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HomeMy WebLinkAboutSID2017-3HEDC NORTH PARK COMMONS PAVING IMPROVEMENTS HASTINGS, NEBRASKA STREET IMPROVEMENT DISTRICT 2017-3 42nd S1r••1 Softball Complex 3M St. 39th Stmd Nebraska Pepsi � Cold Storage Eaton pr �a 33rd SU••t a 31st Street S Big G •'� Shams 3 U9 11 1 a Tractor PROJECT LOCATION p Supply b e 0 A JC-) By Pop Rand 2681 91n0 F-7 77 11 MLL ij a HASTINGS, NEBRASKA NOT TO SCALE SHEETINDEX NUMBER LEGEND 1 COVER SHEET $ POWER POLE 3 TYPICAL SECTIONS {;3 LIGHT POLE 5 HORIZONTAL & VERTICAL CONTROL 6-9 POWER POLE WITH LIGHT 10-13 131st STREET CONSTRUCTION & REMOVALS 14-17 GUY VWRE 18-21 33rd STREET PLAN & PROFILE o—® TRAFFIC SIGNAL 26-29 33rd STREET GEOMETRICS JOINTS & GRADES EE ELECTRIC METER 34 DETAIL SHEET 4 WATER VALVE X17 -X31 33rd STREET CROSS SECTIONS b FIRE HYDRANT ® WATER WELL ® GAS METER % GAS VALVE © CABLE TV BOX 0 TELEPHONE RISER -TT- SIGN ® STEEL POST N ® WOOD POST _ T MAILBOX r 0 PROPERTY CORNER n n ' ® SURVEY CONTROL POINT OO SANITARY MANHOLE m oin O SANITARY SEWER CLEANOUT n OO STORM SEWER MANHOLE I w WATER LINE -Z ala P-UG UNDERGROUND POWER NI co —P -OH— OVERHEAD POWER i �U so STORM PIPE ' ss SANITARY SEWER i itO ZI TEL UNDERGROUND TELEPHONE in c GAS LINE wl m� o CHAIN LINK FENCE a BARBED WIRE FENCE coa WOOD FENCE -I am — —1899— — CONTOUR UNE �w 0 DECIDUOUS TREE � c o w o EVERGREEN TREE „ x iw c � O BUSH my wU iWY1. TREE MASS J6i �W ll nx n V HEDC NORTH PARK COMMONS PAVING IMPROVEMENTS HASTINGS, NEBRASKA STREET IMPROVEMENT DISTRICT 2017-3 42nd S1r••1 Softball Complex 3M St. 39th Stmd Nebraska Pepsi � Cold Storage Eaton pr �a 33rd SU••t a 31st Street S Big G •'� Shams 3 U9 11 1 a Tractor PROJECT LOCATION p Supply b e 0 A JC-) By Pop Rand 2681 91n0 F-7 77 11 MLL ij a HASTINGS, NEBRASKA NOT TO SCALE sb wo � moo, 1 .c,l i N Z W LU O W IX a(L LU d C) O z_ 1 z pa ww = W Z c6 C7 z Q 2 d• br. LH clw by: JB WRw by: MMR a Cby: MMR JB 0e4ed m.: 3017-12S dramm..: C m 71M.eeg da« 01.16=8 SHEET 1 of 34 SHEETINDEX NUMBER TITLE 1 COVER SHEET 2 GENERAL INFORMATION 3 TYPICAL SECTIONS 4 TRAFFIC CONTROL PLAN 5 HORIZONTAL & VERTICAL CONTROL 6-9 31st STREET PLAN & PROFILE 10-13 131st STREET CONSTRUCTION & REMOVALS 14-17 31st STREET GEOMETRICS JOINTS & GRADES 18-21 33rd STREET PLAN & PROFILE 22-25 33rd STREET CONSTRUCTION & REMOVALS 26-29 33rd STREET GEOMETRICS JOINTS & GRADES 30-33 33rd STREET PAVEMENT MARKING PLAN 34 DETAIL SHEET X1 -X16 31st STREET CROSS SECTIONS X17 -X31 33rd STREET CROSS SECTIONS sb wo � moo, 1 .c,l i N Z W LU O W IX a(L LU d C) O z_ 1 z pa ww = W Z c6 C7 z Q 2 d• br. LH clw by: JB WRw by: MMR a Cby: MMR JB 0e4ed m.: 3017-12S dramm..: C m 71M.eeg da« 01.16=8 SHEET 1 of 34 NDOT STANDARD PLANS NUMBER TITLE 303-R2 CURB RAMPS 443-R10 CURB INLET 920-R6 TRAFFIC CONTROL 924-R1 URBAN TRAFFIC CONTROL sb wo � moo, 1 .c,l i N Z W LU O W IX a(L LU d C) O z_ 1 z pa ww = W Z c6 C7 z Q 2 d• br. LH clw by: JB WRw by: MMR a Cby: MMR JB 0e4ed m.: 3017-12S dramm..: C m 71M.eeg da« 01.16=8 SHEET 1 of 34 BID SECTION "D" ESTIMATED SUMMARY OF QUANTITIES 31ST STREET PAVING IMPROVEMENTS ITEM DESCRIPTION QUANTITY UNIT MOBILIZATION 1 LS 8" HIGH EARLY CONCRETE PAVEMENT 510 SY 7" CONCRETE PAVEMENT 5723 SY SUBGRADE PREPARATION 6233 SY 36" COMBINATION CURB & GUTTER 43 LF 6" CONCRETE DRIVEWAY 304 SY 30" RCP STORM SEWER PIPE 75 LF 24" RCP STORM SEWER PIPE 785 LF 18" RCP STORM SEWER PIPE 551 LF 30" RCP FLARED END SECTION 1 EA CURB INLET 6 EA REMOVE PAVEMENT 626 SY REMOVE DRIVEWAY CULVERT 1 EA INLET SEDIMENT FILTER 6 EA EROSION CONTROL MAT 440 SF TRAFFIC CONTROL 1 LS BID SECTION "E" ESTIMATED SUMMARY OF QUANTITIES 33RD STREET PAVING IMPROVEMENTS ITEM DESCRIPTION QUANTITY UNIT MOBILIZATION 1 LS 8" HIGH EARLY CONCRETE PAVEMENT 1140 SY 8" CONCRETE PAVEMENT 8642 SY SUBGRADE PREPARATION 9702 SY 6" CONCRETE DRIVEWAY 271 SY 6" CONCRETE HIKE/BIKE TRAIL 2038 SY DETECTABLE WARNING PANEL 156 SF 6" SANITARY SEWER SERVICE 269 LF 6" WATER SERVICE 166 LF 8" WATER SERVICE 81 LF 10"x6" TAPPING TEE PATH VALVE 2 EA 10"x8" TAPPING TEE WITH VALVE 1 EA LOWER EXISTING WATER MAIN 1 LS 24" ARCH RCP STORM SEWER PIPE 1180 LF 18" RCP STORM SEWER PIPE 85 LF 15" RCP STORM SEWER PIPE 92 LF 24" RCP F.E.S. 1 EA TAP EXISTING MANHOLE 2 EA CURB INLET 8 EA STORM SEWER MANHOLE 1 EA PAVEMENT STRIPING 1 LS RELOCATE EXISTING FIRE HYDRANT 1 EA ADJUST EXISTING MANHOLE TO GRADE 4 EA ADJUST VALVE BOX TO GRADE 5 EA REMOVE PAVEMENT 865 SY TRAFFIC CONTROL 1 LS CURB INSEDIMENT FILTER 8 1 EA SODDING 1 1059 1 SY GENERALNOTES 1. ALL WORK SHALL BE IN ACCORDANCE WITH THE CITY OF HASTINGS STANDARD SPECIFICATIONS AND STANDARD DRAWINGS. 2. THE LOCATION OF ALL AERIAL AND UNDERGROUND UTILITY FACILITIES MAY NOT BE INDICATED ON THESE PLANS. UNDERGROUND UTILITIES, WHETHER INDICATED OR NOT WILL BE LOCATED AND FLAGGED BY THE UTILITIES AT THE REQUEST OF THE CONTRACTOR. NO EXCAVATION WILL BE PERMITTED IN THE AREA OF UNDERGROUND UTILITY FACILITIES UNTIL ALL SUCH FACILITIES HAVE BEEN LOCATED AND IDENTIFIED TO THE SATISFACTION OF ALL PARTIES. THE EXCAVATION MUST BE ACCOMPLISHED WITH EXTREME CARE IN ORDER TO AVOID ANY POSSIBILITY OF DAMAGE TO THE UTILITY FACILITY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DAMAGES. 3. CONTRACTOR SHALL PRESERVE ALL PROPERTY CORNER MONUMENTS OR RE-ESTABLISH THEM IF THEY ARE DISTURBED DURING CONSTRUCTION. 4. THE CONTRACTOR SHALL OBTAIN AND PAY THE COST OF ALL REQUIRED PERMITS AND FEES. 5. THE CONTRACTOR SHALL USE EXTREME CAUTION IN THE AREA OF EXISTING MANHOLES, POWER POLES, AND EXISTING UTILITIES, AND SHALL BE RESPONSIBLE FOR DAMAGES. 6. THE CONTRACTOR SHALL PROTECT THE EXISTING SPRINKLER HEADS AND LINES. IF THERE IS A CONFLICT, THE CONTRACTOR SHALL CAP THE EXISTING SPRINKLER LINES AND THE SPRINKLER HEAD SHALL BE SALVAGED TO THE OWNER. SPRINKLER SYSTEM REPAIRS WILL BE COMPLETED BY OTHERS. 7. TRAFFIC CONTROL SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE LUMP SUM PAY ITEM. TRAFFIC CONTROL SHALL BE IN ACCORDANCE WITH THE MOST CURRENT EDITION OF THE MANUAL UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) AND NDOR STANDARD PLANS 920 & 924. TRAFFIC CONTROL SHALL BE SUBMITTED TO THE CITY OF HASTINGS FOR APPROVAL PRIOR TO IMPLEMENTATION. 8. THE CONTRACTOR SHALL REMOVE AND SALVAGE ALL SIGNS TO THE CITY. THIS WORK SHALL BE CONSIDERED SUBSIDIARY. 9. SAW CUTTING FOR PAVEMENT REMOVAL SHALL BE FULL DEPTH AND SHALL BE SUBSIDIARY TO PAVEMENT REMOVAL REMOVAL SHALL OCCUR AT EXISTING JOINTS WHERE POSSIBLE. 10. PRIOR TO PAVING, THE TOP 6" OF SUBGRADE IN ALL AREAS TO RECEIVE PAVEMENT SHALL BE SCARIFIED AND RECOMPACTED TO 98% OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY AND OPTIMUM MOISTURE TO +3%. 11. THE MAXIMUM JOINT SPACING FOR 7" & 8" CONCRETE PAVING SHALL BE 12' UNLESS OTHERWSE NOTED. 12. THE MAXIMUM JOINT SPACING FOR 6" CONCRETE DRIVEWAYS SHALL BE 10' UNLESS OTHERWISE NOTED. 13. CONTRACTOR SHALL MATCH PROPOSED JOINTS TO EXISTING JOINTS WHERE POSSIBLE. 14. ALL 7" & 8" CONCRETE PAVEMENT, 6" CONCRETE DRIVEWAYS AND HIKE/BIKE TRAIL SHALL BE NDOR CLASS 4713-3500 AND SHALL USE TYPE 1P CEMENT AND HAVE A 28 DAY COMPRESSIVE STRENGTH OF 3500 PSI. 15. ALL PAVEMENT SHALL HAVE A BURLAP DRAG FINISH AND ALL AND DRIVEWAYS AND HIKE/BIKE TRAIL SHALL HAVE A LIGHT BROOM FINISH. 16. CONSTRUCTION OF ALL JOINTS INCLUDING DOWELS AND TIE BARS SHALL BE CONSIDERED SUBSIDIARY TO CONCRETE PAVEMENT. 17. THE STORM SEWER TRENCHES SHALL BE BACKFILLED, MECHANICALLY TAMPED AND TESTED. BACKFILL SHALL BE COMPACTED TO A MINIMUM OF 95% OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY UNDER FUTURE PAVED AREAS AND 92% UNDER TURF AREAS. 18. PIPE BEDDING SHALL BE SUBSIDIARY TO PIPE INSTALLATION. 19. CAST IRON RINGS, COVERS, FRAMES AND GRATES FOR STORM SEWER STRUCTURES WILL NOT BE PAID SEPARATELY. 20. ADJUSTMENT OF ALL NEW MANHOLES AND VALVES SHALL BE CONSIDERED SUBSIDIARY. 21. THE CONTRACTOR SHALL PROVIDE INLET PROTECTION TO PREVENT SEDIMENT FROM ENTERING THE INLETS. 22. THE CITY SHALL DEVELOP STORM WATER POLLUTION PREVENTION PLAN AND THE CONTRACTOR SHALL BE RESPONSIBLE FOR ITS IMPLEMENTATION. 23. CONSTRUCTION STAKING SHALL BE COMPLETED BY THE CITY. 24. PRIOR TO MOVING OFF SITE THE CONTRACTOR SHALL NOTIFY THE ENGINEER IN WRITING REQUESTING A FINAL WALK-THROUGH OF THE PROJECT. 0 F & U) O 0 U) > LU 0 � a 0 >0 0z 00 O N U) z z O U) O �z LU C)w Y O Q Qz as J S 73; Q � — LU Oz Z Z > U (w7 p a o' LUDO = w z m cD z U) Q drown by checked by JB appmved by MMR 0N0C by MMR JB pgect no: 2017-1255 drawing no CDTL 71255 owe date 01.162010 SHEET 2 of 34 R.O.W. 14' VARIES 6:1 MAX. VARIE R.1 ue " VARIES FROM 24.0' TO 30.25' 30.25' 5' 8' VARIES 6:1 MAX. 6" CONCRETE �c~1cww--3�1�-�l HIKE/BIKE TRAIL UR -,i 8' A6' INTEGRAL CURB (TW.) 60' 32' CL STREET 8' 8' B.— LONGITUDINAL '—LONGITUDINAL JOINT PROFILE POINT W/ TIE BAR (NP.) 6" INTEGRAL CURB (NP.) 2.0% 2.0% 7" P.C. CONCRETE PAVEMENT ` 6" SUBGRADE PREPARATION TYPICAL SECTION 31ST STREET NOT TO SCALE 90' ROW 42' CE STREET 14' T 7' 14' - 5" INTEGRAL LONGITUDINAL CURB (TW.) JOINT W/ TIE PROFILE POINT 6" INTEGRAL BAR (TW.) CURB (NP( TW.) 2.OX 14' VARIES 6:1 MAX. o-: `•^��N. �H .. .Kti'%:?e':�^ mai K+':+vS �:�iw.�^ 6" CONCRETE / ,q s +. is '�,. ,.1w�1 ;.�; • r HIKE/BIKE TRAIL �.. \/\\/\\\�\\\/ /�\//\\ \y\�\G� \/.\ " VARIES FROM 7.75' TO 14.0' 8" P.C. CONCRETE PAVEMENT 6" SUBGRADE PREPARATION TYPICAL SECTION 33RD STREET STA. 106+10 TO 121+25 NOT TO SCALE 90' ROW — 42' CL STREET 14' T 7' 14' - 6" INTEGRAL LONGITUDINAL CURB (TW.) JOINT W/ TIE PROFILE POINT 6" INTEGRAL _,,L BAR (TW.) CURB (TYP.) _ 2.OX 2.OX 8" P.C. CONCRETE PAVEMENT ` 6" SUBGRADE PREPARATION TYPICAL SECTION 33RD STREET STA. 102+96 TO 106+10 NOT TO SCALE 17.75' R.O.W. O s 0 0 w rc co O N Z 0 OU LU U Q 0 EL a CL U F� F - Z pa W= UU W Z c CD z_ H Q 2 dre b5' LH ab by: JB WRa by: MMR O Cby: MMR JB Pl*d m.: 2017-1255 d.mm m: c 0TLym.tl da 01.16.2018 SHEET 3 of 34 \\ Ro12 WORK \A0, j)�-' AHEAD R3-2-24 W20 -1A-48 I I W W In II � I I I I I ROAD CLOSED 90' MAX. DRUM SPACING LEFT TURN LANE TO BE CLOSED 1WTH REFLECTORIZED PLASTIC DRUMS. CLOSEDROAD R11-2 (30x48) OSBORNE DRIVE EAST LU WI N U) a m ROAD CLOSED -2 (3ox48) _ 0' 30®0 SCALE IN FEET TRAFFIC CONTROL NOTES 1. LANE CLOSURES AND TRAFFIC CONTROL DEVICES ONLY NEED TO BE IN PLACE DURING THE CONSTRUCTION OF THE INTERSECTIONS OF 33RD STREET AND OSBORNE DRIVE EAST AND 31ST STREET AND OSBORNE DRIVE EAST. 2. NORTHBOUND AND SOUTHBOUND TRAFFIC MUST BE MAINTAINED AT ALL TIMES. 3. 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. 4. THE MAXIMUM SPACING BETWEEN CHANNELIZING DEVICES IN A TAPER SHALL BE 45'. SPACING BETWEEN CHANNELIZING DEVICES ALONG A TANGENT SHALL BE 90' 5. TRAFFIC CONTROL DEVICES, INSTALLATION AND MAINTENANCE SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) AND NDOT STANDARD PLANS. LEGEND -� DOUBLE POSTED SIGN • REFLECTORIZED PLASTIC DRUM 1 TYPE III BARRICADE g 2z F- a. Ow U Ix �> O as U 2� U_ LLOz LL z � r^ F- UQ a m UU W m z c6 RD z_ H Q 2 dre b5' ER ab by: JB WRa by: MMR c Cby: MMR JB pmpC m.: 2017-1255 d.WN m: cmc 71t55.tl dtl 01 16M18 SHEET 4 of 34 DRUM SPACING F� 350' —moi ROAD WORK AHEAD •W - - - - - - - - - - - - SW20-1A-48---- ------ --------O RIGHT TURN LANE TO oCLOSED WITH REFLECT 'A W THRU LANE LANE TO BE PLASTIC DRUMS. CLOSED WITH REFLECTORIZED PLASTIC DRUMS. 33-1-24 OSBORNE DRIVE WEST ci co0 N TRAFFIC CONTROL NOTES 1. LANE CLOSURES AND TRAFFIC CONTROL DEVICES ONLY NEED TO BE IN PLACE DURING THE CONSTRUCTION OF THE INTERSECTIONS OF 33RD STREET AND OSBORNE DRIVE EAST AND 31ST STREET AND OSBORNE DRIVE EAST. 2. NORTHBOUND AND SOUTHBOUND TRAFFIC MUST BE MAINTAINED AT ALL TIMES. 3. 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. 