITE TEMPORARY TINE: 5511D(8) i 5 4ZAf31 FREEWAY/RURAL EXPRESSWAY 4 LANE DEPRESSED MEDIATI WITH SURFACED SHOULDERS DASHED WHITE TEMPORARY LINE (5)) ( 5 )SOLID WHITE TEMPORARY LINE- --SOLID YELLOW TEMPORARY LIME (5) NOTES LOWER LAYERS: TEMPORARY DASHED LINE SHALL BE 4 IO PAINTED LINE AT 40 INTERVALS OR 4 W 4 TYPE I TAPE LIME AT 40 INTERVALS. TAPE OR PAINT WILL BE SUPPLEMENTED WITH AN OVERLAY MARKER EVERY 80 FEET. - OVERLAY MARKERS ARE NOT REQUIRED ON MILLED SURFACES, HYDRATED LIME SURFACES AND STABILIZED SURFACES. TOP LAYER: BROKEN LINE MARKINGS - INSTALL 4' Y 4 TAPE AT 40 INTERVALS SUPPLEMENTED WITH AN OVERLAY MARKER EVERY 80 FEET - OR USE NO TAPE. OUT INSTALL 2 RAISED PAVEMENT MARKERS SPACED 5' APART Al 40 INTERVALS. SOLID LINE MARKINGS - I' WIDE PAINTED LINE OR PAVEMENT MARK IHG TAPE, RAISED PAVEMENT MARKERS MAY BE USED IN LIEU OF PAINT OR TAPE_ INSTALLED AT TT INTERVALS. ARMOR COA IS FOO SEALS: 2 OVERLAY MARKERS S APART, PER 40 FOOT CYCLE 010 PAINT OR TAPE). 2) TEMPORARY SOLID LIVE SHALL BE 4• WIDE PAINTED LINE 1 EDGE LINE SHALL BE PLACED SD T1IAT THE OUTSIDE EDGE OP PAINT IS THE REQUIRED DISTANCE FROM CENTERLINE ON THE TOP LIFT (4 ) TEMPORARY CENTERLINE SHALL BE 1'WO PAINTED LINES SPACED 4 APART, CENTERED ABOUT THE JOINT LINE 151 EDGELINE SHALL BE 4 PAINTED LINE. PLACED TO THE LEFT OF .)DTII LINE. Y G_1 ALL LAYERS: EDGELINE SHALL BE PLACED 12 -0" FROM THE CENTER JOINT LIIIF- IRIGHT OF SHOULDER JOINT LINE WHEN APPLICABLE) MILLED SURFACE OR LOWER LIFTS: THE TEMPORARY WHITE DASH LINE SHALL DE 4 A 10' MINIMUM PAINTED LINE AT 40' INTERVALS, PLACED TO THE LEFT OF THE JOINT LINE (B I TOP LIFT: THE TEMPORARY WHITE DASH LINE SHALL BE 4- IN WIDTH 8 MINIMUM 8' TO MAXIMUM ID LENGTH, PLACED 2' TO THE LEFT OF THE JOINT LIME THE INTERVAL (CYCLE) SHALL BE 40. i 2' TO ALLOW FOR THE PERMANENT PAVEMENT MARKING. ALL TELIPORAR'r PAVEMENT MARKING THAT WILL DE COVERED BY PERMANENT PAVEMENT MARKING S:IALL COMPLY WITH THE ALIGNMENT AID LOCATION REDOIREMERTS OF THE FINAL PAVEMENT MARKING MATERIAL. TEMPORARY PAVEMENT LIAREINGS THAT ARE NOT COVERED BY THE PERMANENT MARKINGS SHALL DE REMOVED AT THE CONTRACTORS EXPENSE Ldt ROADWAY REWIRED LOCATION FOP PAINTED LINES, IF USED ON THE TOP LAYER ROADWAY WIDTH SHOULDER TYPE DISTANCE FROM 4 OF ROADWAY TO OUTSIDE EDGE OF PAVEMENT LESS THAN 24 SURFACED EARTH EDGE OF LANE LESS THAN 24' PAVEMENT EDGE 24' EARTH PAVEMENT EDGE 24' SURFA•CED ID -0" 4`. '4' TO 28' EARTH 12--0" i+F + SEE NOTE S CENTERLINE I,ARKITIG SHALL RE PLACED OO THE O SOUTH SIDE OE THE CENTER JOINT 011 EAST -WEST ROADS AIID 011 LEGEND PERLAI MARKER BIDIRECTIONAL OVERLAY MARKER NEBRASKA DEPARTMENT OF ROADS TRAFFIC ENGINEERING DIVISION TYPICAL PAVEMENT MARKING (1:1 WORK AREA REMOVE 200 CENTERLINE 30' BUFFER 1-12' MINIMUM TEMPORARY WHITE PAVEMENT MARKING 30' BUFFER 6 I ox mx'N CUL) PSI .V0 RI -2-42 1140-18-30 50' 500 Ite5d94 (3) 5/ N qua) \- 25' SPACING REMOVE 200' CENTERLINE A DO NOT '.. PASS R4-1-24 H 1100 DPI GE 00111( i/2 I. W40-96-40 OR 500 35 105-3-36 1113-1-24 OR 35 6120-4A 36 1113-1-24 1000 TAPER- 75 TEMPORARY WHITE PAVEMENT MARKING EOGELINE- TEMPORARY WHITE PAVEMENT MARKING LEGEND 0 PLASTIC DRUM TYPE III BARRICADE SINGLE POST SIGN 1 DOUBLE POST SIGN GENERAL NOTES I. ALL BARRICADE ARID SIGN LOCATIONS ON THIS PLAN ARE APPROXIMATE. AND MAY BE 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 SHOWN, UNLESS APPROVED OTHERWISE BY THE ENGINEER. TAPER- 75' TEMPORARY WHITE 1 PAVEMENT MARKING B 500' 351 105-3-36 {413-I-24 OR 1620-44 36 813-1-24 500 ` 1100' 1440-9E-40 OR 1120 -IE -48 , IE PREPARED 10 STOP 113-24-36 1120-8-36 DO NOT PASS 04-1-24 NEBRASKA DEPARTMENT OF ROAD: TRAFFIC ENGINEERING DIVISION TYPICAL TRAFFIC CONTROL PLAN DESIGNED KSF I TYPICAL YIELD CONTROL FOR LN Roadway Design Division c zfr a JOINT SEALANT FLOW I" 1" PREFORMED JOINT SEALANT 4�„ 1" PREFORMED EXPANSION JOINT FILLER EXPANSION JOINT FILLER CONCRETE BARRIER CURB * QUANTITIES CONCRETE 4.55 CU. YDS./STA. AREA 1.228 SO. FT. CONCRETE MEDIAN CURB QUANTITIES CONCRETE 442 CU. YDS./STA. AREA 1.192 50. FT. NOTE: AV 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 1. 9„ 1" B" NOTE: MAY BE USED WHEN T IS LESS THAN 12" INTEGRAL CONCRETE BARRIER CURB QUANTITIES CONCRETE 1.33 CU. YDS./STA. AREA 0.359 SO. FT. FLOW 1" NO. 4 LONGITUDINAL BAR TO BE GAPPED AT CONTRACTION JOINT LOCATIONS; 3" MIN., 6" MAX, NO. 5 8" TIE BARS AT 5'-0" CENTERS NOTE: USE WHEN T 15 12" OR GREATER INTEGRAL CONCRETE BARRIER CURB ALTERNATE TYPE QUANTITIES CONCRETE 1.33 CU. YDS./STA. ARFA /1.454 so. FT. ILO" INTEGRAL CONCRETE SLOPING CURB QUANTITIES CONCRETE 0.62 CU. YDS./STA. AREA 0,167 SO, FT. ILO" n INTEGRAL CONCRETE SLOPING CURB QUANTITIES CONCRETE 0.46 CU. YDS./STA. AREA 0.123 50. FT. CONTRACTION JOINTS SHALL BE CONSTRUCTED TO MATCH LOCATION OF EXISTING JOINTS FLOW JOINT SEALANT FLOW ILO" I" PREFORMED EXPANSION JOINT FILLER 1'-0' CONCRETE CURB, * TYPE I QUANTITIES CONCRETE 5.22 CU. YDS./STA. AREA 1.408 50. FT. ND. 4 LONGITUDINAL BAR TO BE 2" GAPPED AT CONTRACTION JOINT LOCATIONS; 3" MIN., 6" MAX. EXISTING CONCRETE PAVEMENT THE AREA BETWEEN CURB ANO EXISTING CONCRETE PAVEMENT TO BE CLEANED AND ROUGHENED AS DIRECTED BY THE ENGINEER 3" NO. 5 x 8" TIE BARS AT 5'-0" CENTERS TO BE DRILLED ANO GROUTED INTO EXISTING CONCRETE PAVEMENT (WITH APPROVED GROUT) CONCRETE CURB, TYPE II QUANTITIES CONCRETE 0.87 CU. YDS./STA, AREA 0.234 50. FT. EROSION CONTROL CURB QUANTITIES CONCRETE 0,81 CU, YDS./STA. AREA 0.219 SO. FT. ti IF 1 T/4 (2" MIN.) INTEGRAL CONCRETE CURB QUANTITIES CONCRETE 0.89 CU. YDS./STA. AREA 0.239 SO. FT. FLOW ILO" No. 4 LONGITUDINAL BAR TO BE 2" GAPPED AT CONTRACTION JOINT —LOCATIONS; 3" MIN., 6" MAX. %'R CONCRETE PAVEMENT, SAW CUT 4" MIN. DEPTH x %" JOINT FILLER RESERVOIR CONTRACTION JOINT THRU CURB NO. 5 x B" TIE BARS AT 5'-O" CENTERS INTEGRAL CONCRETE CURB ALTERNATE TYPE QUANTITIES CONCRETE 0,87 CU. YDS./STA, AREA 0,234 SQ. FT. NOTE: T = PAVEMENT THICKNESS RIO FEB 09 MULTIPLE REVISIONS R9 ALAR.05 MULTIPLE REVISIONS R8 AlAY OF MULTIPLE REVISIONS REV. NO. DATE DESCRIPTION OF REVISION NEBRASKA DEPARTMENT OF ROADS STANDARD PLAN NO, 301 -RIO PAVEMENT DETAILS ORIGINAL: JANUARY 31, 1974 NOTES: DOWEL BARS SHALL BE DRILLED TO A DEPTH OF B" INTO EXISTING SLAB AND GROUTED. DOWEL BARS SHALL BE PLACED AT l'-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. 