Loading...
HomeMy WebLinkAboutM-330(81)STREET WIDENING 7th STREET - Burlington Ave. to Bellevue Ave. M-330(81) tit war , f ,,a IIIIt iPP 4:1 ram1111 nidi-:) I..III 1! IN,LII�II•1W.fi=1 -I 1111 real 211111 :1111111 ItilF,47 _ IIIIIIIri-Jj ►_A J01111:11111111U1111111111.'i J ■7, III111i11I1•....... e_a_cii111d MIS =:q '-=111111111 �1 MMEIIIII =IM Mil IN ===MI �__l ; �a-■=". --���� .. -C -I III -tri=r a' la* -_---_�-■��1111 1,/ ■��11 =I Illi --•�- �- cru IN 111,===1,•11•1• ■��.owi =-'e G�1111���=1�_�_c! ,,,AIA„ _ CaAll A{'='�*It, �� TIwGllwwly ....am�_..-. ::L'u'■iii• Ili infill In o.B=EB= 1�1�16 i Kmpmamm0=.. _ 7 ��-�I •Ihi� i li 1111 DMHO l 111011 ®[D:1o�_III]IIII E L. 1' � ml 11110]mml 71 m110mmMIZ �Iiiii" lel: ural ®101010011;=nin16,101,111,:15111111111111 �1 II❑1❑❑❑10010 1111 LialiEu❑O� t =MIMES I 1 _��■ 1i Irl--�� iii �IIIIFl .,111 -------------- •1•• m m U I& 1111 _ n -. m 11111111�11ILII'IIII111uhI1 m CIO einsuiLAS igs! ® Scale: None North Lam, . , r--: ti-"" `s4\ ��.xliii&i_igliglidettelanalaninitilne I ,.xu-. . ! Project Location INDEX OF SHEETS SHEET NO. 1 SHEET NO. 2 SHEET NO. 3-4 SHEET NO. 5-7 SHEET NO. 8-9 SHEET NO. 10 SHEET NO. 11-13 STANDARD PLANS COVER SHEET GENERAL NOTES & DETAILS REMOVAL PLAN CONSTRUCTION PLAN STORM SEWER PLAN STRIPING PLAN CROSS SECTION PLAN 301-R10 PAVEMENT DETAILS 303 CURB RAMPS 329-R9 8-16 INCH CONCRETE PAVEMENT 443-R8 CURB INLETS & JUNCTION BOX 502 SILT FENCE DETAILS 912-R4 TRAFFIC SIGNAL POLE DETAIL 920-R5 TRAFFIC CONTROL CONSTRUCTION & MAINTENANCE 923 TRAFFIC CONTROL ROAD CLOSURE 924 TYPICAL URBAN TRAFFIC CONTROL PLAN LEGEND O • 0 Spot Elevation Utility Pole Control Point - Nail Set Control Point - Temporary Wood Hub Set Deciduous Tree Coniferous Tree Manhole Fire Hydrant Water Valve Gas Valve Hastings City Surveyor z zs oi<< Date / Light Telephone Box Electrical Junction Box Contour Line _•-•-•-•-•--._._._._•- Flowline - - - - - - - - - - - - - Property Line CALL BEFORE YOU DIG DIGGERS HOTLINE OF NEBRASKA 1-800-331-5666 06 t Hastings CitEngineer SUMMARY OF QUANTITIES ITEM NO. DESCRIPTION ESTIMATED QUANTITIES UNIT 1 Mobilization 2 Remove Storm Sewer Inlet Walls & Floor 3 Remove Storm Sewer Inlet Walls & Throat 4 Remove 18" R.C.P. Storm Sewer Pipe 5 Remove Pavement 6 Remove Barrier Curb 7 Remove Concrete Parking Lot 8 Remove Concrete - Alley Approach 9 Remove Driveway 10 Remove Sidewalk 11 Remove Light Pole Base 12 Remove Traffic Signal Pole & Base 13 Saw Cut 14 Cold Milling 31/4" 15 hydrated Lime 16 PG Binder 64-34 17 Tack Coat 5511-1 18 Build 8" P.C.C. Pavement, 478-3500 19 Build 5" P.C.C. Sidewalk, Class 4713-3500 20 Install Detectable Waming Panel (Panel supplied by City) 21 Build 8" P.C.C. Pavement, 4713-3500 (for Alley) 22 Build Asphaltic Pavement, Type SPR 23 Build 6" P.C.C. Driveway, 478-3500 24 Build 18" Stonn Sewer Pipe - R.C.P., Class 111 25 Build 15" Storm Sewer Pipe - R.C.P., Class III 26 Build Curb Inlet Plan 443-R8 27 Build Junction Box with 6" Reinforced Lid 28 Build Grate Inlet 29 Adjust Valve Box to Grade 30 Adjust Manhole to Grade 31 Build Traffic Signal Foundation Plan 912-R4 32 Build Traffic Signal Pole CMP -2 40' Mast Arm Plan 912-R4 33 Build 2" SCH 40 PVC Conduit in Trench 34 Build #8 Bare Copper Wire 35 Traffic Signal Wire, 12/C # 14 AWG IMSA 19 or 20 36 Connection of all Electrical Devices for Functional System 37 Reinstall Salvaged Traffic Signals & Pedestrian Signals 38 Remove Existing Striping 39 4" White Preformed Pavement Marking, Type 4 Grooved 40 4" Yellow Preformed Pavement Marking, Type 4 Grooved 41 Left Turn Arrow, Preformed Pavement Marking, Type 4 Grooved 42 Right Tum Arrow, Preformed Pavement Marking, Type 4 Grooved 43 Straight Through Arrow, Preformed Pavement Marking, Type 4 Grooved 44 Curb Inlet Sediment Filter 45 Furnish & Install Silt Fence, Low Porosity 46 Barricades, Signage & Traffic Control Date 1.0 LS. 2.0 Each 2.0 Each 16.0 LF. 340.7 S.Y. 254.0 LF. 396.3 S.Y. 32.4 S.Y. 80.0 S.Y. 1,868.9 S.F. 2.0 Each 1.0 Each 1,309.3 LF. 2,082.0 S.Y. 4.28 Tons 24.74 Tons 520.5 Gallons 905.5 S.Y. 1,015.0 S.F. 4.0 Each 39.6 S.Y. 428.0 Tons 58.5 S.Y. 64.0 LF. 26.0 LF. 3.0 Each 2.0 Each 1.0 Each 7.0 Each 3.0 Each 1.0 Each 1.0 40.0 200.0 200.0 1.0 1.0 811.0 438.0 1,302.0 1.0 Each LF. LF. LF. L.S. LS. LF. LF. LF. Each 2.0 Each 1.0 Each 4.0 Each 280.0 LF. 1.0 LS. ACITY OF HASTINGS, ENGINEERING DEPT. 00 Project Street Widening 7th Street - Burlington Ave. to Bellevue Ave. Proj. No. M-330(81) Description TITLE SHEET Design By R.G.D. Drawn By B.B. Dote 2/2014 Approved By Contractor Dm. No. 1 of 13 CONTRACTOR'S NOTE 1. Payment will be made for actual field quantities utilized and shall show precedence over contract estimated quantities. 2. Locations of all manholes and valves will be tied off and recorded prior to any work by the Contractor. Manholes will be kept covered and kep clean throughout duration of the project. 3. All drives and approaches will be asphalted back, as directed by Engineer in field. 4. It will be the responsibility of the Contractor to dispose all pavement removal. 5. Contractor will be required to notify property owners a minimum of 24 hours prior to any work being started, so cars, etc. can be moved. 6. Contractor will lay new asphalt surface in a two lift process. Unless otherwise specified by plans or Engineer. 7. Contractor will be required to have all utilities located prior to start of work. 8. Contractor shall drop curb at intersections and drives for installation of handicap ramps and sidewalk. Location to be determined in field by Engineer. 9. Contractor will take extra care to protect all survey markers, located in street, during construction. 10. Care will be taken to salvage existing manhole rings and covers and keep sets matched together. 11. Where pavement is milled, apply courses as specified to thickness as outlined on the plans or as specified in field by Engineer. 12. Remove Existing Striping quantity shall consist of sandblasting or grinding to remove existing paint prior to installing Preformed Pavement Markings. NOTES: General Notes and Details NOTES: The embankment and subgrade shall be adjusted to conform to the lines and grades on the plans in accordance with Section 205 and 302 of the 2007 Standard State Specifications and its supplements. The upper six (6) inches of the subgrade shall be scarified, mixed and recompacted to the following compaction requirements: Percent Density Moisture Minimum Requirements Maximum 95 Min. Opt. -3% Opt. +3% Areas not meeting specified moisture density test requirements shall be removed and recompacted at the Contractors expense. All subgrade compaction and water necessary for subgrade construction shall not be paid for directly but shall be considered subsidiary to the items of the contract. Excavation, backfilling, and sawing control joints, keyway, tie bars, dowel pins, and rubberized joint sealant shall be considered subsidiary to the unit price per square yard of pavement. Laying, compacting and finishing of Asphalt shall be in accordance with sections 503 and 1028 of the 2007 Standard State Specifications and Supplemental Specifications. Base Lift will consist of 2" Type SPR Asphaltic Concrete Pavement Top Lift will consist of 1 1/2" Type SPR Asphaltic Pavement Concrete sub -base may require 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 Project will be sawed prior to installation of Base Lift. Contractor shall use caution not to damage driveways during the removal of existing asphalt. Top Lift of Asphalt shall cover the flow lines of the gutters in the street, unless specified otherwise on site. Extra care will be taken to maintain water flow. Contractor is responsible to place Asphalt inset into driveways where needed. Contractor shall mill down to concrete sub -base Contractor shall use extra care when moving heavy equipment over and around this project the concrete base will not withstand heavy weight. ** SEE DETAIL 1 1 1/2" Top Lift 2" Base Lift Concrete Subgrade 30" Typical Section of Existing Streets 3 1/2"Existinge to be Removed SLOPE 2% Varies 611 • • • • 31 7th Street Lexington to Bellevue No Scale Concrete Subgrade 3011 Proposed Section SLOPE 2% Varies 611 40' to 52' Varies 7thStreet Lexington to Bellevue No Scale c 1 Detail 1 3 1/2" A�jilled der ///////40, /®%®//////////.®////®/////®/®/®/////®.®�,%ii`\\\��\� <1 5 I. y. /1.c. /. ., < 4 4 No Scale „mei?(rPtriu rat 4‘&9 4))Ql CSSIOq� ®a2<'\moo ooaaaoaavapA b u Oare n aa{ i bl:vi'>L °u?" ^'?2: WACKER _. Vy.:a E-50•30 of -7 v` o fixCITY OF HASTINGS, ENGINEERING DEPT, 0 Project Street Widening 7th Street - Burlington Ave. to Bellevue Ave. Proj. No. M-330(81) Description General Notes and Details Design By R.G.D. Grown By B.B. Dote 2/2014 Approved akr Af Contractor Dm. No. 2 of 13 Begin Cold Milling: Sta. 99+56.34 31' 20' NORTH Scale: 1"=20' 9' 20' 40' 60' 3 End Cold Milling: Sta. 103+95 100+.00.'.'. • ................................................. .. .. . ....................•. .................................. ''............................... '.:.""""':..'.'..' ..:....:.:........Saw. .-.................:........-........................... �...................... A.._ • • Ate y__ 11.i* a :: Conc. Sidewalk Removed by others 1 co • • O Se 11, 1 r az^RCP 104+00 _ . Removed by others. • .............. t CO Remove Pavement Remove Alley & Driveway Remove Sidewalk Remove Parking Lot Cold Milling Rock Drive .x Aar .11M, O x SAW CUT Station to Station Side Lin. Ft. 100+12.5 12'RT to 100+12.5 46'RT RT 37.0 100+12.5 12'RT to 103+95 12'RT RT 382.5 103+95 12'RT to 103+95 23' RT RT 11.0 REMOVE PAVEMENT Station to Station Side Sq. Yds 100+12.5 to 103+95 RT 259.2 103+12.92 to 103+17.5 RT 20.0 REMOVE CONCRETE ALLEY APPROACH Station to Station Side Sq. Yds 101+51.59 to 101+86.5 RT 32.4 103+12.92 to 103+17.5 RT 20.0 REMOVE DRIVEWAY Station to Station Side Sq. Yds 101+86.5 to 102+16 RT 26.35 103+12.92 to 103+17.5 RT 20.0 Conc. Sidewalk Removed by others Proposed Back of Curb �!'Y:IMafi� go 0 REMOVE SIDEWALK Station to Station Side Sq. Feet 100+18 to 100+31.07 RT 200.0 103+12.92 to 103+17.5 RT 20.0 0 ♦ al N 2 REMOVE STORM SEWER INLET WALLS & FLOOR Station to Station Side 0 102+94 16' RT 16' RT Salvage Floor of Box REMOVE STORM SEWER INLET WALLS & THROAT Station to Station Side Notes 02 103+10 16' RT Salvage Floor of Box N 6 .4; Air SAS re e Vacated Lexington A Removed by others o. \ Proposed D iveway x Existing Joint td II REMOVE 18" RCP STORM SEWER PIPE Station to Station Side Lin. Ft. 10 102+94 to 103+10 RT 16.0 COLD MILLING Station to Station Side Sq. Yards 99+56.34 to 103+95 LT & RT 2082.0 ®O[[�� Q�193t e• I0� ` se�An AnmA vu A a gif-14,1 DAn L E : V p 5O;O a� ° I g° I®e el ACITY OF HASTINGS,. ENGINEERING DEPT. 0 0 Project Street Widening 7th Street - Burlington Ave. to Bellevue Ave. Proj. No. M-330(81) Description Removal Plan Design By Drawn By R.G.D. ate 2/4/2014 Contractor B.B. Approved ti f Dm. No. 3 of 13 II 1 II II I I I 20' End Cold Milling: Sta. 103+95 NORTH Scale: 1"=20' 9' 20' 40' 60' •••.•.•••.• ••.• .•..•..•..••.••.• _._ - ..42' ROP ..'.'.'.'.':.'.'.'.'.'...'.'.':.'.'.'.'.'.'.':.'.. f04+00 ...... ..•Manhole'.'.'.': .'