4. THE MAXIMUM SPACING BETWEEN CHANNELIZING DEVICES IN A TAPER SHALL BE 45'. SPACING BETWEEN CHANNELIZING DEVICES ALONG A TANGENT SHALL BE 90' 5. TRAFFIC CONTROL DEVICES, INSTALLATION AND MAINTENANCE SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) AND NDOT STANDARD PLANS. LEGEND -� DOUBLE POSTED SIGN • REFLECTORIZED PLASTIC DRUM 1 TYPE III BARRICADE g 2z F- a. Ow U Ix �> O as U 2� U_ LLOz LL z � r^ F- UQ a m UU W m z c6 RD z_ H Q 2 dre b5' ER ab by: JB WRa by: MMR c Cby: MMR JB pmpC m.: 2017-1255 d.WN m: cmc 71t55.tl dtl 01 16M18 SHEET 4 of 34 31st STREET ALIGNMENT CONTROL Q PI STA. 29+50 N 289982.4115 E 2089950.8707 2Q PC STA. 40+86.15 N 289999.1955 E 2091086.8979 PT STA. 45+50.72 N 290296.9289 E 2091382.4578 R: 300.00' A :8843'37" L: 464.57' T: 293.41' C: 419.52' Q3 PI STA. 47+10.76=116+95.56 N 290456.9558 E 2091383.6494 CONTROL PT. CONTR DL PT I POINTS KIT - BENCHMARK "A" CONTROL PT. 40 00 104+00 105+0 33rd STREET ALIGNMENT CONTROL 4Q PI STA. 102+00 N 290430.9873 E 2089888.3419 6Q PI STA. 112+25 N 290444.5023 E 2090913.2528 3Q PI STA. 116+95.56=47+10.76 N 290456.9558 E 2091383.6494 BQ PI STA. 122+00 N 290463.6071 E 2091888.0459 BENCHMARKS BENCHMARK "A" CHISELED 'X' ON THE NORTHWEST BONNET BOLT OF THE FIRE HYDRANT AT THE NORTHEAST CORNER OF 33RD STREET & OSBORNE DRIVE EAST. ELEVATION: 1915.07 BENCHMARK "B" CHISELED 'X' ON THE NORTHWEST BONNET BOLT OF THE FIRE HYDRANT SOUTH OF MENARDS OUTDOOR YARD, WEST OF THE SOUTHEAST CORNER OF THE OUTDOOR YARD. ELEVATION: 1913.63 BENCHMARK "C" CHISELED 'X' ON THE SOUTHEAST BONNET BOLT OF THE FIRE HYDRANT (2007 MUELLER) AT THE NORTHEAST CORNER OF YOST AVENUE & 33RD STREET. ELEVATION: 1912.82 BENCHMARK "B" F00 107+00/ 108+00 109+00 110+00 111+00 11 LOT 3 I I LOT 5 LOT 1 I I ® _ I BLOCK 1 LOT 2 LOT 4 l 1+00 32+00 33+00 =32 34+00 35+00 36+00 37+00 _38+001 STREET CONTROL PT. 31 I CONTROL POINTS - - LU 0 N CONTROL PT. 22 CONTROL PT. 40 CONTROL PT. 21372 u BENCHMARK "C" 113+00 114+00 W %" PIN 1" PIPE N 290443.6469 N 290483.8802 H E 2089995.5720 E 2090032.7590 Q CONTROL PT. 31 CONTROL PT. 21372 %" PIPE Y2" REBAR u N 289965.5593 E 2090841.0070 N 290501.3535 E 2091343.3890 J •O Q I t ^ CONTROL PT. 32 CONTROL PT. 21389 1¢" PIPE }¢" REBAR N 289955.8984 N 290497.3483 Q E 2090191.1240 E 2091062.7530O ® 0' 50' 100' 200' CONTROL PT. 33 CONTROL PT. 25466 SCALE IN FEET %" PIPE 3§" REBAR N 289953.7417 N 290467.5672 E 2090041.1300 E 2091827.4810 A CONTROL PT. 36 �S" REBAR N 290502.2638 m 9 E 2091423.43506 .F Rub 0 �I LOT 6 of vl f 1 a o< xOiO/ A� h2kp0/ �/ 39+00 _ 40+00 _ 41+0� � + i k + _�-- -� LOT1 �IG / / / 00 121+00 / 122+00 //s L - CONTROL PT. 25465 11111 8ZM�T��O = s o z w 0 o (q W X 9 'Z co N J z 0O U 2z w U L)2 z <0 Lu aOf > x(L O z Y z z> O U¢ N W a UU 0 = O z x y 0 z V) V) x dre br. LH ab by: JB WRa by: MMR O Cby: MMR JB 0148C m: 3017-1255 GRMm..: C HU 71M.tl da 01.16.2018 SHEET 5 of 34 -- LLJ 7 - - LU 0 CONTROLPT. 21389 CONTROL PT. 36 CONTROL PT. 21372 u BENCHMARK "C" 113+00 114+00 115+00 118+00 +00 118+00 119+00 011 0 �I LOT 6 of vl f 1 a o< xOiO/ A� h2kp0/ �/ 39+00 _ 40+00 _ 41+0� � + i k + _�-- -� LOT1 �IG / / / 00 121+00 / 122+00 //s L - CONTROL PT. 25465 11111 8ZM�T��O = s o z w 0 o (q W X 9 'Z co N J z 0O U 2z w U L)2 z <0 Lu aOf > x(L O z Y z z> O U¢ N W a UU 0 = O z x y 0 z V) V) x dre br. LH ab by: JB WRa by: MMR O Cby: MMR JB 0148C m: 3017-1255 GRMm..: C HU 71M.tl da 01.16.2018 SHEET 5 of 34 29}50 55MH RIM ELI 1908.91 FL EL 1897.27 ZW CPFN 60D A 600 NAIL CONCRETE Q I o U (� RErAININc WALL CONCRETE SCALE IN FEET I R�fl,Rib 31+00 3200 31 ST STREET 33 00 .. '• 26" CMP FL 1907.76 FOUND 712"" �p yy 10"W 10"w 10 w _ FnuNn t�{�:w io„w io"w io"w io"w io"w io"w IRON PIPE — — — co 4 26" FL 29+50 30+00 31+00 32+00 33+00 34+00 4 i�e i 4 JI 0 N W U) Z J_ 0% LL 200 F 1905 X CD Lo 2 Z O SCALE: 1"=20' HORZ. M am +m va Y go a0 aL0 as �+ x� 1"=2' VERT. W N rid Q Mm 0Jp Oz Y � N VPI STA 31+25 Q rn p d ¢¢m 1900 M m z z <II O— ui CD z F - S LVC= 100.00 x dre b5' LH me by: JB 189() WMa by: MMR �C by: MMR JB P,*d m.: 2017-1255 r y1 bo d.Mm..: C RPP 71M.tl aa« 01.16.2018 m SHEET 1679E_, - \ 0O1 _ m EXISTING GRA E AT CENTERLINE —3/ I mw nm PROPOS D GRADE ATC 7NTERLINE —0. hm Op rnrn NN O �� Am Ma ^m O mm bb Opj O mm bq O^ O mm NY OIC O mm by ^m mn �b b0 00 Am m� h� bb b0 m0, bm bm p0 mm bb by m �b �O 00 mm mp P1M Ory h� qmmm qm b0 b0 b0 mp mm mm Imp qb �O mp bm bh DO mm pm N �O mm ry� �N 00 am Om b bN d' 00 Ofd m 29+50 30+00 31+00 32+00 33+00 34+00 4 i�e i 4 JI 0 N 35+00 1 6 Of 34 W U) Z J_ 0% LL 200 F 1905 X CD Lo 2 Z O M W o!S Y go a0 aL0 as �+ x� W N Q U Q d'¢ Oz Y � N Z Q rn p d ¢¢m 1900 M = z z ui CD z F - w x dre b5' LH me by: JB 189() WMa by: MMR �C by: MMR JB P,*d m.: 2017-1255 r y1 bo d.Mm..: C RPP 71M.tl aa« 01.16.2018 m SHEET 35+00 1 6 Of 34 I � �I I 0, 1 D® , SCALE IN FEET --------------------------------------------------------- ---- ------------------------ --------- - . - - - - - 10"w to'w 10"w 1D"W io'W �— 31ST STREET 10"w m"w 10"w -low 10"w 10"w - 10"w ircuiv rilrC,w 1 o"w sm u wo i rnw� o 34+00 35+00 37+00 38+00 39+00 O� ° m 39+50 1905 1900 O O N W CIO Jm LL O00 F Z XEL + C) W O W gC3 Y a� o_o EL (L W � (0 OfO Z Z N Q n p D ¢¢m M W W 2 Z O Z H u) Q 2 dre b5' LH Mb by: JB WMa by: MMR OA�OC by: MMR JB pnyeI m.: 2017-1255 d.Mm..: C RPP 71M.tl aa« 01.16.2018 SHEET 7 of 34 SCALE: 1"=20' HORZ. 1"=2' VERT. nr � Mrn -0. OR r II � w PROP O ED GRADE AT ENTERLINE EXISTING GRADE AT CENTERUN r 0 M r r r o w m r r 0 gy m m r d' 0 r o �r o r r 0 J Y 4 6 0 00 rno - � Jr Vr N O°o YV pYrM °o MN4rN o rM O�rnorn �J -o TM rNJ -Mrn 0sN 0 O�o N rtYrnO 34+00 35+00 37+00 38+00 39+00 O� ° m 39+50 1905 1900 O O N W CIO Jm LL O00 F Z XEL + C) W O W gC3 Y a� o_o EL (L W � (0 OfO Z Z N Q n p D ¢¢m M W W 2 Z O Z H u) Q 2 dre b5' LH Mb by: JB WMa by: MMR OA�OC by: MMR JB pnyeI m.: 2017-1255 d.Mm..: C RPP 71M.tl aa« 01.16.2018 SHEET 7 of 34 / o I � , I o�I I � i i m. I II ss , ------------'— 31ST IRON PIP�w 10"w 1o,w to"w 10"w �i'm";N �1 41$° aW / 1a'•w / — o,w — 0' 10® . SCALE IN FEET 38+50 39+00 40+00 41+00 42+00 43+00 44+00 W • W U) J z LIL O to H 0 Z W 0Sv O W Q�Y > 11�O J 0 Q 11� D_ LO o a I— ++LU 00 S� LU c) 11�0 11�Q Oz U)U z> Q WM LU = W Z m 0 Z H Q S drown by cbocked by JB approved by MMR QNQC by MMR JB pgect no: 2017-1255 drawing no C RPP 71255 No date 01.162➢10 SHEET 8 of 34 SCALE: 1"=20' HORZ. 1"=2' VERT. EXISTING GRADE ATCENTERLINE i / 0.40% / PROP ED GRADE AT ENTERLINE i r n M bJ YmmYm O O pt r �N 0 X� 6 —2 Om oim r 6 0 r N� NqY 0 � N bm MY I bOf d'Y DO O N r �O bm 0 n "]� 0N0m MN p n r bM m mOIm n hY aOtm r ON Olm N Nm ^1� Olm Om r N fm by Otm Olm r m Np Offmp m N_ 01 0�pp O NN imj OO m bM OpOp Tm m bµ N OfOp O O^im O� 38+50 39+00 40+00 41+00 42+00 43+00 44+00 W • W U) J z LIL O to H 0 Z W 0Sv O W Q�Y > 11�O J 0 Q 11� D_ LO o a I— ++LU 00 S� LU c) 11�0 11�Q Oz U)U z> Q WM LU = W Z m 0 Z H Q S drown by cbocked by JB approved by MMR QNQC by MMR JB pgect no: 2017-1255 drawing no C RPP 71255 No date 01.162➢10 SHEET 8 of 34 I i�o v v \ 44 \ \ 0„ oo \ X E \ 4500 400 \ YOSTAVENUE O \ 1U, -mA "W 10"W 10"W 41+UU I xIo I n � 0' 10' 2IN 40' SCALE IN FEET Q P / a ���tOiim p mm SCALErl"=20�'HORZ. A � � b�(Om O O "Op N ^O 47$00E;10 ff- y m a RoM Rib .Io I Zw O Q 0' 10' 2IN 40' SCALE IN FEET Q $� / 0 � O ���tOiim p mm SCALErl"=20�'HORZ. A � � b�(Om O O "Op N ^O y m a RoM Rib a 48$00 10"33- 0"ss / I �1 m f1 AVI / 0 � O ���tOiim p mm SCALErl"=20�'HORZ. A � � o0 ^O y tl a I a a 42+50 43+00 44+UU 4b+UU 4Ei+UU 48+00 1905 1900 1896 w m Jm LL O00 2F Z dco O .6 't Uw Y go a8 ait Lo LLa- + = w� of¢ Oz ri) co oL) N a m M w w 2 Z c CD Z H u) Q 2 dre br. LH ab by: JB WMa by: MMR ONOC by: MMR JB 0148C m: 2017-1255 GRMm..: C RPP 71M.tl aa« 01.16.2018 SHEET 9 of 34 mm SCALErl"=20�'HORZ. OoVPI STA: +98.72rn0 m^ r O M XISTING GRADE AT CENTERLINE LVC= 100.002. 0 U P OPOSED GRADE AT CENTERLINE r ^m OI O Bj Oip O �O m ^m Nm O.p m0 ^m Nm N O\p q0 „m Im M O\p q0 .,m bm Nm Now Nm Ids N m r Opp Opp O\p O\p p10 m0 q0 q0 .,0 ^m „rn ^m ^M �m �rn m Y O\p Or Or rn0 �O q0 ^m „rn ^rn NO O Off: q0 ^m tO ^M Om q0 .,m m0 Oim m0 m qm N Oi pj q0 _ m ON r Opj �O ^m hr 00 A� „m MV m ^O Q� „m m m O w V N O m m m m O m 42+50 43+00 44+UU 4b+UU 4Ei+UU 48+00 1905 1900 1896 w m Jm LL O00 2F Z dco O .6 't Uw Y go a8 ait Lo LLa- + = w� of¢ Oz ri) co oL) N a m M w w 2 Z c CD Z H u) Q 2 dre br. LH ab by: JB WMa by: MMR ONOC by: MMR JB 0148C m: 2017-1255 GRMm..: C RPP 71M.tl aa« 01.16.2018 SHEET 9 of 34 29 5O BUILD 8" HIGH EARLY 0 BUILD 36" COMBINATION CURB & GUTT R o CONCRETE PAVEMENT STA. SIDE LF STA. TO STA. SIDE S0. YDS. 30+18.5 46' RT TO 89' RT 43 29+84 — 30+49 1 LT & RT I 510 BUILD 7" CONCRETE PAVEMENT STA. TO STA. I SIDES0. YDS. 30+49 — 34+50 LT & RT 1427 BUILD 6" CONCRETE DRIVEWAY EJ STA. I SIDE S0. YDS. 30+16 — 30+60 35' RT TO 145' RT 262 31+65 RT1 42 1 1 / 1 i i 4T i T T A/ i T �I T Tll CPT477 60D INV " II FREE 124" CMP MASS FL 1909.12 CONCRETE CONCRETE Illi Illi r o 1 CONCRETE W U U RETAINING WALL CONCRETE I b BUILD TEMPORARY CONCRETE PLUG (SUBSIDIARY TO STORM SEWER PIPE) ® N B - — — — — DROP CURB FOR FUTURE SIDEWALK RAMP W F — Oi O U ,0 J I o OR NH 32+99 1 16.0' RT 1 1 DESCRIPTION 1A I 0' 10® O SCALE IN FEET RCP CURB INLET 1 FL=1902.45 TO CURB INLET 2 FL=1902.57 2 LLQ V 0.50% i O 3 1 Rib 0.40% RCP I CURB INLET 3 FL=1900.34 TO CURB INLET 1 FL=1902.45 6 OPT 12 COD NAIL U W wow I - ------------------------------------------ S1 •34 00.s ° 35 00 w co PROTECT LIGHT POLE §..°a OUTLOT LOTS I O REMOVE DRIVEWAY CULVERT STA. - — — — — DROP CURB FOR FUTURE SIDEWALK RAMP — — — — — — — — — — — — — — — — — — — — — Oi — — — — — — — — — — — — — — — — — — — — — — — — — O o a 32+99 1 16.0' RT 1 1 DESCRIPTION 1 Z 36' 0.30% RCP CURB INLET 1 FL=1902.45 TO CURB INLET 2 FL=1902.57 2 18" V 0.50% RCP O 3 1 529 1 0.40% RCP I CURB INLET 3 FL=1900.34 TO CURB INLET 1 FL=1902.45 a ° •° 3.1ST°STREE°T a �33 00 •34 00.s ° 35 00 w '31+00 ,32 00 a ° . . ° FL. 1907 76 ° •. ° ° • ° FOUND 1/2" 2 lo..w 10 w 10"w lo,w 10"w Ti�"w 'RIFE 1o"w 10 w ° 1o"w 10"w 1o"w •' 0"w — p i IRON ° _ OD N co PROTECT LIGHT POLE §..°a OUTLOT LOTS I O REMOVE DRIVEWAY CULVERT STA. SIDE EA 30+26 48' RT 1 REMOVE PAVEMENT STA. TO STA. SIDE S0. YDS. 29+84 — 30+16 LT & RT 335 30+16 — 30+60 35' RT TO 145' RT 1 291 BUILD CURB INLET NO. STA. SIDE RIM ELEV. FL ELEV. DEPTH THROAT 1 32+98.5 16.0' LT 1906.57 1902.45 4.12' 8'-0" 2 32+98.5 16.0' RT 1 1906.57 1 1902.57 4.00' INLET SEDIMENT FILTER N0. STA. SIDE EA 1 32+99 16.0' LT 1 2 32+99 1 16.0' RT 1 1 a U) W Ix 2F Z + 0 W Om UW U0 yp �Lo as Z NY 0�ZZ to UQ LU m LU pa W LU = Z C/) n CD m Z H Q 2 d. b5' LH ab by: JB WRa by: MMR O Cby: MMR JB Pl*d m.: 2017-1255 d.WN m: C COR 71255.mm aa« 01.16M18 SHEET 10 of 34 BUILD STORM SEWER PIPE O NO. SIZE LENGTH SLOPE TYPE DESCRIPTION 1 1B" 36' 0.30% RCP CURB INLET 1 FL=1902.45 TO CURB INLET 2 FL=1902.57 2 18" 240' 1 0.50% RCP I CURB INLET 1 FL=1902.45 TO PIPE END FL=1903.64 3 24" 529 1 0.40% RCP I CURB INLET 3 FL=1900.34 TO CURB INLET 1 FL=1902.45 a U) W Ix 2F Z + 0 W Om UW U0 yp �Lo as Z NY 0�ZZ to UQ LU m LU pa W LU = Z C/) n CD m Z H Q 2 d. b5' LH ab by: JB WRa by: MMR O Cby: MMR JB Pl*d m.: 2017-1255 d.WN m: C COR 71255.mm aa« 01.16M18 SHEET 10 of 34 BUILD 7" CONCRETE PAVEMENT 0 STA. TO STA. I SIDE 1 SO. YDS. 34+50 - 39+00 LT & RT 1600 BUILD TEMPORARY CONCRETE PLUG Ii (SUBSIDIARY TO STORM SEWER PIPE) BUILD CURB INLET v SIDE ZLuQ THROAT Ou 16.0' RT �o I A 'n 16.0' LT J a � O LL 1 8'-0" 0, 10®' SCALE IN FEET 1.64% RCP F.E.S. 1 FL=1895.00 TO CURB INLET 3 FL=1895.72 6 30" i 0.30% RCP I CURB INLET 3 FL=1895.72 TO CURB INLET 4 FL=1895.83 Rub BUILD CURB INLET v SIDE RIM ELEV. FL ELEV. DEPTH THROAT 3 38+27 16.0' RT 1904.47 1895.72 1 8.75' I 4 38+27 16.0' LT 1904.47 1895.83 1 8.64' 1 8'-0" 39' 1.64% RCP F.E.S. 1 FL=1895.00 TO CURB INLET 3 FL=1895.72 5 30" 36' 1 0.30% RCP I CURB INLET 3 FL=1895.72 TO CURB INLET 4 FL=1895.83 6 18" 239 1 1.00% RCP I CURB INLET 4 FL=1900.69 TO PIPE END FL=1903.07 a mm I - wo i � I S1 ----------------------------- _ 1 -------------------— O ° 8 1 z 0 a ". • °3500°. a 31 S7 STREET, v< v° 3800 5 O 39 00 I Z 34.00 '° '. 36 00 37 00° _ . O " a . m ° a•FOUNO 7/2" Q' r 3 t � IRON Pl 10 .w to..w N 10"wto"w to'.w to"w 10"w 10 'w 10"Ww m w _m..w 10"w _ _ _ _ _ m w _ _ �— — --- — __ -- __ __ _—_— O� mz I I N J Q IW O Z o� 2~ mZ Z O 0 W U 2 M Wp U O y �L as � � BUILD CURB INLET NO. STA. SIDE RIM ELEV. FL ELEV. DEPTH THROAT 3 38+27 16.0' RT 1904.47 1895.72 1 8.75' 1 8'-0" 4 38+27 16.0' LT 1904.47 1895.83 1 8.64' 1 8'-0" INLET SEDIMENT FILTER N0. STA. SIDE EA 3 38+27 16.0' RT 1 4 38+27 16.0' LT 1 INSTALL CONCRETE F.E.S. Q N0. STA. SIDE BUILD STORM SEWER PIPE O NO. SIZE LENGTH SLOPE TYPE DESCRIPTION 4 30" 39' 1.64% RCP F.E.S. 1 FL=1895.00 TO CURB INLET 3 FL=1895.72 5 30" 36' 1 0.30% RCP I CURB INLET 3 FL=1895.72 TO CURB INLET 4 FL=1895.83 6 18" 239 1 1.00% RCP I CURB INLET 4 FL=1900.69 TO PIPE END FL=1903.07 INSTALL CONCRETE F.E.S. Q N0. STA. SIDE FL ELEV. 1 38+39 55.2 RT 1895.DO EROSION CONTROL MAT STA. I SIDE S. F. 38+39 1 55.2' RT 440 Z 0�0z rn U Q Q W m pa LU LU = Z C/) 15 U m Z H Q 2 dre b5' LN Ne by: JB WRa by: MMR O Cby: MMR JB Pl*d m.: 2017-1255 d.Mm..: C WN 71M.tl SHEET 11 of 34 BUILD 7" CONCRETE PAVEMENT 0 STA. TO STA. I SIDE 1 S0. YDS. 39+00 — 43+50 LT & RT 1600 I / I / / / i I s _— --III — — — — — — — — — — — — — — — — — — _ — — — — — _ — — — — — _ — — — — — — — — — — — — — — — ---------- 00 .4000 a31STSTR NT IRON PIt��W to"w to"w 10'w I I i Ow / _.41,00. 