1" DIA. x 18" DOWEL BARS, T=6" TO 8" x 18" DOWEL BARS, T OVER 8" C EXPANSION TUBE EXISTING SLAB O �" NEW SLAB AO GREASE DOWELBAR ON EXPANSION TUB SIDE OB 1" PREFORMED EXPANSION JOINT FILLER © JOINT SEALANT EXPANSION JOINT (SUBSIDIARY) NO. 5 x 18" TIE BARS AT 33" CENTERS TO BE DRILLED AND GROUTED INTO EXISTING SLAB. ASPHALTIC CONCRETE 1 EXISTING SLAB CONCRETE BASE COURSE W/INTEGRAL CURB NO. 5 x 18" TIE BARS AT 33" CENTERS TO BE DRILLED AND GROUTED INTO EXISTING SLAB. aP„ EXISTING SLAB R 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 2" ONE INCH PREFORMED EXPANSION JOINT FILLER SHALL BE PLACED ACROSS THE FULL WIDTH OF THE MEDIAN SURFACING AT INTERVALS OF NOT MORE THAN 49'-0'. LONGITUDINAL JOINTS ONE INCH DEEP SHALL BE MADE IN ALL MEDIANS WHEN SURFACING WIDTH I5 16' OR GREATER. TRANSVERSE JOINTS ONE INCH DEEP SHALL BE MAGE IN ALL MEDIANS AT INTERVALS OF NOT MORE THAN B'. TRANSVERSE AND LONGITUDINAL JOINTS SHALL NOT BE FILLED. JOINT SEALANT 3' MIN. SLOPE 2% R . :'a"R�"' J 1" PREFORMED EXPANSION JOINT FILLER JOINT SEALANT DETAILS OF CONCRETE MEDIAN SURFACING t'-0' I" PREFORMED EXPANSION JOINT FILLER — ry 'iS!Sll VARIABLE 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 1'-0' B to VARIABLE (2'-0" MIN. TO 3'-6" MAX.) COMBINATION CONCRETE CURB & GUTTER 12" OPENING FOR SIGN POST IA L i'-6" 4' MIN. 1" PREFORMED EXPANSION JOINT FILLER W/JOINT SEALANT 12" OPENING FOR SIGN POST B L PLAN 4" MEDIAN SURFACING 7'-6" 4' MIN. JOINT SEALANT 1" PREFORMED EXPANSION JOINT FILLER DETAIL AT END OF MEDIAN ISLAND SECTION A -A LENGTH AS SHOWN ON PLANS 8' MIN. FOR 6" CURB 6' MIN. FOR 4" CURB 1" PREFORMED EXPANSION JOINT FILLER W/JOINT SEALANT '-6" 4" MEDIAN SURFACING 1 I L I I I i 1" PREFORMED EXPANSION JOINT FILLER 4' MIN. JOINT SEALANT C PLAN CONCRETE ISLAND NOSE TOP OF SLAB SECTION C -C SECTION B -B CONCRETE PAVEMENT SECTION D-0 NOTE: EXISTING CONCRETE PAVEMENT IS TO BE REMOVED IN AREA COVERED BY CONCRETE ISLAND NOSE. DETAILS OF CONCRETE ISLAND NOSE 1'-6 3" BOARD TO BE LEFT IN PLACE CONCRETE HEADER NOTE: T = PAVEMENT THICKNESS 0 FEB MULTIPLE REVIVO N5 A9 AR.05 MULTIPLE REVISIONS RB MAY 0 MULTIPLE REVISIONS REV. NO. DATE DESCRIPTION OF REVISION NEBRASKA DEPARTMENT OF ROADS STANDARD PLAN NO.301-RIO PAVEMENT DETAILS ORIGINAL: JANUARY 31 1974 W 0 ti 1,-O" INTEGRAL CURB e JOINT SEALAN 9„ 1" PREFORMED EXPANSION JOINT FILLER DETAILS OF CURB DROPS R N 5' WALK (4' MIN.) Q F R 5' X 3.00' 10' 4.36' 15' 5.38' 20' 6.24' 25' 7.00' 30' 7.6B' 35' 8.31' 40' 8.89' X VARIES BARRIER CURB F--1,-0„ R = RADIUS X = /(2R-11 !X 8 R IN FEET) E 'a CONTRACTION JOINT E #4 REBAR, 4'-0" LONG DRIVEWAY PLAN 2" SLOPING CURB 4' MIN. m TRANSITION SIDEWALK TO MEET DRIVE (DISTANCE VARIES) RISE LESS THAN 6" (8%. SLOPE) RISE GREATER THAN 6" (5% SLOPE) SLOPE SIDEWALK DRIVE 4' MIN. SECTION E -E (RURAL DRIVEWAY) SECTION G -G 1'-0" JOINT SEALANT SLOPE PREFORMED EXPANSION JOINT FILLER SECTION E -E (URBAN DRIVEWAY) JOINT SEALANT 1" PREFORMED EXPANSION JOINT FILLER SECTION F -F (URBAN DRIVEWAY) TOP OF CURB + 0" MINIMUM +8% MAX. +15% MAX. tiY,„R .;44„RJ VARIABLE CROSSWALK SLOPE TOWARD STREET 2% "R f VARIABLE SIDEWALK PROFILE URBAN DRIVEWAY WITH SIDEWALK (MAXIMUM PERCENT OF GRADE) (I) 10' MIN. IS REOUIRED WHEN THE EXISTING GRADE IS GREATER THAN ±8% (21 10' MIN. I5 REQUIRED WHEN THE EXISTING GRADE IS GREATER THAN ±15% R=RISE 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 ARE ADJACENT TO 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 RIO FEB 09 MULTIPLE REVISIONS R9 IIAROS MULTIPLE REVISIONS RB MAY 01 MULTIPLE REVISIONS REV. NO. DATE DESCRIPTION OF REVISION NEBRASKA DEPARTMENT OF ROADS STANDARD PLAN NO. 30I -RIO PAVEMENT DETAILS ORIGINAL: JANUARY 31, 1974 C 0 0 0 r° tn ttit 0 Zr- WM< =ON C 9 0 RAMP LOCATION POINT– FLOW LINE –•\ OF GUTTER RAMP WING A TOP OF CURB RAMP FLARE -107. MAX, SLOPE OBSTACLE A INDICATES 1" EXPANSION JOINT TYPICAL CURB RAMP DETAIL DETECTABLE WARNING _r 4'-0" MIN. DROOLED SURFACE RAMP FLARE RAMP WING (6"/FT SLOPE SIDEWALK SECTION A -A TYPICAL RAMP CROSS SECTION DETECTABLE WARNINGS RAMP WING–. FLOW LINE— , OF GUTTER –RAMP FLARE RAMP / /– SIDEWALK y CURB TRANSITION (RAMP WING) I" SLOPING CURB FLOW LINE OF GUTTER o INDICATES 1" EXPANSION JOINT MEDIAN CROSSING IF pcu ,Ess „co nioo No 615 r-,....:-. wANNfN – 1" SLOPING CURB I\--- CURB TRANSITION (RAMP FLARE) SECTION D -D TYPICAL RAMP CROSS SECTION (SHOWING CURB TRANSITION) P-0" NOTE: 5'-6" MIN. 6'-0" TYP. (5" RISE) TO 15=0" MAX.– GROOMED 2'-0" IMANEUVERING SURFACE LENGTH I 2% 4'-0" MIN. -- 8.3% MAX SLOPE Thgarilik . 8 JOINT SEALANT (HOT POURED) – 1" PREFORMED EXPANSION JOINT FILLER SECTION 5-5 TYPICAL RAMP PROFILE 7"± GROOMED SURFACE /„,-- TOP OF CURB 1" SLOPING CURB (8.3% SLOPE) CURB RAMPS, TYPE VI 8 WI CURB RAMP, TYPE V BROOMED SURFACE RAMP 1 BROCA/ED SURFACE RAMP 2 MILL CONCRETE CURB TO THIS LINE COMBINATION CONCRETE CURB AND GUTTER MAY BE REMOVED AND REPLACED IN LIEU OF MILLING. CURB REMOVAL DETAIL 00000000000000000000000000 00000000000000000000 000000oo"oo"o" 00000000000000000000 00000000000000000000 00000000000000000000 aaaaaoanoaa00000aoan DETECTABLE WARNING PANEL 4 8, 3X MAX 5(OP, 8.3% AX SLOPE CURB RAMP RISE "L" RAMP 1 RAMP 2 TYPE V 3" VAR. N/A 4'-0" TYPE VI 3" 5'-0" 4'-0" 4'-0" TYPE WI 5" 5'-O" 6'-0" 6'-0" SECTION C -C TYPICAL RAMP CROSS SECTION 3" CONCRETE SLOPING CURB DETAIL LEGEND DETECTABLE WARNING PANEL BROOMED CURB RAMPS BROOMED RAMP WINGS 8 FLARES I1W1 MILLED CONCRETE L4_'d GRASS OR NON WALKING SURFACE E0g1 ('1100 YOAAICIT)/IAI NOTES: THE NORMAL GUTTER LINE PROFILE SHALL BE MAINTAINED THROUGH THE AREA OF THE CURB RAMP. THE SURFACE OF ALL CURB RAMPS SHALL BE BROOMED PERPENDICULAR TO THE SLOPE OF THE CURB RAMP. ALL FLARES AND WINGS SHALL BE BROCA/ED PERPENDICULAR TO SLOPE. 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 II, III AND 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 WORK 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 WILL BE CONSIDERED SUBSIDIARY TO OTHER ITEMS OF WORK FOR WHICH DIRECT PAYMENT IS MADE. DETECTABLE WARNING PANEL: • SHALL BE PAID FOR BY THE S0. FT. 