.......... ............. . ... ..... /ex& fe , . O ma A, rr T x x 1 Existing Joint 38' 1 0, 11 Vacate Removed by others - i O ..I + Ex Joint :Transition :from 3.2' to 2 + 41.27t ArAlr- rir/A CC (V 1051.00_ 7th Street 4 06+00 x Proposed Back of Curb x T N Saw Cut i:YGlw'GiGwi x ........mss1&. _Ei j 42' RCP II II II iJ x x 107+00 I Light & Light Pole Removed and - Salvaged by others. Base to be I Removed on this contract. Proposed Drive ay Remove Pavement Remove Alley & Driveway Remove Sidewalk Remove Parking Lot Cold Milling Barrier Curb to be removed. Property Line SAW CUT Station to Station Side Lin. Ft. 103+95 to 104+32.7 RT 37.7 104+32.7 to 104+47.5 RT 14.75 104+47.5 to 107+00.4 RT 275.85 106+98 to 107+00.4 RT 2.4 104+10 to 106+79.6 RT 271.1 106+79.6 to 106+86.6 RT 7.0 REMOVE BARRIER CURB Station to Station Side Lin. Ft. 104+10 to 105+71.2 RT 161.2 106+02.7 to 106+79.6 RT 76.9 106+79.6 RT 15.9 REMOVE SIDEWALK Station to Station Side Sq. Feet 103+98.7 to 105+69.5 RT 892.3 106+04.1 to 106+98 RT 756.6 REMOVE DRIVEWAY Station to Station Side Sq. Yds 105+62 to 106+12.7 RT 53.65 106+22.67 RT 1.0 Light & Light Pole Removed and Salvaged by others. Base to be Removed on this contract. to REMOVE CONCRETE PARKING LOT Station to Station Side Sq. Yds 104+10 to 106+79.6 RT 396.3 106+22.67 RT 1.0 REMOVE PAVEMENT Station to Station Side Sq. Yds 103+95 to 107+00.4 RT 81.5 106+22.67 RT 1.0 REMOVE LIGHT POLE BASE Station Side Each 104+59.88 RT 1.0 106+22.67 RT 1.0 REMOVE STORM SEWER INLET WALLS & FLOOR Station to Station Side Q 104+25 26' RT 26' RT Salvage Floor of Box * Salvage Signals and Accessories REMOVE STORM SEWER INLET WALLS & THROAT Station to Station Side Notes ® 106+50 26' RT Salvage Floor of Box * Salvage Signals and Accessories x 2l m x x 0 Existing Joint Traffic Signal Pole and Base to be removed. Signals and accessories to be reset on new Pole & Base. 113,01 See Construction Plans for Location and Details. 1� 1 11 II 1 i L 42' RCP I IT-fi 10.1 1¢1 15' RCP r -fz- 1 ,t 188 Lgave in Place Db Not Disturb c 0 c CO W REMOVE TRAFFIC SIGNAL POLE & BASE Station Side Each 106+90.63 RT 1.0 * Salvage Signals and Accessories 42' RCP AYCITY OF HASTINGS, ENGINEERING DEPT. '0 0 Project Street Widening 7th Street - Burlington Ave. to Bellevue Ave. Proj. No. Description M-330(81) Removal Plan Design By Drawn By R.G.D. �� 2/4/2014 Contractor Dm. No. B.B. APIA' Dm. of 13 BUILD 8" P.C.C. PAVEMENT 47B Station to Station Side Sq. Yards 100+12.5 to 102+00 RT 287.5 100+28 RT 1 100+30 RT 1 BUILD 5" P.C.C. SIDEWALK 47B Station to Station Side Sq. Feet 100+17 to 101+60.5 RT 815.0 100+28 RT 1 100+30 RT 1 BUILD 8" P.C.C. PAVEMENT 47B for ALLEY Station to Station Side Sq. Yards 101+46.43 to 101+93.43 RT 39.6 100+28 RT 1 100+30 RT 1 ADJUST VALVE BOX TO GRADE Station Side Each 100+14 LT 1 100+28 RT 1 100+30 RT 1 100+90 RT 1 100+90.65 RT 1 ADJUST MANHOLE TO GRADE Station Side Each 99+99 RT 215.0 100+30 RT 1.0 F CC 0_ a) Q 4✓ c a) a) Cls IZ as M QCD In Q � c O) cti m \ QQP H G!.4 GV C PI Sta = 100+00.00 N = 279694.23 E = 2086065.73 I = 00'19'35"R -0 31' f F\ I 00 / 4\ / 4)bc 0`10 oryh y \ a' \ X41' cc: r_ cP BUILD ASPHALTIC PAVEMENT, TYPE SPR Station to Station Side Tons 99+56.34 to 102+00 LT & RT 215.0 100+30 RT 1.0 INSTALL DETECTABLE WARNING PANEL Station Side Each 100+22 RT 1.0 100+30 RT 1.0 NOTE: Installation only. Panel to be supplied by City of Hastings. SCALES: 1"=10'HOR 1" =2' VER Build New Concrete 100+00 EXISTING WATER MAIN 0 �k' C \ 4\ 5'0 00 0,1 \0ry6 \01' \ NCI) <0' a� NC) 0 '3• 0 0\ , Co a0 tia' Ary. <D. F\ ryk • n \Oti 0 101+00 G 0) 4\ 46.43 E.O.R. G a\ 5'0 Lk0 0 7th Street EXigTINGWATER ' N Go \0 G- C/ c\' 4\ 1932 X 0 Ok 0°b \ \0'ra \0) X C 0 .1 4)0 ti� c 00. Q9). °j < �0 \0 \40 1 c qti0. a. .�1 Ci h 4, NC -1' e ' te''' Ok k' ti 0ti • c`' Ma) W 2.5' G ak 0j` / k' \ (p'S 4)q' 41' co Saw Cut a CO d • eX 4 . 4 -4 4 .Sign Post 4 4 4 \0" 5 / .a a X fir. 4 7 F\ • y J U 0 co tU N=279698.52 602086234.80 0,' 1' �k�' O 6 k0 ti k- \ Jo' 41'4 \ F\ 102+00 O %k w tik ai \0 1ry7 % a� Ov 'v gr 4 4 Orik_ter-\- - \ 0 0) 0 N O UP H GV NT 4 4 24.60 FL a ,1\ 4 57 FL 7TC 25.10 TC 25. 44 24.44 FL 24.94 TC 25.04 SW 4 4 4 r 0.52% 24 FL 24.18 FL 4 4 q _S X 24.07 FL tik 24.81 TC ta' 25.81 CW NEW 10' WATER MAID 26.17(SW 4 4 5/ 26.04 SW 4 2591 SW 24.68 TC ® 4.57 TC 4 �k�S \0' 95 FL,c• - 0 23.79 FL 24.29 TC O 25.68 CW 4 a 61,c -GJ 25.78 SW NMI n 7 25.67 S \5 4, ONO Prop. N=279659.94 E=2086100.18 1926.86 17 a U 10 4 L3' '0 UP > a) 0 ° D.I.P. WATER MAIN 1 1 1 1 1 1 1 1 1 1 707. 3'•-f • a 1 NrN=279663.33 E=2086245.09 1925.04 O cd 23.67 FL k' 0r1" 4 u' 41+ 24.17 TC Prop. E=2086245.06 1924.87 Proposed Building Location CITY OF HASTINGS, Project n Strebt Widening 7th Street - Burlington Ave. to Bellevue Ave. tiroj. No. Descnpbon Construction Plan Design By Dote 2/2014 Contractor Drawn By B.B. Approved By Dm. No. 5 of 13 1932 1930 1930 1928 1928 1926 xisting CL 1926 1924 1922 1920 tri 1924 VPI STA- 100+34150 VPI EL = 1924.7 VPI EL 1924.60 1922 1920 1918 1916 OM ea " DAVID 1918 1916 1914 0. ci a co 1914 99+00 9+50 1 00+00 0+50 101+00 1+50 102+00 ati +00 rk' CS/ r\' 3.79 FL 1.29 TC 0, 44/ \ BUILD ASPHALTIC PAVEMENT, TYPE SPR Station to Station Side Tons 102+00 to 103+95 LT & RT 213.0 103+91 RT 1 O UP >4 GV G\' 2 N m co °j \ 0A00 .mak-" �4 N 7th Street 4) t O ce 23.67 FL 24.17 TC O j % le 'IP el/k. �-t 4\ 0.5 Sign Post 23.54 FL 24.04 TC \ 23.41 Fb. 23.0 C A\ 0'P7 o'ryitY ?'V 1". s' 11°1 '51 Oak 9�k N 1' O til> 19 k t 4 ' nk telt k'> C\ ny'y onh cb G c `L � 0 Ary 190 �oeL, 6n <L Ib1 0 a 0 >r✓ tr) Chimy � L Existing 4j - 421S RCP 31' i 10 Cd 0 d \ > k m n G Ory k 4). CP/ \ • 14:Q Cffr. NCI I 1 - N .t, Manhole abandoned below grade. z 4T 1-1- NEW 10` D.I. Oo0 X e 0 23.28 FL 23.78 TC I 1 aOh \yF\ am\ • c? °j Prc posed 18kRCP \9� 23.15 FL 0 23.65 TC oe41/ y 4' 4' exist/n• 5" under round electric Q4 4 4. 'roposed Building Location SCALES: 1" = 10' HOR 1" =2' VER Sidewalk to be installed by others. \ ,, BUILD 8" P.C.C. PAVEMENT 47B Station to Station Side Sq. Yards 102+00 to 105+00 RT 335.0 103+91 RT 1 NOM 1•16.011.000•11. MIN nmeltattSattil J 0 (0 c+ 0 See Sheet 8 for Storm Sewer Information. NOTE: Sta. 102+66 = Top of Water Main Elev. = 191929 FL Storm Sewer Box =1920.24 Approx. 4" of clearance from Top of Water Main to Bottom of Conc. Floor BUILD 6" P.C.C. DRIVEWAY 47B Station to Station Side Sq. Yards 103+69.97 to 104+40.5 RT 58.5 103+91 RT 1 a 103+1 C24 a F\ C941'19ry'. . �4 QCo \9 CO' 9�^) cc V a O + 104 Q n St co* Asphaltic Pavement, Type SP 1 03+95 7 1- I I r(i ryhk Sta = 103+94.91 N = 279703.72 E = 2086460.53 I = 00'00'08"L ,Do 5 Nv At' 0 6 22. net/ n, ,1' G\' �v <1, LJ co ry43' Light %Pt. \ CL_.-.-. TT 094 to V g F\1 23.0251 • - 0.52% .� . 23.52 TC 22.92 FL_At - - - 0.64 22a n1 423.42 TC A \c co •-"To \9 44 �e \rx / See Sheet 8 for Storm Sewer Information. kti \-•22..5&F-•- n 'D':lirWA7ER 4 FII Q4). 23.00 TC 22.95 TC c. Post "- S kat 4: k1 rti k2 \ 22.39 FL 0.40% 22.89 TC q" 105+00 (Tv I \ / 0 4j r)Ci ti0 �Jnj �� / 9�ti. 19� 6 \ � 220 \0 2v' V \ MII19 . �' o G • eMMIS SIM. t111.1 oPt p 22.33 FL 45'� 5 r, o 22.1b.,FL 22.78 TC \0 .4 4 p \q 10 C./ 5i' 01 \4) \ ..0) .e 34.85' WTI Ina ADJUST VALVE BOX TO GRADE Station Side Each 103+85 RT 1 103+91 RT 1 CO .13 E=2086476.70 1923.18 Prop. N=2796644, E 2086478.81 1923.4`1', \c``� LL I o 0 io o ni1M Oc. N 4k Proposed Building Loealon NCY ADJUST MANHOLE TO GRADE Station Side Each 103+06 RT 1 103+59.6 RT 1 k 0e ti 0 9k oP �y. n). 9 0' 1 1 \0) 5- 0 a. 411 °Pi 1 00 Tat Prop. N=279652.20 E=2086476.84 1923.67 ^o ti' Proposed Parking Lot Sidewalk to be installed by others. 22.72 TC 4 X / .66 4 TC X A\ CITY OF HASTINGS, ENGINEERING DEPT. /710 Project Street Widening 7th Street - Burlington Ave. to Bellevue Ave. Proj. No. M-330(81) Descripbon Construction Plan Design By Dote 2/2014 Contractor Drawn By B.B. Approved py 6 of 13 1930 1930 1928 1928 1926 0 04+40 50 VP -EL 0.64% g2 - 2.20% URVE LEN = 0.00 1926 1924 xisting CL 1922 1924 0.69% -11407 1922 1920 Proposed F f Widened Sectio 1920 1918 104+10.00. 22.42 CURVE LEN = 0.00 CURVE • LEN 1916 1914 1918 1916 1914 1912 2 To 0 cow LO 0. W 913 cow cow co 6. co 01 taJ ri MW CO ro Lu CV c. IJJ (0 CO OJ 1912 102+00 2+50 103+00 3+50 104+00 4+50 105+00 106+00 6+50 107+00 7+50 a W 1920 1918 1916 1912 108+00 7th Street a o 4 Post 4. ' < 4 ' °•A.7°7 2:54 FL GTS ho' Light 2.04 TC • See Sheet 9 for Std -fm Sewer Information. SCALES: 1" = 10' HOR 1"=2'VER 0 X .95 TC 22.04 TC 22.13 TC Prop. N=279673.81 E=2086746.42 1922.76 d.nay° , REINSTALL SALVAGED TRAFFIC SIGNALS & PEDESTRIAN SIGNALS Station Side Lump Sum 106+89 RT 1.0 106+95 RT 1.0 INSTALL DETECTABLE WARNING PANEL Station Side Each 106+83 RT 1.0 106+95 RT 1.0 NOTE: Installation only. Panel to be supplied by City of Hastings. Proposed Parking Lot Sidewalk to be installed by others. X_� Prop. N=279658.8 E=2086747. 1922.90 Prop. N=279654.91 E=20 6747.16 19?2 4 / n'S7p \ 0,° X x 0'V Burlington Ave. c- ' Existing Traffic Signal Pole and Base to be Removed Location of New Signal Pole and Base. - ---------- -------- ----------- ------------ Pull new wire for Signal Installation BUILD 8" P.C.C. PAVEMENT 47B Station to Station Side Sq. Yards 105+00 to 107+00.4 RT 283.0 BUILD TRAFFIC SIGNAL FOUNDATION Plan 912-R4 Station Side Each 106+89 50.5' RT 1.0 BUILD TRAFFIC SIGNAL POLE CMP -2 40' Mast Arm Plan 912-R4 Station Side Each 106+89 50.5' RT 1.0 BUILD 2" SCH 40 PVC CONDUIT in Trench Station Side Lin. Ft. 106+89 RT 40.0 I I 1/ ----------------------------- c ° BUILD #8 BARE COPPER WIRE Station Side Lin. Ft. 106+90.63 East RT 200.0 Traffic Signal Wire, 12/c #14 AWG IMSA 19 or 20 Station Side Lin. Ft. 106+90.63 East RT 200.0 Connection of all Electrical Devices for Functional System Station Side Lump Sum 106+89 RT 1.0 BUILD 5" P.C.C. SIDEWALK 47B Station to Station Side Sq. Feet 106+80 to 106+98 RT 200.0 CITY OF HASTINGS, -inn 0 ENGINEERING DEPT. Project Street Widening 7th Street - Burlington Ave. to Bellevue Ave. M-330(81) Design 8y R.G.D. Drawn 6y B.B. Construction Plan Date 2/2014 Contractor Dm. No. 7 of 13 1930 1930 1928 1926 1928 VPI STA = 05+52.68 VPI EL = 1 22.05 CURVE LEN 0.00 1926 1924 Existing CL VPI'A...' 06+.76.3.5 VPI • EL '=' 1 ° 21.63 g't '_ • 0.99% g2'='-1.30% CURVE 'LEN• 0.00 1922 1920 1924 1922 Proposed FL of Widened Secti n . , ... , . . -0.70% . . 1918 1916 1914 VPI STA ' =' 1106+50:00 • VPI EL' =' '1921:37 91 92 0:99 CURVE LEN ='0.00 a'w 0. o a 'w aw 105+00 a:„ 0.. W • 04 a). . • 5+50 O 14 WV?? O uP WV?? 102+00 -- c x x "--- ---‘.. '--- rQ i 1 I x II x 11 Let b--4 42" RCP X -- Lexington Ave. w y 0 d � ff- a Sign Post ,, 23.54 FL n 24.04 TC 4 4 4 4 . 4 23.41 FL 23.91 TC `n. .� J Proposo i 18" RCP 23.28 FL d i 423,78 TC 1 4 4 4 0.01•4 IMAMS 4 4 1.101.0 4 BUILD 18" R.C.P. CLASS III STORM SEWER PIPE No. L.F. Slope Invert Elev. (up) Invert Elev.(down) 10 10' 0.5% 20.29 20.24 02 44' 2.0% 20.24 20.02 30 10' 0.5% 20.02 19.82 BUILD 15" R.C.P. CLASS III STORM SEWER PIPE No. L.F. Slope Invert Elev. (up) Invert Elev.(down) 0 8' 0.5% 19.46 19.42 2A 103+10 RT 12' 2'-2" BUILD CURB INLET PLAN 443-R8 No. Station Side "V" "B" 1A 102+66 RT 12' 2'-2" 2A 103+10 RT 12' 2'-2" BUILD JUNCTION BOX with 6" Reinforced Lid No. Station Side Size tp 103+10 16' RT 4' x 4' 12' 19.42 RT 50.0 104+25 RT 50.0 BUILD GRATE INLET - See Detail No. Station Side "V' Invert 3A 104+25 RT 12' 19.42 RT 50.0 104+25 RT 50.0 a -.Sidewalk to be installed by others. 4 0- ec 102+66 CL 18' J 4 ❑ „,,O 13 0 SOO 10' FURNISH & INSTALL SILT FENCE, LOW POROSITY Station Side Lin. Ft. 102+66 RT 50.0 103+10 RT 40.0 103+10 RT 50.0 104+25 RT 50.0 CURB INLET SEDIMENT FILTER Station Side Each 102+66 RT 1.0 103+10 RT 1.0 44 Silt Fence, Low Porosity 4 NORTH Scale: 1"=10' a4 O 4 4 14 WV N WV 2A FH •a 3.15 FL 23.65 TC 4 G'. 14 a It 0' 10' 20' 30' o. 23.0i'ta- 23.52 TC -22-92-4- 4 co 3A v 6c" 4 d a _._.--•'Ob�4; 4 'V bg nv2prL 23.42 TC 2,9 4, 1 a '• - I( 'J r Post 4 a .4 X . - Proposed 15" RCP G 4 4 .4 a 4 4 O OUP p 4 Vertical and Horizontal Reinforcing No. 4 Rebar @ 12" O.C. in walls. I I. J x � 0 N m� 4 N:0N W:2 ki o 11 0' 4' Proposed Driveway DETAIL OF GRATE INLET Deeter 3990-F Style C 20"x24" 6 Sections. Scale : None I"re I- L, 23.00 TC 22.95 TC x 22.39 EL 22,59 TC a Light 4 4 x Tie Grates together with No. 3 Rebar installed continuous through anchor holes in Frames. 4 4 a 4 4 0Vi ;4% w 4 4 4 4 e. 4 4 a 4 a• 6 , ' 4 4 1 12' 3'-0" 4 -B" CITY OF HASTINGS, ENGINEERING DEPT. 0 Project Street Widening 7th Street - Burlington Ave. to Bellevue Ave Proj. No. Description M-330(81) Storm Sewer Plan Design By Drawn By R.G.D. B.B. Date 2/2014 Approved By,AA Contractor Dm. No. 8 of 13 Light Light x 1I' Stop Box O X cd ti t x tib. x 42" RCP 106+00 0 v f it NORTH Scale: 1"=10' 0' 10' 20' 3I ' X x �2 /02 o' 2, N WV X x 1.0 c) - x 107+00 0 42" Rep -- X - Existing Traffic Signal Pole and Base to be Removed - Location of new Signal Pole and Base. 22.08 FL 22 05 FL Q 4. a 21.9ffiF'. 