9 / 8 E W 10 i 10''W BUILD CURB INLET NO. STA. SIDE RIM ELEV.1 FL ELEV. 1 DEPTH THROAT 5 40+83 16.0' LT 1 1905.50 1 1901.63 1 3.87' 1 8'-0- 6 40+83 16.0' RT 1 1905.50 1 1901.82 1 3.68' 1 8'-0° INLET SEDIMENT FILTER NO. STA ,i EA 5 40+83 16.0' LT 1 1 6 40+83 1 16.0' RT 1 1 E Lu u Z� 0 J tAy O ® J a JX FLL 0' 10' 20' 40' SCALE IN FEET 000 racy 6 SS \ B SS s"ss �m � m � woo i W • J 0 U) � Z W 0_ H 06 L0 W O O W U� �p �o as U) 0) =� Z M 0_ 0 Q 0< O Z Y I — U Z <Q W U Q G' W Lu m G W W H = Z U) uj 0 M Z H Q S drown by checked by JB approved by MMR ONOC by MMR JB p,ect no: 2017-1255 tl2w,ng no_ C CON 71255. Ng date 01.162010 SHEET 12 of 34 BUILD STORM SEWER PIPE O N0. SIZE LENGTH SLOPE TYPE DESCRIPTION 7 24" 256' 0.30% RCP I CURB INLET 4 FL=1900.86 TO CURB INLET 5 FL=1901.63 8 18" 36' 0.50% RCP I CURB INLET 5 FL=1901.63 TO CURB INLET 6 FL=1901.82 E Lu u Z� 0 J tAy O ® J a JX FLL 0' 10' 20' 40' SCALE IN FEET 000 racy 6 SS \ B SS s"ss �m � m � woo i W • J 0 U) � Z W 0_ H 06 L0 W O O W U� �p �o as U) 0) =� Z M 0_ 0 Q 0< O Z Y I — U Z <Q W U Q G' W Lu m G W W H = Z U) uj 0 M Z H Q S drown by checked by JB approved by MMR ONOC by MMR JB p,ect no: 2017-1255 tl2w,ng no_ C CON 71255. Ng date 01.162010 SHEET 12 of 34 BUILD 7" CONCRETE PAVEMENT 0 STA. TO STA. I SIDE 1 S0. YDS. 43+50 — 46+58 LT & RT 1096 i�00 \ I o� \ 00 d _ \ \ \\ b 45$00 ��� — 46t00,� e,YQST AVENUE m" B SS low m"w io"w z 0� zz rn UQ W m pa F w = z W 15 CD m z H Q 2 dre b5' LH ebW by: JB WRa by: MMR O Cby: MMR JB ONyeC nm: 2017-1255 GRWm..: C WN 71M.tl 0Wx 01.16.2018 SHEET 13 of 34 Zw O Q 0' 10' 20' 40' SCALE IN FEET I+ U O t^� 0 LU o I Rub z 0� zz rn UQ W m pa F w = z W 15 CD m z H Q 2 dre b5' LH ebW by: JB WRa by: MMR O Cby: MMR JB ONyeC nm: 2017-1255 GRWm..: C WN 71M.tl 0Wx 01.16.2018 SHEET 13 of 34 I+ LU o I co F III b y ee o o�y I III o II A� o I, jm�m F S. r r a ^'nii m o s 47$00 a 'ss aoo a u7 z i 10"ss o m Q o (q W W / to"w � M w R_ r w,p � rc mm Q/ mm0 r�o wm m O N I ��O SOS Q O IIIDw I O II A w z O /n II vn A X00 �~ �w II II + p OW II i Y U� �O �LO as �1 F� z 0� zz rn UQ W m pa F w = z W 15 CD m z H Q 2 dre b5' LH ebW by: JB WRa by: MMR O Cby: MMR JB ONyeC nm: 2017-1255 GRWm..: C WN 71M.tl 0Wx 01.16.2018 SHEET 13 of 34 29}50 STA: STA: m 0 10'R STA:rQ+39 STA: 20' ITA: 30+59.64 44.98' RT Q 30.0' RADIUS R.P. STA: 30+48.61 - 46.00' LT P.C. STA: 30+48.61 - 16.00' LT. P.T. STA: 30+18.51 - 45.99' LT. Q 30.0' RADIUS R.P. STA: 30+48.64 - 46.00' RT. P.C. STA: 30+48.64 - 16.00' RT. P.T. STA: 30+18.64 - 46.01' RT. J o' 10® . SCALE IN FEET 1-.\A + 6 3400 — xy� — y6 35 FDO 6" INTEGRAL CURB CONCRETE PAVEMENT 6' TOP OF SLAB ELEVATION AT BACK OF CURB NOTE: ALL GRADES ARE TOP OF SLAB UNLESS NOTED OTHERWISE. ALL DIMENSIONS AND OFFSETS ARE TO BACK OF CURB OR EDGE OF PAVEMENT UNLESS NOTED OTHERWISE. DAVM EL ELEVATION DETAIL NOT TO SCALE N w (7 U a6 0 U Z CD 2 Z + 0 W OM U w Y U�600 of F -Lo as ON a 2 Y 0 c Z� to U Q pa w Of = z U) c6 N Z M Q 2 dre b5' LH ab by: JB WRa by: MMR D Cby: MMR JB Pl*d m.: 2017-1255 d.WN..: C GED 71M.m dtl 01.16X18 SHEET 14 of 34 R' O z1 0 0 9L ^1. '.p yy o 0 01 D' j — _—-1--�—� a y� o yti I --- 1 y� I �--� 1 y^ 6� 6?' � 9^ g. 0,5 1� yk o. 31_+F00 $,� 3 01 p^ oy 32 rc A. �. y_ —xy y1 p iv •6' y. . gyp' _ 30 00 —— 1^p'- 1 — �, — "' 31ST STREET 7' 10� o )0'SJ B" lo' 10" 10' 19 bti p'o e p � pti: m p I 1 oti 1 1 1 1 �y yti a _- o - _- -� SS STA: 30+59.67 30.92' RT 1�1 1 _ o / ON I STA: STA: m 0 10'R STA:rQ+39 STA: 20' ITA: 30+59.64 44.98' RT Q 30.0' RADIUS R.P. STA: 30+48.61 - 46.00' LT P.C. STA: 30+48.61 - 16.00' LT. P.T. STA: 30+18.51 - 45.99' LT. Q 30.0' RADIUS R.P. STA: 30+48.64 - 46.00' RT. P.C. STA: 30+48.64 - 16.00' RT. P.T. STA: 30+18.64 - 46.01' RT. J o' 10® . SCALE IN FEET 1-.\A + 6 3400 — xy� — y6 35 FDO 6" INTEGRAL CURB CONCRETE PAVEMENT 6' TOP OF SLAB ELEVATION AT BACK OF CURB NOTE: ALL GRADES ARE TOP OF SLAB UNLESS NOTED OTHERWISE. ALL DIMENSIONS AND OFFSETS ARE TO BACK OF CURB OR EDGE OF PAVEMENT UNLESS NOTED OTHERWISE. DAVM EL ELEVATION DETAIL NOT TO SCALE N w (7 U a6 0 U Z CD 2 Z + 0 W OM U w Y U�600 of F -Lo as ON a 2 Y 0 c Z� to U Q pa w Of = z U) c6 N Z M Q 2 dre b5' LH ab by: JB WRa by: MMR D Cby: MMR JB Pl*d m.: 2017-1255 d.WN..: C GED 71M.m dtl 01.16X18 SHEET 14 of 34 c _ _ _ _ - _ _ _ _ _ - _ _ - _ _ _ _ _ - _ _ - _ _ - _ _ T _ 1 —�— N z N S —x 31 STi 3600 y' STREET o- b3y� —y ^ b 3 00y ti 39 00 0 — Z q,\ 3yg 3400 x O I$ bVmi 6y yy ay �y ryy y py 9y 0y 1y 6y ?y ay 7y bryy a°y O O a ¢ mU 0 _ _ _ _ _ wN 7 _ _ JW p2 �I ¢ L I W io c� U) z wl ca 4O U) o F 2 F .a Z+ o W o .0 O' M L) W (60 aS UC3 Q� �> ao as F- + ¢'oma me �� a %n Z ; �3 F U Q Q ao WUU a m ? Gi 6" INTEGRAL CURB w = Z n z CONCRETE PAVEMENT c6 1 c� 6" Z M E TOP OF SLAB ELEVATION �a AT BACK OF CURB 2 n_a drexn br. JH by: JB �N NOTE: ALL GRADES ARE TOP OF SLAB UNLESS NOTED ep y: MMR OTHERWISE. ALL DIMENSIONS AND OFFSETS ARE TO BACK OF Prod Cb,.ar: MMR JB CURB OR EDGE OF PAVEMENT UNLESS NOTED OTHERWISE. d.WN .: 71M. ss DATUM EL=1900.00 amMrM no.: c deo nass.mm `o aa« 01 1e.m18 im ELEVATION DETAIL SHEET t ¢ NOT TO SCALE 15 of 34 11 ZQLu Ou �o A In J a � 0' 10®, OLL SCALE IN FEET 6 i Rub c _ _ _ _ - _ _ _ _ _ - _ _ - _ _ _ _ _ - _ _ - _ _ - _ _ T _ 1 —�— N z N S —x 31 STi 3600 y' STREET o- b3y� —y ^ b 3 00y ti 39 00 0 — Z q,\ 3yg 3400 x O I$ bVmi 6y yy ay �y ryy y py 9y 0y 1y 6y ?y ay 7y bryy a°y O O a ¢ mU 0 _ _ _ _ _ wN 7 _ _ JW p2 �I ¢ L I W io c� U) z wl ca 4O U) o F 2 F .a Z+ o W o .0 O' M L) W (60 aS UC3 Q� �> ao as F- + ¢'oma me �� a %n Z ; �3 F U Q Q ao WUU a m ? Gi 6" INTEGRAL CURB w = Z n z CONCRETE PAVEMENT c6 1 c� 6" Z M E TOP OF SLAB ELEVATION �a AT BACK OF CURB 2 n_a drexn br. JH by: JB �N NOTE: ALL GRADES ARE TOP OF SLAB UNLESS NOTED ep y: MMR OTHERWISE. ALL DIMENSIONS AND OFFSETS ARE TO BACK OF Prod Cb,.ar: MMR JB CURB OR EDGE OF PAVEMENT UNLESS NOTED OTHERWISE. d.WN .: 71M. ss DATUM EL=1900.00 amMrM no.: c deo nass.mm `o aa« 01 1e.m18 im ELEVATION DETAIL SHEET t ¢ NOT TO SCALE 15 of 34 11 I ZQLu Ou �o A In J a � O LL 0' 10®' SCALE IN FEET 6 /sse i Rub I /sse / s 2s � m szs s 4r / / x� 9 / / >> / s / o rL p7 0 o (q i 6 'A __ _ _ -- - SS�x z 39=00 ke^ �� 4000 N_ _ h� 4^.-'0 / °O _ �k�^ xk�^ _ x`'", 31 ST STREET h� srs y N O� 1y Ny 'Sy kk9 ky9 09 .�h k� Oy k90 S S / ' / W --_- z OCD U) —'�----- ------- --J-------- o zo 2Z Z + O' O-01 U w + v URoO ¢of Lo � as 2 0M a 0� Z� Y to U Q 6" INTEGRAL CURB Of pa 111 = Z CONCRETE PAVEMENT U) 6" Z M TOP OF SLAB ELEVATION Q AT BACK OF CURB 2 dre br. LH NOTE: ALL GRADES ARE TOP OF SLAB UNLESS NOTED ebe by: JB WRa by: MMR OTHERWISE. ALL DIMENSIONS AND OFFSETS ARE TO BACK OF 0 Cby: MMR JB CURB OR EDGE OF PAVEMENT UNLESS NOTED OTHERWISE. Pl*dm.: 2017-12S DATUM EL=1900.00 d.Wm m: ceeo 71M.mm ELEVATION DETAIL SHEET NOT TO SCALE 16 Of 34 J \� 00 9b bb tib y. b. \ b \ 'Sb b 0 b b \ y \ \ Ob xbpb IJ J \ \ b � s 4 \\\ \b 1-1 OO b b - x J sJs� 4500 \ x6 xy \ ss' Lu � II 117 I I I Oxy SEE SHEET 29 FOR 33RD STREET INTERSECTION GRADES WO I , ` 1 1 1 I I I I I L --_I_ L---� L--� L -1--t-- -1 -- r, --I-- 4600 n ->�-- 470 - a 8s, 92s 9Ja 1990 I I I I I I I 11 �t—,__ L IF r J —--r---rrt --- T fir ex9 N e'0x 9x0 9'59 I I -Lrt-I --r I � LMOIR 4 r Ad 0 L s 4atOO YOSTAVENUE 2 0 i - - - ,_ CD co N W p c� U CD 06 0 /n Z CD 2 Z O+ 0 W CD Uw Y URa88 of F-� o (L � � F- ZW O Q 0' 10' 20• 40• SCALE IN FEET U O 0co t^� 0 LU p o 6" INTEGRAL CURB Lu d W = LU Z Rub Lu � II 117 I I I Oxy SEE SHEET 29 FOR 33RD STREET INTERSECTION GRADES WO I , ` 1 1 1 I I I I I L --_I_ L---� L--� L -1--t-- -1 -- r, --I-- 4600 n ->�-- 470 - a 8s, 92s 9Ja 1990 I I I I I I I 11 �t—,__ L IF r J —--r---rrt --- T fir ex9 N e'0x 9x0 9'59 I I -Lrt-I --r I � LMOIR 4 r Ad 0 L s 4atOO YOSTAVENUE 2 0 i - - - ,_ CD co N W p c� U CD 06 0 /n Z CD 2 Z O+ 0 W CD Uw Y URa88 of F-� o (L � � F- 0co Zz U Q LU p o 6" INTEGRAL CURB Lu d W = LU Z CONCRETE PAVEMENT U) ri) 6" Z M TOP OF SLAB ELEVATION Q AT BACK OF CURB 2 dre br. LH ab by: JB NOTE: ALL GRADES ARE TOP OF SLAB UNLESS NOTED WRa by: MMR OTHERWISE. ALL DIMENSIONS AND OFFSETS ARE TO BACK OF 0 Cbl.. MMR JB CURB OR EDGE OF PAVEMENT UNLESS NOTED OTHERWISE. Pl*d m.: 2017-1288 DATUM EL=1900.00 d.WN m: ceeo 71M.mm d� 01 16M18 ELEVATION DETAIL SHEET NOT TO SCALE 17 Of 34 F W LuN W O N Z L Z 0 0l N An � oa O Z � U d' 0 �. SSMH NT, o m RIM EL -1912.35 m 1A ys 0 F FOUND FL 1906.68 ` 7" IRON PIPE LIMITS OF CONSTRUCTION a 18" RCP w/FE FL 1911.0 M POWER POLES TO BE RELOCATED BY OTHERS o _ -__�------_--_--_---_- m O e N ® 0' 10" 2IN 40' �e O -- ---' - --3-- ----- —�--3------------'-- SCALE IN FEET 0 lu w o w 10 w to w to"w 1a'w to'w 0 P -OH P -OH P- H P -OH P -OH P- P -OH P -OH P -Ori POWER POLE TO BE A ao RELOCATED BY OTHERS i N P -OH 10"5 10" 10'55 10"SS 10"55 78" CAT ASID RGUND p�'1 a �i 2 W114 CORN CALCULATED P- aH 12'" CMP 190252 A�F C7 FRACTION L p = SECTION 7 V1 T8N, R9_ � x107+00 x 106+00 102+00 103+00 104+00 TREE MASS 105+00 33RD STREET \ �b � m CONCRETE - w o * ^ i o ® 4 p �� BUILDING WATER WELL 12"" CMP FL 190243 20 w 1 O O 1 BUILDINq 2 0 18" RCP wIFES O 2 FL 7909.82 O O F i O m -- O g s 1920 1920 o z SCALE: 1"=20" HORZ. b 0 1"=2' VERT. o (q VPI STA: 103+75 W 17 OW POINT D= 1q113R LVC= 50.00 VPI STA: 106+75 w bb bJ N = Q O Na +a om LVC= 00.00 O_Or +� ON rILL]QII �� am b rcZ tnw Giwf II +- 1915 m » m -1.528 � � ROPOSED GRAD AT CENTERUNI y w00 N \ _0 W J Z EXISTING GRADE AT CEN RLINE O O 2 F- ------ ---- Of c O U Z 1910 1910 g p Q 8 (L L0 as w� �� Ix 0 z a H Q Z Y > co ED Wa m f7 = W Z c6 1905 1905 C7 Z_ F- 2 dre N' LN clie�leS Ey. JB 1902 1902 W MMR ONOC by: MMR JB pgetl Np N N bM N Nry J NpJ Ol it) bry r D7 b0 Or O ^QI r'1r ON hM N M r� Y N Nr b0 b b hp rM CM r . 71M.]55 GRW11i 1p.: CRPP Yy Oy Ya �Nj ni ri Ny2 ni yj ^1 Cl ^iN �tV airy ni {y nim NC4 N� '7� M� h]� ^)� tlN« 01.16.'mi8 0116MIa 0q Olq Ny OIm 0101 Wp1 Ofy OIm 0q UO) Ofy Of O1 Olp Ap Of 01 OI O: OI p1 Ap: SHEET 101+50 102+00 103+00 104+00 105+00 106+00 107+00 18 Of 34 ®N 5 F Lu Z ~ O Ou �o Q PROTECT FIRE HYDRANT O C_ON_STRU_CT�IONLIMITS OF 0 1 z® -- __ _ — SCALE IN FEET SSMH o w FLM w —low w —low io"w 10 io"w 10-W"w m'w 10 o w lo w FL 7905 1 w 9051 .73 73 p P -OH p -OH p -OH p -CH a -OH A OH a 0H p -OH p -OH "ss P -OH POWER POLE TO B E RELOCATED BY OTHERS "ss P -on P -OH 10"55 a -OH p PROTECT POWER POLE 10"ss -OH 10"ss -OH 10"ss 10"ss � T POWER POLE PROTECw io"ss 10"ss FOUND 518"" REBAR io"ss o 4 a 6 10"55 18" CAT 10"55 AS1N ROUND 10"ss 72" DMP 7902.52 _ — —J 112+00 110+00 111+00 107+00 108+00 109+00 33RD STREET N _ —� — + - _ CPL 600 NAIL t - — + T bmm � S1 12" CMP FL 7902.43 0 s a 1920 1920 o SCALE: 1"=20" HORZ. w O 1"=2' VERT. o (q VPI STA: 106+75 VPI STA: 108+50 W LVC= 100.00 LVC= 100.00 w O N O O n rn O rn rn K N 1915 + , N t0+ � m� 1915 CD 0O1 _ orn ! ' f f N 06W EXISTING GRADE AT CEN ERLINE �� gg >> J ZZ LL C3 L N Z PROPOSE GRADE AT CE TERONE CL OW 1910 1910 ca Y go a0 aLO as + UJI m Ix O z a Q Z Y N UJ m O] f7 = W Z N 1905 1905 C7 Z_ F_ N 2 dre br. LH cli� Ey. JB 1902 1902 W MMR �C b{. MMR JB h^mS�m rn Lq pgetl m.: 301]-1]55 tlRWBm; C RPP ]1 5..w ri irn tlN81.16218 am mo, mo, am mrn ma, rnm am mm mo, °1m SHEET 106+25 107+00 108+00 109+00 110+00 111+00 111+75 1 19 of 34 f LOT2 0 STORM SEWER O I RIM 190$. E 118' � W FL 90 � F a BEE HIVE STORM MIT O SSMH RIM 1912.32 u _ FL 0.14 FL 1904.42904.42 FL 1905.70 I F � om F FOUND 102" DEBARYO` 42' , N y 3 42 SO LIMITS OF 42"SD CONSTRUCTION 42'WD 42"SD 42 'Sp 42'Sp PROTECT FIRE HYDRANT 1----- ---_____ ______-_________z________-�______-________________-�___ � F o' 10zo ao' 10"w 10 "w lo -w to"w 1 "w SCALE IN FEET 10"w 10'w 10"w 10"w 10'w 10"w P 10' P On 10''w P -OH 10"w P-oH P -OH P -On P -OH P -OH P -on D P -OH .. P -OH P -On P -OH P -On -OH PROTECT POWER POLE PROTECT POWER POLE + N PROTECT POWER POLE PROTECT POWER POLE io'ss 10 ss 6 "ss 10"ss FOUND 508 REBAR 10, ss + _ 10"SS 10''ss 10^ss 10", io"ss io"ss io'•ss SSMH u RIM EL -19 m i y - a � FL 19003.213.21 1 7+00 A -,� F 116+00 Rib O— 114+00 33RD STREET 115+00 — +— — 113+00 — — —T — 112+00 sm < m wo � I S1 II I s a � 1921920 o Z SCALE: 1"=20' HORZ. w 0 1"=2' VERT. o (q VPI STA: 113+75 W LVC= 100.00 �i rc 1915 1915 CD ow �r O m +0 d 0 04 ff (N W �II W V) J Z EXISTING GRADE AT CENTERLINE ILL O C3 O F- -- --_ — — + �I ow 1910 1910g p Lu _-_-- -- - Q aL0 aOf s PROPOSE GRADE AT CE TERLINE I— W 0 U Q Z' Q N ED Wa 2 m f7 = W Z C6 1905 1905 V Z_ F- U) 2 dre N- LH NerlmE Ey. JB 1902 1902 W MMR �C b{. MMR JB NW Y NIS m ^N t0 ^,Y M CM hN 0 h0 u] 410: M b(O 0r M O] �O tO br O q1r r NrtI r r 410f r r0 b� r hN r 41M r r Oly 00 r ^gyp r rv]r r pRWIV . 301]-1]55 GRW1M Ip.: CRPP 71 ]55.tlwa q� Ol Z6; z �0 Olq qa; 00 O:N o0 q� o0 q� o0 qm o0 o0 Ofm qm o0 qm o0 O:m otl; a1m 00 00 qp q2 00 of 00 of 00 z; �o Olm atl« 81.18.m18 pf p� p� SHEET 111+25 112+00 113+00 114+00 115+00 116+00 116+75 1 20 of 34 W z # Z Lu S ORM SEWER MIT ZW H STORM SEWER' RIM 190 1 QQ F RIM 1909.95 E,18° RCP E18' N 5 �904 RCP FOUND 518'•RBEBAR u L F 190 M 5.fi9 HENT ENT . A STORM MIT /R IA RIM 1911.00 FL 1904.50 W so J a Fye 42..Sp 42.'so a2"Sp 4z"so 42"gp az"so ®n az' o O ERAS / az" 0 qo••50 FOUND 3/4" REBAR 42"so 42"Sp az sp LIMITS OF CONSTRUCTION �' / O' 10' 20' 40' — ---- SCALE IN FEET O u. / WILD PLASTIC CAP =___________________----_--____—__—___-- M GAS MARKES6 PROTECT FIRE HYDRANT P a -OH H P-OHc GUY NA RE TO BE RELOCATED BY OTHERS / age 6 -OH FOU i FOUND 51B" AR W�L 1 o" sSs + WILS PLASTIC CP SMH w A RIM EL -7970.62 FL 190327— 120+00— 121+00 — — 122+00— — 1 7+00 — 118+00— — 119+00 _ + — .