'SHALL BE FROM THE APPROVED PRODUCT LIST 'SHALL BE A CONTRASTING COLOR TO THE SURROUNDING SURFACING •SHALL EXTEND THE FULL WIDTH OF THE 1" SLOPING CURB. ON THE RADIUS THE CORNERS SHOULD BE LOCATED SO THAT THEY ARE 6" TO 8" FROM THE BACK OF CURB. NEW CURB RAMPS SHALL HAVE CAST IN CONCRETE DETECTABLE WARNING PANELS, a INDICATES 2% SLOPE TOWARDS STREET. REV. NO. DATE DESCRIPTION OF REVISION NEBRASKA DEPARTMENT OF ROADS STANDARD PLAN NO.303 CURB RAMPS 4;:>/ APPROVED: - MARCH 22.2010 DATE C 0 0 0 0 0 � 3 3o OL Oo N C 3" CONC. SLOPING CURB.„ (SEE DETAIL) CROSSWALK j TYPE I CROSSWALK MIN. 30" RAMP LENGTH - WITH 2" RISE 4\\/, TYPE V CROSSWALK C U 4'-0" RAMP LENGTH WITH 3" RISE 6 -0 5'-0" 6 -0 OBSTACLE TYPE VII CROSSWALK 1 TYPE II CROSSWALK j CROSSWALK 2-30" RA IP LENGTH WITH 2" RISE TYPE VI C 3' CONC. SLOPING O CURB (SEE DETAIL) TYPE III CROSSWALK TYPE IV LEGEND DETECTABLE WARNING PANEL BROOMED CURB RAMPS P•. r BROOMED RAMP WINGS 8 FLARES �1 MILLED CONCRETE GRASS OR NON WALKING SURFACE Tom! CURB TRANSITION REV. NO. DATE DESCRIPTION OF REVISION NEBRASKA DEPARTMENT OF ROADS STANDARD PLAN NO. 303. CURB RAMPS RNA APPROVED: MARCH 22, 2010 DATE 2 Roadway Design 0 CHANNELIZATIDN 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 TRE TEMP- ORARY TRAFFIC CONTROL ZONE, ANO 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 SHOOTH AND 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 SHOULD DE 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, AND 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 TD THE SPEED WHEN USED FOR THE TAPER CHANNELIZATION, AND A DISTANCE IN FEET OF TWICE THE SPEED WHEN USED FOR TANGENT CHANNEEELI2ATION. SPAC NG OF CHANNELIZATION DEVICES SPEED MPH/ 5 ®® SPACING OF IN =RCM DEVICES FEETT 5O FT ® 35 FT 70 FT ®® ® 90 FT 110 FT MIMI 65 FT 130 FT TO ®® TO FT 140 FT 150 FT WARNING LIGHTS ON CIANNELIZ NG DEVICES. CON IOERATION SHOULD BE GIVEN TO FOG OR SNOW AREAS, SEVERE ROADWAY CURVATURE, AND U UALLY CLUTTERED ENVIRONMENTS. FLASHING WARNING LIGHTS SHALL DE PLACED ON C IANNELIZING DEVICES USED SINGLY DR IN GROUPS TO MARK A SPOT GOND TION. STEADY -BU N WARNING LIGHTS MAY BE USED ON CHANNELIZING DEVICES USED It A SERIES. P@ RETROREFLECTIVE MATERIAL USED ON CHANNELIZING DEVICES SHALL HAVE A SMOOTH, SEALED OUTER SURFACE, MEETING THE REQUIREMENTS OF THE ASTM SPECIFICATION: 04956, FOR TYPE III SHEETING. THE COEFFICIENT OF RETROREFLECTION OF CHANNELIZING DEVICES SHALL HAVE THE FOLLOWING MINIMUM BRIGHTNESS VALUES MEASURED AT 0.2' OBSERVATION ANGLE AILD -4' ENTRANCE ANGLE. CANDELAS PER LUX PER SQUARE METER COEFFICIENT OF RETRDREFLECTION WHITE ORANGE I REDYELLOW 125 50 I 22.5 J 65 IN ADDITION TO THE MINIMUM COEFFICIENT OF RETROREFLECTIDN, THE AMERICAN TRAFFIC SAFETY SERVICES ASSOCIATION IATSSAI "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 DR UNACCEPTABLE. THE NAME AND TELEPHONE NUMBER OF THE AGENCY, CONTRACTOR, OR SUPPLIER MAY BE SHOWN ON THE CHANNELIZING DEVICE BACK OR SUPPORT, BUT NOT ON THE DEVICES FACE. THE LETTERS AND NUMBERS SHALL BE A NDN -REFLECTIVE COLOR AND NOT OVER 100 SQUARE 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 AND EFFECTIVENESS. REFLECTIVE WHITE REFLECTIVE WHITE DESIGN DRUMS USED FOR TRAFFIC WARNING OR CHANNELIZATION SHALL BE CONSTRUCTED CF LIGHT- WEIGHT. FLEXIBLE, AND DEFORMABLE MATERIALS AND BE A MINIMUM OF 36 INCHES IN HEIGHT AND HAVE AT LEAST A 18 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 AND WHITE RETROREFLECTIVE STRIPES 6 INCHES TO 8 INCHES WIDE. EACH DRUM SHALL HAVE A MINIMUM OF TWO ORANGE AND TWO WHITE STRIPES. ANY NDN-RETROREFLECTIVE SPACES BETWEEN THE HORIZONTAL ORANGE AND WfIITE STRIPES, SHALL NOT EXCEED 2 INCHES WIDE, DRUMS SHALL NAVE CLOSED TOPS THAT WILL NOT ALLOW COLLECTION OF ROADWORK OR OTHER DEBRIS, DRUMS REFLECTIVE ORANGE �—OPTIONAL REFLECTIVE ORANGE BALLAST SHALL NOT BE PLACED ON TOP OF ANY DRUM 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 HAVE 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 ANY MATERIAL TD 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. BARRICADES BARRICADE TYPE TYPE II TYPE III WIDTH OF RAIL . B INCHES MIN - 12 INCHES MAX B INCHES MIN - 12 INCHES MAX LENGTH OF RAIL 36 INCHES 8 FEET W+ 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) • NOMINAL DIMENSIONS ARE PERMISSIBLE WHEN CONSTRUCTED FROM LUMBER,. •. WHEN LATERAL SPACE IS LIMITED. SOME TYPE III BARRICADES WITH A 4 FOOT LENGTH OF RAIL, MAY 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 -1‘ BALLAST TIE CHAIN OR OTHER APPROVED METHOD BALLAST SHALL NOT BE PLACED OVER ANY REFLECTIVE DEVICE DESIGN A BARRICADE IS A PORTABLE CR 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 OF TWO TYPES: TYPE II, OR TYPE 111 STRIPES ON BARRICADE RAILS SHALL BE ALTERNATING ORANGE AIA WIII TE RETROREFLECTIVE STRIPES (SLOPING DOWNWARD AT AN ANGLE CF 45 DEGREES IN RIE 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 STRIFES 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 WIND OR TRAFFIC. BARRICADES ARE LOCATED ADJACENT TO TRAFFIC AND ARE TDEREFORE SUBJECT TO IMPACT BY ERRANT VEHICLES. BECAUSE OF THEIR VULNERABLE POSITION AND THE HAZARD THEY CREATE, THEY SHOULD BE CONSTRUCTED OF LIGHTWEIGHT MATERIALS AND 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 DR IN OTHER SITUATIONS 'WHERE BARRICADES MAY BE SUSCEPTIBLE TO OVERTURNING IRI THE WIND, SANDBAGS SHOULD BE USED FOR BALLASTING, SANDBAGS MAY BE PLACED ON LOWER PARTS OF THE FRAME DR STAYS TO PROVIDE THE REQUIRED 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 OF CONCRETE. OII THE INTERSTATE , FREEWAY AND EXPRESSWAY SYSTEM, TYPE II BARRICADES SHALL NOT RE 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 II 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 UI A SERIES FOR CHANNELIZING TRAFFIC. TYPE III BARRICADES SHALL BE SUPPPLEMEITED, WITH A LIGHTING DEVICE UNLESS SPECIFICALLY DELETED BY THE ENGINEER TO USE SOME BARRICADES THOME 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 CF AUTHORIZED EQUIPMENT AND VEHICLES, THE RESPONSIBILITY FOR THE TYPE 111 BARRICADES SHOULD BE ASSIGNED TO A PERSON TO ENSURE PROPER CLOSURE AT THE END 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 6" DRANGE 6' WHITE 30 LB BASE — DESIGN 2 1/4" MAX HEIGHT CONES SHALL BE PREDOMINANTLY ORANGE. FLOURESCENT RED -GRANGE, OR FLOURESCENT YELLOW/[RANGE, 