22.58 TC .t' 22.55 TC 22.48 TC 21.8- FL 22.37 TC o.99g. 21 54 FL 21.45 FL 21.76 FL 22.26 TC 22.15 TC Light 22.04 TC • 4A 22.04 TC 22.13 TC Proposed 15" RCP a a _1 x.' _ 4 rXi x 4 X 4 4—" ® �X 4 4 4 HMS 0.0001 4 1 I X X6\ 15" RCP q. _ r- -- r — 0 0 r-. 0 BUILD 15" R.C.P. CLASS III STORM SEWER PIPE No. L.F. Slope Invert Elev. (up) Invert Elev.(down) 05 10' 1.7% 18.73 18.56 © 8' 0.5% 18.77 18.73 BUILD CURB INLET PLAN 443-R8 No. Station Side "Y" "B" 4A 106+50 37' RT 6' ---- BUILD JUNCTION BOX with 6" Reinforced Lid No. Station Side Size Q• 106+50 26' RT 4' x 4' 50.0 Sidewalk to he installed by others. X X X FURNISH & INSTALL SILT FENCE, LOW POROSITY Station Side Lin. Ft. 106+50 RT 40.0 106+50 RT 50.0 CURB INLET SEDIMENT FILTER Station Side Each 106+50 RT 1.0 107+00.4 RT 1.0 X -1-5' RCP - Burlington Ave. i 0i F? !tit! iNl I 42" RCP 42" RCP aaaaala�o-raecym� 00 Q�ES.S/ q�sd. 1��,�a � Oae oa 000a �vY9 J°° Ry�� OOCvp DAVID L :cam: nes WAC q0 nit ER „fit®fso rr :a1 f7��1'l" CITY OF HASTINGS, ENGINEERING DEPT. 00 Project Street Widening 7th Street - Burlington Ave. to Bellevue Ave Proj. No. M-330(81) Description Storm Sewer Plan Design By Drown 8y R.G.D. Dote 2/2014 Contractor Approved By Dm. No. B.B. 9 of 13 Ii f y t,.y SIrvrnr:��re %w'LHternmin`(ifpl 4" Yellow Preformed Pavement Marking, Type 4, Grooved 4" White Preformed Pavement Marking, Type 4, Grooved Project Street Widening 7th Street - Burlington Ave. to Baltimore Ave FIGURE 10: Opening Day (2012) Concept noo890y@pej8gb "rib" 000 two DAVID L `5m WACKER 0 GE -5090 TY 01,0 70 00:::60 00:::50 00 40 00...30 00:::20 00 10 00 10 00 20 00...30 00 40 00:::50 00:::60 00 70 00 70 00:::60 00:::50 00 40 00...30 00:::20 00 10 00 10 00:::20 00...30 00 40 00:::50 00:::60 00 70 00 IPArAlreArdratrearAtIrridgedEift 93000 G1 N:AL::E ESIGN E FILL . AR CUT AR Vi= VC 925 00 SIGN F FILL . AR 2 CUT AR2 A: =0:00 0:.0:0:::: ESIGN E FILL . AR CUT AR' RTH WOR A: =0.:00 A =0.00 0:0:0:::: 0.00 ORIGINAL E =1924 ESIGN E ° RTHWOR FILL AR CUT AR A' =0.00 A =0.00 GINAL E ESIGN E FILL. AR CUT ARO RTHWOR A' =0.:00 A- =0:00 0:0:0:::: 0.00 - ORI INAL .00. 925. 00- IGINAL :E SatE FILL AR IGINAL :E ARBA =t VF 0:.00 9'30 00 19290 goo '1920:00 OR GIN:AL:E1.925 44 •ESIGN: E FILL AR CU.T. AR' VF VC 70 00:::60 00:::50 00 40 00...30 00:::20 00 10 00 RTH:WOR A=0.00 A =0.:00 0:00 0:.00.10 00::::20 00...30 00 40 00:::50 00:::60 00 70 00 70 00:::60 00:::50 00 40 00...30 00:::20 00 1 ESIGN : E FILL AR CUT.AR RTH:WOR A: =0.00 A• =0.:00 Project Street Widening 7th Street - Burlington Ave. to Bellevue Ave. Proj. No. M-330(81) Description Cross Sections 10 00:::20 00...30 00 40 00 2/2014 Drown By B.B. Dm. No. 11 of 13 70 00:::60 00:::50 00 40 00...30 00 20 00 " 10 00 10 00:::20 00...30 00 40 00:::50 00:::60 00 70 00 70 00:::60 00:::50 00 40 00...30 00:::20 00 10 00 10 00::::20 00...30 00 40 00:::50 00:::60 00 70 00 Sidewalkr be installedby ethers Sidewalk to, be installed by. oth: rs. 0 itt i GINAL: :E GII N:A L ESIGN : E FILL ARO CU.T. AR: VE .VC RTH:WOR ESIGN: E FILL AR I CU.T. ARI Sidewalk t r be lnstalled:by •thews 930 00 Sidewalk to: be installed by oth: 930. 00 • a a hl (V N' N CO rCO N. • in r7 N' .1 . . .1 IGINAL: :E IGINAL::E ESIGN : E FILL . AR CUT " AR .Vf. ESIGN E i FILL. AR I CUT : AR :::VP :VC RTH:WOR Ac -0:00 A: :=0.:00 0:00:::: 0:.00:::: RTH:WOR =0.00 A::=:0:00 0'.0.0.... 0:.00:::: Sidewalk t be instaUed:by ethers 230 00 Sidewalk to: be installed by off]: twaraiwtail N -.I f. /1\ .OSE+JR%JSJ� 0 +IGINAL :E =192316 ESIGN: E FILL AR CUT. ARI VF Vc• RTRWOR A 13.:00 A• =0 :00 0•.00 0:.00 GINAL :E ESIGN : E FILL . AR I CUT AR: :VP :VC =1.922 62 RTH:WOR A• A:=0:00 Sidewalk t r be installed:by thers 925 00 1920' 0 OR GIN:ALL f IESIGN E FILL AR: OR GIN:AL :E DESIGN E FILL AR CUT AR '1'922 73 RTH:WOR A' =13.'00 A• =13:00 o•.OQ Project Street Widening 7th Street - Burlington Ave. to Bellevue Ave. Proj. No. M-330(81) scription Cross Sections Design By 70 00:::60 00 ::: 50 00 40 00 . . 30 00 . 20 00 10 00 10 00::::20 00 .. 30 00 40 00:::50 00:::60 00 "' 70 00 70 00:::60 00:::50 00 40 00...30 00::: 20 00 10 00 10 00::::20 00...30 00 40 00 Drown By B.B. 2/2014 Approved Contractor 70 00:::60 00:::50 00 40 00 . 30 00 20 00 10 00 10 00 " ' 20 00...30 00 40 00:::50 00:::60 00 " ' 70 00 70 00:::60 00:::50 00 40 00...30 00:::20 00 10 00 10 00:::20 00...30 00 40 00:::50 00:::60 00 70 00 1.30 0 1975 0 Sidewalk tobe installed by oth: rs. c.1 KerArAllifiriotiti4 IGINAL :E ESIGN E „RTHWOR FILL. AR CUTAR VF • 0:0.0 VC 0.00 Sidewalk to be installed by oth: rs. O'iIGINAL :E ESIGN: E FILL AR CU.T. AR RTHWOR A• :={x.00 Sidewalk to be installed by oth j95 0 9470 00 OR G:IN:AL::E ' .1922 ESIGN: E FILL AR CUTAR AR RTHWOR A::={x.00 IGINAL :E Sidewalk to tie installed by, oth ESIGN:E- FILL . AR I CUT AR: :::VF:. :::VC: RTHWOR OR G:IN:AL:E ES1GN E FILL. AR: CUT AR '1'922 40 RTHWOR A =0.:00 A =0.00 OR GINAL::E '1'922 07 ,ESIGN : E ° RTH:WOR FILL ARIA =0:00 Project Street Widening 7th Street - Burlington Ave. to Bellevue Ave. Proj. No. M-330(81) Description Cross Sections Design By 70 00:::60 00:::50 00 40 00 . 30 00:::20 00 1'0 00 10 00 " ' 20 00...30 00 40 00:::50 00:::60 00 " ' 70 00 70 00:::60 00:::50 00 40 00 30 00:::20 00 10 00 10 00::::20 00...30 00 40 00 2/2014 Contractor Drawn ey B.B. Roadway Design Division 0 0 1" JOINT SEALANT FLOW l 9„ 1" PREFORMED EXPANSION JOINT FILLER CONCRETE BARRIER CURB QUANTITIES CONCRETE 4.55 CU. YDS./STA. AREA 1.228 SQ. FT. JOINT SEALANT 1" PREFORMED EXPANSION JOINT FILLER CONCRETE MEDIAN CURB QUANTITIES CONCRETE 4.42 CU. YDS./STA. AREA 1.192 SQ. FT. NOTE: 4 ONE INCH PREFORMED EXPANSION JOINT FILLER SHALL BE PLACED AT INTERVALS OF NOT MORE THAN 100' THRU CONCRETE BARRIER CURB, CONCRETE MEDIAN CURB, AND CONCRETE CURB, TYPE L 9„ 8„ NOTE: MAY BE USED WHEN T IS LESS THAN 12" INTEGRAL CONCRETE BARRIER CURB QUANTITIES CONCRETE 1.33 CU. YDS./STA. AREA 0.359 SQ. FT. NO. 4 LONGITUDINAL BAR TO BE GAPPED AT CONTRACTION JOINT LOCATIONS; 3" MIN., 6" MAX. N0. 5 x 8" TIE BARS AT 5'-0" CENTERS NOTE: USE WHEN T IS 12" OR GREATER INTEGRAL CONCRETE BARRIER CURB ALTERNATE TYPE QUANTITIES CONCRETE 1.33 CU. YDS./STA. AREA 0.359 SQ. FT. INTEGRAL CONCRETE SLOPING CURB QUANTITIES CONCRETE 0.62 CU. YDS./STA. AREA 0.167 SQ. FT. INTEGRAL CONCRETE SLOPING CURB QUANTITIES CONCRETE 0.46 CU. YDS./STA. AREA 0.123 S0. FT. CONTRACTION JOINTS SHALL BE CONSTRUCTED TO MATCH LOCATION OF EXISTING JOINTS FLOW JOINT SEALANT 1'—O" 11 FLOW 1" PREFORMED EXPANSION JOINT FILLER EXISTING CONCRETE PAVEMENT .44 1'—O" CONCRETE CURB, * TYPE I QUANTITIES CONCRETE 5.22 CU. YDS./STA. AREA 1.408 SQ. FT. f 7` N0. 4 LONGITUDINAL BAR TO BE " GAPPED AT CONTRACTION JOINT LOCATIONS; 3" MIN., 6" MAX. R THE AREA BETWEEN CURB AND EXISTING CONCRETE PAVEMENT TO BE CLEANED AND ROUGHENED AS DIRECTED BY THE ENGINEER NO. 5 x 8" TIE BARS AT 5'-0" CENTERS TO BE DRILLED AND GROUTED INTO EXISTING CONCRETE PAVEMENT (WITH APPROVED GROUT) CONCRETE CURB, TYPE II QUANTITIES CONCRETE 0.87 CU. YDS./STA. AREA 0.234 SQ. FT. 3„ f 9„ ' I • D D • to • • l • s — T/4 (2" MIN.) INTEGRAL CONCRETE CURB QUANTITIES CONCRETE 0.89 CU. YDS./STA. AREA 0.239 SQ. FT. 1'—O" FLOW • Kier R •s • • CONCRETE .R4 V.EMENT ' • • ftik . It • No. 4 LONGITUDINAL BAR TO BE GAPPED AT CONTRACTION JOINT i — LOCATIONS; 3" MIN., 6" MAX. i SAW CUT 4" MIN. DEPTH x %" JOINT FILLER RESERVOIR EROSION CONTROL CURB CONTRACTION JOINT THRU CURB QUANTITIES CONCRETE 0.81 CU. YDS./STA. AREA 0.219 SQ. FT. NO. 5 x 8" 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 R9 R8 FEB 09 MAR.05 MAY DI MULTIPLE REVISIONS MULTIPLE REVISIONS MULTIPLE REVISIONS REV. NO. DATE DESCRIPTION OF REVISION NEBRASKA DEPARTMENT OF ROADS STANDARD PLAN NO. 301-R10 PAVEMENT DETAILS ORIGINAL: JANUARY 31, 1974 DATE Roadway Design Division M 0 0 1" DIA. x 18" DOWEL BARS, T=6" TO 8" 1%" DIA. x 18" DOWEL BARS, T OVER 8" :o :o EXPANSION TUBE EXISTING SLAB % "' NEW SLAB GREASE DOWELBAR ON EXPANSION TUB SIDE 1" PREFORMED EXPANSION JOINT FILLER NOTES: O JOINT SEALANT DOWEL BARS SHALL BE DRILLED TO A DEPTH OF 8" INTO EXISTING SLAB AND GROUTED. DOWEL BARS SHALL BE PLACED AT 1'-0" CENTERS. THE OUTSIDE DOWEL BAR SHALL BE PLACED 6" FROM THE EDGE OF THE SLAB. THIS JOINT SHALL BE CONSTRUCTED TRANSVERSE TO THE ROADWAY WHERE THE NEW CONCRETE ABUTS THE EXISTING CONCRETE. DOWEL BARS SHALL BE PLACED PARALLEL TO THE ROADWAY £ AND TO THE ROADBED. EXPANSION JOINT (SUBSIDIARY) N0. 5 x. 18" TIE BARS AT 33" CENTERS TO BE DRILLED AND GROUTED INTO EXISTING SLAB. ASPHALTIC CONCRETE . s 1'-0" • . • • • • . • N • • •° • . • • • • • . • 1' EXISTING SLAB VARIABLE CONCRETE BASE COURSE W/INTEGRAL CURB NO. 5 x 18" TIE BARS AT 33" CENTERS TO BE DRILLED AND GROUTED INTO EXISTING SLAB. • < . . . • . • O P N F.: • . • 1'-0" t ff EXISTING SLAB VARIABLE THE FOLLOWING NOTE IS TYPICAL FOR CONCRETE BASE COURSE W/INTEGRAL CURB AND CONCRETE PAVEMENT WIDENING: CONTRACTION AND EXPANSION JOINTS SHALL BE CONSTRUCTED TO MATCH LOCATIONS OF EXISTING JOINTS. CONCRETE PAVEMENT WIDENING ONE INCH PREFORMED EXPANSION JOINT FILLER SHALL BE PLACED ACROSS THE FULL WIDTH OF THE MEDIAN SURFACING AT INTERVALS OF NOT MORE THAN 49'-0. LONGITUDINAL JOINTS ONE INCH DEEP SHALL BE MADE IN ALL MEDIANS WHEN SURFACING WIDTH IS 16' OR GREATER. TRANSVERSE JOINTS ONE INCH DEEP SHALL BE MADE IN ALL MEDIANS AT INTERVALS OF NOT MORE THAN 8'. TRANSVERSE AND LONGITUDINAL JOINTS SHALL NOT BE FILLED. JOINT SEALANT � I . J 3' MIN. SLOPE 2Z 1" PREFORMED EXPANSION JOINT FILLER JOINT SEALANT L DETAILS OF CONCRETE MEDIAN SURFACING 1" PREFORMED EXPANSION JOINT FILLER j 1'-0" �AA r jor 2" 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 COMBINATION CONCRETE CURB & GUTTER 12" OPENING FOR SIGN POST 1'-6" 4' MIN. A 111 1111M3 1" PREFORMED EXPANSION JOINT FILLER W/JOINT SEALANT 12" OPENING FOR SIGN POST B L PLAN A 4" MEDIAN SURFACING 1'-6„ 4' MIN. J f: • 1" PREFORMED EXPANSION JOINT FILLER DETAIL AT END OF MEDIAN ISLAND 4' MIN. C 1 JOINT SEALANT co l • a+ • • SECTION A -A LENGTH AS SHOWN ON PLANS 8' MIN. FOR 6" CURB 6' MIN. FOR 4" CURB D . B 1" PREFORMED EXPANSION JOINT FILLER W/JOINT SEALANT 4" MEDIAN SURFACING — 1" PREFORMED EXPANSION JOINT FILLER 4' MIN. JOINT SEALANT • • • •• C PLAN CONCRETE ISLAND NOSE D .-- :--•: A • A ' ♦ n A TOP OF SLAB SECTION B -B SECTION C -C CONCRETE PAVEMENT SECTION D -D NOTE: EXISTING CONCRETE PAVEMENT IS TO BE REMOVED IN AREA COVERED BY CONCRETE ISLAND NOSE. DETAILS OF CONCRETE ISLAND NOSE LEFT IN PLACE CONCRETE HEADER NOTE: T = PAVEMENT THICKNESS RIO R9 R8 REV. NO. FEB 09 MAR.05 MAY OI DATE MULTIPLE REVISIONS MULTIPLE REVISIONS MULTIPLE REVISIONS DESCRIPTION OF REVISION NEBRASKA DEPARTMENT OF ROADS STANDARD PLAN NO. 30I -RIO PVEMENT DETAILS ORIGINAL: JANUARY 31, 1974 DATE t4 ca Z. i 1'—D" i 0 :. b •. • • • • • . • • • s . a • A • • A • • e • e' . . • • • , INTEGRAL CURB N JOINT SEALANT ' — — — —I w t 1" PREFORMED EXPANSION JOINT FILLER DETAILS OF CURB DROPS R BARRIER CURB • • • • • •\� • • • • 5' WALK (4' MIN.) F VARIES • R X 5' 3.00' 10' 4.36' 15' 5.38' 20' 6.24' 25' 7.00' 30' 7.68' 35' : 8.31' 40' 8.89' F X R = RADIUS •X=(2R-1) (X & R IN FEET) ,,. G 1 Zo �I ZNJ„M 1 1' CONTRACTION P-0" JOINT E #4 REBAR, 4'-0" LONG DRIVEWAY PLAN 2" SLOPING CURB 4' MIN. •• . .e • ♦ . P . D D . D . • .cym' . 1.....♦ . .. e• 'e •0•• ••♦ e • d . . •. A • •° • .A•• .♦ - • • A. e• "e• •e• 'e• •e• •e• ' e. ► e A ♦ SECTION E—E (RURAL DRIVEWAY). 