� — I -_ - 33RD STREET 7/ `BARRICADES BY OTHERS � m io"w io"w 10"w —low :Oil/u w o i 10"w 10"w —low —low i o S1 0 ILL / / a 1920 1920 o SCALE: 1"=20' HORZ. w O 1"=2' VERT. o (A VPI STA: 119+51.72 W LVC= 100.01) �i rc 1915 b b DID II II MISTING GRADE AT CENTERLINE N V)m 1 �W — — W Z LLO C3 g F — — — — \ Of N 0 W PROPOSED GF ADE AT CENTEF LINE cli� V 1910 1910 ca Y W gC3 aof (L In a s UU UU O z Q Z N ED Wa m cn = UU Z C6 1905 1 (9 Z_ F_ U) 2 dr Oy. LH NerlmE 6y. JB 1902 1902 W MMR OA�OCbl.mmRJB : pge361]-1]65 r ^gyp hr r Y]pJ r Nq r r NO b� r r YN OM r Ylµ r ON r r i(] r ^gyp ^r Nr a 0r UJ Y)O N bN Y)µ M 0M N ^N Of m t1) q0 M61 Mo) I�r i[l GRWN .1M Ip.: C RPP 71 ]55.tlwa •�� �_� N� ^_� ^_� ^_� N� ^�� N� X10 ^O O_p dN 01.16.MI8 qrn qm qrn qrn qrn qm qm gprn qrn qm qrn qrn qq qpi qm qm qm qm qOf qp� qm qm qpl SHEET 116+50 117+00 119+00 119+00 120+00 121+00 122+00 1 21 of 34 m BUILD B" HIGH EARLY CONCRETE PAVEMENT STA. TO STA. I SIDESQ. YDS. 102+66 - 103+64 LT & RT 1140 BUILD S" CONCRETE PAVEMENT 0 STA. TO STA. SIDE SQ. YDS. 103+64 - 107+00 LT & RT 1567 BUILD 6" CONCRETE DRIVEWAY STA.I SIDE SQ. YDS. 105+66 LT 138 BUILD 6" CONCRETE BIKE TRAIL STA. SIDE SQ. YDS. 102+58 - 102+83 44' LT 24 103+29 - 105+50 1 LT 251 105+81 - 106+15 1 LT 56 106+05 - 107+00 1 RT 115 18" RCP FL 7 N 3 V = ,i VJ 102+00 JI i F 78" RCP wIFES FL 1909.82 4 ADJUST MANHOLE TO GRADE BUILD CURB RAMP SIDE STA. SIDE WARNING PANELS (SF) 102+80 44' LT 16 103+33 41' LT 20 105+49 41' LT 20 105+82 41' RT 20 106+10 21' LT 20 106+10 21' RT 20 -CONCRETE CONSTRUCTION OF CURB RAMPS SHALL BE SUBSIDIARY TO CONCRETE SIDEWALK. DETECTABLE WARNING PANELS WILL BE PAID SEPARATELY. ADJUST MANHOLE TO GRADE STA. SIDE EA 105+10 30' LT 1 F, // �/ ffl� VR V + 4J .b . BUILDING 0 j. 1 +r O O RELOCATE EXISTING FIRE HYDRANT EXIST. STA. PROP. STA. EA 103+42, 53' LT 103+42, 68LT 1 'SHALL INCLUDE ALL MATERIALS AND LABOR TO RELOCATE EXISTING FIRE HYDRANT ASSEMBLY. COORDINATE ALL WORK WITH HASTINGS UTILITIES. SSMH RIM EL -7912.35 FOUND FL 7906.68 O 1" 11?ON PIPE STA. TO STA. m O O 0 ZLULU 6" PVC SANITARY SEWER SERVICE Ou - --- u_ z-�_ -� _r- SODDING + + + + + + + + + + + STA. i SIDE LF P, 4H.`t STA. SIDE SY 105+14 30' LT TO 39' RT 69 i 103+25 - 105+50 LT 496 "SHALL INCLUDE SERVICE CONNECTION TO MAIN & 6" PVC CAP ON THE END OF SERVICE LINE. SERVICE UNE SHALL BE INSTALLED AT 1.00% SLOPE. 1 3.50' 105+81 - 107+00 LT 330 21.0' RT a��105+00 RELOCATE EXISTING FIRE HYDRANT EXIST. STA. PROP. STA. EA 103+42, 53' LT 103+42, 68LT 1 'SHALL INCLUDE ALL MATERIALS AND LABOR TO RELOCATE EXISTING FIRE HYDRANT ASSEMBLY. COORDINATE ALL WORK WITH HASTINGS UTILITIES. SSMH RIM EL -7912.35 FOUND FL 7906.68 O 1" 11?ON PIPE UNITS OF CONSTRUCTION POWER POLES TO BE STA. TO STA. m O O 0 ZLULU 1 LT & RT 1 841 Ou - --- u_ z-�_ -� _r- �o + + + + + + + + + + + A In tR'w J a � O LL P, 4H.`t 0' 10® SCALE IN FEET + + +p++P+Ok++ ++ + + ++++++ + + + + + + + + + + + + + + + + + + ++1105+ •10 + +1055+ ++++-r-r-Y-Y�+10£5++++ ++++10'SS + + i ` 1$" t' a'"t RbUNO ��Fpp 1 1912.59 1 12"' CMP 1902. SY' UNITS OF CONSTRUCTION POWER POLES TO BE STA. TO STA. m O O 0 RELOCATED BY OTHERS 1 LT & RT 1 841 W �J - --- u_ z-�_ -� _r- DEPTH + + + + + + + + + + + + + + + ....taw ;: '. .. d.v .' tR'w '. 'w ++0 `Y + + + + + + + + + + + i + +ate ++ P, 4H.`t 105+00 P: + iPA++ p H HdD + + + + + + + + + + + + + + + + i + + +p++P+Ok++ ++ + + ++++++ + + + + + + + + + + + + + + + + + + ++1105+ •10 + +1055+ ++++-r-r-Y-Y�+10£5++++ ++++10'SS + + 2 ` 1$" t' a'"t RbUNO 21.0' LT 1 1912.59 1 12"' CMP 1902. SY' 1 3.50' 8'-0" o 106+84 21.0' RT a��105+00 a 1 3.67' N 4 106+84 ® 107+00 ' 104+00 a °_T 33R,DSTREETT 1.0fi+OO q `I 24" ARCH 184' a RCP CURB INLET 3 FL=1907.76 TO CURB INLET 1 FL=1908.92 5 15" 46' 0.35% REMOVE PAVEMENT STA. TO STA. I SIDESQ. YDS. 102+66 - 103+22 1 LT & RT 1 841 102+74 - 102+83 1 44' LT 1 24 comcree STORM SEWER FL1908.83 SANITARY SEWER FL:1907.64 STA: 105+13.91 38.76' WATER wecL FL: 1907.79 0 BUILD STORM SEWER MANHOLE Q N0. I STA. I SIDE I RIM ELEV. 1 FL ELEV. DEPTH 1 1 103+67 1 24' RT 1 1913.74 1 1909.32 105+00 BUILDINq 2 2 INSTALL CONCRETE F.E.S. N0. BUILD CURB INLET SIDE FL ELEV. N0. STA. SIDE RIM ELEV.1 EL ELEV. DEPTH THROAT 1 105+00 21.0' RT 1 1912.59 1 1908.92 3.67' 8'-0" 2 105+00I 21.0' LT 1 1912.59 1 1909.09 1 3.50' 8'-0" 3 106+84 21.0' RT I ......3 1 1907.76 1 3.67' 8'-0" 4 106+84 21.0' LT 1 1911.43 1 1907.93 1 3.50' 8'-0" BUILDINq 2 2 INSTALL CONCRETE F.E.S. N0. STA. SIDE FL ELEV. 1 103+39 58' LT 1912.00 CURB INLET SEDIMENT FILTER NO. STA. SIDE EA 1 105+00 21.0' RT 1 2 105+00 21.0' LT 1 3 1 106+84 1 21.0' RT 1 4 1 106+84 1 21.0' LT 1 12" CMP FL 7902.43 sm � m � woo i 114 !���� N f 1 G O 00 W XC3 2 F - Z o Q W O� UW Q� �O �o as Z O O0 2 O¢ Z > 2 WN U¢ ULI pa Of W m F_ = Z E CD co Z H 2 dre b5' LH ab by: JB WRa by: MMR ONCC by: MMR JB 0148C m.: 2017-1255 0mMm m: C COR 71255.mm aa« 01.16.2018 SHEET 22 of 34 BUILD STORM SEWER PIPE O NO. SIZE LENGTH SLOPE TYPE DESCRIPTION 1 24" ARCH 86' 2.91% RCP MANHOLE 1 FL=1909.32 TO FES 1 FL=1912.00 2 24" ARCH 134' 0.30% RCP CURB INLET 1 FL=1908.92 TO MANHOLE 1 FL=1909.32 3 15" 46' 0.35% RCP CURB INLET 1 FL=1908.92 TO CURB INLET 2 FL=1909.09 4 24" ARCH 184' 0.63% RCP CURB INLET 3 FL=1907.76 TO CURB INLET 1 FL=1908.92 5 15" 46' 0.35% RCP CURB INLET 3 FL=1907.76 TO CURB INLET 4 EL=1907.93 12" CMP FL 7902.43 sm � m � woo i 114 !���� N f 1 G O 00 W XC3 2 F - Z o Q W O� UW Q� �O �o as Z O O0 2 O¢ Z > 2 WN U¢ ULI pa Of W m F_ = Z E CD co Z H 2 dre b5' LH ab by: JB WRa by: MMR ONCC by: MMR JB 0148C m.: 2017-1255 0mMm m: C COR 71255.mm aa« 01.16.2018 SHEET 22 of 34 BUILD 8" CONCRETE PAVEMENT 0 STA. TO STA. I SIDE SQ. YDS. 107+00 - 112+00 LT & RT 2334 BUILD 6" CONCRETE DRIVEWAY E] STA. I SIDE SQ. YDS. 107+58 LT 133 BUILD 6" CONCRETE BIKE TRAIL STA.I SIDESQ. YDS. 107+00 - 112+D0 RT 556 i m 'CT FIRE HYDRANT F i ADJUST MANHOLE TO GRADE STA. SIDE EA to w m - W, 1 P -OH 1 24" ARCH 10"ss 78" CAT, y N nl —, 12" CMP z P5 s5 SSMH 9a in l N_ J ^I� I + + + + + + + ,: ,e. mU m to w 54 low lo' w low F i ADJUST MANHOLE TO GRADE STA. SIDE EA 1 D8+91 27' LT 1 ADJUST VALVE BOX TO GRADE STA. SIDE EA 107+33 45' LT 1 6" PVC SANITARY SEWER SERVICE STA. 1 SIDE i LF 107+27 29' LT TO 39' RT 1 68 110+19 27' LT TO 39' RT 1 66 *SHALL INCLUDE SERVICE CONNECTION TO MAIN & 6" PVC CAP ON THE END OF SERVICE LINE. SERVICE UNE SHALL BE INSTALLED AT 1.00% SLOPE. POWER POLE TO BE RELOCATED BY OTHERS 6" D.I. WATER SERVICE SODDING STA. SIDE LYF STA. SIDE SY 107+37 44' LT TO 39' RT 83 107+00 - 107+43 LT 132 110+29 1 44' LT TO 39' RT 83 107+73 - 108+D6 LT 101 *SHALL INCLUDE 6" M.J. PLUG AT END OF SERVICE. 10"x6" TAPPING TEE WITH VALVE STA. SIDE EA 107+37 44' LT 1 110+29 44' LT 1 *TAPPING TEE NTH VALVE FURNISHED AND INSTALLED BY HASTINGS UTILITIES AT CONTRACTORS EXPENSE. 0' 10® . SCALE IN FEET PROTECT FIRE HYDRANT F P -OH 19025 s Q 111+00X112+00 107+00 `"' . °108+00 109+00 _ 33Rp`,SYREE�_17+ 0 CPL=LI)' -� ------------ ° a T 6CC °IVAIL° - 8 a • a _ a ° STORM SEWER FL 1906.96 STORM SEWER FL: 1906.93 ° STORM SEWER FL:1907.63 Q ° . WATER SERVICE FL:1904.60'e ° 4.F %WATER SERVICE FL 1905.25 °a ,� ° SANITARY SEWER FL.1905.83 �. ° P dvi I SEWER FL:1907.66 SEWER FL:1906.75 STA: 107+27.40 72" CMP 38.76' RT FL 190243 FL: 1906.89 STA: 110+18.90 38.76' RT FL: 1905.98 BUILD STORM SEWER PIPE o G) I SIZE I LENGTH 1 SLOPE \ 1 DESCRIPTION 6 1 24" ARCH UMITS OF CONSTRUCTION 0.24% —, I CURB INLET 5 FL=1906.10 TO CURB INLET 3 FL=1907.76 --__ SSMH + + + + + + + ,: ,e. + + +�+ + +— _ ID, w to "w to w 54 low lo' w low lo" "w lo'w to"w 10„w + + + + + + + + + + + + + FLM190— 1371 P P -OH P -OH P-ory P—OH P off -+**++++++ off+ P,orv. P -OH P -CH -on P -OH + + + + -PROTECT +++++ +�ory POWER POLE PROTECT POWER POLE .... + + + + + + ° + + + + + + •'• 'ss + + + + 'ss to"ss to"ss 10 ss to"ss " loss FovNo 5/8" REHAB lo''ss ASIN RcgMo * ss ° 10"ss to"ss P -OH 19025 s Q 111+00X112+00 107+00 `"' . °108+00 109+00 _ 33Rp`,SYREE�_17+ 0 CPL=LI)' -� ------------ ° a T 6CC °IVAIL° - 8 a • a _ a ° STORM SEWER FL 1906.96 STORM SEWER FL: 1906.93 ° STORM SEWER FL:1907.63 Q ° . WATER SERVICE FL:1904.60'e ° 4.F %WATER SERVICE FL 1905.25 °a ,� ° SANITARY SEWER FL.1905.83 �. ° P dvi I SEWER FL:1907.66 SEWER FL:1906.75 STA: 107+27.40 72" CMP 38.76' RT FL 190243 FL: 1906.89 STA: 110+18.90 38.76' RT FL: 1905.98 BUILD STORM SEWER PIPE o NO. I SIZE I LENGTH 1 SLOPE TYPE 1 DESCRIPTION 6 1 24" ARCH 1 595' 0.24% RCP I CURB INLET 5 FL=1906.10 TO CURB INLET 3 FL=1907.76 STA: 110+28.90 to"w 10"ss sm � m u wo i 1` M O O N a G O m W WC3 2 F- Z .60 N 0W O� U2 W U_ ofO Wo as Z0 �� O� O O ¢Z LLI WN U¢ � 2 pa of w m = z E CD M Z H co 2 arexn b5' LH ab by: JB WRa by: MMR O Cby: MMR JB 0148m m.: 2017-1255 4.WN m: C CCR 71285.mm aa« 01.16.2018 SHEET 23 of 34 m 1® .11 F BUILD 8" CONCRETE PAVEMENT 0 STA. TO STA. I SIDE SQ. YDS. 112+00 - 116+37 Lf -SRT RT 2041 BUILD 6" CONCRETE BIKE TRAIL 0 STA. I SIDE SQ. YDS. 112+00 - 116+37 RT 486 ADJUST MANHOLE TO GRADE STA.I SIDE EA 112+91 27' LT 1 ADJUST VALVE BOX TO GRADE STA. SIDE EA 112+04 45' LT 1 f PROTECT FIRE HYDRANT 6" PVC SANITARY SEWER SERVICE STA. 1 SIDE I LF 115+40 23' LT TO 43' RT I 66 *SHALL INCLUDE SERVICE CONNECTION TO MAIN & 6" PVC CAP ON THE END OF SERVICE LINE. SERVICE LINE SHALL BE INSTALLED AT 1.00% SLOPE. LOWER EXISTING WATER MAIN STA. SIDE LS 113+79 41' LT 1 *SHALL INCLUDE ALL NECESSARY FITTINGS AND LABOR TO OBTAIN 18" MINIMUM CLEARANCE FROM STORM SEWER. COORDINATE ALL WORK WITH HASTINGS UTILITIES. SSMH RIM EL 1910.74 FL 1904.42 8" D.I. WATER SERVICE STA. - SIDE LF 113+67 41' LT TO 41' RT 82 *SHALL INCLUDE 8" M.J. PLUG AT END OF SERVICE. 10"x8" TAPPING TEE WITH VALVE STA. SIDE EA 113+67 41' LT 1 -TARRING TEE NTH VALVE FURNISHED AND INSTALLED BY HASTINGS UTILITIES AT CONTRACTORS EXPENSE. BEE HIVE STORM MH RIM 1912.32 FL 1905.70 1FOUND 112" DEBAR 42"50 42 SD 1 , UMITS OF CONSTRUCTION LOT2 42 'SD 42"50 42"Sp 42"S[ J ®0' 10' . SCALE IN FEET 7 STORM SEWER RIM 1908. E 18' FL 190 o to's -cE_ ' O GAS MARKEPo m"t 10"w t0"w P—OH P—oH 10"w P—OH P—OH PROTECT POWER POLE to'W to'W P—OH v 10" 10"w to"w P OH P—OH P—OH PROTECT POWER POLE t0w ID"w P—OH P—OHP—OH 10"w t0 W P—OH P—OH PROTECT POWER POLE PROTECT POWER POLE o ss P—OH o j c + 1905.76 6 113+62 + t0"ss to"ss to"ss ID"ss 6 lc ss 10"ss 10,R5 toss H SSMH �0"SS FOUND 5�8" REBAR ° . d ...a, ° ,A R1 EL 1910 M - 21 °a > FL 1903.21 33RD $TREE 116+00 — 1 7+00 0 — e _ s . .115+00• _ — S 1 i 3+00 114+00 33RD STREET �= a 112+00 STORM SEWER FL: 1906.12 ° m ¢ WATER SERVICE FL: 190375 N STA: 113+66.19 40.63' RT FL: 1903.75 TAP EXISTING MANHOLE N0. I STA. I SIDE FL ELEV. 1 113+77 57.3' LT 1905.76 BUILD CURB INLET NO. STA. 1 SIDE RIM ELEV.1 FL ELEV. I DEPTH THROAT 5 113+62 1 21.0' RT 1 1909.78 1905.10 0.20% RCP I CURB INLET 6 FL=1906.00 TO CURB INLET 5 FL=1906.10 6 113+62 1 21.0' LT 1 1909.78 1 1906.00 1 3.78' 1 8'-0- BUILD STORM SEWER PIPE O N0. SIZE LENGTH SLOPE TYPE DESCRIPTION 7 24" ARCH 46' 0.20% RCP I CURB INLET 6 FL=1906.00 TO CURB INLET 5 FL=1906.10 6 24" ARCH 35' 0.88% RCP I TAP EXIST. MANHOLE 1 FL=1905.70 TO CURB INLET 6 FL=1906. DO CURB INLET SEDIMENT FILTER NO. STA. SIDE EA 5 113+62 21.0' RT 1 6 113+62 21.0' LT 1 4 ` M O O 04 I co O Ln W 2 F- + Z I Z c0 O W O� UW U� ofO Wo as Z ~ O Of 0 Q U ¢ Z 2 WN U¢ LU W d w = Z E CD co Z H U) 2 dre b5' LH ab by: JB W,w by: MMR O Cby: MMR JB P148d m.: 2017-1255 d.W%no.: C mM 71M.m da 01.16.2018 SHEET 24 of 34 BUILD 8" CONCRETE PAVEMENT 0 STA. TO STA. I SIDE ART SQ. YDS. 116+37 - 121+25 LTRT 2700 BUILD 6" CONCRETE BIKE TRAIL 0 STA. I SIDESQ. YDS. 116+37 - 116+75 RT 44 117+13 - 121+67 1 RT 506 W STA. 7 A 116+97 21' LT LU �o STORM SEWER' LU A 1n RIM 190$, F- J a � O LL E 18" fn o 0' 10®, FL 190 0 - 1't¢' S 6 `� Ayy gim F—� a 'r;722/2" BAR 42, 42 Rub a2'so / . d / z W 10"w 1 "W ,. .1Z�. w BUILD CURB RAMP STA. 1 SIDE 1 WARNING PANELS (SF) 116+72 1 40' RT 1 20 117+15 1 40' RT 1 20 -CONCRETE CONSTRUCTION OF CURB RAMPS SHALL BE SUBSIDIARY TO CONCRETE SIDEWALK. DETECTABLE WARNING PANELS WILL BE PAID SEPARATELY. ADJUST MANHOLE TO GRADE STA. I SIDE== A 116+97 21' LT ADJUST VALVE BOX TO GRADE STA. SIDE EA 117+29 36' LT 3 / JORM SEWER MH RIM 1909.95 E 18" RCP 24" RCP FL 1905.69 FOUND 5/8" REBAR / BENT / STORM MH /FOUND 5/5" R RIM 1911.00 / W/LS PLASTIC * FL 1904.50 42"Sp 42"Sp 4� 50 42'SD 4� 50 42 SD 42 SD 4� SD 42 50 42"SD 4Y 50 GAS FOUND 3/4" REBAR LIMITS OF CONSTRUCTION ------ a / PROTECT FIRE HYDRANT / v-oe v off a ° PROTECT POWER POLE 'm°a SSMH 4 ° R/M°EL-491OX2 w ° °Fl. 190321 —6-1 7+00 —° — a 3 G mc p_oH c a -on GUY WIRE TO BE RELOCATED BY OTHERS e p t2o+oo- " 33RD ° 121+60 tls+oo a 118+00 • • . °°. ° s — • _---{--�::a— STREET, s 10"w 10"w 10"w m"w 10''w 10"w to"w / / / / TAP EXISTING MANHOLE N0. I STA. ZLuQ 1LELEV. Ou 117+35 �o 1904.50 A 1n 117+57 21.0' LT 1911.18 J a � O LL 4.42' 8'-0" 0' 10®, SCALE IN FEET 6 — t Ayy gim Rub / JORM SEWER MH RIM 1909.95 E 18" RCP 24" RCP FL 1905.69 FOUND 5/8" REBAR / BENT / STORM MH /FOUND 5/5" R RIM 1911.00 / W/LS PLASTIC * FL 1904.50 42"Sp 42"Sp 4� 50 42'SD 4� 50 42 SD 42 SD 4� SD 42 50 42"SD 4Y 50 GAS FOUND 3/4" REBAR LIMITS OF CONSTRUCTION ------ a / PROTECT FIRE HYDRANT / v-oe v off a ° PROTECT POWER POLE 'm°a SSMH 4 ° R/M°EL-491OX2 w ° °Fl. 190321 —6-1 7+00 —° — a 3 G mc p_oH c a -on GUY WIRE TO BE RELOCATED BY OTHERS e p t2o+oo- " 33RD ° 121+60 tls+oo a 118+00 • • . °°. ° s — • _---{--�::a— STREET, s 10"w 10"w 10"w m"w 10''w 10"w to"w / / / / TAP EXISTING MANHOLE N0. I STA. I SIDE 1LELEV. 