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 HIE IGHT.. FOR NIGHTIME USE, CONES SHALL BE RETROREFLECTIVE DR BUMPED WITH LIGHTING DEVICES FOR MAXIMUM VISIBILITY, RETROREFLECTIDN OF 28 HIGH OR 36 INCH CONES SHALL BE PROVIDED BY A WHITE BAND 6 RICHES WIDE. 110 MORE THAN 3 INCHES TO 4 INCHES FROM THE TDP OF THE CONE, AND AN ADDITIONAL 4 INCHES WIDE WHITE BAND A MINIMUM OF 2 INCHES BELOW THE 6 INCHES BAND. LARGE REFLECTIVE CONES SHALL BE PROVIDED WITH FOUR REFLECTIVE BANDS 6 INCHES EACH. ALTERNATING FROM THE TOP, ORANGE, WHITE, ORANGE. WHIT -E, WITH A TWO INCH SEPARATION BETWEEN BANDS. WHEN APPROVED BY THE ENGINEER, LARGE CONES MAY BE USED IN PLACE OF VERTICAL PANELS, LARGE CONES SHALL NOT OE USED IN PLACE OF DRUMS DR TYPE II BARRICADES. APPLICATION TRAFFIC CONES ARE USED TO CHANNELIZE TRAFFIC, DIVIDE OPPOSING TRAFFIC LANES, DIVIDE TRAFFIC LANES WHEN TWO CR MORE LANES ARE KEPT OPEN IN THE SAME DIRECTION, AND DELINEATE SHORT -DURATION MAINTENANCE AND 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 TD 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, GR WEIGHTS SUCH AS SANDBAG RINGS THAT CAN BE DROPPED OVER THE CONES AND ONTO THE BASE TO PROVIDE ADDED STABILITY. BALLAST. HOWEVER, SHOULD NOT RESENT A HAZARD IF THE CONES ARE INADVERTENTY STRUCK, VERTICAL PANELS DESIGN VERTICAL PANELS SHALL BE 12 INCHES WIDE AND AT LEAST 24 INCHES HIGH. THEY SHALL HAVE DRANGE AND WHITE STRIPES, AND BE RETROREFLECTIVE. PANEL STRIPE WIDTHS SHALL BE 6 INCHES, EXCEPT WHERE PANEL HEIGHTS ARE LESS THAN 36 INCHES, THEN 4 INCHES STRIPES MAY 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 DECREES 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 DR SUPPORTS THAT WILL BREAK AWAY UPON IMPACT, APPLICATION VERTICAL PANELS MAY 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 �•� REFLECTIVE WHITE DESIGN TUBULAR MARKERS SHALL BE PREDOMINANTLY ORANGE, NOT LESS THAN 28 INCHES HIGH, MINIMUM 2 INCHES WIDE WHEN FACING TRAFFIC, AND MADE OF A MATERIAL THAT CAN BE STRUCK WITHOUT DAMAGING IMPACTING VEHICLES FOR NIGHTTIME USE, TUBULAR MARKERS SHALL BE RETROREFLECTIVE, RETROREFLECTIDN OF TUBULAR MARKERS SHALL BE PROVIDED BY TWO 3 INCHES WIDE 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 HAvEE LESS VISIBLE AREA THAN OTHER DEVICES AND 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 LANES 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 TD 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 ADDED STABILITY, BALLAST, HOWEVER, SHOULD NOT BE ALLOWED TO PRESENT A HAZARD IF THE TUBULAR MARKERS ARE INADVERTENTLY STRUCK. IF A NONCYLINDRICAL DEVICE IS USED, AND IT COULD BE DISPLAYED WITH A WIDTH I FCC Tu2N Tut u,u,u,'U C,r,ur t0,r ,r ,. re. , ' _. DESIGN OPPOSING TRAFFIC LANE DIVIDER S ALL BE A TWO SIDED UPRIGHT REFLECTORIZED ORANGE PANEL, WITH A 12 INCHES WIDTH AND 18 INGIES HEIGHT. THE TOP OF THE PANEL SHALL BE 36 INCHES ABOVE THE PAVEMENT. THE SYMBOL ON EACH SIDE SHALL BE TWD 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 OPPOSING TRAFFIC LANE DIVIDERS TO STOP TRAFFIC TRAFFIC PROCEED TO ALERT AND SLOW TRAFFIC FLAGGER PADDLES FLAGGER PADDLES SHALL BE A MINIMUM IB INCH WIDE OCTAGON WITH LETTERS AT LEAST 6 INCHES HIGH. WITH A 5 FOOT RIGID HANDLE. FLAGS AND PADDLES SHALL NOT BE USED AT THE SAME TIME. IN EMERGENCIES WHERE THE STANDARD SIGN IS NOT AVAILABLE, A RED FLAG MAY 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, AND 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 AND PROCEDURES FOR FLAGGERS AS OUTLINED IN THE CURRENT MUTED AND THE DEPARTMENT OF ROADS FLAGGERS HANDBOOK. AS REQUIRED BY THE DEPARTMENT OF ROADS, THE FLAGGER SHALL BE CERTIFIED, AND HAVE IN THEIR POSSESSION, A VALID FLAGGER CERTIFICATION CARD. RS GCT.98 REVISE CHNRNELJZATIDN DEVICES.TAP£R R4 JAN.95 REWRITE R3 ADG.RB WORDING,REFI£CTNRY REV. N0. DATE DESCRIPTION OF REVISION NEBRASKA DEPARTMENT OF ROADS STANDARD PLAN NO.920-R5 TRAFFIC CONTROL CONSTRUCTION AND MAINTENANCE v"' -L Tr ' -*-h .y: ;y ., nmm , nol .Iuu, I r—, Roadway oos q 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 REFLECTORIZEO 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 MOST 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 PATI. TYPE "B- HIGH INTENSITY FLASHING WARNING LIGHTS ARE NORMALLY MOUNTED ON THE ADVANCE WARNING SIGNS. EXTREMELY HAZARDOUS SITE CONDITIONS WITHIN THE CONSTRUCTION AREA MAY REQUIRE 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 SIZE AND SPECIFICATIONS OF THE MUTED FOR TYPE C ARROW DISPLAYS. FLASHING ARROW PANEL SHALL BE RECTANGULAR, OF SOLID APPEARANCE AND FINISHED IN NONREFLECTIVE 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 HIGH AS PRACTICABLE.. THE FOLLOWING SELECTIONS SHALL BE PROVIDED ON THE ARROW PANEL OPERATING MODE TAPER LENGTH (FEET) PANEL DISPLAY FLASHING ARROW L MINIMUM SHIFTING (••••t RIGHT SHOWN;LEFT OPPOSITE SEQUENTIAL ARROW TAPER 1/3 L MINIMUM • le { l••{• 11...1.J RIGHT SHOWN:LE'FT OPPOSITE SEQUENTIAL CHEVRON 225 245 I.• J • �• '• • :••I RIGHT SHOWN:LEFT OPPOSITE FLASHING DOUBLE ARROW 320 45 •}••{• 495 FLASHING OR ALTERNATING CAUTION 50 500 OR •• •• FLASHING FLASHING LINE CORNERS THE ARROW PANEL SHALL HAVE A M NIMUM SIZE OF 96 INCHES WIDE AND 48 INCHES HIGH. HE MINIMUM LEGIBILITY DISTANCE SHALL BE I MILE. THE PANEL SHALL CONTAIN 25 LAMP LEMENTS. ARROW PANEL ELEMENTS SHALL BE CAPABLE OF A MINIMUM SO PERCENT DIMMING. AUTOMATICALLY WHEN AMBIENT LIGHT FALLS BELOW SO LUX. HE MINIMUM ELEMENT -ON TIME" HALL BE 50 PERCENT FOR THE FLASHING MODE AND EQUAL NTERVALS OF 25 PERCENT FOR EA H SEQUENTIAL CHEVRON PHASE. THE FLASHING RATE HALL BE NO FEWER THAN 25 NOR MORE THAN 40 FLASHES PER MINUTE. APPLICATION FLASHING ARROW OR SEQUENTIAL CHEVRON MAY BE USED FOR STATIONARY OR MOVING LANE LOSURES. 