1'-0" JOINT SEALANT 1" PREFORMED EXPANSION JOINT FILLER SECTION E—E (URBAN DRIVEWAY) 1" PREFORMED EXPANSION JOINT FILLER SECTION F—F (URBAN DRIVEWAY) TOP OF CURB + 0" MINIMUM 0 TRANSITION SIDEWALK TO MEET DRIVE (DISTANCE VARIES) RISE LESS THAN 6" (8% SLOPE) RISE GREATER THAN 6" (5% SLOPE) SLOPE r.y,"R •.::t:':' ••/R e• a e• e. e • • D VARIABLE SECTION G -G R=RISE 0 R •'e• IAr4" VARIABLE CROSSWALK DRIVEWAY SLOPE TOWARD STREET 2% ["-.S—J4R °b• D • 4 R D • VARIABLE SIDEWALK (3) PROFILE URBAN DRIVEWAY WITH SIDEWALK (MAXIMUM. PERCENT OF GRADE) (1) 10' MIN. IS REQUIRED WHEN THE EXISTING GRADE IS GREATER THAN ±8% (2) 10' MIN. IS REQUIRED WHEN THE EXISTING GRADE IS GREATER THAN +15% (3) 10' MIN. ROUNDING IS REQUIRED WHEN THE EXISTING GRADE IS GREATER THAN ±22% 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 15 LESS THAN 50'—O" IN LENGTH, ONE SUCH EXPANSION JOINT SHALL BE PLACED AS DIRECTED BY THE ENGINEER. NOTE: T = PAVEMENT THICKNESS RIO FEB 09 MULTIPLE REVISIONS R9 MAR.05 MULTIPLE REVISIONS R8 MAY 0/ MULTIPLE REVISIONS REV. N0. DATE DESCRIPTION OF REVISION NEBRASKA DEPARTMENT OF ROADS STANDARD PLAN NO.301-RIO PAVEMENT DETAILS ORIGINAL: JANUARY 31,I974 DATE ti 0 N N I K O Q L 1 ix O N C1VN C N ti U- s o r • m in o M, -(n RAMP LOCATION POINT FLOW LINE OF GUTTER 1'-0" 4'-0" erNN. W' 1 W i J'DW •' •Y W W W RAMP WING W W W �0 'R 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W W W W SIDEWALK CD D A TOP OF CURB RAMP FLARE s / / OBSTACLE B� 10% MAX. SLOPE A INDICATES 1" EXPANSION JOINT TYPICAL CURB RAMP DETAIL RAMP WING • (6"/FT. SLOPE) DETECTABLE BROOMED WARNING 4'-0" MIN. SURFACE RAMP FLARE 10% MAX SLOPE SECTION A -A SIDEWALK TYPICAL RAMP CROSS SECTION DETECTABLE WARNINGS RAMP WING FLOW LINE OF GUTTER RAMP RAMP FLARE SIDEWALK / Lu " 5'-6" MIN. o/ / / / CURB TRANSITION (RAMP WING) 1" SLOPING CURB FLOW LINE OF GUTTER A INDICATES 1" EXPANSION JOINT MEDIAN CROSSING 4'-0" MIN. MANEUVERING LENGTH T, 2`1, ._._..•.. 6'-O" TYP. (5" RISE) TO 15'-O" . MAX. BROOMED SURFACE 2'-0„ 8.3% MAX SLOPE 8" JOINT SEALANT (HOT POURED) 1" PREFORMED EXPANSION JOINT FILLER 1" SLOPING CURB CURB TRANSITION (RAMP FLARE) SECTION D -D TYPICAL RAMP CROSS SECTION (SHOWING CURB TRANSITION) NOTE: SECTION B -B TYPICAL RAMP PROFILE MILL CONCRETE CURB TO THIS LINE COMBINATION CONCRETE CURB AND GUTTER MAY BE REMOVED AND REPLACED IN LIEU OF MILLING. CURB REMOVAL DETAIL 4'-O" 1 O 0000000000000000000 O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o 0000000000000000000 o o000-000000000000000 O 0000000000000000000 O 0000000000000000000 O 0000000000000000000 DETECTABLE WARNING PANEL W ngt ti "+ BROOMED SURFACE TOP OF CURB 1" SLOPING CURB (8.3X SLOPE) 1,-0„ TYP. CURB RAMPS, TYPE VI & VII • CURB RAMP, TYPE V BROOMED SURFACE RAMP 1 BROOMED SURFACE RAMP 2 RISE BJ%, MAX. SLOPE CURB RAMP RISE "L" RAMP 1 RAMP 2 TYPE V 3" VAR. N/A 4'-O" TYPE VI 3" 5'-0" 4'-0" 4'-0" TYPE VII 5" 5'-0" 6'-O" 6'-0" SECTION C -C TYPICAL RAMP CROSS SECTION 1'-0" 3" CONCRETE SLOPING CURB DETAIL O 0 0 0 0 O 0 0 0 0 O '0 0 0 0 :0:ritot LEGEND DETECTABLE WARNING PANEL BROOME° CURB RAMPS BROOMED RAMP WINGS & FLARES MILLED CONCRETE GRASS OR NON WALKING SURFACE CURB TRANSITION 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 BROOMED 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 SQ. 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. * INDICATES 2% SLOPE TOWARDS STREET. REV. N0. DATE DESCRIPTION OF REVISION NEBRASKA DEPARTMENT OF ROADS STANDARD PLAN NO. 303 CURB RAMPS FHHWA APPR D: MARCH 22, 2010 DATE ORIGINAL: MARCH 22, 2010 DATE Roadway Design Division U- 0 CROSSWALK O 0 0 0 0 O 0 0 0 0 O 0 0 0 0 3" CONC. SLOPING CURB (SEE DETAIL) CROSSWALK 4'-O" MIN /19A 9/2 ..galoamw000moil •=1 0 0 0 0 0 ITa We 000000 $1 0 0 0 0 0fl 30 RAMP LENGTH 4. WITH 2" RISE TYPE V CROSSWALK 4'-0" RAMP LENGTH WITH J" RISE a 0 61-0" TYPE VII 6'-0 OBSTACLE CROSSWALK pplinicirN • 1 *WE 11 CROSSWALK j O 0 0 0 0 O 0 0 0 0 0 ' 0 0 0 0 CROSSWALK 30" RAMP LENGTH 101111 '” WITH 2" RISE 111 711111111 tir 3' CONC. SLOPING .4'- 4'-0'.j CURB (SEE DETAIL) TYPE VI 41-0" simponsi *** I fist 111 CROSSWALK 41-0" MIN. „„ TYPE IV O 0 0 0 0 O 0 0 • 0 0 O 0 0 0 0 i•.0 .00 i• • • i *Stet CIL 40 4, • 4. JA LEGEND DETECTABLE WARNING PANEL BROOMED CURB RAMPS BROOMED RAMP WINGS & FLARES MILLED CONCRETE GRASS OR NON WALKING SURFACE CURB TRANSITION REV. NO. DATE DESCRIPTION OF REVISION NEBRASKA DEPARTMENT OF ROADS STANDARD PLAN NO. 303 CURB RAMPS ORIGINAL: MARCH 22, 2010 DATE Roadway Design Division co izr 0).w 0 Lt 0N 0.- 1 •"0ro w oo oLL 0 'V r- c v 17) 0 o 0 SOW 04 -!fl LONGITUDINAL JOINT N MINIMUM OF 5 CHAIRS SPACED AT UNIFORM INTERVALS FOR EACH SPACER BAR NO. 4 SPACER BARS EXPANSION JOINT FILLER (APPLIES TO EXPANSION JOINTS ONLY) ff < 3 1'-0". 1'-0" 1'-0" 1,-0" 3 L1 L DOWEL BAR HEIGHT AND DIAMETER PAVEMENT THICKNESS (T) MINIMUM BAR DIA. DOWEL BAR HEIGHT (T/2) SKEW TOLERANCE LESS THAN 10" VA" T/2 ± 1/2' 94' 10" OR MORE 11/2" T/2 ± 1/2" IA" 0 0 PROFILE GRADE ELEVATION ASSEMBLY PLAN DOWEL BAR LOCATION TABLE L 1 L 2 L 3 BARS DESCRIPTION 12'-0" 6" 5" 12 12'-0" PAVEMENT 15'-0" 2'-6" 2'-5" 13 15'-0' PAVEMENT (INCLUDES 3'-0" SHOULDER) 16'-0" 3'-6" 3'-5" 13 16'-0" PAVEMENT (INCLUDES 4'-O" SHOULDER) 16'-0" 6" 5" 16 16'-0" RAMP & LOOPS. >14'-6" 1'-6" 1'-5" VARIES PAVEMENT WITH CURB >14'-6" 2'-6" 2'-5" VARIES PAVEMENT WITH CURB >6'-0" 6" 5" VARIES IRREGULAR AREAS (WIDEN, FILLETS, GORE ) SLOPE AS SHOWN ON PLANS L If 1, -Off 0 0 0 0 0 0 0 0 1" PREFORMED EXPANSION JOINT FILLER SHALL BE USED FOR EXPANSION JOINTS UNLESS OTHERWISE SPECIFIED IN THE PLANS. 1.1 - 1" 1'-0" L3 DIRECTION OF PLACEMENT JOINT SEALANT (HOT POURED) NO. 4 SPACER BAR WELDED 1_ i .o • NO. 4 SPACER BAR WIRED 1" f K a� J 'r{ 12 GAUGE CHAIR 7 SECTION U 4 f " GREASE DOWEL BAR Oil EXPANSION TUBE SIDE ONLY PREFORMED EXPANSION JOINT FILLER (TO BE USED AT EXPANSION JOINTS ONLY) EXPANSION TUBE END CUT AND BEND EXPANSION JOINT (SUBSIDIARY) JOINT SEALANT (HOT POURED) DOWEL BARS 1" TEMPORARY FILLER GREASE DOWEL BAR ON EXPANSION TUBE SIDE ONLY 1- �N 4,•. • :. ':t P• • � � EXPANSION TUBE EXISTING SLAB NEW SLAB NOTES: DOWEL BARS SHALL BE DRILLED TO A DEPTH OF 8" INTO EXISTING SLAB AND GROUTED. SECTION NOTES: THE CONTRACTOR MAY SUBSTITUTE OTHER DESIGNS FOR EXPANSION AND CONTRACTION JOINT SUPPORTS IN LIEU OF THE TYPE SHOWN WITH PRIOR WRITTEN APPROVAL BY THE ENGINEER. DOWEL BARS SHALL BE A MINIMUM OF 17%" IN LENGTH, CENTERED ON JOINTS AND BE SMOOTH BARS. TIE BARS SHALL BE DEFORMED BARS. FOR LOAD TRANSFER DEVICES AT EXPANSION JOINTS IN LANES OTHER THAN THE LANES SHOWN, MAINTAIN THE SPACING OF THE 1'-6" DOWEL BARS AT 1'-O" INTERVALS. THE ENDS OF THE NO. 4 SPACER BARS SHALL NOT BE LESS THAN 3" FROM THE EDGES OF THE PAVEMENT OR THE LONGITUDINAL JOINT. THE CONTRACTOR MAY USE A MACHINE FOR PLACING THE LONGITUDINAL TIE BARS IN LIEU OF THE TIE BAR PINS. IF A MECHANICAL TIE BAR PLACEMENT MACHINE IS NOT USED, TIE BAR PINS ASSHOWN SHALL BE USED. TIE, DOWEL & SPACER BARS SHALL CONFORM TO THE REQUIREMENTS OF THE STANDARD SPECIFICATIONS. KEY TYPE LONGITUDINAL JOINTS AND TRANSVERSE CONSTRUCTION JOINTS SHALL BE EDGED WITH %" R. AT TIME OF CONCRETE PLACEMENT. CONCRETE PAVEMENT SHALL BE TINED UNLESS OTHERWISE SHOWN IN THE PLANS. EXPANSION JOINTS SHALL BE INSTALLED AT LOCATIONS SHOWN IN THE PLANS. PAVEMENT PLACED ADJACENT TO R.R. TRACKS REQUIRES 3 -EXPANSION JOINTS SPACED AT APPROX. 49'-6" INTERVALS. EXPANSION JOINTS SHALL NOT BE SKEWED. T= PAVEMENT THICKNESS THE DEPARTMENT REQUIRES THAT DOWEL BASKETS BE PLACED IN ALL CONTRACTION JOINTS WHICH ARE 6'-0" OR WIDER. THE DOWEL BASKETS SHALL BE PLACED TRANSVERSE TO THE DIRECTION OF THE PREDOMINANT TRAFFIC DIRECTION. R9 JUL 11 JOINT: EARLY SAW CUT R8 OCT. 10 CHANGED TINING INFORMATION R7 MAR. 05 MULTIPLE CHANGES REV. NO. DATE DESCRIPTION OF REVISION NEBRASKA DEPARTMENT OF ROADS STANDARD PLAN NO. 329-R9 8 TO 16 INCH CONCRETE PAVEMENT FHWA APPROVED: 'a 3/5D/zoN DATE ORIGINAL: OCTOBER 25, 1994 DATE 0 'N 0 c N m 0 0 0 0 0 ec c V 0 N d) rn5w N 0 V) v 0 0 SEE JOINT DETAIL DIRECTION OF PLACEMENT NO. 4 SPACER BARS WELDED 3" MIN. CLEARANCE FROM EDGE OF SLAB A MINIMUM OF 5 CHAIRS PLACED AT UNIFORM INTERVALS SHALL . BE USED FOR EACH 12'-0" LANE Ns" DIA. SMOOTH BAR 7 i MAX. • • • JOINT SEALANT (HOT POURED) CONVENTIONAL SAWING GREASE THIS SIDE ONLY 12 GAUGE CHAIR. 1'-0" CONSTRUCTION JOINT 8" 4%" Ns" TIE BAR COUPLING DETAILS. OF Ns" MAX. IIWil Liu He DIA. SMOOTH BAR BAR JOINT SEALANT (HOT POURED) Ns" TIE BAR COUPLING ROTATE BAR IF NECESSARY TO MAINTAIN 2" MIN. CLEARANCE (OPTION 1) KEY TYPE NO. 5 HOOK AND W—BARS AT APPROX. 2'-9" CTRS. 01? Ns" HOOK AND W—BARS AT APPROX. 2'-9" CTRS. OR JOINT DETAIL THE DOWEL BAR SPACING SHALL BE THE SAME AS SHOWN FOR THE EXPANSION. JOINT. REFER . TO BAR LOCATION TABLE AND THE DOWEL BAR HEIGHT AND DIAMETER TABLE ON SHEET _ 1 OF 4: . • • • • • • • • • WIDTH AS RECOMMENDED N BY THE SAW MANUFACTURER (%" MIN.) JOINT SEALANT (HOT POURED) EARLY—SAW CUT • • • • SEE JOINT DETAIL 0 5. ) 16 GAUGE METAL — ••Q• �\ •• • . • o•. .:o CONTRACTION JOINT LONGITUDINAL JOINT WITH JOINT SEALANT (HOT POURED) EXISTING SLAB 0 A A kJ CZ) CO TIE BAR PIN 12 GAUGE METAL PLATE 6" x 6" SQUARE SPOT WELD 30° MAX. 1" SPOT WELD 12 GAUGE METAL PLATE 6" x 6" SQUARE NO. 5 x 1'-6" TIE BARS ON APPROX. 2'-9" CTRS. TO BE DRILLED AND GROUTED INTO EXISTING SLAB TIE BARS ARE TO BE INSTALLED WHERE NEW CONCRETE PAVEMENT IS PLACED ADJACENT TO EXISTING CONCRETE PAVEMENT DETAILS OF TIE BAR NO. 5 x 2'-6" TIE BARS AT APPROX. 7-9" CTRS. Ns" MAX. JOINT SEALANT (HOT POURED) I I P-3" 1'-3" TIE 8AR PINS (OPTION 2) KEY TYPE KEY TYPE JOINT SHALL BE USED ON ALL LONGITUDINAL CONSTRUCTION JOINTS WHEN THE ADJACENT LANE IS NOT PLACED AT THE SAME TIME LONGITUDINAL JOINTS NOTE: NO TIE BARS SHALL BE CLOSER THAN 1'-3" TO A TRANSVERSE JOINT. ALL LONGITUDINAL JOINTS BETWEEN LANES AND BETWEEN LANES AND SHOULDERS MUST BE TIED. MEDIAN SHOULD NOT BE TIED. SEE JOINT DETAIL NEW SLAB NO. 5 x 2'-6" TIE BARS ON APPROX. 2'-9" CTRS. WHEN T=6" 70 10", N0. 6 x 2'-6" TIE BARS ON APPROX. 7-9" CTRS. WHEN T OVER 10" 1'-3" 1'-3)) TIE BAR PINS SAWED 1 • .v WHEN TWO ADJACENT LANES ARE PLACED AT THE SAME TIME, THE LONGITUDINAL JOINT COMMON TO .THE LANES SHALL BE SAWED 12 GAUGE METAL N6" CHAIR NOTE: T = PAVEMENT THICKNESS R9 R8 R7 REV. NO. JUL 11 OCT. /0 MAR 05 DATE JOINT: EARLY SAW CUT CHANGED TIMING INFORMATION MULTIPLE CHANGES DESCRIPTION OF REVISION NEBRASKA DEPARTMENT OF ROADS STANDARD PLAN NO.329-R9 8 TO 16 INCH CONCRETE PAVEMENT • FHWA APPROVED: .0 DATE ORIGINAL: OCTOBER 25, 1994 DATE Roadway Design Division 0, gir0 u, 0 N 0 r I w0 03w n L`j 0 0 to 0•0.- c 0 Q M c) 0 mow mr-v$i LONGITUDINAL JOINTS (IF APPLICABLE) 16'-6" DRIVING LANES J STOP TINING 6" FROM EDGE OF DRIVING LANE TINING PARALLEL TO 1 LONGITUDINAL JOINT SAWED CONTRACTION JOINTS (TYP.) TINING WITH CONCRETE SHOULDER 8" TYP. NOT TINED CENTERED ON JOINT STOP TINING 6" FROM EDGE OF DRIVING LANE LONGITUDINAL JOINT (IF APPLICABLE) W Q J OUTSIDE SHOULDER TINING LIMITS GORE AREA NOTES: 16`-6" TRANSVERSE JOINT SPACING IS THE STANDARD JOINT SPACING REGARDLESS OF THE PAVEMENT THICKNESS. V VARIES FROM 10'-0" TO MAX. 16'-6". THE LONGITUDINAL JOINT BETWEEN THE SHOULDER AND THE 12'-O" DRIVING LANE IS NOT REQUIRED FOR SHOULDER WIDTHS OF 4`-0" OR LESS. TRANSVERSE JOINTS FOR DOWELED CONCRETE PAVEMENT SHALL BE CONSTRUCTED PERPENDICULAR TO THE ROADWAY. ALL CONCRETE SURFACES, NOT. TINED, WILL REQUIRE TRANSVERSE BROOMING OR BURLAP DRAG. (NOT APPLICABLE TO SHOULDERS) R9 JUL. 1/ JOIE: EARLY SAW CUT R8 OCT. 10 CHANGED TINING INFORMATION R7 MAR. 05 . MULTIPLE CHANGES REV. NO. DATE DESCRIPTION OF REVISION NEBRASKA DEPARTMENT OF ROADS STANDARD PLAN NO.329-R9 8 TO 16 INCH CONCRETE PAVEMENT FHWA APPROVED: ORIGINAL: OCTOBER 25, 1994 DATE LL. '` ••- V V T V V -,-_.- V '•~.I .IMI TS OF TL r r L L. 1.. •. r J .J W W Q J OUTSIDE SHOULDER TINING LIMITS GORE AREA NOTES: 16`-6" TRANSVERSE JOINT SPACING IS THE STANDARD JOINT SPACING REGARDLESS OF THE PAVEMENT THICKNESS. V VARIES FROM 10'-0" TO MAX. 16'-6". THE LONGITUDINAL JOINT BETWEEN THE SHOULDER AND THE 12'-O" DRIVING LANE IS NOT REQUIRED FOR SHOULDER WIDTHS OF 4`-0" OR LESS. TRANSVERSE JOINTS FOR DOWELED CONCRETE PAVEMENT SHALL BE CONSTRUCTED PERPENDICULAR TO THE ROADWAY. ALL CONCRETE SURFACES, NOT. TINED, WILL REQUIRE TRANSVERSE BROOMING OR BURLAP DRAG. (NOT APPLICABLE TO SHOULDERS) R9 JUL. 1/ JOIE: EARLY SAW CUT R8 OCT. 10 CHANGED TINING INFORMATION R7 MAR. 05 . MULTIPLE CHANGES REV. NO. DATE DESCRIPTION OF REVISION NEBRASKA DEPARTMENT OF ROADS STANDARD PLAN NO.329-R9 8 TO 16 INCH CONCRETE PAVEMENT FHWA APPROVED: ORIGINAL: OCTOBER 25, 1994 DATE Roadway Design Division 0 Cri in � N .o�co w.w M1-1 MOV 0'i7 N c `r U � 0) o mow M 0 N CONTRACTION JOINT REQUIRED EVERY 12'-0" WHEN DRIVEWAY LENGTH EXCEEDS 20'-0" DRIVEWAY I L ALLEY M MAJOR INTERSECTION COMMERCIAL DRIVEWAY V=:V 151 V V ami IMMO V V V V V miiimwmonWidamsoMradMM — — —4- V • 4 '• • • .4 • • ., • • • V V V 15' 15'T15' 15' 15' 15' • • `:4. , .