2 117+35 55.0' LT 1904.50 BUILD CURB INLET N0. STA. I SIDE RIM ELEV. 1 FL ELEV. I DEPTH THROAT 7 1 117+57 21.0' RT 1911.18 1907.00 4.18' 8'-0" 8 117+57 21.0' LT 1911.18 1906.76 4.42' 8'-0" BUILD STORM SEWER PIPE O NO. I SIZE I LENGTH 1 SLOPE 1 TYPE DESCRIPTION 9 18"1 46' 1 0.50% 1 RCP I CURB INLET 8 FL=1906.76 TO CURB INLET 7 FL=1907.00 10 18"1 39' 1 5.79% 1 RCP I TAP EXIST. MANHOLE 2 FL=1904.50 TO CURB INLET 8 FL=1906.76 CURB INLET SEDIMENT FILTER N0. STA. SIDE EA 7 1 117+57 121.0' RT 1 8 1 117+57 1 21.0' LT I1 \l�L �m � m � woo i 1JJ1ad FOUND 5/8" DEBAR 1 W/LS PLAS7/C CAP a — t to _ z w O o (n / BARRICADES BY OTHERS m W / � pi DID 04 a G O U) W ao 2 F- + W OCIJ 02 W U0 X00 �+ as Z 2 O� Q O Q Z > 2 WN 0< Of W d w F_ = z E CD co Z F_ Q 2 amwn b5' LH ab by: JB W,w by: MMR ONCC by: MMR JB pwpC m.: 2017-1255 GmWN m: C COR 71255.mm dtl 81 .16.2818 SHEET 25 of 34 .11 F aN W K W K O STA: 103+ .13 STA: 102+88.19 co 83.99' LT 83.89' LT 0 pp 0� by 0 '7 O AT5 of - \ L - - - I -STA: 103 38.72 46.25' LT 0 n 'r\ L , - ------ 3 = x ,b - � cd -L- b 7 102+00 IL �jl 103+00^b?° j I1b:b�'-- ^,y6 I n' +a s -� e' NJ lo, >o + >a m� rd I II ryry I I pA I I II tiry Q1 40.0' RADIUS R.P. STA: 103+64.50 - 61.00' RT P.C. STA: 103+24.50 - 61.12' RT. P.T. STA: 103+64.50 - 21.00' RT. Q 40.0' RADIUS R.P. STA: 103.64.14 - 61.00' LT. P.C. STA: 103+24.15 - 60.50' LT. P.T. STA: 103+64.14 - 21.00' LT. Q3 20.0' RADIUS R.P. STA: 105+29.67 - 42.00' LT. P.C. STA: 105+29.67 - 22.00' LT. P.T. STA: 105+49.67 - 42.00' LT. ® 20.0' RADIUS R.P. STA: 105+00.67 - 42.00' LT. P.C. STA: 106+00.67 - 22.00' LT. P.T. STA: 105+80.67 - 42.00' LT. 11 35.0' RADIUS R.P. STA: 102+53.25 - 62.23' LT. P.C. STA: 102+66.39 - 29.79' LT. P.T. STA: 102+88.21 - 63.59' LT. ® 50.0' RADIUS R.P. STA: 102+39.21 - 80.03' RT. P.C. STA: 102+57.46 - 33.48' RT. P.T. STA: 102+89.14 - 77.40' RT. STA 105+42.83 46.25' LT IV by ,y 0 3r-- ." N I in -EXPANSION JOINT gip, STA: 105+87.52 46.25' LT --p ---9 ------- STA: 106+14.67 - 4G 46.25' LT .� y4 -y"� n ,^ 9' moi" ti 0 R b ry O10' O' , z 7 a NIP 104+00 ^.ypy ^,by°j o tip � 105+00 - 1,y?ti ,.�� _ ,^9b 106+00 ,,��^mak^ 1�^,Jy 107+00 0 ,yh1 33RD STREET,N?`' ,, z .+. b cb oy ay ¢ ® N 5g ZQ Ou tAo OR J a � O LL 0' 10® SCALE IN FEET 38.76' RT 6 /p('I i / �^� cb C-ryL- Rub .� y4 -y"� n ,^ 9' moi" ti 0 R b ry O10' O' , z 7 a NIP 104+00 ^.ypy ^,by°j o tip � 105+00 - 1,y?ti ,.�� _ ,^9b 106+00 ,,��^mak^ 1�^,Jy 107+00 0 ,yh1 33RD STREET,N?`' ,, z .+. b cb oy ay ¢ STA: 106+04.67 38.76' RT /p('I C 'm / �^� cb C-ryL- / ^yb --- ®L--------- DID STA: 10 +24.56 77.26' IST STA: 106+04.67 38.76' RT - --�ci - ----- DID N W II o U) ca z po 2F - Z+ Z LU 0 O O W Y OF Q0 0 Lo EL J W F 0o a Y LU 0 H Z J.- U) UQ LU oa m 6" INTEGRAL CURB W K 111 = 111 Z CONCRETE PAVEMENT � U) 6" co Z Tcn TOP OF SLAB ELEVATION Q AT BACK OF CURB 2 dre br. LH ab by: JB NOTE: ALL GRADES ARE TOP OF SLAB UNLESS NOTED WRa by: MMR OTHERWISE. ALL DIMENSIONS AND OFFSETS ARE TO BACK OF 0 Cbl.. MMR JB CURB OR EDGE OF PAVEMENT UNLESS NOTED OTHERWISE. Pl*d m.: 2017-1288 DATUM EL=1900.00 GmWN m: ceeo 71M.mm ELEVATION DETAIL SHEET NOT TO SCALE 26 Of 34 3 0 QS 20.0' RADIUS B R.P. STA: 107+22.85 – 42.00' LT. ® Vl P.C. STA: 107+22.85 – 22.00' LT. P.T. STA: 107+42.85 – 42.00' LT. Z w F © 20.0' RADIUS a O R.P. STA: 107+92.85 – 42.00' LT. U P.C. STA: 107+92.85 – 22.00' LT. P.T. STA: 107+72.85 – 42.00' LT. O N 0' 10.10'® O LL SCALE IN FEET i Nil Rub sm < m wo � S� 01 1 ------------------ N N 30' 06+14.67 5 -- --1 LT I I I I I 0 hV b ry ^ O z ^^° ^ ^00 ^ _ _ ro h 6 6 6 h b h ^^ 09 °. ^p. ^°. ^O' ^° ^° O rL NO ^ 9 ^ 9 ^^ ^^ ^^ +^^ ^^ ^^ ^^ ^ I + y a 1 d h db 6° 110+00 hb titi o° 111+00 p'sb p?^— 09 112+00 O h 0 0 O 109+00 0 ^ ^' ^' ^ ^ ^ 107+00 ^^!� ^^6 , 108+00 ^rV' _^`ti' x^'V_ o - — x^^ ^^' _ z x^— 1--,F — x —� — °ham e p 33RD STREET ^?1 NI) NI) Oh Oh O6 ti^ hb 6^ 0h 01 py yp bh .SO Nb p5 g`6 g° y1 O ^ ^. ^ ^ ^ ^ ^ ^ � r V ,I O p0 z lllllllllI 3 I fn N I I w i ca Z 2F- 5 O� owG E O C s I ULul � �O Q i �+ as wm x� 20 a 0� �u) Z; Q HN UQ i w m Da m 6" INTEGRAL CURB W w w 7 I = Z 7 CONCRETE PAVEMENT ci) U) r 6" co Z T m i TOP OF SLAB ELEVATION Q r AT BACK OF CURB 2 arexnq JH by: JB NOTE: ALL GRADES ARE TOP OF SLAB UNLESS NOTED W by: MMR OTHERWISE. ALL DIMENSIONS AND OFFSETS ARE TO BACK OF Prod lb: MMR JB CURB OR EDGE OF PAVEMENT UNLESS NOTED OTHERWISE. d.WN .: 71M. ss DATUM EL=1900.00 aEEM'M na: cced 0116XIm 3 aa« ov�am�a ELEVATION DETAIL SHEET NOT TO SCALE 27 of 34 ---------------------------------------------------------------- -T---- 3 hA 112+00 113+00�6�' rc 114+00 911 — g0 ^ 33RD STREET — e D� 9' I STA: 115+77.69 56 06 5-----�—+—L ZQLu Ou e �aa �o A N J a � OLL 0' 10®, SCALE IN FEET .1 h 6 i r Rub I STA: 115+77.69 56 06 5-----�—+—L 6" INTEGRAL CURB CONCRETE PAVEMENT 6.. _.. T TOP OF SLAB ELEVATION AT BACK OF CURB NOTE: ALL GRADES ARE TOP OF SLAB UNLESS NOTED OTHERWISE. ALL DIMENSIONS AND OFFSETS ARE TO BACK OF CURB OR EDGE OF PAVEMENT UNLESS NOTED OTHERWISE. DATUM EL=1900.00 ELEVATION DETAIL NOT TO SCALE 0 rL0 e �irc co O co N W 0 9 U U 4S Z �o 2 F- z O W OUW Y UPQ� 0 W Lo EL EL F a 0� Y OLU � O 0 Z > HN UQ LU oa m U-1 K m z H ci) U) � Z m Q 2 dre b5' LH Ne by: JB WRa by: MMR D Cby: MMR JB pmpC m.: 2017-1255 d.WN..: C GED 71M.m dtl 01 16M18 SHEET 28 of 34 e �aa .1 h r 9 ° I °, q _ 33RD STREET � y� t 6ti —o? 11 0 - += L-- L———L � 1 7+00� NQ, �_ 115+00 1oti^- �a �o mooNX _- -;: o-� I�------T-- hod �. —L_. I- --I--j ^oo.°' e° ay o0 o,y olio- ^off J oa�L^oyo ^y L -T -T -7- q° I 6" INTEGRAL CURB CONCRETE PAVEMENT 6.. _.. T TOP OF SLAB ELEVATION AT BACK OF CURB NOTE: ALL GRADES ARE TOP OF SLAB UNLESS NOTED OTHERWISE. ALL DIMENSIONS AND OFFSETS ARE TO BACK OF CURB OR EDGE OF PAVEMENT UNLESS NOTED OTHERWISE. DATUM EL=1900.00 ELEVATION DETAIL NOT TO SCALE 0 rL0 e �irc co O co N W 0 9 U U 4S Z �o 2 F- z O W OUW Y UPQ� 0 W Lo EL EL F a 0� Y OLU � O 0 Z > HN UQ LU oa m U-1 K m z H ci) U) � Z m Q 2 dre b5' LH Ne by: JB WRa by: MMR D Cby: MMR JB pmpC m.: 2017-1255 d.WN..: C GED 71M.m dtl 01 16M18 SHEET 28 of 34 Q 40.0' RADIUS Q9 30.0' RADIUS B R.P. STA: 116+37.62 — 61.00' LT. R.P. STA: 116+47.80 — 51.00' RT. ® Vl P.C. STA: 116+37.62 — 21.00' LT. P.C. STA: 116+47.80 — 21.00' RT. P.T. STA: 116+77.61 — 60.59' LT. P.T. STA: 116+77.79 — 52.02' RT. Z W F QB 40.0' RADIUS ® 30.0' RADIUS a R.P. STA: 117+53.81 — 61.00' LT. R.P. STA: 117+40.52 — 51.00' RT. P.C. STA: 117+53.81 — 21.00' LT. P.C. STA: 117+40.52 — 21.00' RT. O U P.T. STA: 117+13.81 — 60.87' LT. P.T. STA: 117+10.53 — 50.38' RT. I . A O N 0' 10.10'® O LL SCALE IN FEET i Rub I I / I�I / STA: 117+13.79 b STA: 11 LT 68.25' LT .83' 6 .83' LT 9h cb- O .I ---- -------------------------------------------------- ------ -- s oll a a bbl 50 OS NQ 0 rL e--a e' �_ s' 7o_ >o ro b 5 b 'b o0 122+00— _>g TI yo• L>z s'TI awl_-_L_;ti 1 L_�-_� h _�°' ��- -1 120+00- y — b b 121+00 a tib- 1 7+00- t, - rI — _ `^ 118+00- h — — b h 119+00 %. �. N 1� +' ��' _ � ' / — $ Z o� IO ^ ,,x-� ^' ,�� _.� x^� o baa _ x�—�, �� _ 1b _ -,� x ,1ry0-T T� z O -� i,o�l__I__L__ __I I,�� m •'`' 33RD STREET / s T--r-t--T--t--1 I I / y y bb y y I bl pl hal I brl II 5° I I I I � m a o , O' �O'J , I L_��O—_� / I T--+--t_t-� 10 of o I mz I-r-7-7- I 0o co N L---1-- -L- �A 1- s J i OO � w I � I I } U) I I / C3 ~ Z + m Z C%l UJ I �� OW I VO Q0 �+ as U.1 m =� OUJI � 0 Z > HN UQ w oa m 6" INTEGRAL CURB W 111 111 K = Z CONCRETE PAVEMENT ci) U) 6" co Z Tcn TOP OF SLAB ELEVATION Q AT BACK OF CURB 2 dre br. LH ab by: JB NOTE: ALL GRADES ARE TOP OF SLAB UNLESS NOTED WRa by: MMR OTHERWISE. ALL DIMENSIONS AND OFFSETS ARE TO BACK OF 0 Cby: MMR JB CURB OR EDGE OF PAVEMENT UNLESS NOTED OTHERWISE. Pl*d m.: 2017-1288 DATUM EL=1900.00 d.WN m: ceeo 71M.m ELEVATION DETAIL SHEET NOT TO SCALE 29 of 34 I`a (INCLUDES 2 SOLID 4- WIDE LINES) L 0 N Q 3 x L) x VJ 7 102+00 DOUBLE YELLOW T O (INCLUDES 1 SOLID 4- WIDE UNE & 1 - 4" WIDE SKIP LINE) I I I I 2' 1 VARIESI 24" SOLID WHITE (TYP.) 1 1 4" SOLID WHITE i U CROSS WALK PAVEMENT MARKING (WHITE) 4" WHITE POLYUREA PAVEMENT MARKING, GROOVED 103+00 LF 24" WHITE POLYUREA PAVEMENT MARKING, GROOVED 4� DOUBLE YELLOW LF TWO–WAY LEFT–TURN LANE (YELLOW) 0 THRU/RIGHT TURN ARROW (WHITE) 24" SOLID WHITE (TYP.) y `1 LEFT TURN ARROW (WHITE) — 104+00 105+00 33RD STREET 10+00 + — J!LEFTURN ARROW (WHITE) LEFT TURN ARROW (WHITE) APPROXIMATE PAVEMENT MARKING QUANTITIES 24" WIDE PAVEMENT 2' 1 VARIESI MARKING STRIPE 1 1 4" YELLOW POLYUREA PAVEMENT MARKING, GROOVED i U CROSS WALK PAVEMENT MARKING (WHITE) 0 THRU/RIGHT TURN ARROW (WHITE) 24" SOLID WHITE (TYP.) y `1 LEFT TURN ARROW (WHITE) — 104+00 105+00 33RD STREET 10+00 + — J!LEFTURN ARROW (WHITE) LEFT TURN ARROW (WHITE) APPROXIMATE PAVEMENT MARKING QUANTITIES ITEM 1 QUANTITY UNIT 4" YELLOW POLYUREA PAVEMENT MARKING, GROOVED 4456 LF 4" WHITE POLYUREA PAVEMENT MARKING, GROOVED 69 LF 24" WHITE POLYUREA PAVEMENT MARKING, GROOVED 120 LF THRU/RIGHT TURN ARROW - PREFORMED WHITE 1 EA LEFT TURN ARROW - PREFORMED WHITE 11 EA NOTES 1. ALL PAVEMENT MARKING SHALL BE IN ACCORDANCE WITH CITY OF HASTINGS STANDARD SPECIFICATIONS. sm � m u wo i moo, 1 .c,l Lm 4" SOLID/BROKEN YELLOW_ _ o ILL 107+00 � - — o 0 m 4" SOLID/BROKEN YELLOW r ,i rc co N z g a U) 0 z z O� �+ Z � ¢p pw UW Z OF p 2Lo as a0 w� z> Lu co UUU ¢ a w z -o ui M z F- m x dre b5' LH ab by: JB WRa by: MMR OA'CC by: MMR JB P148d m.: 2017-1255 0mMm m: C STP 71255.tl aa« 01.16.2018 SHEET 30 of 34 ZLuQ Ou �o A In 1n � n o' o' zao' O IN SCALE IN FEET 6 mgz Rub sm � m u wo i moo, 1 .c,l Lm 4" SOLID/BROKEN YELLOW_ _ o ILL 107+00 � - — o 0 m 4" SOLID/BROKEN YELLOW r ,i rc co N z g a U) 0 z z O� �+ Z � ¢p pw UW Z OF p 2Lo as a0 w� z> Lu co UUU ¢ a w z -o ui M z F- m x dre b5' LH ab by: JB WRa by: MMR OA'CC by: MMR JB P148d m.: 2017-1255 0mMm m: C STP 71255.tl aa« 01.16.2018 SHEET 30 of 34 ZQLU Ou �o A In J a � LL 0' 10® ' O SCALE IN FEET i Rub sm < m wo � S1 ____ —__=___r -------- m M L W NT N =nl SOLID/BROKEN YELLOW a — O S _ _ LEFT TURN ARROW (WHITE)— 112+00 cn Z a a 107+00 108+00 33RD STREET_ 109 110+00 111+00 + — — — — + o w z O YI _ — —T T + O . 15_ N m — l m rl ~I mm m N LEFT TURN ARROW (WHITE) � 4" SOLID/BROKEN YELLOW ¢ Q' 9 N P1N M g� �Z �W 1w p OD a� N aM Z a Uz Z W V Z .o Z z ya O fn gF I I C) to w wl I I I N 0 W I FL z p g� as �>LT o >+ x� o, a� 0z Oz ¢n =3 F Q wN z moo UQ W a W cn x z W �¢ v M vecoM x N Z EN oa Q x ebe by: JB Na m O N WOnr'ea by: MMR MMR JB r- pmpm 70171 E; GRW1M . Ip.: C BTP ]1. .i a« aov16=1Bm18 SHEET 3 < om 31 of 34 ZQLu Ou �o A In J a � 0' 1O®, OLL SCALE IN FEET i Rub 1 sm < m / 2 \ N m m + N w 5 LEFT TURN ARROW (WHITE) w n a LEFT TURN ARROW (WHITE) 4" SOLID/BROKEN YELLOW 116+00 — 1 7+00 z ' 115+00 �- s 00 11 4+ T _ — a i — 112+00 113+00 — — —T — + o to Z t — _ — 33RD STREET O va z vi I LEFT TURN ARROW (WHITE) 'A nl ml 4" SOLID/BROKEN YELLOW ¢ mU 0 W 9N M N I I I mz �W I N m co a a°n S� a i o I C9 z sC3 F - + to wNlLu I Q �� W 0 -d°o I I z, w Lu as �> Lo o >+ x� o, '� a� 0O O z ¢n =3 F Q wN Z aoo UQ W a W o� w x z G¢ v M vex co CD N Z ON oa Q x clic by: JB Na BT O N WOnr'ea by: MMR MMR JplqBB r p d.M . 71M.]55 GRW1M Ip.: C STP ]1.16=i aa« ovlBmle SHEET 3 <32 In I of 34 ZQLu Ou �o A N J a � O LL 0, 10® , SCALE IN FEET 6 i I Rub I / I / � L I / 1 — w a 4" SOLID/BROKEN YELLOW LEFT TURN ARROW (WHITE) / z o — _ 12000— 1z1+oo —� 11s+oo33RD1 / 122+00— / a c�o (n 7+00 118+00— STREET z — LEFT TURN ARROW (WHITE) LEFT TURN ARROW (WHITE) 4" SOLID/BROKEN YELLOW / w w 24" SOLID WHITE (TYP.) I I I mz co I / o N I g I I o z I I ! z O� y CO3+ m / Z I QN Ow mCIJ UW I ZF- wO ILo as 0 aa w� oz z> Y wco UUU Q a z z -o ui M z Z H Q 2 dre b5' LH ab by: JB WRw by: MMR O Cby: MMR JB P148d m.: 2017-1255 d.Mm..: C STP 71M.tl da 01.16.2018 SHEET 33 of 34 im V11N ILRJ 111r.) PLAN VIEW STAPLING DIAGRAM EROSION CONTROL MAT NOT TO SCALE PROPOSED 1" PREFORMED JOINT i a.., < VARIES PE T UNDEF EXPANSION JOINT — NEW TO EXISTING ASPHALT NOT TO SCALE FILL WTH SEALANT PROPOSED EXISTING CONCRETE CONCRETE PAVEMENT 1" PREFORMED PAVEMENT EXPANSION JOINT m a w 5 j 'VIIII 111111111111111 TI IIII 11 IIID IIIA 11-1III IIII III IIIIIIIIIIIII ISI I Illll1 �lll--' I llllll lllil 1111111 ii 11III1I l iii 11lil Hill 111 III 1111111 1I III11111 111 i 1 — 3/4" SMOOTH DOWL 18" GREASE THIS HALF LONG 0 12" O.C. EXPANSION JOINT — NEW TO EXISTING CONCRETE NOT TO SCALE CUT OUT UNDER TYPICAL INSTALLATION AT PIPE CULVERT EROSION CONTROL MAT NOT TO SCALE 36" EXISTING ASPHALT PAVEMENT #4 BARS ® 12" O.C. BOTH WAYS CONCRETE GROUN UNDISTURBEC EARTF SAND BACK 4" TRENCH BACKFILL NOT TO SCALE JITABLE BACKFILL COMPACTED TO INIMUM 92% OF MAXIMUM DRY DENSITY NDER TURF AREAS AND 98% UNDER AVEMENT SPRING LINE OF PIPE NOTE: SAND BEDDING AND HAUNCH AREA SHALL BE CONSIDERED SUBSIDIARY TO PIPE. STRUCTURAL BACKFILL REQUIREMENTS FOR HDPE AND PVC PIPE SHALL BE CONSIDERED SUBSIDIARY TO THE PIPE. 18" LONG 0 12" O.C. 111" 4II!III II!