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 (SPLAY SHALL NOT BE USED ON A TWO-LANE TWO-WAY ROADWAY FOR TEMPORARY ONE -LANE PERATION 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 RAFFIC SIGNALS MAY BE ALLOWED AT CERTAIN EQUIPMENT CROSSINGS WHERE THE VOLUME OF FILL MATERIAL AND THE NUMBER OF EQUIPMENT CROSSINGS PER HOUR IS HIGH. TRAFFIC IGNALS MAY BE ALLOWED AT CERTAIN BRIDGE CONSTRUCTION SITES WHERE A COMBINATION F ONE-WAY TRAFFIC AND HIGH TRAFFIC VOLUMES WOULD BE BEST SERVED WITH THIS TYPE OF TRAFFIC CONTROL.. LL TRAFFIC SIGNAL REQUESTS AND METHOD OF INSTALLATION ON THE STATE HIGHWAY YSTEM SHALL BE IN COMPLIANCE WITH THE MUTED AND MUST BE APPROVED BY THE STATE TRAFFIC ENGINEER. FLOOD LIGHTS WHEN NIGHTTIME WORK IS REQUIRED, FLOODLIGHTS SHOULD BE USED TO ILLUMINATE FLAGGER 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 ri.no n or rncrVcn QV no,Umr. TuontmU nc oonrtr, PAVEMENT MARKING IT IS INTENDED TO THE EXTENT POSSIBLE, THAT MOTORISTS BE PROVIDED MARKINGS WITHIN A WORK AREA COMPARABLE TO THE MARKINGS NORMALLY MAINTAIN -ED 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 rc- EDGE OF TRAVELED LANE P11111111111 '11111111111 DESIGN RUMBLE STRIPS MAY BE MADE OF ASPHALT PAVING MATERIAL, EPOKY AMD AGGREGATE OR OTHER SUITABLE MATERIAL WHICH WILL MAINTAIN A DESIRABLE RUMBLE EFFECT. THE RUMBLE STRIP SHOULD HAVE AN INSTALLED HEIGHT OF 5/B". 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 OR INTO ITS NORMAL PATH MERGING TAPER A MERGING TAPER REQUIRES THE LONGEST DISTANCE BECAUSE DRIVERS ARE REQUIRED 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 REQUIRED, 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 IIIGIIWAY SPEEDS. SHOULDER TAPERS A SHOULDER TAPER MAY BE BENEFICIAL ON HIGH-SPEED ROADWAYS WITH IMPROVED SHOULDERS THAT MAY BE MISTAKEN FOR DRIVING LANES (WHEN WORK IS OCCURING IN THE SHOULDER AREAS). IF USED, SHOULDER TAPERS APPROACHING THE ACTIVITY AREA SHOULD HAVE 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 5 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 SPEED FORMULA 40 MPH OR LESS L = _5' 0 45 MPH OR GREATER L = WS L = TAPER LENGTH IN FEET W n WIDTH OF OFFSET IN FEET 5 = POSTED SPEED LIMIT PRIOR TO WORK IN MPH TAPER LENGTH L (FEET( SPEED (MPH) S LANE WIDTH 10 FT it FT 12 FT 25 105 115 125 3D 150 165 160 35 205 225 245 40 270 295 320 45 450 495 540 50 500 550 600 55 550 605 660 65 650 715 760 70 700 770 B40 75 750 825 900 ROADSIDE SIGNS HEIGHT AND LATERAL LOCATION OF SIGNS RURAL AREA URBAN AREA TYPICAL FIRST SIGN AT CONSTRUCTION SITE ROAD WORK h MILE III I I' ArAU WITH TYPE "B" 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 SPEED LIMIT 45 LESS THAN 4B INCHES SIGN WIDTHS LESS THAN B INCHES MAY BE MOUNTED WITH ONE POST TYPICAL SIGN MOUNTINGS OTHER THAN POST MOUNTED TYPE III BARRICADE WITH SIGN TYPE III BARRICADE WITH SIGN AND DETOUR ARROW MINIMUM I FT ABOVE PAVEMENT ( 500E11 6.2 } PORTABLE AND TEMPORARY MOUNTING TYPE III BARRICADE WITH CHEVRONS TYPE II BARRICADE WITH PLAS IC DRUM WITH DETOUR ARROW OR SIGN CHEVRON OR SIGN GENERAL NOTES i. 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, IMUTCDP" AND THE STATE OF NEBRASKA SUPPLEMENT TO THE MUTED, 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 DF 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 REQUIRE THE USE, AND APPROVE THE LO- CATION OF ANY OF THE DEVICES SHOWN IN THESE PLANS. UNPROTECTED TEMPORARY AND POST MOUNTED SIGNS SHOULD BE CRASHWORTHY (REFER TO THE ROADSIDE DESIGN GUIDE, CHAPTER NINE, FOR ADDITIONAL GUIDANCE), R5 OCT,98 REVISE CHAVIZEDZATIOW DEVICES,TMER RT!E AUG.88 WOWDRDIG,NUREFLECTNRY REV. NO, DATE DESCRIPTION OF REVISION NEBRASKA DEPARTMENT OF ROADS STANDARD PLAN NO.920-R5 TRAFFIC CONTROL CONSTRUCTION AND MAINTENANCE OWya .: . DANIEL J. et ORIGINAL: Roadway Design Division 0 No= E 89 C v 11-4-48 SPEED LIMIT 60 R2 -I-24 END ROAD WORK 7haaA yea Dive Safely C20-20-40 )SEE NOTE 151 R2-111-24 500' - 1500' 250' - 500' 8 DO NOT PASS PASS WIIII CARE 4-1-2 4-2-2 120-4A-48 SPEED LIMIT 50 00 E 02-1-24 82-117-24 00' - 1000' ROAD WORK NEXT XX MILES 134-46 620.1-60 ABOVE TYPE III OAROCADE (SEE NOTE 51 IninSINT P41-170-48 0 (SEE NOTE 0) 120 -TA -48 SPEED LIMIT 60 P2 -I-24 15EE NOTE 171 R2-112-24 120 -IE -IT 11Th TYPE A FLASHING INURING LIGHT ROMPED /DOTE TYPE NI BARRICADE ASPHALT SURFACING OR FOG SEAL GENERAL NOTES )SEE SHEET 2 FOR ADDITIONAL NOTES) 1. SIGNS SHOWN ARE USUALLY FOR ONE DIRECTION OF TRAVEL ONLY, 13-4-41 SPEED LIMIT 60 R2-1-24 END ROAD WORK Td a ad yea Asa Sa/ /y R2-112-24 500' - 1500' G20-20-40 REE NOTE 151 DO NOT PASS PASS WITH CARE 4-1-2 R4-2-24 IEEE NATE 81 250' - 500' 8 120 -4* -4B SPEED LIMIT 50 P2 -I-24 R2.112-24 120-7A-48 500 - 1000'®� ROAD WORK NEXT XX MILES REDUCE SPEED IB -0C-48 G20-1-60 ABOVE TYPE ID BARRICADE (SEE NOTE 51 41-170-4 ARMOR COAT SURFACING 13-5-48 SPEED LIMIT 60 R2-1-24 SEE ROTE 121 R2-112-24 1 0 CM TYPE A FLASHING WARNING LIGHT UNTIED ABOVE TYPE III BARRICADE * SIGNS ARE SUBSIDIARY TO THE FLAGGING OPERATION. 2. WORK ZONE SPEED LIMITS SHOWN ARE TYPICAL APPLICATIONS ONLY, AND SHOULD ONLY BE USED WHERE CONDITIONS OR RESTRICTIVE FEATURES ARE PRESENT. 3. "FLAGGERS AHEAD SYMBOL" SIGN IW20-7A-491 SHALL BE USED WHEN A FLAGGER IS PRESENT, AND REMOVED WHEN NOT APPLICABLE. 4. TEMPORARY SIGNS OR SIGNS DESIGNATED BY THE ENGINEER TO BE TEMPORARY OR PORTABLE SHALL BE MOUNTED ON TEMPORARY SIGN STANDS THAT COMPLY WITH NCHRP 350 REQUIREMENTS, 5. G20-1-60 "ROAD WORK NEXT XX MILES" SHALL BE USED ON ANY CONSTRUCTION OR MAINTENANCE PROJECT LONGER THAN 2 MILES. 6. WHEN MESSAGE IS NOT PERTINENT, SIGNS SHALL BE TAKEN DOWN, COVERED DR FOLDED. TAPE WILL NOT BE PERMITTED ON THE FACE OF THE SIGN. 7, ORANGE FLAGS MAY BE USED TO CALL ATTENTION TO THE ADVANCE WARNING SIGNS. B. "DO NOT PASS" AND "PASS WITH CARE" SIGNS WILL BE INSTALLED AT THE BEGINNING AND ENDING OF EACH "NO PASSING" ZONE WHERE PAVEMENT HAS NOT BEEN MARKED. FOR ROADWAYS WITH ADTs OF 2.000 VEHICLES PER DAY OR LESS, THE TIME PERIOD BETWEEN COMPLETION OF THE WORK AND PLACEMENT OF THE PAVEMENT MARKINGS SHALL NOT EXCEED TWO WEEKS, FOR ROADWAYS WITH ADTs GREATER THAN 2,000 VEHICLES PER DAY, THE TIME PERIOD SHALL NOT EXCEED THREE CALENDAR DAYS, CONDITIONS PERMITTING. 9. WHERE TRAFFIC QUEUES ARE LONG AND FLAGGER VISIBILITY IS LIMITED. THE ENGINEER MAY REQUIRE AN ADDITIONAL FLAGGER, 10. "MILLED SURFACE" SIGN IW41-24-36) IS NOT REQUIRED FOR MILLED SURFACES LESS THAN 1000 FEET IN LENGTH OR FOR MILLED SURFACES THAT ARE NOT BEING OVERLAID WITH THE PROJECT. II. "ND PASSING ZONES NOT MARKED" SIGN IW25-6-48) SHOULD BE INSTALLED AT EACH END OF THE PROJECT WHENEVER THE EXISTING ND PASSING ZONE PAVEMENT MARKINGS HAVE BEEN REMOVED OR COVERED AND NO PASSING ZONE PAVEMENT MARKINGS ARE NOT INCLUDED IN THE PROJECT. 