= Roadway Design Division 0 N 10 o N r- 1 Lai M W IXOM 0•ON • LIFT BAR i BAR G BAR D LIFT BAR BAR C BAR G BARE BAR G BAR . A PLAN INLET COVER BAR E REINFORCING BAR BENDING DIAGRAM FOR CURB INLET (C € LONGITUDINAL PIPES 7„ .. BARE 1 2,_5„ pi 7" 71, hi -' 1-17\?.. 1,BAR G BAR F 1-0, .. 7-0" BAR H 7-0' W=D -(6" T) LOCATION OF BACK WALL WHEN LONGITUDINAL PIPES ARE NOT USED BACK OF CURB PLAN WARP GUTTER TO FIT TEMPLATE Y . = 4'-0" € TRANSVERSE PIPE FLOW WARP GUTTER TO FIT TEMPLATE 5'-0" O 5" TOP OF CURB THROAT OPENING 2'-0" ,511 " 1'-6" 5'-0" LIMIT Of- GUTTER. DEPRESSION L 30"L rrr:J: I I 16" (TYP.) =>; -J. L [8" 4'-0" . 1811 FRONT ELEVATION GUTTER LINE SLOPE VARIES (ADJUST .IN FIELD) LIFT BAR BARD 8A/ C ADDITIONAL LIFT BAR FOR. OPENINGS OVER 8'-0" BAR B LIFT BAR BAR E BAR 6 BACK COVER 11 BAR A PLAN INLET COVER BAR E 4'-0' 11 BAR F REINFORCING BAR SCHEDULE FOR CURB INLETS DATA FOR CURB INLETS BAR SIZE SHAPE Y = 4'-O" Y=6'-0" Y=8'-0" Y = 10'-0" Y = 12'-0" Y=14'-0" Y = 16'-0" Y=18'-0" C N0. LENGTH NO. LENGTH N0. LENGTH NO. LENGTH. N0. LENGTH NO. LENGTH NO. LENGTH N0. LENGTH A 8 STR. 3 6'-9" 3 8'-9" 3 10'-9" 3 12'-9" 3 14-'9" 3 16'-9" 3 18'-9" 3 20'-9" B 6 STR. -- -- 2 4�-10 2 6� 10� " 2 „ 8� 10� 2 10�-10 2 " i2�-10 2 " 14�-1Q 2 16�-10 " C 6 STR. 3 2 -0 �� 1 2 -0 1 2 -0 1 2 -0 1 2 -0 1 2 -0 1 2 -0 1 2 -0 D 6 STR. 1 5'-1" 1 5'-1" 1 5'-1" 1 5'-1" 1 51-1" 1 5'-1" 1 5'-1" 1 5'-1" E 5 BENT 6 4'-0" 6 4'-0" 6 4'-0" 6 4'-0" 6 4'-0" 6 4'-0" 6 4'-0" 6 4'-0" F 5 BENT -- 2'-7" 3 2'-7" 6 2'-7" 8 2'-7" 11 2'-7' 13 2'-7" 16 2'-7" 18 2'-7" G 5 BENT 5 1'-7" 4 1'-7" 4 1'-7" 4 1'-7" 4 1'-7" 4 1'-7" 4 1'-7" 4 1'-7" H 4 BENT -- -- 10 W=4'-0" 10 W=4'-0" 10 W+4'-0" 10 W+4'-0" 10 W+4'-0" 10 W+4'-0" 10 W+4'-0" J 4 STR. -- -- -- -- -- -- -- -- -- -- 2 2'-2" 2 2'-2" 2 2'-2" K 4 STR. -- 327 354 382 5 0.532 6.7 -- -- -- 4 1'-9" 4 1'-9" 4 1'-9" LIFT 4 BENT VAR. 2'-6" VAR. 2'-6" VAR. 2'-6" •VAR. 301 2'-6" VAR. 2'-6" VAR. 2'-6" VAR. 2'-6" VAR. 2'-6" M 4 STR. VAR. 5'-1" VAR. 5'-1" VAR. 5'-1" VAR. 5'-1' VAR. 5'-1" VAR. 5'-1" VAR. 5'-1" VAR. 5'-1" N 4' STR. 8 B-3 8 B-3 8 B-3 8 B-3 8 B-3 8 B-3 8 B-3 8 B-3 € LONGITUDINAL PIPES LOCATION OF BACK WALL WHEN LONGITUDINAL PIPES ARE NOT USED BACK OF CURB 73 10' ANCHOR BAR 8" 2'-10" 1'-10" ANCHOR BAR as; Cur ANCHOR BAR 8" 10" 1 CO 1---- I F �' GUTTER LINE WARP GUTTER TO FIT TEMPLATE I I II 11 I �. TRANSVERSE PIPE Y = 6'-0" TO 18'-0" FLOW WARP GUTTER TO FIT TEMPLATE 5'-0 1,_6„ „ TOP OF CURB THROAT OPENING 2'-0" 511 5'-0" LIMIT OF GUTTER DEPRESSION CURB INLETS " u °It 30" MAX. 16" (TYP.) • irrtf.'.71 J I f' 1 I rte= arc 11 1 �11-1-'-5-BAR H J 8"I 4'-0' _18" FRONT ELEVATION GUTTER LINE T = 9" EXCEPT FOR THE FOLLOWING: T = 6" FOR 6'-0" TO 18'-0" OPENINGS WHEN X = 2'-11" THRU 3'-1" T = 1'-6" FOR 14'-0" TO 18'-0" OPENINGS WHEN X = 3'-11" THRU 71-5" LOCATION OF BACK WALL WHEN LONGITUDINAL PIPES ARE NOT USED m1" NON SHRINK BEDDING GROUT 0 "X" SHALL NOT EXCEED 7'-6". 0 "A" SHALL NOT EXCEED 10'-0". 0 NO DEDUCTIONS WILL BE MADE FOR PIPE OPENINGS. 0 NOT APPLICABLE WHERE Y = 4'-0". DIAMETER OF PIPE AND MINIMUM "X" IN THIS INLET DATA TABLE ARE BASED ON THE LONGITUDINAL PIPE. DEPTH OF THE INLET MAY BE GOVERNED BY THE TRANSVERSE PIPE (MINIMUM "D" = TRANSVERSE PIPE DIAMETER PLUS 9"). TRANSVERSE PIPE TYPICAL SECTION OF INLETS $ GROUT SHALL BE FINISHED SUCH THAT THE TOP ELEVATION OF THE INLET LID, WHEN INSTALLED, MATCHES THE FINISHED SHOULDER SLOPE OF THE ROADWAY CROSS-SECTIONS. NOTES: THE MINIMUM COVERING, MEASURED FROM THE FACE OF CONCRETE TO THE SURFACE OF ANY REINFORCING BAR, SHALL BE THE QUANTITIES OF CONCRETE AND STEEL FOR CURB INLET INCLUDES THAT PORTION OF CONCRETE AND STEEL BELOW AND BACK OF THE CURB SECTION AS SHOWN ON THIS PLAN. THE CONCRETE COVERS MAY BE CAST IN PLACE OR PRECAST. THE CAST IRON COVERS, FRAMES SHALL BE GREY IRON CONFORMING TO THE SPECIFICATIONS. CAST IRON STEPS SHALL BE INSTALLED IN CURB INLETS AND JUNCTION BOXES WHEN THE "X" DIMENSION IS 4'-6" OR GREATER. THE FURNISHING AND PLACING OF CAST IRON STEPS SHALL BE SUBSIDIARY TO THE ITEM FOR WHICH DIRECT PAYMENT IS MADE. THE GUTTER DEPRESSION TEMPLATE SHALL BE USED THROUGHOUT THE THROAT OPENING. CLASS OF CONCRETE AND MINIMUM COMPRESSIVE STRENGTH AND TYPE OF STEEL FOR REINFORCING BARS SHALL CONFORM TO THE DEPARTMENT OF ROADS "STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION." THE INLET COVER SHALL BE IMPRINTED "NO DUMPING" SEE SHEET 2 OF 2. 8" THICK CONCRETE WALL LOCA TED AT MID -POINT (Y/2) OF INLET OPENING. 2 -BAR K 2BARJ SECTION FOR 14'-0", 16'-0" & 18'-0" INLET OPENINGS MID -POINT COVER SUPPORT R8 JUL .II FACE ARMOR DETAIL R7 JAN 07 NO DUMPING. DRAINS TO STREAM R6 SEP 92 UD SLOPE ADJUSTMENT REV. NO. DATE DESCRIPTION OF REVISION NEBRASKA DEPARTMENT OF ROADS STANDARD PLAN NO. 443-R8 CURB INLETS AND JUNCTION BOX FHWA APPROVED: ORIGINAL: FEBRUARY 22, 1974 DATE DATA FOR CURB INLETS DIA. DIMENSIONS QUANTITIES NO. OF M BARS ADDITIONAL QUANTITIES PER ONE INCREASE OF DIMENSION "X" ut-FOOT LONGIT. PIPE X O (MIN,) A Q B C D CONCRETE. CU. YDS. 03 REINFORCING STEEL, LBS. CONCRETE CU. YDS. RE NF. STEELTE Y=4' Y=6' Y=8' Y=10' Y=12' Y=14' Y=16' Y=1B' Y=4' Y=6' Y=8' Y=10' Y=12' Y=14' Y=16' Y=18' - 3-11" I " 2-8 - I " 2-8 1 ,I 2-0 2.08 2.43 2.79 3.15 3.51 4.06 4.46 4.85 113 175 202 231 259 289 316 344 NONE 0.383 6.7 12"21-11" 41-0" � 11-7" 11-8" 11-0" 2.14 2.51 2.86 3.21 3.56 3.95 4.30 4.65 133 186 216 245 274 310 340 364 3 0.459 6.7 15" 3'-2" 4'-3" 1'-11" 1'-11" 1'-3" 2.37 2.71 3.07 3.43 3.79 4.21 4.57 4.94 136 193 221 250 277 312 342 370 3 0.473 6.7 18" 3'-5" 4'-7" 2'-2" 2'-2" 1'-6" 2.60 2.95 3.30 3.67 4.03 4.44 4.80 5.16 141 200 228 257 284 318 349 376 4 0.490 6.7 21" I 11 3 -8 I " 4 -11 21-6" 1 " 2 -5 11-9" 2.83 3.19 3.53 3.90 4.26 4.68 5.04 5.40 144 203 231 260 287 322 351 379 4 0.504 6. 24" 3'-11" 5'-2" 2'-9" 2'-8" 2'-0" 3.06 3.41 3.76 4.12 4.49 5.04 5.43 5.83 148 210 238 267 294 324 352 379 5 0.518 6.7 27" 4'-2" 5'-6" 3'-1" 2'-11" 2'-3" 3.31 3.66 4.01 4.37 4.74 5.29 5.68 6.08 150 213 241 270 297 327 354 382 5 0.532 6.7 30" 41-5" 5'-9" 3'-4" 3'-2" 2'-6" 3.54 3.89 4.25 4.61 4.97 5.52 5.92 6.32 151 217 244 273 301 331 358 385 5 0.547 6.7 36" 4'-11" 6'-4" 3'-11" 3'-8" 3'-0" 4.06 4.41 4.77 5.13 5.49 6.04 6.44 6.83 158 226 254 283 310 340 368 395 6 0.576 6.7 42" 5'-5" 6'-11" 4'-6" 4'-2" 3'-6" 4.60' 4.95 5.31 5.67 6.03 6.58 6.98 7.38 164 236 264 293 320 350 378 405 7 0.605 6.7 48" 5'-11" 7'-6" 5'-1" 4'-8" 4'-0" 5.18 5.53 5.89 6.25 6.61 7.16 7.56 7.95 171 246 274 303 330 360 387 415 8 0.634 6.7 54" I " 6 -5 1 " 8 -1 1 ". 5 =8 I " 5 -2 1 fl 4 -6 5.78 6.13 6.49 6.85 7.21 7.76 8.16 8.56 174 253 280 309 337 367 394 421 8 0.663 6.7 60" 6'-11" 8'-8" 6'-3" 5'-8" 5'-0" 6.41 6.76 7.12 7.48 7.84 8.39 8.79 9.19 180 262 290 319 346 376 404 431 9 0.691 6.7 66" 7'-5" 9'-3" 6'-10" 6'-2" 5'-6" 7.07 7.42 7.78 8.14 8.50 9.05 9.45 9.85 187 272 300 _329 356 386 414 441 10 0.720 6.7 LOCATION OF BACK WALL WHEN LONGITUDINAL PIPES ARE NOT USED m1" NON SHRINK BEDDING GROUT 0 "X" SHALL NOT EXCEED 7'-6". 0 "A" SHALL NOT EXCEED 10'-0". 0 NO DEDUCTIONS WILL BE MADE FOR PIPE OPENINGS. 0 NOT APPLICABLE WHERE Y = 4'-0". DIAMETER OF PIPE AND MINIMUM "X" IN THIS INLET DATA TABLE ARE BASED ON THE LONGITUDINAL PIPE. DEPTH OF THE INLET MAY BE GOVERNED BY THE TRANSVERSE PIPE (MINIMUM "D" = TRANSVERSE PIPE DIAMETER PLUS 9"). TRANSVERSE PIPE TYPICAL SECTION OF INLETS $ GROUT SHALL BE FINISHED SUCH THAT THE TOP ELEVATION OF THE INLET LID, WHEN INSTALLED, MATCHES THE FINISHED SHOULDER SLOPE OF THE ROADWAY CROSS-SECTIONS. NOTES: THE MINIMUM COVERING, MEASURED FROM THE FACE OF CONCRETE TO THE SURFACE OF ANY REINFORCING BAR, SHALL BE THE QUANTITIES OF CONCRETE AND STEEL FOR CURB INLET INCLUDES THAT PORTION OF CONCRETE AND STEEL BELOW AND BACK OF THE CURB SECTION AS SHOWN ON THIS PLAN. THE CONCRETE COVERS MAY BE CAST IN PLACE OR PRECAST. THE CAST IRON COVERS, FRAMES SHALL BE GREY IRON CONFORMING TO THE SPECIFICATIONS. CAST IRON STEPS SHALL BE INSTALLED IN CURB INLETS AND JUNCTION BOXES WHEN THE "X" DIMENSION IS 4'-6" OR GREATER. THE FURNISHING AND PLACING OF CAST IRON STEPS SHALL BE SUBSIDIARY TO THE ITEM FOR WHICH DIRECT PAYMENT IS MADE. THE GUTTER DEPRESSION TEMPLATE SHALL BE USED THROUGHOUT THE THROAT OPENING. CLASS OF CONCRETE AND MINIMUM COMPRESSIVE STRENGTH AND TYPE OF STEEL FOR REINFORCING BARS SHALL CONFORM TO THE DEPARTMENT OF ROADS "STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION." THE INLET COVER SHALL BE IMPRINTED "NO DUMPING" SEE SHEET 2 OF 2. 8" THICK CONCRETE WALL LOCA TED AT MID -POINT (Y/2) OF INLET OPENING. 2 -BAR K 2BARJ SECTION FOR 14'-0", 16'-0" & 18'-0" INLET OPENINGS MID -POINT COVER SUPPORT R8 JUL .II FACE ARMOR DETAIL R7 JAN 07 NO DUMPING. DRAINS TO STREAM R6 SEP 92 UD SLOPE ADJUSTMENT REV. NO. DATE DESCRIPTION OF REVISION NEBRASKA DEPARTMENT OF ROADS STANDARD PLAN NO. 443-R8 CURB INLETS AND JUNCTION BOX FHWA APPROVED: ORIGINAL: FEBRUARY 22, 1974 DATE Roadway Design Division c in 1r) u, a Z N r- , M W M X0 i 0130 C 0 13 O N O M O W c0VV) N W 0 11 NO DUMPING. T DRAINS TO STREAM NO_ PING _ DRAINS 11 5 INLET COVER. QUANTITIES FOR JUNCTION BOX SIZE Y x Y 1 X'= 2'-6" ADDITIONAL QUANTITIES OF CONCRETE (CU. YDS.) PER ONE FOOT INCREASE OF DIMENSIONS "X" ** CONCRETE CU. YDS.* REINFORC. STEEL. LBS. 2'-0" x 2'-0" 0.94 15 0.26 2'-0" x 2'-6" 1.06 18 0.27 2'-0" x 3'-0" 1.18 23 0.31 2'-6" x 2'-6" 1.20 19 0.31 2'-6" x 3'-0" 1.33 22 0.34 3'-0" x 3'—O" 1.47 29 0.36 3'-0" x 3'-6" 1.61 30 0.39 3'—O" x 4'-0" 1.76 34 0.41 * NO DEDUCTIONS WILL BE MADE FOR PIPE OPENINGS ** DIMENSION "X" SHALL NOT EXCEED 5'-6" NO. 4 BARS AT 8" MAX. SPACING - N0. 4 BARS AT 8" MAX. SPACING Y1+11-4" 4" MAX. 9" PLAN Y-2" OR Y-2" 1 1 0.01 NW 0.03 0.04 0.05 0.06 SLOPE (FT/FT) 157 2'-0" w 12'-0" 215 14'-0" H 30 16" ' MAX. (TYP.) 10%&' 97/8" 9%" 94/6" 8" Y OR Y1 811 tri 7.1 r SECTION C -C JUNCTION BOX (NOT FOR. USE UNDER TRAFFIC) NOTE: TEXT IS TO BE IMPRINTED INTO CONCRETE, AT A DEPTH OF %". 6 cc cc BAR N AT 8%" CTRS. 1 5'-411 SECTION PLAN BACK COVER THE CAST IRON COVERS AND FRAMES SHALL BE GREY IRON CONFORMING TO THE SPECIFICATIONS. if HATCHEDLSURFACE 2'-0" 3" PICK HOLE (OPTIONAL) 311 1' 1" 1 1,-11" 1" TOTAL WEIGHT = 125 LBS. CAST IRON COVER AND FRAME PAVING CROSS 0.01 0.02 0.03 0.04 0.05 0.06 SLOPE (FT/FT) 157 101-0" 186 12'-0" 215 14'-0" H 10'46" 101A" 10%&' 97/8" 9%" 94/6" GUTTER DEPRESSION TEMPLATE LIFT BAR A GROUT COVER ti NO. 4 ANCHOR BAR - (ANCHOR BAR SHALL BE PLACED IN %" MAX. DRILLED HOLE AND SET WITH EPDXY COMPOUND) SECTION A -A A %" HOLE PLAN ANCHOR BAR SECTION B -B PLAN r, CHAMFER DETAIL 10" .. FRONT ELEVATION STEPS TO BE PLACED AT 16" CENTERS CAST IRON STEPS GRIND UPPER CORNER OPTIONAL (SEE CHAMFER DETAIL) STRUCTURAL STEEL FOR FACE ARMOR THROAT OPENING WEIGHT (LBS.) 4'-0" 100 6'—O" 129 8'-0" 157 101-0" 186 12'-0" 215 14'-0" 243 16'-0" 272 C6X13 - FULL LENGTH OF INLET COVER 1%" (TYP.) RADIUS ALTERNATE OR CHAMFER NOTE: FACE ARMOR N0. 4 DEFORMED ANCHOR BAR AT 9" CENTER THE COMPLETED FACE ARMOR/ANCHOR BAR ASSEMBLY SHALL BE HOT -DIP GALVANIZED IN ACCORDANCE WITH ASTM A153. R8 JUL 11 FACE ARMOR DETAIL R7 JAN 07 NO DUMPING, DRAINS TO STREAM R6 SEP 92 UD SLOPE ADJUSTMENT REV. NO. DATE DESCRIPTION OF REVISION NEBRASKA DEPARTMENT OF ROADS STANDARD PLAN NO.443-R8 CURB INLETS AND JUNCTION BOX ORIGINAL: FEBRUARY 22, 1974 DATE C 0 m N0 00 1 6'-0" MIN. OVERLAP SILT FENCE SPLICE SILT FENCE WITH 10'-0" RADIUS BAY T T SILT FENCE WITH 0' RADIUS BAY BAY DETAIL NOTE: SILT FENCE AT CORNERS SHALL HAVE A RADIUS OF 0' MIN. TO 10'-0" MAX. 6'-0" v 30" R.O.W. LINE STEEL STUDDED "T" LINE POSTS 5`-6" LENGTH; 6`-O" MAX. SPACING TOE OF SLOPE TRENCH AND COMPACT BACKFILL SEE TRENCH. DETAIL OPTION ONE (PREFERED) SILT FENCE (6'-O" OFFSET FROM TOE OF FILL) PLASTIC CABLE TIES - IF STAPLES ARE USED THEY MUST BE THROUGH ALL LAYERS OF FABRIC SILT FENCE FABRIC WATER LEVEL VARIES 2' MIN. F- 1 • • „, tA14, 47 Alikiir sesittftwommmu ,. 