��O = CONCRETE z 0 ILL z REINFORCED COMBINATION CURB AND GUTTER DOWELED EXPANSION JOINT NOT TO SCALE NOT TO SCALE NEW 8" CONCRETE EXISTING PAVEMENT 1/4. FILL WITH SEALANT PAVEMENT FILL WITH SEALANT 1/4 T� 'BARS ® a SAW JOINT N0. 4 REBAR 30" O.C. 30" LONG 0 SAW JOINT CONCRETE PAVEMENT s 30 CENTERS (SEE DETAIL) F� .. ML, NO. 5 X 18" TIE BARS 0 30" 24 GAUGE METAL CENTERS TO BE DRILLED AND °•' ' KEYWAY NTH LEGS GROUTED INTO EXISTING SLAB/A/A/A/�A/�A/�A/�A/�A/�A/�A/�A/�A/�A LONGITUDINAL CONSTRUCTION JOINT - NEW TO EXISTING CONCRETE NOT TO SCALE MAX. SPACING 15'-0" FILL WITH SEALANT SAW JOINT r p 1/4- TYPICAL /4 TYPICAL CONTRACTION JOINT NOT TO SCALE CONSTRUCTION JOINT NOT TO SCALE 4" TE ILL WITH SEALANT NO. 4 X 30" TIE BARS AW JOINT 0 30" CENTERS r LONGITUDINAL JOINT NOT TO SCALE LONGITUDINAL CONSTRUCTION JOINT NOT TO SCALE INTEGRAL CURB NOT TO SCALE 9 O O N U) 2Z F- 2 LU LU O W _ �> J d Of (L F F 0 oz $ z� pa W UU = W Z c6 C7 Z V) dre br. UH2 c11e by JB W,a by MMR OA'CC by MMR JB pII m.: 2017-1255 diamm m: c imym.tl dtl 81.16.2818 SHEET 34 of 34 E ® y Z�LU Ou N O J a wa O 6 �o- w0. 10 O O N O O O N O N m 01 m W a7 01 m W W 01 001 W W 001 r r r r r r r r r r r r r r N <m � m Lea o O O O O m fh lh l7 l7 S� 1 N N N N O O O O LO tt O T O T O O O T rUn z 1 1 CO COM N O o U) w 0 0 0 0 LU w 0 O O O O N N N N >o � III r NC? C? C? C? ON � I U o rcn v v v v z _= o U) I to o� FI N� w IY z O U?? �w O> O 0 0 o O 0 0 o O 0 O 0 o w rn rn rn W rn rn rn W W rn m o1 W rn Q� U)tn as U) _ N to — �' 0M Oz 1 U c� z Q wa LU m LU XDm IX (D o z N E UA H \_ L � W drawn by: LH 0 z checked by: JB Q�approved by: MMR /N < QNQCby: MMR JB Eno on, projetl no.'. 201]-1255 tl awing no.'. C XSEC 71255. own j o date: 01.162010 ® SHEET 3a o N o X1 00 E ® y Z�LU Ou N O J a wa O 6 �o- w0. O 10 N 10 O 10 N 10 O 10 N 10 O 10 N 10 O 10 N W W W W W W W m W m W a) W m W W W W 001 r r r r r r r r r r r r r r r r r r r <m � m 0 aw o o M M S� N N N N N O O O O O 11 C + C + C + + + z r r r r 0 O M M M Cr) M o 0 0 0 0 0 LU 0 N N N N N >0 �z C? C? C C?ON I U o X � z s Z O to Q cC f— cave, W U) � z In z O0 LU U? U? HP �w O> O 10 N 10 O 10 N 10 O 10 N 10 O 10 N 10 O 10 N Q O O O O O O O O O O W cje 01 rn rn rn rn rn rn rn rn rn W rn rn rn W W rn W rn to to d a N U) N to — ' 0 M O �z 10 O z j Q wa LU m LU XDm,^ IX V p z N E UA In,H \_ L � W drawn by: LH 0 z checked by: JB Q�approved by: MMR /N< QNQCby: MMR JB Eno on, projetl no.'. 201]-1255 tl awing no.'. C XSEC 71255. own j o date: 01.162010 ® SHEET 3a o N o X2 00 E ® y Z�LU Ou N O J a wa O ��o- w0. 0 o m o o m o 0 0 0 0 0 0 0 m m m rn m m m rn m m rn m m rn m m rn m m u0i � u0i w u0i u0i ,� a <m � m v o aw o O O O O O A O o 1 W {h C7 l7 C7 l7 C7 S� N N N N N N O O O O O O N O L N O o + t 0 + O + o + O + o + 0 Z M M M � M C O > 0 0 041 0 0 0 W 1+4a 0 N N N N N N >o I M M m M m M �N U o x sz v $ $ v $ v ------- 0U) N� U) w Y z O� m v0i $ v0i n N n W U W U N O m r O N O m r O N N r O N N r O N N r O N N r U �' Q O o o m o o m o 0 0 0 0 0 o O W a m m m rn m m m rn m m rn m m rn m m rn m m U)d N In S n U) n — �' �M OZ 10 O z j Q wa IM IM LU XDm IX (D o Z N E UA H \_ L � W drawn by: LH O z checked by: JB Q�approved by: MMR /N < QNQCby: MMR JB Eno on, projetl no.'. 201]-1255 tl awing no.'. C XSEC 71255. own j o date: 01.162010 ® SHEET 3a o N o X3 00 E ® y Z�LU Ou N O J a wa O ��o- w0. O O N O O N O O N O O W O O O! Ol � Ol m Ol � Ol m Ol � Ol m � Ol Of m Ol W Ol Of m r r r r r r r r r r r r r r r r r r r r r � mm 0 a�� c O OI Ix I I I I I I I I I I I 1O11 11 11 11 A IO m t+1 M M t7 C7 S1 N N N N N O O O O O a oo N o� o + o� U) � C")CO w z M M M M c") o O w w 0 N N N N N >o it I 1 I I -tt N 1 C M M M M ON N I I I I I r U 0 sz Q v v v v z N�Lill El III U) w In z O ml—f_ n uoi u 1# oi n n O w U W o N o m o N o m o N o m o N o m N o N o m C) � p 0 o m o o rn o o m o o w o o rn w rn rn rn m rn rn rn m rn W rn m w m w m rn w m w m In U) d a U) N to — �' 0M Oz 10 O z j Q wa LU m LU I- = z XDm,^ IX V o Z N 2a U) jr,H \_ L � W drawn by: LH O z checked by: JB Q�approved by: MMR /N< QNQCby: MMR JB Eno jn projetl no.'. 201]-1255 tl awing no.'. C XSEC 71255. own j o date: 01.162010 ® SHEET 3a o N o X4 00 E ® y Z�LU Ou N O J a wa O 8-1 ��o- w0. O O w O O w O O w O O w O O w W w W W W w W W W w W W W w W W W w W W r r r r r r r r r r r r r r r r r r r r � mm 0 aL c I M I M M M M S1 I I I I I N N N N N III hi O O O O O ti � N O ti o + o + iso + o + o + Z M M M M M o O w w 0 IC N N N N N 0 I I I I I 0 0 0 o O O M Tth I C7 C7 C7 N N r U 0 sz v v vv v z N� U)w -ta Y z O� m n n n O w U W LU I= N o w o N o w o N o w o N o w o N o N U � p 0 o w o o w o o w o o w o o w w nvo,w W OD W W LD W W W LD W W W LD W W W t0 U) U d a U) N to — �' 0M Oz 10 O z j Q wa LU m LU XDm,^ IX V o z N E UA jr,H \_ L � W drawn by: LH O z checked by: JB Q�approved by: MMR /N< QNQCby: MMR JB Eno jn projetl no.'. 201]-1255 tl awing no.'. C XSEC 71255. own j o date: 01.162010 ® SHEET 3a o N o X5 00 E ® y Z�LU Ou N O J a wa O 8-1 ��o- w0. 0 o rn m o o rn m o o m o o rn rn rn rn m m rn rn rn m m rn rn rn m w rn W m V V V V ` bis <d � m 0 Loa ao 1 W I I I I N N N N O O O O I LO N CO + I `I� + + + z M M M M 0 O o U) w 0 0 0 0 0 N N N N >o I � I I I I O N r U o Icn Y Y Y Y z s� O o Q1 1 1 L N to W IY z O m L9 w n 9 W U W UI ~ W Y> O m O m N' O m O m N' O m O m' O m O m' Q o o rn m o o rn m o o m o o rn W cje rn rn rn m m rn rn rn m m rn rn rn m w rn m m to to d a I, to r' �M Oz 10 O z j Q wa IM IM LU X Dt,o^ IX V o z N 2 a U) In,H \_ L � W drawn by LH 2O z checked by JB Q � QNQC tlby: MMR /N pNpC Q by: MMR JB Eno on, projetl no.'. 201]-1255 tl awing no.'. C XSEC 71255. own j o date: 01.162010 ® on SHEET 3a o N o X6 00 E ® y Z�LU Ou N O J a wa 0 8-1 �o- W O W O W N O O O O N O W O W N O O O O N O O W W O O W W O O W W O O W W a a a a bpm <m � m v o aw o o I l N N N N O O O O 0 N 0 o + o + o +o + I I T z M Cf) M M O o U) w 0 0 0 0 � � a 0 N N N N 0 0 ON N M M U 0 o� X sz v v v v oU) N� U) w Y z OLU m o 0 0 o OF- O W 1n W 1n F- W Y> N' O O O O N' O N O N N' O O O O N' U d' � O 0 o W W o o W W o o W W o o W W W Q W W W Co m W W W W m W W W W m W W W W (n � d a U) N to — �' �M Oz 10 O z j Q wa LU m LU XDm,^ IX V o z N F— E UA H \_ L W drawn by LH 20 z checked bJB Q b � Q,eJQC tl by: MMR /N pNpC Q by: MMR JB Eno on, projetl no.'. 201]-1255 tl awing no.'. C XSEC 71255. own j o date: 01.162010 ® SHEET 3a o N o X7 00 E ® y Z�LU Ou N O J a wa O 6 �o- W O N O N N O O N O N O N N O O O O N O O W W O O W W O O W W O O W W W W W W aDW W W aD cD W W W W ap W W W oD W r r r r r r r r r r r r r r r r r r r r L N W O O O O by V W V J+y � mm 0 I I aw�o O O OO o 1 W l7 M M I 1 11M S� N N N N O O O O c O ' � O O W + j + W + 0 U) 00 CO 00 j W O M M M M o U) w w 0 N N N N >0 r 0 N C C? CCool U 0 o� X sz v v v v oU) N� U w IY z O m o 0 19T#0 o O� O UI LU U U? LU Y > O IL7 O O N O O O O N O N O N N O O O O N U d' O O O W W O O W W O O W W O O W W W L~ Qa W W aD OD 01 W W ao W m W W aD Op 01 W W oD W U)d N U) N to — �' 0M Oz 10 O z j Q wa LU m LU XDm,^ IX V o Z N E UA In,H \_ L W drawn by LH 20 z checked by JB Q � QNQC tlby: MMR /N pNpC Q by: MMR JB Eno on, projetl no.'. 201]-1255 tl awing no.'. C XSEC 71255. own j o date: 01.162010 ® SHEET 3a o N o X8 00 E ® y Z�LU Ou N O J a wa O 8-1 �o- W O lt7 O O O Ln O O O M O M O M O M N 0 o rn o o rn o o rn o o rn rn rn rn rn rn rn rn rn rn rn rn rn m rn rn rn rn m � mm v o I I I aw�o O O O O m 1 W I N N N N O O O O a O ~ O �} O + O �} U) Z M CO M M O U) > 0 0 0 0 LU w Q 0 N N N N >o r N OO O O O � M M M M N N U o � U z sZ O N W � w Y z OLU m w voi uoi W U W o in o 00 0 in o 00 0 1n o m o 1n o 1n N O� Q O 0 o rn o o rn o o rn o o rn rn W rn a rn rn m rn rn rn m rn rn rn m rn rn rn rn m In d N U) N to — �' �M Oz 10 O z j Q wa LU m LU I- = z XDm,^ IX V o Z N 2 a UA In,H \_ L � W drawn by: LH O z checked by: JB Q�approved by: MMR /N< QNQCby: MMR JB Eno on, projetl no.'. 201]-1255 tl awing no.'. C XSEC 71255. own j o date: 01.162010 ® SHEET 3a o N o X9 00 E ® y Z� LU o o Ou N O J a wa O 8-1 ��o- w0. O O W O O W O O W O O W O O O! r r r r r r r r r r r r r r r r r r r r <m � m 0 aL c o O O O O O f7 f7 f7 f7 C7 S� N N N N N O O O O O r LO a O CID O+ alo + o+ o O U) O O O O o O w w 0 N N N N N 1 11 >o r N M M C C? C?ON N � I U o rcn X O O O O O U) sz v v v v v Ot0 U) cave, U w Iz O m n n n W U W UI ~W Y> o N o m o N o m o N o m o N o m o N o m Q 0 o w o o w o o w o o w o o rn W rn rn m m m rn rn m rn m rn m w m w m w m w m U d a C'aC U) N to — �' 0M Oz 10 O z j Q wa LU m LU XDm,^ IX V o z N 2 a UA jr,H \_ L W drawn by: LH O z checked by: JB Q�approved by: MMR /N < QNQCby: MMR JB Eno on, projetl no.'. 201]-1255 tl awing no.'. C XSEC 71255. own j o date: 01.162010 ® SHEET 3a X10 00 E ® y Z� LU o o Ou N O J a wa O 8-1 ��o- w0. a a a a ` bpm <m � m v o a� c o O O O O N N N N O O O O LID C) N O o + Voket o + Mat o + 'oat o + z r r r r o O o Co W w 0 N CO N N >o I I � M M M M �N N U 0 v v v v z _< o� z Na 0 w In z O m n n n W U W Y w � O rn rn rn w rn rn w rn rn w rn rn rn to t~n d a be U) N to — ' �M Oz � 10 O z j Q wa LU m LU I- = z XDm,^ IX V o z N F— E UA H \_ L W drawn by LH 20 z checked bJB Q b � Q,eJQC tl by: MMR /N pNpC Q by: MMR JB Eno on, projetl no.'. 201]-1255 tl awing no.'. C XSEC 71255. own j o date: 01.162010 ® SHEET 3a X11 00 E ® y Z�LU Ou N O J a wa 0 8-1 �o- W In O M N M O M N N O N N M O M N O O O O O O O O rn rn rn o rn rn rn o rn rn rn m m rn m rn w w voi w � V V V V ` bpm <m � m v o aw o o � N N N N O O O O LID OLf) o N o 0 z IqO o U) LU w 0 N N N N >o r O Oo M M O 0 M M N N I I I I U o rcn X U) sz Y Y Y Y OO o Q I I cG C w Y zO m o 0 0 o OF--OLU W Y > w Q O rn rn rn o rn rn rn o rn rn rn m w rn o rn to t~n d a U) N to — �' 0M Oz 10 O z j Q wa LU m LU XDm,^ IX V p z N E UA In,H \_ L W drawn by LH 20 z checked bJB Q b � Q,eJQC tl by: MMR /N pNpC Q by: MMR JB Eno on, projetl no.'. 201]-1255 tl awing no.'. C XSEC 71255. own j o date: 01.162010 ® SHEET 3a X12 00 E ® y Z�LU Ou N O J a wa O 8-1 ��o- w0. r r r r r r r r r r r r r r r r r r r r � mm v o aL c o O O O O O N N N N N O O O O O r Lf) � N � o +o t cotet� o + o o U) z � O j 0 0 0 0 0 ' W w 0 N N N N N >o 1 � N M M M M M ON N I I I I I r U o x sz $ $ $ v v oU) �F- � U) � w N IY z O m w n uoi ALU Uw M O u7 N' u7 O u7 N' v7 O v7 N' v7 O v7 N' u7 O u7 N' C! a 0 0 0 0 0 0 0 0 0 0 o W rn a� rn rn rn rn rn rn o rn rn rn o w rn o o w rn o rn to a N U) N to — ' 0 M O �z 10 O z j Q wa a m LU XDm,^ IX V o Z N E UA In,H \_ L W drawn by LH 20 z checked by JB Q � QNQC tlby: MMR /N pNpC Q by: MMR JB Eno on, projetl no.'. 201]-1255 tl awing no.'. C XSEC 71255. own j o date: 01.162010 ® SHEET 3a X13 00 E ® y Z� Ou N O J a wa O 6 8-1 �o- LO W M O M N M O M N M O M N M O M N h O M N O O O O O O O O O O r r r r r r r r r r r r r r r r r r r r <m � m v o a�� c N N N N N O O O O O r W OO U) LO o z0 o (n LU w 0 N N N N N >o I � N I "r I "r I `? U o � o a U) sZ 1 1 1 1 1 cO U) Q cG F- re,ME w In z O I o 0 0 0 o O� O U' vi vi vi vi '�? W Y > M O M N M O M N M O M N M O M N M O M N U d' O 0 0 0 0 0 0 0 0 0 0 rn L~ Qa cje rn rn rn rn rn rn W rn rn rn W rn rn rn W W rn W rn to a N U) N to — �' 0M Oz 10 O z j Q wa LU m LU X D'm,^ IX V p z N 2 a UA In,H \_ r2, W drawn by: LH O z checked by: JB Q�approved by: MMR /N< QNQCby: MMR JB Edo jn projetl no.'. 201]-1255 tl awing no.'. C XSEC 71255. own j o date: 01.162010 ® SHEET 3a X14 00 E ® y Z�LU Ou N O J a wa O �o- W O O O O O O O O O O W W W W W W W W W W W W W W W W W W W W r r r r r r r r r r r r r r r r r r r r m v o a�� c O O O O O N N N N N III O O O O O O � ~ LO CN o + o + o o + o + CO LO + LO LO O uio (n j a o N N N N N I o r I I ,� oo o o o N N I C?I C?I C?I C?I C? r I I I I I oX X I (n v v v v v oU) sa I � � � �z Y 4t$ z O� Ui � n n n Ow O> LO O LO LO L O LO LO LOO N' L O LO LO L O LO C) U O O O O O O O O O O O W Q c' Of W W W O1 W W W 0)W W W 0)W W W 0)W W (n (n d U) d _ N U) �' �M Oz 10 O z j Q wa LU m LU XDm Ix (D o Z N E UA In,H \_ t W drawn by LH 20 z checked by JB Q � QNQC tlby: MMR /N pNpC Q by: MMR JB Eno on, projetl no.'. 201]-1255 tl awing no.'. C XSEC 71255. own j o date: 01.162010 ® SHEET 3a X15 00 E ® y Z�LU Ou N O J a wa O ��o- w0. W � W W W W W W W W W W W W OOi a a a a ` bpm <m � m v o I I aw�o O O O O m 1 W N N N N O O O O a opeel o + o + o + Un CD o z o O LU w 0 N N N N >o r N �I C? C? C U W dX U) sz v v v v oU) Q li II Ili � � In z p L9 L9a 0w Uw Y �n o mo 1n o 0 0 o 0 0 o 0 o W� � 0 rn rn w o, rn W W W rn W W W rn W rn Un U) d a be U) N to — �' 0M Oz 1 U c� z Q wa LU m LU X DU,n^ IX V o Z N E UA jr,H \_ L � W drawn by: LH O z checked by: JB Q�approved by: MMR /N < QNQCby: MMR JB Eno on, projetl no.'. 201]-1255 tl awing no.'