12, SPEED LIMIT SIGN IS NOT REQUIRED IF WITHIN 1500 FT OF A REDUCED SPEED AHEAD SIGN, T3-4-48 8 SPEE LIMIT 60 ENO ROAD WORK 777 77 Aire Nth/y G20-213-48 82-1-24 SEE NODE 151 P2-112-24 0' DO NOT PASS PASS WITH CARE 4-1-2 4-2-2 (SEE NOTE 8I T20 -4A-40 SPEED LIMIT 50 P2-1-24 P2 -IV -24 120 -TA 1000' ROAD WORK NEXT XX MILES T41-24-3 G20 -I-60 ABOVE TYPE III BARRIO (SEE NOTE 5) 841-178-40 MILLING 8 13-5-40 SPEED LIMIT 60 82-I-24 IS E NOTE 121 P2 -IK -24 120 -IE -48 TIM TYPE A FLASHING WARNING LIGHT MOUNTED ABOVE TIME III BARRICADE 13. WHENEVER FEASIBLE WORK ZONE TRAFFIC CONTROL PLANS SHOULD BE DEVELOPED TO ACCOMMODATE SPEED LIMIT REDUCTIONS NO GREATER THAN 10 MPH BELOW NORMAL CONDITIONS. 14, WORK ZONE SPEED LIMITS SHALL NOT BE INSTALLED WITHOUT A SPEED ZONE AUTHORIZATION COMPLETED BY THE DEPARTMENT, SEE WORK ZONE SPEED LIMIT NOTES ON SHEET 2. 15. A SPEED LIMIT SIGN ENDING THE REDUCED SPEED ZONE SHALL BE INSTALLED AT THE END OF EACH ZONE. 16. IF THE QUEUING OF VEHICLES ACROSS ACTIVE RAILROAD TRACKS CANNOT BE AVOIDED, A FLAGGER SHALL BE PROVIDED AT THE RAILROAD CROSSING TO PREVENT VEHICLES FROM STOPPING WITHIN THE RAILROAD CROSSING EVEN IF AUTOMATIC WARNING DEVICES ARE IN PLACE. AT NO TIME, WILL THE QUEUE FROM A FLAGGING OPERATION EXTEND ACROSS A RAILROAD CROSSING. 17. EARLY COORDINATION WITH THE RAILROAD COMPANY SHOULD OCCUR BEFORE WORK STARTS. 10. THE "00 NOT STOP ON TRACKS" SIGN IS OPTIONAL. IF USED, THE SIGN SHALL BE USED ON ALL APPROACHES TO A HIGHWAY -RAIL GRADE CROSSING WITHIN THE LIMITS OF A TEMPORARY TRAFFIC CONTROL ZONE. 19. PLACE TYPE II BARRICADES, REFLECTORIZED PLASTIC DRUMS, OR 42" CONES ON THE TRAFFIC SIDE OF THE DROP-OFF WHERE SUFFICIENT LATERAL DISTANCE EXISTS BETWEEN THE TRAVEL LANE AND THE DROP-OFF (DROP-OFF DETAIL ON SHEET 21. EVERY NILE IN DIRECTION MERE TIIEAE IS A OR@ -0T AT PAVENEIR EDGE 20, A TYPE III BARRICADE IS REQUIRED WHEN THE CHANGEABLE MESSAGE SIGN IS WITHIN 15 FT, OF THE SHOULDER. 21, A SHOULDER TAPER IS REQUIRED WHEN A CHANGEABLE MESSAGE SIGN IS INSTALLED ON A PAVED SHOULDER. 22. THE LEAD SIGNS ARE NOT NEEDED IF TWO PROJECTS ARE LESS THAN 1 MILE APART. THE "END CONSTRUCTION" SIGN (620-20-401 SHOULD NOT BE INSTALLED BETWEEN THE PROJECTS. 23. ON ARMOR COAT SURFACING, A "LOOSE GRAVEL" SIGN IW8-7-361 IS REQUIRED AT THE BEGINNING OF THE DAYS WORK AND SHALL REMAIN IN PLACE UNTIL THE LOOSE GRAVEL HAS BEEN SWEPT OFF, l0 -9A-36 SPEED LIMIT 50 112-1-2 P2-111- 4 ROAD WORK NEXT XX MILES 620-1-60 ABOVE TYPE III BARRICADE SEE NOTE 51 24, SIGN SIZES SHOWN ARE FOR TYPICAL SITUATIONS- REFER TO NEBRASKA SUPPLEMENT TO THE MUTCD FOR FURTHER SIZE INFORMATION. 25. REFER TO STANDARD PLAN N0, 920 FOR GENERAL INFORMATION NOT SHOWN, ALAAANN 841-111-4 SPEED LIMIT 60 P2-1-24 ENO ROAD WORK Maid Lica Ares Sa/dy C20-20-48 REE NOTE 151 R2 -IR -24 PLASTIC IRON OR 42" CONS AT 25 INTERVALS PLACED NEXT TO TRAVEL LATE THEN SHOULDER OROR-OFF EXCEEDS 2 INCHES REE 791E III SIIMLOEN TAPER REO'O ON PATO 91DULDER 8' WIDE OR GREATER SHOULDER WORK ADJACENT TO TRAVEL LANE 4 SPEED LIMIT 60 ?-IT E4 EENOTE 1--44 S 120 -IE -40 1171 TYPE A TASIIING 1ARHING LIGHT 00111150 ABOVE TYPE III BARRICADE LEGEND FLAGGER • REFLECTORIZED PLASTIC DRUM OR TYPE II BARRICADE D REFLECTORIZED PLASTIC DRUM OR 42" CONE TYPE III BARRICADE CMS CHANGEABLE MESSAGE SIGN ETO TAPER FORMULA L = S x W FOR SPEEDS OF 45 MPH OR MORE L t 60 2 FOR SPEEDS OF 4D MPH OR LESS. WHERE: L = MINIMUM LENGTH OF TAPER. S = NUMERICAL VALUE OF POSTED SPEED LIMIT PRIOR TO WORK. W a WIDTH OF OFFSET ILANE WIDTHL 10-7-36 MERE REQUIRED BY THE ENGIIEEII XM 1UMI G0 F 1113-I-18 18-11-30 121-2-30 IF USED, PLACE PRIOR TO FLAGGING SIGNS 113 -I -T0 IS -IA -30 T8 -9A-36 IS -11 EVERY NILE THERE THERE IS EVERY MILE 1NEAE REO'O A DROP-OFF AT TRAVEL EDGE 50 SHOULDER EDGE 125-6-48 1T -3A-30 15EE HDTV IU NEW ASPHALT SLYFEII 10151 051 NEXT X MILES 18-5-36 TB -SA -54 SIGHS INSTALLED A'S M INTARED BY OTHERS AS PER MATERIALS AHO RESEARCH DIVISION POLICY ADDITIONAL SIGNS USE WHERE APPLICABLE RH JAN. 10 PILOT CAR SIGN, FINE SIGNS E. NOTES 19.20.22 & 25 R7 NO/. 05 UPDATE TO 2.005 SUPPLEMENT REV. NO. DATE DESCRIPTION OF REVISION NEBRASKA DEPARTMENT OF ROADS STANDARD PLAN NO. 922-R8 TRAFFIC CONTROL FOR ASPHALT SURFACING FHP/A APPROVED: V v-t,C�f DANIEL WADDLE /3, /9 DOE Roadway Design 0 C '0 0 N 0 I- r. NOS OPTIONAL (SEE NOTE 18 SHEET 1 OF 2) ;t SPEED LIMIT 60 Fits DLE 82-1-24 END ROAD WORK Moak pa Dilers Safi/q G20-28-48 (SEE NOTE 15 SHEET 1 OF 2) R2-IWZ-24 t 00 NOT STOP ON TRACKS 15-1-48 8-8-30 C a W3-4-48 TWO-WAY TRAFFIC TAPER 50 TO 100 FT W20 -4A-48 SPEED LIMIT 50 FMES MOLE R2-1-24 R2-IWZ- 4 500' - 1500' 250' - 500' in 500'- 1000' 20-7A-48 ROAD WORK NEXT XX MILES W3-5-48 G20-1-60 ABOVE TYPE III BARRICADE (SEE NOTE 5 SHEET I OF 2) •PL'Yi FISES 021.10 MO VOISISS ;tem R41-178-48 ' t 00 NOT STOP ON TRACKS R15-1-48 R8-8-30 SPEED LIMIT 60 m. 000ELE R2-1-24 (S E NOTE 12 SHEET I OF 21 W20 -IE -48 R2-1WZ-24 WITH TYPE A FLASHING WARNING LIGHT MOUNTED ABOVE TYPE III BARRICADE WORK IN VICINITY OF RAILROAD CROSSING SK SIGNS ARE SUBSIDIARY TO THE FLAGGING OPERATION. OPTIONAL (SEE NOTE 18 SHEET 1 OF 21 W20 -7A-48 (AS REO'D) RI -1-30 20 -IA -48 CROSS RD. 1 ( /500 1500'h W20 -1A-48 RI -1-30 W20 -7A-48 (AS REM INTERMEDIATE FLAGGER (AS REQUIRED BY THE ENGINEER) MINOR OR MAJOR CROSS ROAD WITH FLAGGER INSTALL BELOW EXISTING STOP SIGN MINOR CROSS RD. l ( /) 500'. RI -H-30 TS -186-24 W20 -IA -36 WAIT FOR PILOT VDSELE , R1-1-30 TS -186-24 IA -36 INSTALL BELOW EXISTING STOP SIGN MINOR CROSS ROAD NO FLAGGER WITH PILOT CAR OPERATION G20-4-36 THE BOTTOM OF THE SIGN SHALL BE MOUNTED A MINIMUM OF 1 FOOT ABOVE THE VEHICLE'S ROOF. THE SIGN SHALL BE SECURELY COVERED OR REMOVED WHEN NOT IN USE. PILOT CAR SIGN WORK ZONE SPEED LIMIT NOTES A. WORK ZONE SPEED LIMITS SHALL NOT BE INSTALLED WITHOUT A SPEED ZONE AUTHORIZATION COMPLETED BY THE DEPARTMENT. B, REDUCED SPEED LIMITS SHOULD BE USED ONLY IN THE SPECIFIC PORTION OF THE WORK ZONE WHERE CONDITIONS OR RESTRICTIVE FEATURES ARE PRESENT. HOWEVER, FREQUENT CHANGES IN THE SPEED LIMIT SHOULD BE AVOIDED. THE REDUCTION OF SPEED SHOULD BE DESIGNED SO VEHICLES CAN SAFELY TRAVEL THROUGH THE WORK ZONE WITH A SPEED LIMIT REDUCTION OF NO MORE THAN 10 MPH UNLESS