144%fliztt::::M iiik .14usetualmmuu 41<i 1 lFlf,' Nj :, It 6'-0" OFFSET FROM • TOE OF FILL (MINIMUM) SILT FENCE iaV FABRIC • 6"x 1" WIRE STAPLE *fl PLACED AT 1' ON CENTER R.O.W. LINE 30" TRENCH AND COMPACT BACKFILL SEE TRENCH DETAIL 2" x 2" x 6'-0" WOOD STAKE SPACING 6'-O" ON CENTER SILT RUNOFF 6" 6" x 1" WIRE STAPLE EVERY 2'-0" NOTE: * INCLINE POST 15° TO 20° MAX. FROM VERTICAL, TOWARD FLOW. SILT FENCE (WET & BELOW WATER INSTALLATION) TRENCH DETAIL STEEL STUDDED "T" LINE POSTS 5'-6" LENGTH; 6`-0" MAX. SPACING TOE OF SLOPE OPTION TWO (WITH LIMITED R. 0. W. ) SILT FENCE (AT TOE OF FILL) SILT FENCE FABRIC FLOW NOTE: POST SPACING 6'-0" MAX. MULTIPLE BAYS MAY BE USED * * * SILT FENCE MAY ALSO BE INSTALLED WITH A SILT FENCE PLOW. N0 STAPLING IS REQUIRED WHEN THE SILT FENCE PLOW IS USED. STEEL STUDDED "T" LINE POSTS 5'-6" LENGTH; 6'-0" MAX. SPACING 2'-0" FLOW 1'-0" 30" SILT TRAP 2'-0" 2'-O" APPROX. TRENCH AND COMPACT BACKFILL SEE TRENCH DETAIL SILT FENCE WITH SILT TRAP (ACROSS DITCH) PLASTIC CABLE TIES - (STAPLED TO POST) IF STAPLES ARE USED THEY MUST BE THROUGH ALL LAYERS (3 -REQUIRED ON EACH STAKE) 2"x 2"x 30" WOOD STAKES (NOMINAL) SPACING, 3`-0" MAX. ON CENTER 6"+ 6"x 1" WIRE STAPLE EVERY 2'-O" STAGGERED BACKFILL SILT FENCE - LOW PROFILE (LOW AND/OR HIGH POROSITY) FLOW HIGH POROSITY SILT FENCE (ACROSS DITCH) L = A + 6'-0" L2= Y + 6'-O" CURB INLET STEEL STUDDED "T" LINE POSTS 5`-6" LENGTH; 6'-0" MAX. SPACING FLOW 30" TRENCH AND COMPACT BACKFILL SEE TRENCH DETAIL 36" COIR SILT FENCE FABRIC - BACKFILL 6"x 1" WIRE STAPLE 30" HIGH POROSITY 8'-0" MAX. 3'-0" MIN. SILT FENCE (ACROSS DITCH) PLASTIC CABLE TIES - (STAPLED TO POST) IF STAPLES ARE USED THEY MUST BE THROUGH ALL LAYERS (3 -REQUIRED ON EACH STAKE) 2"x 2"x 6' WOOD STAKES (NOMINAL) SPACING, 6'-0" MAX. ON CENTER DRIVEN UNTIL FIRM COIR SILT FENCE - ON WOOD POSTS - DRY INSTALLATION SILT FENCE X TOE OF FILL / SILT FENCE (UNDER BRIDGE) LSILT FENCE Y 61_0„ MIN. SILT FENCE SILT FENCE (AT DRAINAGE STRUCTURE) x TOE OF FILL i-XX-XXXX-XX®XXXXXX-XX-XXi - HIGH POROSITY LOW POROSITY SILT FENCE SILT FENCE 1 1 i L2 i ■-XXXX—XX—XX—iqt—XX—XX—XX-�XX L 1 & L 2 = FACE OF INSIDE WALL + 6'-O" GRATE, AREA, MEDIAN INLETS OR JUNCTION BOXES ** 3'-0" IF POSSIBLE (MAY VARY) LOW POROSITY NOTE: SILT FENCE SHOULD BE 30" ABOVE GRADE (MAY VARY) SILT FENCE MINIMUM ROLL WIDTH: LOW POROSITY = 42" HIGH POROSITY = 42" LOW PROFILE = 36" COIR SILT FENCE = 36" FOR EACH STEEL STUDDED "T" LINE POST, 3 PLASTIC CABLE TIES ARE REQUIRED. REV. NO. DATE DESCRIPTION OF REVISION NEBRASKA DEPARTMENT OF ROADS STANDARD PLAN NO. 502 SILT FENCE DETAILS %yyti 44,b� ).- o`"; AR '� ; `r'� y.: EXE,: f! �� :t � 522 �+''', °(, 5 ; APPROVED: DECEMBER 18.2006 alk Mr * DATE isa, ;Q; bri- Roadway Design Division a 0 0 '. N r 0 0) MAST ARM LOADING CHART SIGNAL LOADING CRITERIA 1ST SIGNAL 2ND SIGNAL 3RD SIGNAL LT TURN SIGNAL POLE SHAFT TYPE MAST ARM SPAN NUMBER OF SIGNALS MINIMUM SPACING NUMBER OF 12" SECTIONS WITH BACK PLATE WEIGHT (LBS.) NUMBER OF 12" SECTIONS WITH BACK PLATE WEIGHT (LBS.) NUMBER OF 12" SECTIONS WITH BACK PLATE WEIGHT (LBS.) NUMBER OF 12" SECTIONS WITH BACK PLATE LWEIGHT (LBS.) CUP -1 20' 2 8' 3 50 3 50 - - - - 25' 2 8' 3 50 3 50 - - - - 30' 2 10' 3 50 3 50 - - - - CW -2 35' 3 10' 3 50 3 50 - - 5 75 40' 3 10' 3 50 3 50 - - 5 75 45' 3 10' 3 50 3 50 - - 5 75 CMP -3 50' 4 10' 3 50 3 50 3 50 5 75 55' 4 10' 3 50 3 50 3 50 5 75 60' 4 10' 3 50 3 50 3 50 5 75 65' 4 10° 3 50 3 50 3 50 5 75 MAST ARM POLE SHAFT SCHEDULE SHAFTLENGTHMAST TYPE RISE HEIGHT ARM ATTACHMENT HEIGHT BOLT CIRCLE BOLT HOLE DIA. BASE DIA. TOP DIA. ANCHOR BOTS CMP -1 20' 18'-6" 16.5" 1 3/4" 11.00" 8.20" 1 1/2" X 54" X 6" C1E-2 20' 18'-6" 16.5" 1 3/4" 12.00" 9.20" 1 1/2" X 54" X 6" CMP -3 20' 18'-6" DESIGN PER AASHTO SPECIFICATIONS' LUMINAIRE ARM SCHEDULE ARM SPAN RISE HEIGHT ARM SHAFT SIZE 8' 1°-4" 3.6" X 2.4" 10' 1'-8" 3.8" X 2.4" 12' 2'-0" 4.1" X 2.4" 15' 2'-6" 4.6" X 2.4" LUMINAIRE EXTENSION SCHEDULE BASE DIA. TOP DIA. LENGTH GAGE LUX MTG. HEIGHT 8.70" 7.51" 8'-6" 11 30' 8.70" 6.81" 13'4" 11 35' 8.70" 6.11" 18'-6" 11 40' 8.70" 5.41" 23'-6° 11 45° 8.70" 4.71" 28'-6" 11 50' MAST ARM FOUNDATION REINFORCEMENT BAR USAGE BAR NO. QUANTITY LENGTH USAGE FOUNDATION DEPTH FOUNDATION DEPTH 8' 12' 8' 12' F-501 8 12 - - SQUARE FOUNDATION ONLY F-502 8 8 7'-4" 11'-4" VERTICAL BARS F-503 8 12 - - ROUND FOUNDATION ONLY REINFORCEMENT BAR BENDING DIAGRAM F-503 F-501 DIA. 2'-4" 12" LAP 2'-4" • 1/4" SS HEX HEAD BOLT THRU COLLAR AND POLE SHAFT LUMINAIRE ARM SPAN (L) SIGNAL MAST ARM SPAN (S) • • r-- 4 4 1/2" DIA POLE SHAFT Y SEE NOTE 6 FRANGIBLE BASE W/HAND HOLE 1" CHAMFER WHEN IN EARTH ANCHOR BOLTS CONDUIT BENDS SEE NOTE 4 CONCRETE FOUNDATION NOTE NOTE 1 POLE CAP SEE NOTE 6 ANTI -SEIZE COMPOUND GROUND ROD, 5/8" X 12' ON POLE THREADS DETAIL C 2' PEDESTAL POLE, TYPE PP- "H" GROMMET SEE NOTE 5 LUMINARE MOUNTING tl 0 ao ROADWAY CROWN 4 C MAST ARM SIGNAL POLE, TYPE MP -S OR COMBINATION MAST ARM SIGNAL AND LIGHTING POLE, TYPE CMP -S -L POLE CAP W/SET SCREWS SEE NOTE 6 GROMMETS SEE NOTE 5 LIFTING HOOK AND WIRE SUPPORT 4 H.S. HEX HEAD BOLTS W/HEX NUTS FLAT & LOCKWASHERS GROMMETS SEE NOTE 5 LIFTING HOOK AND WIRE SUPPORT ''.74\ SET SCREW 111 4 H.S. HEX HEAD BOLTS W/HEX NUTS AND LOCK WASHERS DETAIL A 5.50" BOLT CIRCLE W/CLEARANCE FOR 1"-8 UNC BOLTS DIA. 3.0" A LUMINARE EXTENSION BASE SECTION 4 1"-BUNC TAPPED HOLES ON 5.50" BOLT CIRCLE SECTION D -D POLE BASE SEE POLE SHAFT SCHEDULE DETAIL B HAND HOLE - SEE NOTE 7 1/8" GALV. HARDWARE CLOTH - 2 1/2" LB CONTROLLER PAD 1 Y D A -A SIGNAL POLE TOP SECTION SET SCREW GROUND NUT SEE NOTE 12 ANCHOR BOLT COVER 1 -11--'r - - -1, L J ) • - - ALTERNATE GROUND ROD FOR FOUNDATIONS GREATER THAN 8' DEEP F-502 BARS F-503 BARS ANCHOR BOLT CIRCLE CENTERED ON FOUNDATION SEE POLE SHAFT SCHEDULE ROUND FOUNDATION SECTION C -C 4" MIN.1 B -B LEVELING NUT CHAMFER WHEN IN EARTH 0 M CONDUIT BENDS SEE NOTE 4 ANCHOR BOLTS GROUND ROD THRU CONDUIT AT CENTER OF FOUNDATION SEE NOTE 3 FOUNDATION SEE NOTE 1 F-502 BARS SQUARE FOUNDATION SECTION E -E F-501 BARS NOTES POLE FOUNDATIONS 1. THE POLE FOUNDATION MAY BE ROUND OR SQUARE. THE EXCAVATION SHALL BE TO THE NEAT LINES OF THE FOUNDATION. ONLY THE TOP TWO FEET MAY BE FORMED. THE PEDESTAL POLE FOUNDATION DOES NOT REQUIRE REINFORCEMENT BARS. FOUNDATION SHALL BE FLUSH WITH SURROUNDING CONCRETE SURFACE OR A MINIMUM OF 2" PROJECTION WHEN IN EARTH. PREFORMED EXPANSION JOINT FILLER SHALL BE USED WHEN ABUTTING SIDEWALK OR OTHER SURFACING MATERIAL. CONCRETE SHALL BE CLASS 47B-3000. 2. ANCHOR BOLTS SHALL BE THREADED. EACH ANCHOR BOLT SHALL BE SUPPLIED WITH TWO HEX NUTS AND TWO FLAT WASHERS. ANCHOR BOLTS SHALL GRADE 55, MANUFACTURED IN ACCORDANCE WITH AASHTO M 314. 3. THE GROUND ROD SHOULD BE PLACED BEFORE THE CONCRETE FOUNDATION IS POURED AND LOCATED AS SHOWN IN THE FOUNDATION DETAIL. IT SHALL EXTEND AT LEAST EIGHT INCHES ABOVE TOP OF FINISHED FOUNDATION AND SHALL EXTEND A MINIMUM OF EIGHT FEET BELOW THE FOUNDATION. THE GROUND ROD SHALL BE 5/8" X 12' FOR PEDESTAL POLE FOUNDATIONS, AND 5/8" X 17' FOR EIGHT FOOT FOUNDATIONS. THE GROUND ROD FOR 12 FOOT FOUNDATIONS SHALL BE 5/8" X 21' WHEN PLACED IN THE FOUNDATION OR 5/8" X 10' WHEN PLACED OUTSIDE OF THE FOUNDATION. WHEN THE GROUND ROD IS PLACED OUTSIDE OF THE FOUNDATION IT SHALL BE CONNECTED TO THE GROUND NUT IN THE POLE WITH *6 AWG BARE COPPER. 4. CONDUIT BENDS SHALL BE 90°. THEY SHALL BE LOCATED A MINIMUM OF 30 INCHES BELOW GROUND LEVEL. STANDPIPE CONDUIT A MINIMUM OF 2 INCHES ABOVE TOP OF FINISHED FOUNDATION. THERE SHALL BE A MINIMUM OF ONE SPARE CONDUIT BEND INSTALLED IN EACH FOUNDATION WITH BOTH ENDS PLUGGED AND FREE OF DEBRIS AND MOISTURE. POLE SPECIFICATIONS 5. TRAFFIC SIGNAL MAST ARMS, LUMINAIRE MAST ARMS, LUMINAIRE EXTENSIONS AND POLE SHAFTS SHALL BE SUPPLIED WITH 1" I.D. RUBBER GROMMETS FOR CABLE INLETS. SIGNAL MAST ARMS SHALL ALSO BE SUPPLIED WITH 1" RUBBER GROMMETS FOR THE NUMBER OF SIGNALS SPECIFIED IN THE LOADING CHART. ALL INLET HOLES SHALL BE DRILLED IN THE FIELD BY THE CONTRACTOR. 6. POLE CAPS SHALL BE PROVIDED WITH EACH POLE SHAFT OR LUMINAIRE EXTENSION, AND SIGNAL MAST ARM. 7. ALL HAND HOLES SHALL HAVE A MINIMUM OPENING OF 4" X 6". POLE SHAFTS AND LUMINAIRE EXTENSIONS SHALL BE SUPPLIED WITH HAND HOLE COVERS. THE HAND HOLE SHALL BE REINFORCED TO MAINTAIN FULL STRENGTH OF THE POLE. HAND HOLE SHALL BE LOCATED AWAY FROM TRAFFIC. 8. SIGNAL MAST ARMS SHALL HAVE A MAXIMUM RISE OF 5° UNLOADED AND A MINIMUM RISE OF 0° AT THE END OF THE MAST WHEN ARM FULLY LOADED. 9. EACH POLE SHAFT, LUMINAIRE EXTENSION, LUMINAIRE ARM AND SIGNAL ARM SHALL BE FURNISHED WITH ALL MISCELLANEOUS HARDWARE NECESSARY TO COMPLETE ASSEMBLY. 10. ALL MISCELLANEOUS STEEL HARDWARE AND THREADED FASTENERS OVER 3/8 INCH DIAMETER SHALL BE GALVANIZED TO COMPLY WITH ASTM -A 153. 11. THE POLE SHAFT, LUMINAIRE EXTENSION, LUMINAIRE ARM AND SIGNAL ARM SHALL BE GALVANIZED TO COMPLY WITH ASTM -A 123. 12. A GROUNDING NUT FOR ACCOMMODATION OF NO. 6 AWG COPPER WIRE SHALL BE PROVIDED ON THE INSIDE OF THE POLE SHAFT DIRECTLY OPPOSITE THE HAND HOLE OPENING. NO GROUNDING PROVISIONS WILL BE ALLOWED ON THE HAND HOLE FRAME. 13. TRAFFIC SIGNAL POLES SHALL BE DESIGNED TO CURRENT AASHTO STANDARDS. ANCHOR BOLT CIRCLE CENTERED ON FOUNDATION SEE POLE SHAFT SCHEDULE R4 MAR. 98 REVISE NOTE 3,ADDED ALTERNATE GROUND ROD AND HARDWARE CLOTH REV. NO. DATE DESCRIPTION OF REVISION NEBRASKA DEPARTMENT OF ROADS STANDARD PLAN NO. 9I2 -R4 TRAFFIC SIGNAL POLE DETAIL APPROVED: JULY 20, 1977 DATE Roadway Design Division O N V o If; a o t - O 7. 01St - N CHANNELIZATION DEVICES THE FUNCTION OF CHANNELIZATION DEVICES IS TO WARN DRIVERS OF CONDITIONS CREATED BY WORK ACTIVITIES IN OR NEAR THE TRAVELED WAY, TO PROTECT WORKERS IN THE TEMP— ORARY TRAFFIC CONTROL ZONE, AND TO GUIDE DRIVERS AND PEDESTRIANS SAFELY. CHANNEL— IZING DEVICES INCLUDE BUT ARE NOT LIMITED TO CONES, TUBULAR MARKERS, VERTICAL PANELS, DRUMS, BARRICADES, TEMPORARY RAISED ISLANDS, AND BARRIERS. DEVICES USED FOR CHANNELIZATION SHOULD PROVIDE FOR SMOOTH 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 BE CONSTRUCTED AND BALLASTED TO PERFORM IN A PREDICT— ABLE MANNER WHEN INADVERTENTLY STRUCK BY A VEHICLE. IF STRUCK. THE DEVICE SHOULD YIELD OR BREAK AWAY. 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 TO THE SPEED WHEN USED FOR THE TAPER CHANNELIZATION, AND A DISTANCE IN FEET OF TWICE THE SPEED WHEN USED FOR TANGENT CHANNELIZATION. SPACING OF CHANNELIZATION DEVICES SPEED (MPH) 5 SPACING OF DEVICES IN FEET TAPER TANGENT 25 25 FT 50 FT 35 35 FT 70 FT 45 45 FT 90 FT 55 55 FT 110 FT 65 65 FT 130 FT 70 70 FT 140 FT 75 75 FT 150 FT WARNING LIGHTS ON CHANNELIZ NG DEVICES. CONSIDERATION SHOULD BE GIVEN TO FOG OR SNOW AREAS, SEVERE ROADWAY CURVATURE, AND USUALLY CLUTTERED ENVIRONMENTS. FLASHING WARNING LIGHTS SHALL BE PLACED ON CHANNELIZING DEVICES USED SINGLY OR IN GROUPS TO MARK A SPOT CONDITION. STEADY—BURN WARNING LIGHTS MAY BE USED ON CHANNELIZING DEVICES USED IN A SERIES. THE RETROREFLECTIVE MATERIAL USED ON CHANNELIZING DEVICES SHALL HAVE A SMOOTH, SEALED OUTER SURFACE, MEETING THE REQUIREMENTS OF THE ASTM SPECIFICATION: D4956, FOR TYPE III SHEETING. THE COEFFICIENT OF RETROREFLECTION OF CHANNELIZING DEVICES SHALL HAVE THE FOLLOWING MINIMUM BRIGHTNESS VALUES MEASURED AT 0.2° OBSERVATION ANGLE AND —4° ENTRANCE ANGLE. CANDELAS PER LUX PER SQUARE METER. COEFFICIENT OF RETROREFLECTION WHITE ORANGE RED YELLOW 125 50 22.5 85 IN ADDITION TO THE MINIMUM COEFFICIENT OF RETROREFLECTION, THE AMERICAN TRAFFIC SAFETY SERVICES ASSOCIATION (ATSSA) "QUALITY STANDARD FOR WORK ZONE TRAFFIC CONTROL DEVICES" MAY BE USED AS A VISUAL GUIDE FOR DETERMINING IF A TRAFFIC CONTROL DEVICE IS ACCEPTABLE, MARGINAL OR UNACCEPTABLE. THE NAME 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 NON—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 OF 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 NON—RETROREFLECTIVE SPACES BETWEEN THE HORIZONTAL ORANGE AND WHITE STRIPES, SHALL NOT EXCEED 2 INCHES WIDE. DRUMS SHALL HAVE CLOSED TOPS THAT WILL NOT ALLOW COLLECTION OF ROADWORK OR OTHER DEBRIS. DRUMS 18" MIN 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 TO AN EXTENT THAT WOULD MAKE THEM HAZARDOUS TO MOTORISTS, PEDESTRIANS, OR WORKERS. WHEN THEY ARE USED IN REGIONS SUSCEPTIBLE TO FREEZING, THEY SHOULD HAVE DRAINAGE HOLES IN THE BOTTOM SO WATER WILL NOT ACCUMULATE AND FREEZE, CAUSING A HAZARD IF STRUCK BY A MOTORIST. BALLAST SHALL NOT BE PLACED ON TOP OF THE DRUM. BARRICADES BARRICADE TYPE TYPE II TYPE III WIDTH OF RAIL 8 INCHES MIN — 12 INCHES MAX 8 INCHES MIN — 12 INCHES MAX LENGTH OF RAIL 36 INCHES 8 FEET ** 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 ili•2°°4 ,;1060(!!!