. C XSEC 71255. own j o date: 01.162010 ® SHEET 3a X16 00 E ® y Z�LU Ou N O J a wa O N N O O N N O O N O O N O O N N O O Ol � Ol N � Ol � W Ol W A Ol W Ol Ol W Ol N WOE O O O O O a a a a a I I M M M M M aYb µ dm a ^ \Y 4 W ; O O 1u O O O O O O O O O O LO O O L0 N O 1�- L N + < < o + O + O + O + ar�ei s �e M N N N O O O O O T T T T T o a_ O O O O O U) Z 0 0 o W N N N N N w a 0 I I M M M M M 0 I � r " N U W x dX L9 n n n N z ra cC U) wa z rake, LU O w �i 19 �Q 19 1 O W Y LU > N d U) a ^N O O O O O 0 M Oz YI r O N O tD r N O m r N O m r O N O OD r d rn W rn Nrn 0)w 0)W rn 0)w rn rn W rn rn CJ U Q <I -Mom Q �a CO LU U = z XDm,^ IX V o z N E UA H \_ L � W drawn by: LH O z checked by: JB Q�approved by: MMR /N< QNQCby: MMR JB Eno on, projetl no.'. 201]-1255 tl awing no.'. C XSEC 71255. own j o date: 01.162010 ® SHEET 3a X17 00 E ® y Z�LU Ou N O J a wa O Ol � Ol Ol Ol � Ol Ol Ol � Ol Ol � Ol O W Ol O wa I I I � ih ih f7 p1 M ` b�J'L � mm ao r�o O O O O O O O O O O O LO O LO O N o ie I 940m III 94M It s �e M osxetI M O O O O I O r r r r r o a 0 0 0 0 o U) I o Z Q o U) W I O a 0 M M M M M I >o I � r N v v v v v o U W dX � cj N N N N N Z Q to �< z Y Z Q w 19 19 19-flLU o F- W Y > N L d cje U) a ^N OI I I L O O O O M Q Z YID d rn rn rn rn rn rn rn rn rn rn rn rn m rn rn w rn rn Q Q Q < Q La m LU U� = Z XDm,^ IX V o Z N E UA H \_ L � W drawn by: LH O z cbacked by: JB Q�approved by: MMR /N< QNQcby: MMR JB Eno on, projetl no.'. 201]-1255 tl awing no.'. C XSEC 71255. own j o date: 01.162010 ® SHEET 3a X18 00 E ® y Z� LU o o Ou N O J a wa O N O N N O O W O O O W O O O N N O N N O O O O W O O W O O O O W W W W W W W W OD W W W W Op W W W W W W W W wac� 4] O O O O O V I I 0 a�� c O O O O O OLn 1 11 O I 1 11 Ln 11 O cie O O O O O o 0 0 0 0 o U) I Z w x 0 o U) LULU N N N N N d I I O O O O O >o �z I f f NY z 0 w mI �w Ow F- LU �0 w� Q� U) as � M M 0 z d rn rn rn m rn rn rn rn m rn rn rn rn m rn rn rn rn rn rn rn rn CJ C) Q La m LU XDm,^ IX V o Z N E UA H \_ L � W drawn by: LH O z cba Wed by: JB Q � appra ad by: MMR /N Q pNQCby: MMR JB E� 'u, prgjetlnq.. 201]-1255 tlawing nq.'. C XSEC 71255. dwq j o tlate: 01.162010 ® SHEET 3 Q cd X20 00 E ® y Z� Ou N O J a wa O O In O In N In O In N In O In N N O N N In O In N N O N N N O O O O O O O O O O O O W W W W W W W W W W W W W W W W W W W W W W W W W wac� V V 7 V 7 V I I I 0 I Iv � aw�o N I N N N N N 5� 'O CD N O + 1 O I OO N O III ppI oLo + B LO + cLLLID + 10 0LB 00 LB 00 111 L"EBL ;Ike L" LB CD CD 0 t \ r \ r \ r r o r a 0 0 o O o O m Z w O W I N � N � N N N N a d' I I I I I w I f I w o I o 0 1 o I o 0 7 m m m I 1 >o I v- 0 0 0 0 0 o O N v v v v v v N I I I I I wl I L 4?z O cn Y z pw 04 04 '04 W '04 w U > N L Q U) a ^N o 0 o o 0 o O M Q r Y Z `rn rn rn rn m rn rn rn m rn rn rn W rn oL rn m w rn W rn rn w rn m U Z In 0 �d d CO of W COLU o = Z XD m IX o Z N E UA H \_ L � W drawn by: LH O z checked by: JB Q�approved by: MMR /N< QNQCby: MMR JB Edo jn projetl no.'. 201]-1255 tl awing no.'. C XSEC 71255. own j o date: 01.162010 ® SHEET 3 a X21 00 E ® y Z� LU o o Ou N O J a wa O M O M N N O N N M O M N N O N N O O O N N O h N O O O O O O O O O O O O W W W W W W W W W W W W W W W W W W W W W W W W Wal I M I M I M Mlin � LLm _ W 4 O yV^1 2 I U a tia ` G I ` I I I O O O O O O I I II I I O Lo O Lo O Lo O I� L) N O ti 0'110 e' 10 + Iu-6041o + I c 10 + I to + t' to O vi to o' to o' to c 1a c to M r r r I r r r r r r 0 0 0 0 0 0 0 U) I I o Z O 0 n > W N N N N N N a I I I o o I o o I o I o I o M M M M M M >o �z i I I III I � v v v v v v N II II U W dX z U? U? 4 U U? '? O o Q 0 U) Nd U LUZ m too too W W U W UI U� �0 Lu F-- Q� un U) a a O M O (D Y O o W W W W W Oo1 001 W W m W W W Oo1 001 W W W ODf W W Oo1 001 Z �d c) d UI L m U = LUZ XDm,^ IX V o Z N E UA H \_ L � W drawn by: LH O z cba Wed by: JB Q � appra ad by: MMR /N Q pNQCby: MMR JB E� -U, prgjetlnq.. 201]-1255 tlawing nq.'. C XSEC 71255. dwq j o tlate: 01.162010 ® SHEET 3 a � X26 00 E ® y Z�LU Ou N O J a wa O O O O N N O N N O O O N N O N N O O O N N O N N O O O O O O O O O O O O rn rn rn W rn rn rn m rn rn rn W rn rn rn m rn rn rn rn rn W rn m W°1 III I I I M M 0 III I W` o I I 0 0 o I o 0 0 CD l(i O Lr) O lii 11� 11 N O 11) N E' t 111 POTI� --ma19,M� (p {' !8 � P {8 ` LO B' {B ` Lf) 0' 0 ` LO T T T T T T T T T T T T o O O O O O O U) Z 0 0 o W N I I N N NN N d' j a 0 .o I I I �z v- 0 N v v v v v v o U W dz U U? U U U? U? z Q cC U) LU -t W z m m 9 9 w Uw UI 1 LIM UL �0 w� Q� ill �Hstn as ^N OMill0 O O O O r O M O z YID d rn rn rn W rn rn rn m rn rn rn W rn rn rn m w rn W rn rn W rn m CJ (� Q La m LU XDm,^ IX V o Z N E UA H \_ L � W drawn by: LH O z checked by: JB Q�approved by: MMR /N< ONOCby: MMR JB Eno on, projetl no.'. 201]-1255 tl awing no.'. C XSEC 71255. own j o date: 01.162010 ® SHEET 3 a X27 00 E ® y Z�LU Ou N O J a wa O N O C N O O NO elf O O O O O O O O O O N O O O rn rn w rn rn w w rn w w rn w w w w rn w w rn w w w Wal OO O O O O a I I f M M M M 1 HIM r] r- oo z a�o O O O O O O In O LO p O 1 Lf) f� Lf)N O 1.6 ti ffo + to 'm + tomo+ ofro + 0M'O (Mcft0 + I' to ti 9,10 P -E �e ti a' ;e P-aue� l + Pl to �p r r r r r o r a 0 0 0 0 0 0 0 (n FFF Z oO o U) > W N N N N N N a 0 OO O O O O fh fh fh M fh M >0 O N U dXU) r z uwi n U? n N Z O to Na U) Z Y Z Ow m m m m W U w UI U� �0 LU Qcje U) U) as N U) = � U) M ~— r r r r r r ll' O ZrlO N N N N O O N N � O 0 rn O rn W O W O m O 0 O (� 0) w 0) w W w w Q UQ < p a n UI W m U = Z XDm,^ IX V o Z N E UA H \_ L W drawn by: LH O z checked by: JB Q�approved by: MMR /N< QNQCby: MMR JB Eno on, projetl no.'. 201]-1255 tl awing no.'. C XSEC 71255. own j o date: 01.162010 ® SHEET 3 Qc,� X28 00 E ® y Z�LU Ou N O J a wa O �n o m 1n o m �n o m 1n o m �n o m 1n o m 0, 0) W 0) 0) 0) 0) W W W 0) 0) 0) W 0) W 0) W0. I µ dm U Lea _ O O O O O O lA O lA O I lA I O N O ti L N O c i o t s use o + s o + a use o + e ue o + su o + Wm zz�e 0) c ee CO pp szee�� CO ee�e pp T T T / T T T T T T T T T p a O O O O O O U) Z oO o U) LU N N N N I w I epi C? M epi M I >o r 0 0 o O O o O N Y v vI I I I A I I 1 11v v v N r U W . x rz O to Y Z Q L m m O W U W UI C) Y 0 LU Q� -tit U) U) as ^N o 0 0 0 0 o Or�ll� o Oz UQ d < QY La m U = z XD m IX o Z N E UA H \_ L W drawn by: LH O z checked by: JB Q�approved by: MMR /N< QNQCby: MMR JB Eno jn projetl no.'. 201]-1255 tl awing no.'. C XSEC 71255. own j o date: 01.162010 ® SHEET 3 a � X29 00 E ® y Z�LU Ou N O J a wa O rn rn m rn rn m rn rn m rn rn m rn rn m rn rn rn W rn m Wal O O O O O O O M � mm O O O O O O O o 1 W O O O O O O O O � O O O O f*- Lf) N O f*- Lf) Z' L L + 'M + + MIM + )9"M L + cuaL + LIM + E' LB O r L8L8 O O 0' {8 O O O'ELBL O O 6 LB O O B' m O 0 I L' LB O 0) N N N N N r r o 0 0 0 to 0 0 0 U) Z 0 0 o Ln W N N -4—[ 1 N N N N N w I >o I I I I I N v v v v v v v U r Z 0 Ln �Q cC LU Y Z O � m f0 f0 f0 f0 f0 f0 f0 O w w U U � 0 LU Q Ln� as N U) = � � N O O O O O O O 0 M ~— r O M O z Q O 1 O O 1 O O 1 O O 1 O O O 1 O O a0 1 O O a0 1 Z Z Y io rn rn m rn rn m rn rn m rn rn rn rrn rn rn W rn rn crn rn rn Z �d d UI L LUm U = Z XDm,^ IX V o Z N E Ln H \_ L W drawn by: LH O z cba Wed by: JB QE approved by: MMR /N Q QNQcby: MMR JB Eno on, projetl no.'. 201]-1255 tl awing no.'. C XSEC 71255. own j o date: 01.162010 ® SHEET 3 a � X30 00 E ® y Z�LU Ou N O J a wa O O 10 N 10 O 10 N N O N N O a0 Ql Ol W W w0E V a a a M111111 1 1 1 � m o aw o o O O O a ui O O P- Ln N o + 0 + 'ue1 0 + 'u 0 + N T 9 M T zeke: T N N I N I I N T T T T o a O O 0 O I Z o O o U) > N N N N W w 0 M C? M M >o r 1 Ila N I I O � I I U W ,ax L z L9 N N N z O in a z 0w U 19 19 1 O w LU i N L Q U) a �No 0 0 0 � a QQ rl�� 10 O 10 N r 10 O 10 N r 10 O N N r 10 O CO r d W rn W rn w rn rn rn W rn rn w rn rn O O Q < Q La m LU z XDm,^ IX V o Z N E UA H \_ L W drawn by: LH O z checked by: JB Q�approved by: MMR /N< QNQCby: MMR JB Eno on, projetl no.'. 201]-1255 tl awing no.'. C XSEC 71255. own j o date: 01.162010 ® SHEET 3 a � X31 00 z 0 N r -i 0 z In w D r a 3 D 0 0 cr ti ITz N w 0 fr0 L O OL E 0 0 0 M_ L O v L N N N 0 N F- 0 0 m + v 0 N 0 0 0- M o - a) my — U L- 0 GUTTER PROFILE DETAIL V-0" FOR FOOT REST SWING SEE SHEET 1 NOTE 4 W m 0 � A• 4'-0" TURNING SPA. Q SEE NOTE 4 1.5% DETECTABLE WARNING PANEL PLACEMENT DETAIL 6'-0" TYP. (5" RISE) I I CROSSWALK I I I I I I I I RAMP RUNNING SLOPE 8.0% TYPICAL, 8.3% MAX. SLOPE o � I I I TRANSITION, RAMP TRA NSI TION RAMP TRANSITION L SEE PLACEMENT DETAIL O 00000000000000000000 AND SHEET 1 NOTE 3 BROOMED SURFACE ,I 00000000000000000000 0 0 0 0 0 0 0 O 0 O O O O O O O O O O O 2% TYP 0 0 0 0 0 O O O O O O O O O O O O O O O JOINT SEALANT 777 N m %" (MAX.) PREFORMED 2% TYP. �MATCH EXISTIN I EXPANSION JOINT FILLER EXISTING GUTTERLINE I o0o0o0a�o0 0�o� 1.5% TYP. (8.3% MAX.) 8.3% MAX. °°°°°°°°o°o° °°°°°°°°°°°° y PROPOSED GUTTERLINE ' ;'•, • ..- MATCH EXISTING 1.5% 4Y. SHOULDER SLOPE �y y y y 2% PREFERRED WHERE TRAFFIC STOPS, UP TO 5% ALLOWED 21—Dll P 011 WHERE TRAFFIC CONTINUES THROUGH THE CROSSWALK 8" DEPTH TYP. y WITHOUT STOPPING (INCLUDING TRAFFIC SIGNALS). y GUTTER PROFILE DETAIL V-0" FOR FOOT REST SWING SEE SHEET 1 NOTE 4 W m 0 � A• 4'-0" TURNING SPA. Q SEE NOTE 4 1.5% DETECTABLE WARNING PANEL PLACEMENT DETAIL 6'-0" TYP. (5" RISE) 0 0 0 0 0 0 0 0 0 0 0 0 O O O O O O O O RAMP RUNNING SLOPE 8.0% TYPICAL, 8.3% MAX. SLOPE 0 0 0 O O O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 DETECTABLE WARNING PANEL 15'-0" MAXIMUM SEE PLACEMENT DETAIL O 00000000000000000000 AND SHEET 1 NOTE 3 BROOMED SURFACE ,I 00000000000000000000 0 0 0 0 0 0 0 O 0 O O O O O O O O O O O 0 0 0 0 0 O O O O O O O O O O O O O O O JOINT SEALANT %" (MAX.) PREFORMED EXPANSION JOINT FILLER 1.5% TYP. (8.3% MAX.) 8.3% MAX. ' ;'•, • ..- 1.5% 4Y. SHOULDER SLOPE 21—Dll P 011 8" DEPTH TYP. TYPICAL RAMP PROFILE o INDICA TES %" (MAX.) PREFORMED EXPANSION JOINT FILLER WITH JOINT SEALANT MEDIAN CROSSING IFSES pETE�1A15 No p0E WARNING G% /TYP ) GUTTER LINE Lo W 0 r 4'-0" MIN. 0 0 0 0 0 0 0 0 0 O O O O O O O O O O O SIDEWALK/TURNING SPACE AND RAMP CROSS SLOPE 1.5% TYPICAL, 0 0 0 0 0 0 0 0 0 0 0 0 O O O O O O O O RAMP RUNNING SLOPE 8.0% TYPICAL, 8.3% MAX. SLOPE 0 0 0 O O O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 FLARE 900 TO RAMP 9.0% TYPICAL, 10.0% MAX. SLOPE °000000000°°°°°°°°°° O O O O O O O O O O O O O O O O O O O O O 00000000000000000000 00000000000000000000 N 00000000000000000000 0 0 0 0 0 0 0 O 0 O O O O O O O O O O O 0 0 0 0 0 O O O O O O O O O O O O O O O 000 00 000000000000000000 0 0 0 0 00000000 0 0 0 0 0 0 0 0 0 0 0 ° 0 C 00 00000 00 pO0000000000000000000000000000 0°0 p 00 O 000 O° 00 00 0 000000000000000000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O O 00 00 00 0 N 00 00 00p0 0 00000000000p°p0p0p 000 p0 0° 0p p 0000000000000000 00000 00 p00000000000000000p0 OO 00pO 000 4'-0" MIN. I i DETECTABLE WARNING PANELS lvcn cnlJlllvv NO BEVELING REMOVE CONCRETE CURB TO THIS LINE NEW EXISTING BEVEL AS REQUIRED WHEN EXISTING SIDEWALK DOES NOT MEET THE 2% CROSS SLOPE, BEVELING TO MEET PROWAG IS REQUIRED. THE SIDEWALK PANEL ABUTTING THE EXISTING SIDEWALK (WHICH MAY NOT BE 2% SLOPE): BUILD FULL WIDTH OF THE NEW SIDEWALK, ON 2% MAXIMUM CROSS SLOPE AND BEVEL THE EXISTING SIDEWALK EDGE WHERE IT DOES NOT MEET THE NEW WITHIN %", THIS WORK IS SUBSIDIARY. BEVELING DETAIL MATCH RAMP SLOPE (1.5°° TYP. 8.3% MAX.) REMOVE CONCRETE CURB TO THIS LINE EXTENSION OF SHOULDER SLOPE NOTE: COMBINATION CONCRETE CURB AND GUTTER MAY BE REMOVED AND REPL ACED IN L IEU OF MIL L ING. CURB DETAIL SLOPE LEGEND THE CONTRACTOR SHOULD ACCOUNT FOR CONSTRUCTION TOLERANCES TO PREVENT EXCEEDING THE MAXIMUM SLOPES. ANY SLOPES EXCEEDING THE MAXIMUMS SHALL NOT BE ACCEPTED WITHOUT PRIOR APPROVAL FROM THE ROADWAY DESIGN ENGINEER. AN EXCEPTION TO THIS IS THE TRANSITIONAL SEGMENT TO EXISTING SIDEWALK MUST CONNECT TO THE EXISTING SIDEWALK PANEL; THIS DOES NOT REQUIRE A STATEMENT OF TECHNICAL INFEASIBILITY. (REF. PROWAG CHAPTER R3 TECHNICAL REQUIREMENTS) NOTES: 1. THE SURFACE OF ALL CURB RAMPS SHALL BE BROOMED PERPENDICULAR TO THE SLOPE OF THE CURB RAMP. 2. CARE SHALL BE TAKEN TO ASSURE A UNIFORM GRADE ON THE CURB RAMP, FREE OF SAGS AND SHORT GRADE CHANGES. J. ALL CURB RAMPS SHALL BE CONSTRUCTED WITH A DETECTABLE WARNING PANEL (DWP), 2 FT. X 4 FT. MINIMUM. PLACED WITHIN 2" OF THE BACK OF CURB. 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 CURB RAMP. NEW CURB RAMPS SHALL HAVE CAST IN CONCRETE DETECTABLE WARNING PANELS. 4. TURNING SPACE SHALL HAVE MINIMUM DIMENSIONS OF 4 FT. X 4 FT. AND SHALL BEA MINIMUM OF 1 FT. FROM ANY OBSTACLE SUCH AS A CURB OR RETAINING WALL FOR SWING OF WHEELCHAIR FOOT REST. THE SLOPE SHALL BE 2°. MAXIMUM IN ANY DIRECTION. 5. THE WORK OF CONSTRUCTING CURB RAMPS SHALL BE INCLUDED IN THE QUANTITIES FOR "CONCRETE SIDEWALKS", "CONCRETE MEDIAN SURFACING" OR "CONCRETE BIKEWAY". THE WORK OF MODIFICATION OF NEW OR EXISTING CURB WILL NOT BE PAID FOR DIRECTL Y, BUT WILL BE CONSIDERED SUBSIDIARY TO OTHER ITEMS OF WORK FOR WHICH DIRECT PAYMENT IS MADE. LEGEND DETECTABLE WARNING PANEL (DWP) 0 0 0 0 0 ® BROOMED CURB RAMP WHEN 5% TO 8.3% RAMP FLARE W W WWW GRASS OR NON WALKING SURFACE CURB TRANSITION R2 OCT 14 CHANGE PM TO ROADWAY DESIGN ENGINEER R1 FEB 13 ALL OF PLAN REWORKED (PROWAG) REV. NO. DATE DESCRIPTION OF REVISION NEBRASKA DEPARTMENT OF ROADS STANDARD PLAN N0. 