OTHERWISE NOTED IN THE PLANS. C. WORK ZONE SPEED LIMITS SHOWN ARE TYPICAL APPLICATIONS ONLY AND ARE NOT TO BE ASSUMED AS THE SPEED LIMITS REQUIRED FOR THE WORK) D. EXISTING SPEED LIMIT SIGNS SHALL BE REMOVED OR COVERED WHEN A REDUCED WORK ZONE SPEED LIMIT IS IN EFFECT IN THE SAME AREA. E. WORK ZONE SPEED LIMIT SIGNS SHALL BE INSTALLED EVERY MILE THROUGH THE WORK AREA WHEN SPEED ZONE IS REDUCED. F. A SPEED LIMIT SIGN ENDING THE REDUCED SPEED ZONE SHALL BE INSTALLED AT THE END OF EACH ZONE, 3:1 ACC FILLET TRAVEL LANE DROP-OFF GREATER THAN 2" 3:1 ACC FILLET SEE NOTE 19 (SHEET I OF 21 12' MIN. TRAVEL LANE SURFACED SHOULDER GREATER THAN 2' WIDE PLASTIC DRUMS OR 42" CONES AT 25 INTERVALS PLACED NEXT TO TRAVEL LANE WHEN SHOULDER DROP-OFF EXCEEDS 2 INCHES. DROP—OFF GREATER THAN 2 INCHES APPROXIMATE NI TAPER APPROXIMATE 1:1 TAPER DROP—OFF 2 INCHES AND LESS LEGEND Ern, FLAGGER • REFLECTORIZED PLASTIC DRUM OR TYPE II BARRICADE D REFLECTORIZED PLASTIC DRUM OR 42" CONE TYPE III BARRICADE CMS CHANGEABLE MESSAGE SIGN P50 R8 JAN. /0 PILOT CAR SIGN. FINE SIGNS & NOTES 19. 20, 22 & 25 R7 Na. 05 UPDATE TO 2005 SUPPLEMENT' REV. N0. DATE DESCRIPTION OF REVISION NEBRASKA DEPARTMENT OF ROADS STANDARD PLAN NO. 922-R8 TRAFFIC CONTROL FOR ASPHALT SURFACING FHWA APPRO EO r CZ vu ,L,f p 4ae DATE ORIGINAL: JUNE 3, 1980 DATE CROSS ROAD INTERSECTING CLOSED ROAD ROAD CLOSED R11-2-48 'W/TYP- A WARNING LIGHT MO'UTII ED ABOVE TYPE III BARRICADE ADDITIONA. TYPE III BARRICADES,/ MAY E USED AS NEEDED-- ROAD EEDED ROAD CLOSED ROAD CLOSED I HILES MEAD LOCAL !NARK ONLY RII-3A-6O TRAFFIC NOT ALLD TD TO CROSS CLOSED ROAD OR PLASTIC DRUMS AS NEEDED TO DELINEATE OPEN TRAVEL AREA CLOSED di tx q�_H - ROAD l�L l g ROAD CLOSED TD THRU TRAFFIC RII-2-48 RII-4-60 W/TYPE A WARNING LIGHT MOUNTED ABOVE TYPE III BARRIO DE ADDITIONAL TYPE I I BARRICADES MAY BE USED AS NEEDED o' R1-1-30 4/20 -IA -48 TRAFFIC ALLOWED TO CROSS CLOSED ROAD C LO o` ROAD CLOSED 811-2-48 ROAD CLOSED x HARES MEAO LOCAL BIOTIC ONLY RII-3A-60 OR ROAD CLOSED BEYOND JUNCTION CLOSED ITOAL3 BRIDGE OUT RII-2A-48 BRIDGE OUT x MILES AHEAD LOCAL WARM ONLY SEE NOTE SIDE ROAD { W20 -IA -48 SIDE ROAD * NORTH 13 66 WEST 10001 4- 150 150 DETOUR NORTH.' 66 4 COVER WITHt— W TOA"1 f TOWN ;TOWN 33 0±] 500' JUNCTION \ DETOUR] 113 1 {NORTH., 4, '66] SOO' COVER—/ SOO' * W20 -2D-48 ROAD CLOSED X HOES AHEAD LOCAL TRAFFIC ONLY OR BRIDGE OUT x AES MEAD LOCAL TRAFFIC ONLY RID -TA -CO 1111 -30-60 MOUNTED VER M4 -IOL -41 WITH TYPE A WARMING LIGHTS MOUNTED ON TYRE III BARRICADE --CO 'ER CATH (11 'irGTDiWIU %x] 4 I OWN WA TOW -N Ax .i( * (XX! CLOSED TO XX XX USE HWY XX & XX TO XXXX USE WHERE APPLICABLE JUNCTION AETOUGI NORTH':\,66/f 116/ 13/ L J 113 ME0-3A- 46 N/TYPE G WARNING LIGHT MOUNTED ABOVE TYPE III BARRICADE * COVER SIGN COVERS OVERT REFLECTIVE MATERIAL SHALL BE INSTALLED WITH SPACERS TO PREVENT DAMAGE NOTES I. SIGNS SHOWN ARE USUALLY FOR OUE DIRECTION OF TRAVEL OTIL'T 2 ALL SIGNS SHALL BE INSTALLED. MAINTAINED IN A CLEAN CONDITION AND REMOVED BY THE CONTRACTOR EICEPT SIGNS WHICH SHALL BE INSTALLED AND MAINTAINED BY THE DEPARTMENT OF ROADS OR APPROPRIATE GOVERNMENT AGEINCY. 3 WHEN MESSAGE IS NOT PERTINEIIT, SIGNS SHALL HE TAKEN DOWN. COVERED OR FOLDED TAPE IS NOT PERMITTED ON THE FACE OF THE SIGN. 4. VEHICLES OR EQUIPMENT SHALL NOT BE PARKED SO AS TO OBSCURE OR DISTRACT FROM TRAFFIC CONTROL DEVICES. 5 FLAGS MAY BE USED TO CALL ATTENTION TO WARNING SIGNS 6. WHEN APPROPRIATE THE SIGN RII-2B "BRIDGE OUT' MAT BE USED INSTEAD OF Ri1-2 "ROAD CLOSED" T BARRICADE AND SIGN MAY BE PLACED ALONG EDGE OF ROAD IF NEEDED FOR LOCAL TRAFFIC. 8. REFER TO STANDARD PLAIT NO. 920 FOR GENERAL INFORMATION NOT SHAWN. ROAD CLOSED AT JUNCTION ROAD CLOSED RII-2-48 { LEGEND (FE III BARRICADE TYPE II BARRICADE OR REFLECTORIZED PLASTIC DIANM SIGN LJ FLAGGER LI CODE * INSTALLED BY OTHERS TAPER FOR'1ULA L , S . V FOR SPEEDS OF 45 MPH OR MORE L - GO FOR SPEEDS OF 40 MPH OR LESS. WHERE: L = AI1I111.IUFI LENGTH OF TAPER NUMERICAL VALUE OF POSTED SPEED LIMIT PRIOR TO WORK. „ = WIDTH OF OFFSET ILAIIE WIDTH} M4-10-48 REV. 11C DATE DESCRIPTION GE REVISION IIEDR A SEA DEPARTMENT OF ROADS STANDARD PLAN NO.923 TRAFFIC CONTROL ROAD CLOSURE Ili APPROVED: AD l cin AUGUST TgSe DOTE '1 I I C 0 8 rr 9 0 OoDK to W20-1-48 A A W20-4-48 T 100' MAX. — 2S SPACING W20 -7A-36 OPTIONAL SINGLE FLAGGER OPERATION 20' SPACING A W20-4-48 W20-1-48 ONE LANE CLOSED WITH FLAGGER W20 -1A-48 10' MIN. - " ® R8 -3A-24 AS REQUIRED TO PROHIBIT PARKING 16 L A OR / W20 -IA -48 1021-5-48 SHOULDER OR PARKING LANE CLOSED ENO ROAD WORK n4mA y.. And✓4 W20 -IA -48 A nm ROAD WORK A.iS yrn. Oda 04M1q 20-28-48 I I • I t t L A W4 -2R-48 W20 -SRA -48 A W20 -IA -48 LANE CLOSED NEAR INTERSECTION (RIGHT LANE CLOSED) W20 -1A-48 A /2L I I•. 10' MIN, -� .p END ROAD WORK A.., r= an. s✓,y 020-28-48 .f R4-7-24 - 10' MIN, R8 -3A 24 AS REQUIRED TO PROHIBIT PARKING R4-7-24 ERD ROAD WORK A,., s..4 nn. 0.ny G20-28-48 W20 A 4\ A W20-5CA-48 A / It W20 -1A-48 WORK IN CENTER OF ROAD WITH LOW TRAFFIC VOLUMES (I'D ROADWORK &inA16y.. .A, SAN G20 -2B-46 :ICI EAD ROAD WORK A4 Dthf.,, .t./.y OR W1 -4L-48 W1 -3L-48 [j W13-1-24 XX W)3-1-24 AND ABOVE AND BELOW G20 -2B-48 3 -LANE ROADWAY ONE LANE CLOSED ROAD CLOSED ROAD CLOSED Q1� 41 01101101 4®1 W20 -1A-48 010 ROAD WORK ,..,,.. Dela SAN 020-20-4 iIt IDE1011i.J NORTH' A D€iDO, A ADEAD -- W20 -2A-48 W20 -3A-48 ROAD CLOSED AT DETOUR TWO-WAY LEFT TURN LANE CLOSED ROAD CLOSED R11-2-48 IDBORI 1E571 /200' kJ s D 20-38-48 20-3C-48 ROAD CLOSED 0 E° ,rv, R11 -3A-60 M4 -10L-48 SD IDDoail 1,t ROAD CLOSED BEYOND DETOUR NOTES LEGEND -'® FLASHING ARROW PANEL TYPE THREE BARRICADE ® RETRO-REFLECTORIZED PLASTIC DRUM .A 42" RETRO-REFLECTORIZED CONE C) REFLECTORIZED PLASTIC DRUM OR 42" RETRO-REFLECTORIZED CONE SINGLE POSTED SIGN DOUBLE POSTED SIGN p-+ FLAGGER 00X0 PAVEMENT MARKING REMOVAL TAPER FORMULA L = MERGING TAPER L/2 = SHIFTING TAPER L/3 = SHOULDER TAPER L = W x S FOR SPEEDS OF 45 MPH OR HIGHER L = Bp FOR SPEEDS OF 40 MPH OR LOWER L = MINIMUM LENGTH OF TAPER S = NUMERICAL VALUE OF POSTED SPEED LIMIT PRIOR TO WORK W = WIDTH OF OFFSET 1. ALL BARRICADE AND SIGN LOCATIONS ON THIS PLAN ARE APPROXIMATE, AND MAY BE 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 REQUIRED ON ALL ROADWAYS WITH POSTED SPEED LIMIT 45 MPH OR HIGHER. THE USE OF A FLASHING ARROW PANEL IS OPTIONAL ON ROADWAYS WITH A POSTED SPEED OF 40 MPH OR LOWER, 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 ALLOWS, A SOLAR POWERED ARROW PANEL MAY BE USED. 5. FOR SHORT-TERM WORK (LESS THAN 24 HOURS) SIGN G20 -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 (5). WHERE CHANNELIZING DEVICES ARE USED ALONG THE WORK AREA, THE SPACING MAY BE INCREASED TO THE DISTANCE IN FEET EQUAL TO THE SPEED LIMIT, DOUBLED (2 W 5), SEE "TAPER FORMULA" TABLE FOR MORE INFORMATION. 