---4-1, iffl L 45° BALLAST BAR BALLAST %N‘4%%% TIE CHAIN OR OTHER APPROVED METHOD BALLAST SHALL NOT BE PLACED OVER ANY REFLECTIVE DEVICE DESIGN A BARRICADE IS A PORTABLE OR FIXED DEVICE HAVING TWO OR THREE RAILS WITH APPRO— PRIATE MARKINGS. IT IS USED TO CONTROL TRAFFIC BY CLOSING , RESTRICTING, OR DELINEATING ALL OR A PORTION OF THE RIGHT—OF—WAY. BARRICADES SHALL BE ONE OF TWO TYPES: TYPE II, OR TYPE III. STRIPES ON BARRICADE RAILS SHALL BE ALTERNATING ORANGE AND WHITE RETROREFLECTIVE STRIPES (SLOPING DOWNWARD AT AN ANGLE OF 45 DEGREES IN THE DIRECTION TRAFFIC IS TO PASS). THE STRIPES SHALL BE 6 INCHES WIDE. THE MINIMUM RAIL LENGTH IS 36 INCHES. WHERE A BARRICADE EXTENDS ENTIRELY ACROSS A ROADWAY, THE STRIPES SHOULD SLOPE DOWNWARD IN THE DIRECTION TOWARD WHICH TRAFFIC MUST TURN. WHERE BOTH RIGHT AND LEFT TURNS ARE PROVIDED, THE STRIPES MAY SLOPE DOWNWARD IN BOTH DIRECTIONS FROM THE CENTER OF THE BARRICADE OR BARRICADES. WHERE NO TURNS ARE INTENDED, THE STRIPES SHOULD SLOPE DOWNWARD TOWARD THE CENTER OF THE BARRICADE OR BARRICADES, BARRICADE RAILS SHOULD BE SUPPORTED IN A MANNER THAT WILL ALLOW THEM TO BE SEEN BY THE MOTORIST AND PROVIDE A STABLE SUPPORT NOT EASILY BLOWN OVER BY THE WIND OR TRAFFIC. BARRICADES ARE LOCATED ADJACENT TO TRAFFIC AND ARE THEREFORE SUBJECT TO IMPACT BY ERRANT VEHICLES. BECAUSE OF THEIR VULNERABLE POSITION AND THE HAZARD THEY CREATE. THEY SHOULD BE CONSTRUCTED OF LIGHTWEIGHT MATERIALS 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 OR IN OTHER SITUATIONS WHERE BARRICADES MAY BE SUSCEPTIBLE TO OVERTURNING IN THE WIND, SANDBAGS SHOULD BE USED FOR BALLASTING. SANDBAGS MAY BE PLACED ON LOWER PARTS OF THE FRAME OR 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. ON THE INTERSTATE , FREEWAY AND EXPRESSWAY SYSTEM, TYPE II BARRICADES SHALL NOT BE USED FOR CHANNELIZATION. THE BARRICADE OWNERS NAME, NOT TO EXCEED 15 SQUARE INCHES SHALL BE SHOWN ON THE BARRICADE BACK OR SUPPORT. BUT NOT ON ITS FACE. APPLICATION TYPE 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 IN A SERIES FOR CHANNELIZING TRAFFIC. TYPE III BARRICADES SHALL BE SUPPLEMENTED, WITH A LIGHTING DEVICE UNLESS SPECIFICALLY DELETED BY THE ENGINEER TO USE SOME BARRICADES WITHOUT LIGHTS. TYPE III BARRICADES USED AT A ROAD CLOSURE MAY EXTEND COMPLETELY ACROSS A ROADWAY OR FROM CURB TO CURB. WHERE PROVISION IS MADE FOR ACCESS OF AUTHORIZED EQUIPMENT AND VEHICLES, THE RESPONSIBILITY FOR THE TYPE III 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 DESIGN CONES SHALL BE PREDOMINANTLY ORANGE, FLOURESCENT RED—ORANGE, OR FLOURESCENT YELLOW/ORANGE, NOT LESS THAN 28 INCHES IN HEIGHT, AND SHALL BE MADE OF A MATERIAL THAT CAN BE STRUCK WITHOUT DAMAGING VEHICLES ON IMPACT. CONES WHEN ALLOWED ON THE INTERSTATE, FREEWAY OR EXPRESSWAY SYSTEM SHALL BE A MINIMUM OF 36 INCHES IN HEIGHT. FOR NIGHTIME USE, CONES SHALL BE RETROREFLECTIVE OR EQUIPPED WITH LIGHTING DEVICES FOR MAXIMUM VISIBILITY. RETROREFLECTION OF 28 INCH OR 36 INCH CONES SHALL BE PROVIDED BY A WHITE BAND 6 INCHES WIDE, NO MORE THAN 3 INCHES TO 4 INCHES FROM THE TOP OF THE CONE, AND AN ADDITIONAL 4 INCHES WIDE 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, WHITE. 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 BE USED IN PLACE OF DRUMS OR TYPE II BARRICADES. APPLICATION TRAFFIC CONES ARE USED TO CHANNELIZE TRAFFIC, DIVIDE OPPOSING TRAFFIC LANES, DIVIDE TRAFFIC LANES WHEN TWO OR MORE LANES ARE KEPT OPEN IN THE SAME DIRECTION, AND DELINEATE 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 TO ENSURE THAT CONES WILL NOT BE BLOWN OVER OR DISPLACED BY WIND OR MOVING TRAFFIC. CONES CAN BE DOUBLED UP TO INCREASE THEIR WEIGHT. SOME CONES ARE CONSTRUCTED WITH BASES THAT CAN BE FILLED WITH BALLAST. OTHERS HAVE SPECIAL WEIGHTED BASES, OR WEIGHTS SUCH AS SANDBAG RINGS THAT CAN BE DROPPED OVER THE CONES AND ONTO THE BASE TO PROVIDE ADDED STABILITY. BALLAST, HOWEVER, SHOULD NOT PRESENT A HAZARD IF THE CONES ARE INADVERTENTY STRUCK. CONES 6" ORANGE z 2 co N 6" WHITE 30 LB BASE 2 1/4" MAX HEIGHT 4.4 U 0 J LU CCC N J °r VERTICAL PANELS DESIGN VERTICAL PANELS SHALL BE 12 INCHES WIDE AND AT LEAST 24 INCHES HIGH. THEY SHALL HAVE ORANGE 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 DEGREES IN THE DIRECTION TRAFFIC IS TO PASS). VERTICAL PANELS SHALL BE MOUNTED UPRIGHT WITH THE TOP A MINIMUM OF 36 INCHES ABOVE THE ROADWAY. VERTICAL PANELS NOT MOUNTED ABOVE CONCRETE BARRIERS SHALL HAVE LEGS OR 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 5 CO N 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. RETROREFLECTION 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 HAVE 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 TO THE PAVEMENT WITH ANCHOR BOLTS OR ADHESIVE, USING WEIGHTED BASES, OR WEIGHTS THAT CAN BE DROPPED OVER THE TUBULAR MARKERS AND ONTO THE BASE TO PROVIDE 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 LESS THAN THE MINIMUM FACING TRAFFIC, IT SHALL BE ATTACHED TO THE PAVEMENT TO ENSURE THAT THE WIDTH FACING TRAFFIC MEETS THE MINIMUM REOUIREMENTS. REFLECTIVE WHITE OPPOSING TRAFFIC LANE DIVIDERS 2 •0 M DESIGN ,/ OPPOSING TRAFFIC LANE DIVIDER SHALL BE A TWO SIDED UPRIGHT REFLECTORIZED ORANGE PANEL, WITH A 12 INCHES WIDTH AND 18 INCHES HEIGHT. THE TOP OF THE PANEL SHALL BE 36 INCHES ABOVE THE PAVEMENT. THE SYMBOL ON EACH SIDE SHALL BE TWO OPPOSING BLACK ARROWS. THE LANE DIVIDER SHALL BE MADE OF LIGHTWEIGHT MATERIAL THAT WILL YIELD UPON IMPACT BY A VEHICLE. THE LANE DIVIDER BASE SHALL NOT BE WIDER THAN 12 INCHES OR HIGHER THAN 2 INCHES. THE BASE SHALL BE ATTACHED TO THE EXISTITNG SURFACE BY EPDXY OR OTHER SUITABLE ADHESIVE, TO ENSURE THAT THE PANEL REMAINS FACING TRAFFIC. APPPLICATION OPPOSING TRAFFIC LANE DIVIDERS ARE DELINEATION DEVICES USED AS CENTER LANE DIVIDERS TO SEPARATE OPPOSING TRAFFIC ON A TWO—LANE, TWO—WAY OPERATION. REQUIRED METHOD FLAGGERS TO STOP TRAFFIC TRAFFIC PROCEED EMERGENCY USE ONLY R) 4 argil t 4+4 • TO ALERT AND ss SLOW TRAFFIC C FLAGGER PADDLES FLAGGER PADDLES SHALL BE A MINIMUM 18 INCH WIDE OCTAGON WITH LETTERS AT LEAST 6 INCHES HIGH. WITH A 5 FOOT RIGID HANDLE. FLAGS AND PADDLES SHALL NOT BE USED AT THE SAME TIME. IN EMERGENCIES WHERE THE STANDARD SIGN I5 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 MUTCD AND THE DEPARTMENT OF ROADS FLAGGER'S HANDBOOK. AS REQUIRED BY THE DEPARTMENT OF ROADS, THE FLAGGER SHALL BE CERTIFIED, AND HAVE IN THEIR POSSESSION, A VALID FLAGGER CERTIFICATION CARD. R5 OCT.98 REVISE CHANNELIZATION DEVICES,TAPER R4 JAN.95 REWRITE R3 AUG.88 WORDING, REFLECTIVITY REV. NO. DATE DESCRIPTION OF REVISION NEBRASKA DEPARTMENT OF ROADS STANDARD PLAN NO.920-R5 TRAFFIC CONTROL CONSTRUCTION AND MAINTENANCE ORIGINAL: OCTOBER 1998 DATE Roadway Design Division N w 0 LIGHTING DEVICES FUNCTION CONSTRUCTION AND MAINTENANCE ACTIVITIES OFTEN CREATE CONDITIONS ON OR NEAR THE TRAVELED WAY THAT ARE PARTICULARLY HAZARDOUS AT NIGHT. IT IS OFTEN DESIRABLE AND NECESSARY TO SUPPLEMENT THE REFLECTORIZED SIGNS, BARRIERS, AND CHANNELIZING DEVICES WITH LIGHTING DEVICES. STROBE TYPE LIGHTS ARE NOT PERMITTED. BARRICADE WARNING LIGHTS DESIGN (BATTERY OPERATED) TYPE "A" LOW INTENSITY FLASHING WARNING LIGHTS ARE 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 PATH. TYPE "B" HIGH INTENSITY FLASHING WARNING LIGHTS ARE NORMALLY MOUNTED ON THE ADVANCE WARNING SIGNS. EXTREMELY HAZARDOUS SITE CONDITIONS WITHIN THE CONSTRUCTION AREA MAY 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, I5 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 MUTCD 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 PANEL DISPLAY FLASHING ARROW L MINIMUM SHIFTING TAPER •• SHOULDER TAPER RIGHT SHOWN;LEFT TWO-WAY TAPER OPPOSITE SEQUENTIAL ARROW 165 180 35 205 �• •RIGHT •• •••• ic• 270 SHOWN;LEFT 320 OPPOSITE SEQUENTIAL CHEVRON 495 540 50 500 •• • se• :••:• ••• • ••�••�• •s• •• •• 550 RIGHT SHOWN:LEFT OPPOSITE FLASHING DOUBLE ARROW 65 650 •} • 3• 780 70 FLASHING OR ALTERNATING CAUTION 770 840 75 OR • • • • 900 FLASHING FLASHING LINE CORNERS THE ARROW PANEL SHALL HAVE A M NIMUM SIZE OF 96 INCHES WIDE AND 48 INCHES HIGH. THE MINIMUM LEGIBILITY DISTANCE SHALL BE 1 MILE. THE PANEL SHALL CONTAIN 25 LAMP ELEMENTS. ARROW PANEL ELEMENTS SHALL BE CAPABLE OF A MINIMUM 50 PERCENT DIMMING, AUTOMATICALLY WHEN AMBIENT LIGHT FALLS BELOW 50 LUX. THE MINIMUM ELEMENT "ON TIME" SHALL BE 50 PERCENT FOR THE FLASHING MODE AND EQUAL INTERVALS OF 25 PERCENT FOR EACH SEQUENTIAL CHEVRON PHASE. THE FLASHING RATE SHALL BE NO FEWER THAN 25 NOR MORE THAN 40 FLASHES PER MINUTE. APPLICATION A FLASHING ARROW OR SEQUENTIAL CHEVRON MAY BE USED FOR STATIONARY OR MOVING LANE CLOSURES. AN ARROW DISPLAY IN THE CAUTION MODE SHALL BE USED ONLY FOR SHOULDER WORK, BLOCKING THE SHOULDER, OR ROADSIDE WORK NEAR THE SHOULDER. AN ARROW DISPLAY SHALL NOT BE USED ON A TWO-LANE TWO-WAY ROADWAY FOR TEMPORARY ONE -LANE OPERATION OR LANE SHIFTS. AN ARROW DISPLAY SHALL NOT BE USED ON A MULTILANE ROADWAY TO LATERALLY SHIFT ALL LANES OF TRAFFIC, BECAUSE UNNECESSARY LANE CHANGING MAY RESULT. TRAFFIC SIGNALS TRAFFIC SIGNALS MAY BE ALLOWED AT CERTAIN EQUIPMENT CROSSINGS WHERE THE VOLUME OF FILL MATERIAL AND THE NUMBER OF EQUIPMENT CROSSINGS PER HOUR IS HIGH. TRAFFIC SIGNALS MAY BE ALLOWED AT CERTAIN BRIDGE CONSTRUCTION SITES WHERE A COMBINATION OF ONE-WAY TRAFFIC AND HIGH TRAFFIC VOLUMES WOULD BE BEST SERVED WITH THIS TYPE OF TRAFFIC CONTROL. ALL TRAFFIC SIGNAL REQUESTS AND METHOD OF INSTALLATION ON THE STATE HIGHWAY SYSTEM SHALL BE IN COMPLIANCE WITH THE MUTCD AND MUST BE APPROVED BY THE STATE TRAFFIC ENGINEER. FLOOD LIGHTS WHEN NIGHTTIME WORK IS 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 GLARE SHOULD BE CHECKED BY DRIVING THROUGH THE PROJECT. PAVEMENT MARKING IT IS INTENDED TO THE EXTENT POSSIBLE, THAT MOTORISTS BE PROVIDED MARKINGS WITHIN A WORK AREA COMPARABLE TO THE MARKINGS NORMALLY MAINTAINED ALONG ADJACENT ROADWAYS, PARTICULARLY AT EITHER END OF THE WORK AREA. ALL MARKINGS AND DEVICES USED TO DELINEATE VEHICLE AND PEDESTRIAN PATHS SHALL BE CAREFULLY REVIEWED DURING DAYTIME AND NIGHTTIME PERIODS TO AVOID INADVERTENTLY LEADING DRIVERS OR PEDESTRIANS FROM THE INTENDED PATH. PAVEMENT MARKINGS NO LONGER APPLICABLE SHALL BE REMOVED UNLESS OTHERWISE APPROVED BY THE ENGINEER. RUMBLE STRIPS EACH SECTION SHALL CONSIST OF 10 SEGMENTS. 6" ' LANE WIDTH 24" EDGE OF TRAVELED LANE irli4 I 1 1 1 1 1 1 1 1 I I I I I 1 I I I c. OF ROADWAY 23' 2 ►- 0 3 w z -J DESIGN RUMBLE STRIPS MAY BE MADE OF ASPHALT PAVING MATERIAL, EPDXY AMD AGGREGATE OR OTHER SUITABLE MATERIAL WHICH WILL MAINTAIN A DESIRABLE RUMBLE EFFECT. THE RUMBLE STRIP SHOULD HAVE AN INSTALLED HEIGHT OF 5/8". PREFORMED RUMBLE STRIPS MAY BE USED PROVIDED THEY HAVE A MINIMUM 1/2" HEIGHT. TAPERS TAPERS ARE CREATED USING A SERIES OF CHANNELIZING DEVICES OR PAVEMENT MARKINGS PLACED TO MOVE TRAFFIC OUT OF 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 HIGHWAY 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 IS USED IN ADVANCE OF AN ACTIVITY AREA THAT OCCUPIES PART OF A TWO-WAY ROADWAY IN SUCH A WAY THAT A PORTION OF THE ROAD IS USED ALTERNATELY BY TRAFFIC IN EACH DIRECTION. A SHORT TAPER HAVING A MAXIMUM LENGTH OF 100 FEET WITH CHANNELZING DEVICES AT APPROXIMATELY 20 -FOOT SPACINGS SHOULD BE USED TO GUIDE TRAFFIC INTO THE ONE-WAY SECTION. TAPER LENGTH CRITERIA FOR TEMPORARY TRAFFIC CONTROL ZONES TYPE OF TAPER TAPER LENGTH (FEET) MERGING TAPER L MINIMUM SHIFTING TAPER 1/2 L MINIMUM SHOULDER TAPER 1/3 L MINIMUM TWO-WAY TAPER 100 FEET MAXIMUM FORMULAS FOR L SPEED FORMULA 40 MPH OR LESS 2 L = 6o 45 MPH OR GREATER L = WS L = TAPER LENGTH IN FEET W = WIDTH OF OFFSET IN FEET S = POSTED SPEED LIMIT PRIOR TO WORK IN MPH TAPER LENGTH L (FEET) SPEED (MPH) S LANE WIDTH 10 FT 11 FT 12 FT 25 105 115 125 30 150 165 180 35 205 225 245 40 270 295 320 45 450 495 540 50 500 550 600 55 550 605 660 65 650 715 780 70 700 770 840 75 750 825 900 ROADSIDE SIGNS HEIGHT AND LATERAL LOCATION OF SIGNS RURAL AREA PAVED SHOULDER URBAN AREA TYPICAL FIRST SIGN AT CONSTRUCTION SITE 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 48 INCHES SIGN WIDTHS LESS THAN 48 INCHES MAY BE MOUNTED WITH ONE POST TYPICAL SIGN MOUNTINGS OTHER THAN POST MOUNTED TYPE III BARRICADE WITH SIGN ROAD CLOSED TYPE III BARRICADE WITH SIGN AND DETOUR ARROW TYPE II BARRICADE WITH DETOUR ARROW OR SIGN MINIMUM 1 FT ABOVE PAVEMENT PORTABLE AND TEMPORARY MOUNTING TYPE III BARRICADE WITH CHEVRONS PLASTIC DRUM WITH CHEVRON OR SIGN GENERAL NOTES 1. ALL TRAFFIC CONTROL DEVICES SHALL MEET THE APPLICABLE STANDARDS AND SPECIFICATIONS PRESCRIBED IN PART VI OF THE LATEST EDITION OF THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, (MUTCD)" AND THE STATE OF NEBRASKA SUPPLEMENT TO THE MUTCD. 2. TRAFFIC CONTROL PLANS AND DEVICES SHOULD FOLLOW THE PRINCIPLES SET FORTH, BUT MAY DEVIATE FROM THE TYPICAL DRAWINGS TO ALLOW FOR CONDITIONS AND REQUIREMENTS OF THE PROJECT. 3. TRAFFIC CONTROL DEVICES SHALL BE INSTALLED SO AS NOT TO OBSTRUCT THE VIEW OF OTHER TRAFFIC CONTROL DEVICES. 4. THE ENGINEER SHALL HAVE THE AUTHORITY TO REQUIRE THE USE, AND APPROVE THE LO- CATION OF ANY OF THE DEVICES SHOWN IN THESE PLANS. 5. UNPROTECTED TEMPORARY AND POST MOUNTED SIGNS SHOULD BE CRASHWORTHY (REFER TO THE ROADSIDE DESIGN GUIDE, CHAPTER NINE, FOR ADDITIONAL GUIDANCE). R5 OCT.98 REVISE CHANNELIZATION DEVICES.TAPER R4 JAN.95 REWRITE R3 AUG.88 WORDING, REFLECTIVITY REV. NO. DATE DESCRIPTION OF REVISION NEBRASKA DEPARTMENT OF ROADS STANDARD PLAN NO.920-R5 TRAFFIC CONTROL CONSTRUCTION AND MAINTENANCE ORIGINAL: OCTOBER 1998 DATE Roadway Design Division CROSS ROAD INTERSECTING CLOSED ROAD R1-1-30 T 0 / /'.//,/ /,CLOSED/,/ ROAD CLOSED /////ROAD/ ////// i 0 0 0 i 0 0 y R11-2-48 W/TYPE A WARNING LIGHT MOUNTED ABOVE TYPE III BARRICADE ADDITIONAL TYPE III BARRICADES MAY BE USED AS NEEDED ROAD CLOSED ROAD CLOSED 1 MILES AHEAD LOCAL TRAFFIC ONLY R11 -3A-60 0 \ TRAFFIC NOT ALLOWED TO CROSS CLOSED ROAD PLASTIC DRUMS AS NEEDED TO DELINEATE OPEN TRAVEL AREA OR ROAD CLOSED TO THRU TRAFFIC R11-2-48 R11-4-60 W/TYPE A WARNING LIGHT MOUNTED ABOVE TYPE III BARRICADE ADDITIONAL TYPE [II BARRICADES MAY BE USED AS NEEDED W20 -1A-48 TRAFFIC ALLOWED TO CROSS CLOSED ROAD ROAD CLOSED R11-2-48 ROAD CLOSED X MILES AHEAD LOCAL TRAFFIC ONLY OR OR ROAD CLOSED BEYOND JUNCTION BRIDGE OUT R11 -2A-48 BRIDGE OUT X MILES AHEAD LOCAL TRAFFIC ONLY R11 -3A-60 R11 -3B-60 SEE NOTE 7 SIDE ROAD W20• -IA -48 * WEST DETOUR NORTH 66 500;� STOP R1-1-30 * 66 150' DETOUR NORTH 66 ROAD CLOSED X MILES AHEAD LOCAL TRAFFIC ONLY OR BRIDGE OUT X MILES AHEAD LOCAL TRAFFIC ONLY R11 -3A-60 R11-38-60 MOUNTED OVER DETOUR M4 -10L-48 WITH TYPE A WARNING LIGHTS MOUNTED ON TYPE III BARRICADE W40-11-48 OPTIONAL W20 -3B-48 W20 -3C-48 R1-1-30 � 1 500' W20 -1A-48 1 SIDE ROAD 0 0 lAr COVER WITH 31/41 A, TOWN r TOWN TOWN 500' i JUNCTION t13' DETOUR NORTH \66i • COVER 500' 1 500' • * NORTH W20 -2D-48 0 0 u) 0 0 0 0 LO 0 0 DETOUR 66 F * m 4+ COVER WITH !— TOWN 4- TOWN TOWN XX XX XX-► W20 -2D-48 • JUNCTION DETOUR * CLOSED TO XXXX USE HWY XX & XX TO XXXX USE WHERE APPLICABLE W20 -3A-48 W/TYPE B WARNING LIGHT MOUNTED ABOVE TYPE III BARRICADE * COVER SIGN COVERS OVER REFLECTIVE MATERIAL SHALL BE INSTALLED WITH SPACERS TO PREVENT DAMAGE NOTES 1. SIGNS SHOWN ARE USUALLY FOR ONE DIRECTION OF TRAVEL ONLY. 2. ALL SIGNS SHALL BE INSTALLED, MAINTAINED IN A CLEAN CONDITION AND REMOVED BY THE CONTRACTOR EXCEPT SIGNS WHICH SHALL BE INSTALLED AND MAINTAINED BY THE DEPARTMENT OF ROADS OR APPROPRIATE GOVERNMENT AGENCY. 3. WHEN MESSAGE IS NOT PERTINENT, SIGNS SHALL BE 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 R11 -2B "BRIDGE OUT" MAY BE USED INSTEAD OF R11-2 "ROAD CLOSED". 7. BARRICADE AND SIGN MAY BE PLACED ALONG EDGE OF ROAD IF NEEDED FOR LOCAL TRAFFIC. 8. REFER TO STANDARD PLAN NO. 920 FOR GENERAL INFORMATION NOT SHOWN. ROAD CLOSED AT JUNCTION 9.080(I /ROAD , ./,• lf ROAD CLOSED DETOUR R11-2-48 M4-10-48 LEGEND 1 TYPE III BARRICADE • TYPE II BARRICADE OR REFLECTORIZED PLASTIC DRUM! SIGN 1 CJ -r FLAGGER Q CONE * INSTALLED BY OTHERS TAPER FORMULA L = S x W FOR SPEEDS OF 45 MPH OR MORE. 2 L =- FOR SPEEDS OF 40 MPH OR LESS. WHERE: L = MINIMUM LENGTH OF TAPER. S = NUMERICAL VALUE OF POSTED SPEED LIMIT PRIOR TO WORK. W = WIDTH OF OFFSET (LANE WIDTH). REV. NO. DATE DESCRIPTION OF REVISION NEBRASKA DEPARTMENT. OF ROADS STANDARD PLAN NO. 923 TRAFFIC CONTROL ROAD CLOSURE O,Npa, CIVI4'�t, '2 * Lv- 4 D o,:% R , � 1 1; EM ' :zi i • E-6377 APPROVED: AUGUST 1998 DATE {DRTRAFFIC47} dor2029 5/24/2007 8:09:04 AM Roadway Design Division N A 6 10 0 'n inin0 0 7 0 0 0 0 0 0 '7 O 0 rW20-7A-36 OPTIONAL SINGLE FLAGGER OPERATION ONE LANE CLOSED WITH FLAGGER W20 -1A-4\ A W20 -1A-48 END ROAD WORK Thank you Argue Safely G20 -2B-\ I. 1 oas R8 -3A-24 AS REQUIRED TO PROHIBIT PARKING OR W20 -1A-48 W21-5-48 SHOULDER OR PARKING LANE CLOSED END ROAD WORK Thank yea Drive Safely A , / ANEAO / W20 -1A-48 LANE CLOSED NEAR INTERSECTION (RIGHT LANE CLOSED) ROAD WORK AHEAD END ROAD WORK 7ha#k yea Drive Safely G20 -2B-48 R4-7-24 10' MIN. R8 -3A-24 AS REQUIRED TO PROHIBIT PARKING R4-7-24 • END ROAD WORK Math yea Dan Safely G20-28-48 ROAD WORK AHEAD W20 -1A-48 WORK IN CENTER OF ROAD WITH. LOW TRAFFIC VOLUMES END ROAD WORK Ikank you Drive Safely G20 -2B-48 �11 END ROAD WORK Thank you Dan Safely 19 ,5 W1 -4L-48 V W1 -3L-48 /35 MPH 30 MPH AND ABOVE AND BELOW W13-1-24 XX W13-1-24 G20 -2B-48 3 -LANE ROADWAY ONE LANE CLOSED DETOUR SOUTH v 41 (DETOUR] SOUT v 4- ROAD CLOSED W20 -1A-48 ROAD CLOSED it ROAD CLOSED TO THRU TRAFFIC ROAD CLOSED TO THRU TRAFFIC R11-4-60 ROAD CLOSED DETOUR R11-2-48 M4 -10R-48, W20 -1A-48 it W20 -1A-4\ W20-5CA-48 3L 1 DETOUR SOUT v END ROAD WORK Thank yea Drlue Safely G20 -2B-48 "It DETOUR NORTH v W20 -3A-48 DETOUR NORTH v 4 - ROAD CLOSED AT DETOUR • • • • • e c O • • i t L W20-5CA W20 -1A-48 TWO-WAY LEFT TURN LANE CLOSED f ROAD CLOSED R11-2-48 DETOUR WEST MOUND X MILES AIR:AO LOCAL TRAFIC ONLY R11- A-•0 M4 -10L-48 im y DETOUR v F 4 ROAD CLOSED BEYOND DETOUR DETOUR v 4, NOTES LEGEND -610 FLASHING ARROW PANEL TYPE THREE BARRICADE • RETRO-REFLECTORIZED PLASTIC DRUM 42" RETRO-REFLECTORIZED CONE REFLECTORIZED PLASTIC DRUM O OR 42" RETRO-REFLECTORIZED CONE SINGLE POSTED SIGN DOUBLE POSTED SIGN FLAGGER PAVEMENT MARKING REMOVAL XXXX 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 = B0 2 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 (S). 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 x 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 SHWA APPROVED: /1/17120c5 DAttttE ORIGINAL: FEBRUARY 1,2010 DATE Roadway Design Division (0 0 10 m 0 L 0 N 1 W.M–Z L CC 0 IL Is 0 0 01 O W20 -1A-4\ A A W20-5LA-7.AA END ROAD WORK Meek you Drive Safely G20 -2B-48 \I W4 -2L-48 L ti* R3-2-24 (OPTIO AL) • I• END ROAD WORK Thank goo Diiue Safely G20-28-48 KEEP RIGHT R4 -7B-18 W20 -1A-48 A • END ROAD WORK Tkaak you Dela Safely G20-28-48 KEEP MUT R4 -7B-24 W20 -1A-48 A MIN. W20 -1A-48 W4 -2R-48 W20-5RA-48 W20 -1A-48 L ,.-) A I A I A 1 *0* KEEP RIGHT A R3-2-24 (OPTIONAL) END ROAD WORK Thank you Drava Safes /k END ROAD WORK 7kank you Drina Safely G20 -2B-48 W20 -1A-48 4 LANE UNDIVIDED ROADWAY CENTER LANES CLOSED NEAR INTERSECTION LEGEND FLASHING ARROW PANEL TYPE THREE BARRICADE RETRO-REFLECTORIZED PLASTIC DRUM 42" RETRO-REFLECTORIZED CONE REFLECTORIZED PLASTIC DRUM OR 42" RETRO-REFLECTORIZED CONE SINGLE POSTED SIGN DOUBLE POSTED SIGN FLAGGER 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 = 602 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 TEMPORARY PAVEMENT MARKING END ROAD WORK Thank you Drive Safely G20-28-48 MIME MUST MUST R3 -7L-30 -48 20-5LA-48 Simla A W20 -1A-48 LANE. CLOSED NEAR INTERSECTION (LEFT LANE CLOSURE FORMING A TURNBAY) DETOUR !•71111: v 1, DETOUR OUTH v ROAD CLOSED W20 -1A-48 R3-2-24 (OPTIONAL) W20 -1A-48 ROAD CLOSED TO THRU TRAFFIC 1 A END ROAD WORK Tema you Dna Safely /— G20-28-48 1 DETOUR SOUT v END ROAD WORK Thank pa Drina Safely G20 -2B-48 • END ROAD WORK 7kaak you Drive Safely G20 -2B-48 KEEP RIGHT R4-78-18 W20 -1A-48 A 1/ ANEAU W20 -1A-48 A W4 -2R-48 MIPT W20-5RA-48 W3-1-48 OPTIONAL LEFT TURN LANE CLOSURE 1 • • 0 LEFT LANE • 1/2 L MUST \.0 iURNLEFT •1 ,( R3 -7L-3o A / W9 -3R-48 I A t I t2W 0-1A-48 4 LANE DIVIDED ROADWAY CENTER LANES CLOSED NEAR INTERSECTION DETOUR NORTH v DETOUR NORTH v DETOUR NORTH v DETOUR NORTH v F ROAD CLOSED AT DETOUR (OPTIONAL LANE CLOSURE) 4t R1-1-36 R1-3-24 END ROAD WORK Mask sox Drive Safely G20 -2B-48 0 /1 A / A W20 -1A-48 W3-1-48 END ROAD WORK Theta yea Drina Safely 0 r. • • • • 1/2 L 4 -WAY R1-1-36 R1-1-24 OPTIONAL LEFT TURN LANE CLOSURE G20-26-48 END ROAD WORK Thank you Dna Safely G20 -2B-48 • • • tyt W20 -1A-48 DIVIDED ROADWAY ONE LANE CLOSED W3-1-48 W20-5RA-48 tet ... W4 -2R-48 W20 -1A-48 TEMPORARY 4 -WAY STOP. FOR SIGNAL WORK REV. NO. DATE DESCRIPTION OF REVISION NEBRASKA DEPARTMENT OF ROADS STANDARD PLAN NO. 924 TYPICAL URBAN TRAFFIC CONTROL PLAN FHWA APPROVED: /1/17 1 z©o ? DATE ORIGINAL: FEBRUARY I, 2010 DATE Roadway Design Division rn •D 0 O a� O o„ KT 0 mr ROAD CLOSED W20 -3A-48 ROAD CLOSED DETOUR R11-2-48 M4 -10R-48 ROAD CLOSED BEYOND DETOUR A A A tamale 1 44 1 END ROAD WORK Thank you Druce Safely G20 -2B-48 W4 -2L-48 KEEP RIGHT L V2L W1 -8R END ROAD WORK Tkank you Dram Safely W20 -1A-48 xx 1 A END ROAD WORK Thank you Drive Safely G20 -2B-\8 • • • tt RIGNTLANE MUST TURN RIGHT R3 -7R-30 A /W9 -3L-48 A W20 -1A-48 LANE CLOSED NEAR INTERSECTION (RIGHT LANE REMAINS OPEN) OR W1 -4R-48 W1 -3R-48 W13-1-24 XX W13-1-24 35 MPH 30 MPH 2S SPACING AND ABOVE AND BELOW R3-2-24 R4 -7B- 8 (OPTIONAL) TEMPORARY WHITE PAVEMENT MARKING _ 2' DASH - 6' GAP /I A 1 R3-1-24 A W20 -1A-48 :CI W20 -1A-48 • • • • • R3-2-24 (OPTIONAL) END ROAD WORK Mask you Dna Safely G20 -2B-48 W1 -8L L W4 -2R-48 A W20-5RA-48 OR W1 -4L-48 W1 -3L-48 W13-1-24 XX W13-1-24 35 MPH 30 MPH AND ABOVE AND BELOW W20 -1A-48 4 LANE UNDIVIDED ROADWAY TWO LANES CLOSED NEAR INTERSECTION L L/2 L/3 L LEGEND FLASHING ARROW PANEL TYPE THREE BARRICADE RETRO-REFLECTORIZED PLASTIC DRUM 42" RETRO-REFLECTORIZED CONE REFLECTORIZED PLASTIC DRUM OR 42" RETRO-REFLECTORIZED CONE SINGLE POSTED SIGN DOUBLE POSTED SIGN FLAGGER PAVEMENT MARKING REMOVAL TAPER FORMULA L - L = S = MERGING TAPER SHIFTING TAPER SHOULDER TAPER W x S FOR SPEEDS OF 45 MPH OR HIGHER W5.2 60 FOR SPEEDS OF 40 MPH OR LOWER MINIMUM LENGTH OF TAPER NUMERICAL VALUE OF POSTED SPEED LIMIT PRIOR TO WORK WIDTH OF OFFSET W20 -1A-4 W20-5LA-4 W4 -2L-48 A w END ROAD WORK Mak yea &4t safely L G20 -2B-48 R3-2-30 (OPTIONAL) W20 -1A-48 A KEEP RIGHT R4 -7B-18 R3-2-24 (OPTIONAL)) W20 -1A-48 KEEP RIGHT KEEP RIGHT .R4 -7B-18 R4 -76-18R3-2-24 (OPTIONAL) W20 -1A-48 1 4 0 e •••,f t • KEEP dOI RIGHT R4 -7B-18 A IW20-1A-48 2) w 0 3 TEMPORARY YELLOW PAVEMENT MARKINGS 2' DASH 6' GAP I-_---4" DOUBLE YELLOW CENTERLINE •• ••A • • • • • 0 0 T• • • xx OR W1 -4R-48 ' W1 -3R-48 W13-1-24 XX W13-1-24 35 MPH 30 MPH AND ABOVE AND BELOW A CONTINUE AT 2S SPACING WHERE DROP-OFF EXIST W20 -IA -48 NEXT TO TRAVEL WAY 2S SPACING W20 -1A-48 A \,4___---- TEMPORARY WHITE PAVEMENT MARKINGS 2' DASH 6' GAP R3-2-24 (OPTIONAL) END ROAD WORK Thank you Drive Safely G20 -2B-48 xx MPH OR W1 -4L-48 W1 -3L-48 xx MPH W13-1-24 W13-1-24 35 MPH 30 MPH AND ABOVE AND BELOW W20-5RA-48 4 -LANE DIVIDED HALF CLOSED W20 -1A-48 W20 -1A-48 W4 -2L-48 AIT A A A 1 1 44 1 L 1/2 L TO L A 4 • • • • • 1 4 2S SPACING END ROAD WORK Mak you Dila. Safely G20 -2B-4$\ t • • END ROAD WORK Thank you Drum Safely G20 -2B-48 W1 -8R OR W1 -4R-48 " W1 -3R-48 W13-1-24 XX W13-1-24 35 MPH 30 MPH AND ABOVE AND BELOW 91 • Imo/ 1 1 W1 -8L 4 . � LTO L • •.1 •• 0 • I • IAIA L OR xx W1 -4L-48 " W1 -3L-48 W13-1-24 )51,* W13-1-24 • 35 MPH 30 MPH • AND ABOVE AND BELOW • • • A 14-2R-48 mama. 0.1".- A p t t --- "C0-5RA-48 A W20 -1A-48 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 HWA APPROVED: /9/(712ovq DATE ORIGINAL: FEBRUARY I, 2010 DATE