7. FOR LANE CLOSURES OVER 48 HOURS, REMOVE CONFLICTING PAVEMENT MARKINGS OR COVER EXISTING DURABLE PAVEMENT MARKINGS WITH TYPE II BLACK TEMPORARY PAVEMENT MARKING TAPE, 8. DESIGNATION OF SPEED SHOWN ON ADVISORY SPEED SIGNS W13-1 SHALL BE DETERMINED BY THE ENGINEER IN ACCORDANCE WITH MUTCD. THE SPEED DESIGNATION SHALL BE AS HIGH AS PRACTICAL AND FEASIBLE. ROAD TYPE MINIMUM DISTANCE BETWEEN SIGNS A URBAN (LOW SPEED - 25 MPH TO 40 MPH) 100' URBAN (HIGH SPEED - 45 MPH OR HIGHER) 350' REV. NO. DATE DESCRIPTION OF REVISION NEBRASKA DEPARTMENT OF ROADS STANDARD PLAN NO.924 TYPICAL URBAN TRAFFIC CONTROL PLAN _EHWA APPROVED: //// 7 /2 n f i DATE ORIGINAL: FEBRUARY I. 2010 DATE i—t w—i 000'— END ROADWORK n...• sa Min War G20-28-48 \(OPTTIONAR (OPTIONAL) I W20 A 4\ A l A W20-SLA-4� AA W4 -2L-48 END ROAD WOR VK,. s.ny G20-28-48 KEEP RIGHT R4-78-16 W20-14-48 A A TEMPORARY PAVEMENT W20 -IA -48 MARKING W4 -2R-48 W20-5RA-48 W20 -)A-48 AIAIAI I ., ..W KEEP ./i W20 -1A-48 R4-78- 8 R3-2-24 (OPTIONAL) L w,.. 620-28-4-4 8 ^' 8 W20-5LA-46 z' END ROAD WO00 ...1 s.,o nn. ary G20-28-48 W20 -IA -48 4 LANE UNDIVIDED ROADWAY CENTER LANES CLOSED NEAR INTERSECTION LEGEND "® FLASHING ARROW PANEL TYPE THREE BARRICADE 0 RETRO-REFLECTORIZED PLASTIC DRUM 0 42" RETRO-REFLECTORIZEO CONE (J REFLECTORIZEO PLASTIC DRUM OR 42" RETRO-REFLECTORIZED CONE SINGLE POSTED SIGN DOUBLE POSTED SIGN a--' FLAGGER 0000 PAVEMENT MARKING REMOVAL TAPER FORMULA L = MERGING TAPER L/2 = SHIFTING TAPER L/3 = SHOULDER TAPER L W x 5 FOR SPEEDS OF 45 MPH OR HIGHER L = 60 FOR SPEEDS OF 40 MPH OR LOWER L = MINIMUM LENGTH OF TAPER S = NUMERICAL VALUE OF POSTED SPEED LIMIT PRIOR TO WORK W = WIDTH OF OFFSET Elm ROAD WORK n..A A7, Wen S41,44 END ROAD WORK =7: AI„ gilt, 020-2B-48 KEEP A RIGHT R4-78-24 820-04-48 A I, 3 -TL -30 48 G20-28-48 t 20-5LA-48 W20 -1A-48 LANE CLOSED NEAR INTERSECTION (LEFT LANE CLOSURE FORMING A TURNBAY) (0000] J ROAD CLOSED RII-2-4 A R3-2-24 (OPTIONAL) ik W20 -IA -48 ROAD 0.05E0 to 01100 TRAFFIC R11-4-60 A END ROAD WORK n..4 n. 0- s:r G20-20-48 EDO ROAD WORE n... y,. n",. silo) 620-28-48 NEEP RWHT R4-78- 8 820-14-4 /A I/ ! inn 011 4 LANE DIVIDED ROADWAY CENTER LANES CLOSED NEAR INTERSECTION L 4, gign W20 -1A-48 I. END 0000 WORA i1.*. i. 0,', hi✓i G20-28-48 A . W4 -2L-48 A 20-2A-48 4,ljt, W20 -3A-46 ROAD CLOSED AT DETOUR (OPTIONAL LANE CLOSURE) O W20-14-48 A RA -48 W4 -2R-46 W3-0-48 I/2 L OPTIONAL LEFT TURN ,I LANE CLOSURE E10 ROAD *000 n..1 fa Who s.ny G20 -2B-4 R1-1-36 RI -3-24 A /1 W20 -1A-48 W3-1-48 END ROAD WORN G20-28-48 END ROAD WORK r.. mnn any W20 -IA -48 DIVIDED ROADWAY ONE LANE CLOSED STOPI A-48 RI -1-36 RI -0-24 OPTIONAL LEFT TURN k L LANE CLOSURE 4-2R-48 W20-5RA-48 8(20 -IA -48 TEMPORARY 4 -WAY STOP FOR SIGNAL WORK REV. NO. DATE DESCRIPTION OF REVISION NEBRASKA DEPARTMENT OF ROADS STANDARD PLAN N0.924 TYPICAL URBAN TRAFFIC CONTROL PLAN FHWA APPROVED: /0r l'/2.00? 040E ORIGINAL: FEBRUARY 1.2010 DATE Roadway Design Olv 0 0 wno owo Dow 0 0 0 ROAD CLOSED R11 -2-4B ROAD CLOSED R11-2-48 M4 -10R-40 ROAD CLOSED BEYOND DETOUR W20 -IA -48 O A W20 -SLA -48 A TRIO ROAD RANK Am G20 -2B -4B W4 -2L-48 KEEP RIGHT /z 44 W20 -1A-48^ A 1 W20 -1A-46 A Elm ROAD ROOK 20-28- t t >3-7R-30 WRs' A /W9 -3L-48 A /W20 -IA -48 LANE CLOSED NEAR INTERSECTION (RIGHT LANE REMAINS OPEN) OR W1 -4R-48 WI -3R-48 WI -BR WI3-1-24 IX%I W13-1-24 35 MPH 30 MPH 25 SPACING AND ABOVE AND BELOW XX R3-2-24 R4 -7B-18 (OPTIONAL) A R3-)-2 TEMPORARY WHITE PAVEMENT MARKING _ 2' DASH - 6' GAP W20 -1A -4B I A R3-2-24 (OPTIONAL) (lID ROAD WORK 1Ta4 pe. 0 gm, 020-2B-4 WI -BL L 4 I 20 -IA -IB A W2 _ _y\ 48 IXXI OR 4L-48 W13-1-24 IXX 1-3L-48 W13-1-24 35 MPH 30 MPH AND ABOVE AND BELOW W20 -1A-48 4 LANE UNDIVIDED ROADWAY TWO LANES CLOSED NEAR INTERSECTION LEGEND -'® FLASHING ARROW PANEL TYPE THREE BARRICADE ® RETRO-REFLECTORIZED PLASTIC DRUM a 42" RETRO-REFLECTORIZED CONE REFLECTORIZEO PLASTIC DRUM OR 42" RETRO-REFLECTORIZED CONE T SINGLE POSTED SIGN -- DOUBLE POSTED SIGN e--• FLAGGER ROOD PAVEMENT MARKING REMOVAL TAPER FORMULA L = MERGING TAPER L/2 = SHIFTING TAPER L/3 SHOULDER TAPER L W x S FOR SPEEDS OF 45 MPH OR HIGHER L = 6p FOR SPEEDS OF 40 MPH OR LOWER L = MINIMUM LENGTH OF TAPER 5 = NUMERICAL VALUE OF POSTED SPEED LIMIT PRIOR TO WORK W WIDTH OF OFFSET W20 -1A-4 W20 -SLA -4 W4 -2L-48 (RD ROAR WDDl n... yDa 0'A' afe , IL G20-28-4 A W20 -IA -4B W20 -IA -48 KEEP RIGHT R4-7 A KEEP RIGHT R4 -7B-18 R3-2-24 (OPTIONAL' KEEP a RIGHT R4 -7B -IB Leg R3-2-24 18 (OPTIONAL) KEEP RIGHT R -7B-10 A I W20 -IA -9B TEMPORARY YELLOW PAVEMENT MARKINGS 2' DASH 6' GAP 4" DOUBLE YELLOW CENTERLINE OR I1 WI -4R-48 I%X WI3-1-24 35 MPH AND ABOVE A I XX I -3R-46 W13-1-24 30 MPH AND BELOW CONTINUE AT 25 SPACING WHERE OROP-OFF EXIST NEXT TO TRAVEL WAY .7r. _--- TEMPORARY WHITE PAVEMENT MARKINGS 2' DASH 6' GAP 0 I• 0 0 25 SPACING W20 -IA -4B A I 20-1A-48 W20 -1A-48 R3-2-24 (OPTIONAL) EEO ROADWORK Masa yea Dein Safe, G20-20-48 l/z ROOT OR R3 -7R-30 U WI -4L-48 v WI -3L-48 Ixxj W13-1-24 %% W13-1-24 35 MPH 30 MPH AND ABOVE AND BELOW 4 -LANE DIVIDED HALF CLOSED W20-5RA-4B W20 -IA -48 W20 -1A-48 A W20-5LA-4>'- A A W4 -2L-48 /2 L TO L 1 4 25 SPACING (IID NDAD WORK n...90a 04..9,4 G20 -2B-46\ 1 G20 -2B-48 W1 -BR OR -4R-4B " W1 -3R-48 WI3-1-24 �Xx W13-1-24 35 MPH 30 MPH AND ABOVE AND BELOW b A 1 A t t --' W20-5RA-48 I -4L-48 "WI -3L-48 XX W13-1-24 1..).11 1413-1-24 35 MPH 30 MPH AND ABOVE AND BELOW 4-2R-48 I A • 1 W20 -1A -4B 4 -LANE UNDIVIDED 2 LANES CLOSED REV. NO. DATE DESCRIPTION OF REVISION NEBRASKA DEPARTMENT OF ROADS STANDARD PLAN NO.924 TYPICAL URBAN TRAFFIC CONTROL PLAN ��,EHWA APPROVED: 11x"—. P-- JI/(7/Z0o9 ORIGINAL: FEBRUARY I. 2010