303-R2 CURB RAMPS ACCEPTED BY FHWA FOR USE ON THE NATIONAL HIGHWAY SYSTEM: OCT 2014 DATE1 MARCH 22, 2010 DATE SIDEWALK/TURNING SPACE AND RAMP CROSS SLOPE 1.5% TYPICAL, 2.0% MAX. SLOPE RAMP RUNNING SLOPE 8.0% TYPICAL, 8.3% MAX. SLOPE FLARE 900 TO RAMP 9.0% TYPICAL, 10.0% MAX. SLOPE THE CONTRACTOR SHOULD ACCOUNT FOR CONSTRUCTION TOLERANCES TO PREVENT EXCEEDING THE MAXIMUM SLOPES. ANY SLOPES EXCEEDING THE MAXIMUMS SHALL NOT BE ACCEPTED WITHOUT PRIOR APPROVAL FROM THE ROADWAY DESIGN ENGINEER. AN EXCEPTION TO THIS IS THE TRANSITIONAL SEGMENT TO EXISTING SIDEWALK MUST CONNECT TO THE EXISTING SIDEWALK PANEL; THIS DOES NOT REQUIRE A STATEMENT OF TECHNICAL INFEASIBILITY. (REF. PROWAG CHAPTER R3 TECHNICAL REQUIREMENTS) NOTES: 1. THE SURFACE OF ALL CURB RAMPS SHALL BE BROOMED PERPENDICULAR TO THE SLOPE OF THE CURB RAMP. 2. CARE SHALL BE TAKEN TO ASSURE A UNIFORM GRADE ON THE CURB RAMP, FREE OF SAGS AND SHORT GRADE CHANGES. J. ALL CURB RAMPS SHALL BE CONSTRUCTED WITH A DETECTABLE WARNING PANEL (DWP), 2 FT. X 4 FT. MINIMUM. PLACED WITHIN 2" OF THE BACK OF CURB. 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 CURB RAMP. NEW CURB RAMPS SHALL HAVE CAST IN CONCRETE DETECTABLE WARNING PANELS. 4. TURNING SPACE SHALL HAVE MINIMUM DIMENSIONS OF 4 FT. X 4 FT. AND SHALL BEA MINIMUM OF 1 FT. FROM ANY OBSTACLE SUCH AS A CURB OR RETAINING WALL FOR SWING OF WHEELCHAIR FOOT REST. THE SLOPE SHALL BE 2°. MAXIMUM IN ANY DIRECTION. 5. THE WORK OF CONSTRUCTING CURB RAMPS SHALL BE INCLUDED IN THE QUANTITIES FOR "CONCRETE SIDEWALKS", "CONCRETE MEDIAN SURFACING" OR "CONCRETE BIKEWAY". THE WORK OF MODIFICATION OF NEW OR EXISTING CURB WILL NOT BE PAID FOR DIRECTL Y, BUT WILL BE CONSIDERED SUBSIDIARY TO OTHER ITEMS OF WORK FOR WHICH DIRECT PAYMENT IS MADE. LEGEND DETECTABLE WARNING PANEL (DWP) 0 0 0 0 0 ® BROOMED CURB RAMP WHEN 5% TO 8.3% RAMP FLARE W W WWW GRASS OR NON WALKING SURFACE CURB TRANSITION R2 OCT 14 CHANGE PM TO ROADWAY DESIGN ENGINEER R1 FEB 13 ALL OF PLAN REWORKED (PROWAG) REV. NO. DATE DESCRIPTION OF REVISION NEBRASKA DEPARTMENT OF ROADS STANDARD PLAN N0. 303-R2 CURB RAMPS ACCEPTED BY FHWA FOR USE ON THE NATIONAL HIGHWAY SYSTEM: OCT 2014 DATE1 MARCH 22, 2010 DATE c v N 0 a) 0 0 M 0 M U- SEE BEVELING DETAIL SHEET 1 SEE BEVELING DETAIL SHEET 1 I I I I GUTTER LINE W = WIDTH OF SIDEWALK (5'-0" TYP.) IEXISTINGI Z R1 =RAMP WIDTH l4'-0" MIN.) I IMA GUTTER LINE R2 =RAMP WIDTH (5'-0" MIN.) WITHW = WIDTH OF SIDEWALK (5'-0" TYP.) VERTICAL OBSTACLEEXISTING EXISTING R1 = RAMP WIDTH (4'-0" MIN.) FLARE OPTION R2 = RAMP WIDTH (5'-0" MIN.) WITH wCONCRETE (ADJACENT TO CONCRETE) VERTICAL OBSTACLE W A r a �/ y W TURNING SPACE TURNING SPACE 3 CURB TRANSITION W SEE NOTE 4 SEE SHEET 1 NOTE 4 0 (SHEET 1) A 2 15'-0" MAX. A -- ---- A----- q i / A ---Ur 00000 00000 00 00 00 00 00 CROSSWALK FOOT REST SWING CROSSWALK 3 00000 SEE SHEET 1 NOTE 4 �/ 00000 ---- 00000 CURB OR WALL — --- 00000 ®AS NECESSARY '1 SEE BE SEE BEVELING y y y y ------------------ VARIES Al-0MIN• DETAIL SHEET 1 DETAIL SHEET 1 y R1 MATCH EXISTING MATERIAL 40000 y 000000000 y SELECT TAPER/FLARE BASED 0 0 0 0 0 0 0 0 0 n �Y 0 0 0 0 0 0 0 0 0 ON ADJACENT MATERIAL N JIIVIIL 000000000 y y CONCRETE (USE FLARES) 1'-0" TAPER OPTION `� I — — — TURNING SPACE (ADJACENT TO NON -CONCRETE) `� I TURF (USE CURBS) I I SEE SHEET 1 NOTE 4 TYPE B PLAN I I CROSSWALK I I SEE BEVELING ' I I WHERE W IS 9 FT. OR LESS, R = W (MIN. WIDTH = 4 FT.) DETAIL SHEET 1 SEE BEVELING DETAIL SHEET 1 I I WHERE W IS GREATER THAN 9 FT., R = 4 FT., EXCEPT CROSSWALK I BIKE PATH/TRAIL. SEE SHEET 1 NOTE 5. EXISTING CURB DR WALL EXISTING I I AS NECESSARY I I TURNING SPACE TURNING SPACE TYPE A PLAN SEE SHEET 1 SEE SHEET 1 TURNING SPACE y NOTE 4 NOTE 4 Z SEE SHEET 1 NOTE 4 /'� SEE BEVELING DETAIL SHEET 1 V) SEE BEVELING GUTTER LINE `y `L �y EXISTING l DETAIL SHEET 1 L CONCRETE 10 OLE ---- y y GUTTER LINE ��� i EXISTING CROSSWALK CROSSWALK y � 000p ISOMETRIC VIEWQgg y tiy o0p0o CROSSWALK LEGEND 1'-0" FOR FOOT REST SWING DETECTABLE WARNING PANEL "' y `� y `� SEE SHEET 1 PLACEMENT L SEE SHEET 1 NOTE 4 y 0 '000 y — — — — — — — — — — — — ° ° ° ° ° DETECTABLE WARNING PANEL (DWP) DETAIL AND NOTE 3 y y '000 o00p 0000° L0 0 go 0p0 0 °' 4'-0" TURNING SPACE JOINT SEALANT to l ® BROOMED CURB RAMP WHEN 5% TO 8.3% / OBSTACLE SEE SHEET 1 NOTE 4 „ / CONCRETE (USE FLARES) SEE SHEET 1 /2 (MAX.) PREFORMED EXPANSION JOINT FILLER l TURF (USE CURBS) RAMP FLARE NOTE 4 CURB DETAIL SEE SHEET 1 N / CROSSWALK / W W W W W GRASS OR NON WALKING SURFACE �II�II III _ 1.5 °° 4 % SHOULDER SLOPE R2 OCT 14 CHANGE PM TO ROADWAY DESIGN ENGINEER o b< .e e . A•p. O ,e A a °., w °, • ' ••, °i a� !,> °' �'..,' R1 FEB 13 ALL OF PLAN REWORKED (PROWAG) N ®CURB TRANSITION ' .°.. ., , .°' < s C ; : A-,: . A ISOMETRIC VIEW REV. N0. DATE DESCRIPTION OF REVISION NEBRASKA DEPARTMENT OF ROADS 0 DETECTABLE WARNING PANEL CURB FACE SLOPE 1 VERT 2 HORZ• L_� 0" III -oil 01 SEE SHEET 1 PLACEMENTSTANDARD PLAN N0. 303-R2 DETAIL AND NOTE 3 " DEPTH (TYP. ) 4'-0" TURNING SPACE 6'—D" TYP. (5" RISE) o JOINT SEALANT SEE SHEET 1 15-0 MAXIMUM SLOPE LEGEND TYPE B CROSS SECTION CURB RAMPS NOTE 4 %" (MAX. ) PREFORMED BROOMED SURFACE EXPANSION JOINT FILLER C 1.5/ - 8.3°° MAX SLOPE URB DETAIL SEE SHEET 1 "` ! w; . " , ° " .:•,, 1.5°° 4% SHOULDER SLOPE � �.. •>•• •�,,w•.e: �. �w; e.: :mow: �: . �w SECTION A—A ACCEPTED BY FHWA FOR USE ON THE NATIONAL HIGHWAY SYSTEM: I CIy IT SIDEWALK/TURNING SPACE AND RAMP CROSS SLOPE 1.5% TYPICAL, 2.0% MAX. SLOPE SNA 1z F�cy RAMP RUNNING SLOPE 8.0% TYPICAL, 8.3% MAX. SLOPE ao FLARE 900 TO RAMP 9.0% TYPICAL, 10.0% MAX. SLOPE SECTION A—A ACCEPTED BY FHWA FOR USE ON THE NATIONAL HIGHWAY SYSTEM: I CIy IT SNA 1z F�cy ao 2'-o" 1'-0" THE CONTRACTOR SHOULD ACCOUNT FOR CONSTRUCTION TOLERANCES TO PREVENT * OCT 2014 ^N „ EXCEEDING THE MAXIMUM SLOPES. ANY SLOPES EXCEEDING THE MAXIMUMS SHALL 4�yyti p DATE J J. 8 DEPTH TYP. NOT BE ACCEPTED WITHOUT PRIOR APPROVAL FROM THE ROADWAY DESIGN ENGINEER. a KNOTT 2 °oz TYPE A CROSS SECTION AN EXCEPTION TO THIS IS THE TRANSITIONAL SEGMENT TO EXISTING SIDEWALK MUST E-6035 4 NN SECTION A—A CONNECT TO T EXISTING NOT REQUIRE A STATEMENT WALK PANEL; THIS SR3 ORIGINAL: ��41F MARCH 22, 2010 INFEASIBILITYHE OF TECHNICAL . REF. PROWAG CHAPTER TECHNICAL REQUIREMENTS) OF NEB�pS�! DATE c v N O a) O O M O M SEE BEVELING DETAIL SHEET 1 1 SEE BEVELING DETAIL SHEET 1 I EXISTING 1 EXISTING 1 9 GUTTER LINE 0I I W ' I I GUTTER LINE W = WIDTH OF SIDEWALK (5'-0" TYP.) Q Rl = RAMP WIDTH (4'-0" MIN.) W =WIDTH OF SIDEWALK (5'-0" TYP.) CURB OR WALL W R2 = RAMP WIDTH (5'-0" MIN.) WITH o w RI = RAMP WIDTH (4'-0" MIN.) AS NECESSARY VERTICAL OBSTACLE ZE R2 = RAMP WIDTH (5'-0" MIN.) WITH zz a VERTICAL OBSTACLE q a R2 C� ---------- CURB OR WALL FOOT REST SWING AS NECESSARY a,��. TURNING SPACE SEE SHEET 1 NOTE 4 SEE BEVELING �1 ,� SEE SHEET 1 NOTE 4 CURB OR WALL DETAIL SHEET 1 AS NECESSARY � 15'-0" MAXIMUM • � e ° e.. SEE BEVELING TURNING SPACE `o DETAIL SHEET 1 SEE SHEET 1 NOTE 4 — — — — >o.0DO . •• < ` CROSSWALK --- ' — ----- `0 9 000°a°O Ln • , , oo°o°aoo nI oo°poa°O Ln I• , o° o° o° a o o Q°Oo----- °0 — — — — — — — — ~ o o°o° o°o LQ 00 o I I `•• oa °°o° o° o °o — — �— • 0000°°o' o )NVy •• , °°°o°° ° o CROSSWALK I FOOT REST SWING CURB OR WALL °°° ° °° °° ° I SEE SHEET 1 I TYPE D PLAN AS NECESSARY 1'-0" TAPER 00000°0. 0 °°°° 9 °°°°°°oo I NOTE 4 1 SEE BEVELING 1 CROSSWALK 1 DETAIL SHEET 1 1 1 — TURNING SPACE SEE BEVELING DETAIL SHEET 1 1 — — — — — SEE SHEET 1 NOTE 4 1 EXISTING CURB OR WALL i EXISTING TYPE C PLAN AS NECESSARY SEE BEVELING I 1 \ DETAIL SHEET 1 I CURB OR WALL CROSSWALK 1 SEE BEVELING DETAIL SHEET 1 AS NECESSARY �\ i GUTTER LINE \ I�G� TURNING SPACE Ffs y \ � Do SEE SHEET 1 11�c i V) y � NOTE 4 \ LEGEND a y CROSSWALK CROSSWALK E DETECTABLE WARNING PANEL (D WP) o U y ® BROOMED CURB RAMP WHEN 5% TO 8.3% GUTTER LINE .woe ems° ISOMETRIC VIEW RAMP FLARE Do o. DETECTABLE WARNING PANEL P-0" FOR FOOT REST SWING W WWWW GRASS OR NON WALKING SURFACE M SEE PLACEMENT DETAIL o SEE SHEET 1 NOTE 4 AND SHEET 1 NOTE 3 ® CURB TRANSITION u 4'-0" TURNING SPACE JOINT SEALANT ISOMETRIC VIEW OBSTACLE SEE SHEET 1 NOTE 4 Y2 (MAX. ) PREFORMED CURB FACE SLOPE 1 VERT. : 2 HORZ. SEE SHEET 1 EXPANSION JOINT FILLER NOTE 4 Q CURB DETAIL SEE SHEET 1 c\jDETECTABLE WARNING PANEL - 1.5°° 4% SHOULDER SLOPE R2 OCT 14 CHANGE PM TO ROADWAY DESIGN ENGINEER `° P-0" FOR FOOT REST = <.; > , . .,...°° . <`° • , • ••,, .•,•,a °'> o SEE SHEET 1 PLACEMENT — °' ' ' ' N SWING SEE SHEET 1 NOTE 4 ° ; ' •° a ' '. 'n•s a "A: , ° '•, e R1 FEB 13 ALL OF PLAN REWORKED (PROWAG) I DETAIL AND NOTE 3 �' REV. NO. DATE DESCRIPTION OF REVISION F o a.e a .° > °•e a .. U 1p " 01 4'-0" TURNING SPACE JOINT SEALANT 2'-0" 1'-0" NEBRASKA DEPARTMENT OF ROADS OBSTACLE SEE SHEET 1 NOTE 4 8" DEPTH (TYP.) STANDARD PLAN N0. 303—R2 (MAX.) PREFORMED o SEE SHEET 1 EXPANSION JOINT FILLER SLOPE LEGEND CURB RAMPS NOTE 4 TYPE D CROSS SECTION CURB DETAIL SEE SHEET 1 SECTION A—A ACCEPTED BY FHWA FOR USE ON THE NATIONAL HIGHWAY SYSTEM: I CIy Q SIDEWALK/TURNING SPACE AND RAMP CROSS SLOPE 1.5% TYPICAL, 2.0% MAX. SLOPE oNa I[ Ftic� RAMP RUNNING SLOPE 8.0% TYPICAL, 8.3% MAX. SLOPE o0 FLARE 900 TO RAMP 9.0% TYPICAL, 10.0% MAX. SLOPE THE CONTRACTOR SHOULD ACCOUNT FOR CONSTRUCTION TOLERANCES TO PREVENT OCT 2014 ^M EXCEEDING THE MAXIMUM SLOPES. ANY SLOPES EXCEEDING THE MAXIMUMS SHALL 1.5% �4% ,�yh� : JAMES J. � DATE SHOULDER SLOPE NOT BE ACCEPTED WITHOUT PRIOR APPROVAL FROM THE ROADWAY DESIGN ENGINEER. -'s, .s, `a '.p .o•°: a '.n .° a • °. °oz °•> '. a� a'°. • o� . a p. • . :a ;. E-6035 �• �.°. • e•, �A'. .'p• ` e '.�' a '.s'> ORIGINAL: °•, °° A.e• •�A: , OF NEB�pS�! MARCH 2010 ATE DATE 110 °• e SECTION A—A ACCEPTED BY FHWA FOR USE ON THE NATIONAL HIGHWAY SYSTEM: I CIy Q SIDEWALK/TURNING SPACE AND RAMP CROSS SLOPE 1.5% TYPICAL, 2.0% MAX. SLOPE oNa I[ Ftic� RAMP RUNNING SLOPE 8.0% TYPICAL, 8.3% MAX. SLOPE o0 FLARE 900 TO RAMP 9.0% TYPICAL, 10.0% MAX. SLOPE SECTION A—A ACCEPTED BY FHWA FOR USE ON THE NATIONAL HIGHWAY SYSTEM: I CIy Q 2 -0 1 -0 oNa I[ Ftic� o0 8" DEPTH (TYP.) THE CONTRACTOR SHOULD ACCOUNT FOR CONSTRUCTION TOLERANCES TO PREVENT OCT 2014 ^M EXCEEDING THE MAXIMUM SLOPES. ANY SLOPES EXCEEDING THE MAXIMUMS SHALL ,�yh� : JAMES J. � DATE ;;� NOT BE ACCEPTED WITHOUT PRIOR APPROVAL FROM THE ROADWAY DESIGN ENGINEER. rn a KNOTujT 3 °oz TYPE C CROSS SECTION AN EXCEPTION TO THIS IS THE TRANSITIONAL SEGMENT TO EXISTING SIDEWALK MUST E-6035 4 NN CONNECT TO EXISTING SIDEWALK PANEL; THIS NOT REOUIRE A STATEMENT��41F SR3 ORIGINAL: SECTION A—A OF TECHNICALHE INFEASIBILITY. REF. PROWAG CHAPTER TECHNICAL REQUIREMENTS) OF NEB�pS�! MARCH 2010 ATE DATE c v N O a) O O M O M U- A W = WIDTH OF SIDEWALK (5'-0" TYP. ) R1 = RAMP WIDTH (4'-0" MIN. ) I I SEE BEVELING DETAIL SHEET 1 R2 = RAMP WIDTH (5'-0" MIN.) WITH I I VERTICAL OBSTACLE Z I I A TURNING SPACE N W = WIDTH OF SIDEWALK (5'-0" TYP. ) EXISTING FOOT REST SWING R1 =RAMP WIDTH (4'-0" MIN.) I y SEE BEVELING SEE SHEET 1 NOTE 4 SEE SHEET 1 NOTE 4 SEE BEVELING DETAIL SHEET 1 R2 = RAMP WIDTH (5'-0" MIN.) WITH DETAIL SHEET 1 CURB OR WALL 6'-0" 9'-0" 4'-4" N VERTICAL OBSTACLE y AS NECESSARY w 0 a — — 0 a y R1 0-1y CURB z N Z y y GUTTER LINE Q Aim W y y y y °°°°°°°°°°°°°° 0 II WHERE W IS 9 FT. OR LESS, ° °000 00000 °°°°°°°°°°°°°° °°°° °° R= W(MIN. WIDTH = 9FT ) 0°00°°00°°°°°°°00°00°°° I WHERE W IS GREATER THAN 9 FT., y y y y CURB y 0 CONCRETECURB °°°°°°°°°°°°°° R = 9 FT., EXCEPT BIKE °0°0°0°0°°°°°°°°°°°°00°00°°° FLARE 00°0 0 0000000000000 00000 0000PATH/TRAIL. SEE NOTE 5 (SHEET 1) 0000000°000000 °°0000° 0000 0000 y I TYPE E PLAN I CROSSWALK I I I I I A I I � � I SEE BEVELING TYPE F PLAN DETAIL SHEET 1 L—A j CURB OR WALL AS NECESSARY EXISTING TURNING SPACE CROSSWALK I SEE SHEET 1 NOTE 4 I -- - — — SEE BEVELING DETAIL SHEET 1 ti y y y y EXISTING Q z y ., N w y . LEGEND y y CROSSWALK y y y y y y F�jsT o 0 0 0 o DETECTABLE WARNING PANEL (DAP) OL E CURB y y f'Lc y y ISOMETRIC VIEW ® BROOMED CURB RAMP WHEN 5% TO 8.3% °O�OC=00 y y SEE BEVELING DETAIL SHEET 1 RAMP FLARE i 0000 °' .� o°oo°° y y y y 0 1'-0" FOR FOOT REST WW W W W GRASS OR NON WALKING SURFACE CROSSWALK M SWING SEE SHEET 1 NOTE 4 ®CURB TRANSITION / 9 0 TURNING SPAC 61-011 TYP. (5 RISE) / DETECTABLE WARNING PANEL /SEE SHEET 1 15'-0" MAXIMUM SEE SHEET 1 PLACEMENT CURB FACE SLOPE 1 VERT 2 HORZ. - ISOMETRIC VIEW GUTTER LINE NOTE 4 GROOMED SURFACE DETAIL AND NOTE 3 It JOINT SEALANT %" (MAX.) PREFORMED N EXPANSION JOINT FILLER DETECTABLE WARNING PANEL CURB DETAIL SEE SHEET 1 R2 OCT 14 CHANGE PM TO ROADWAY DESIGN ENGINEER SEE SHEET 1 PLACEMENT 1.5% 8.3Y- MAX SLOPE q% SHOULDER SLOPE R1 FEB 13 ALL OF PLAN REWORKED (PROWAG) N DETAIL AND NOTE 3 �� .. "'• REV. NO. DATE DESCRIPTION OF REVISION 4 -0 TURNING SPACE 6 -0 TYP. (5 RISE) '•• :;';:; ": • .' " JOINT SEALANT ° NEBRASKA DEPARTMENT OF ROADS o SEE SHEET 1 15 '- 0" MAXIMUM 01 NOTE 4 %" (MAX.) PREFORMED STANDARD PLAN N0. 303—R2 BROOMED SURFACE EXPANSION JOINT FILLER -2 0" 1'-0" 1.5%B DETAIL SEE SHEET 1 3% MAXM" DEPTH TYP. ° 8, X CURB RAMPS ,." •.SLOPE 1.50 4Y. SHOULDER SLOPE SLOPE LEGEND 2'-0" 1'-0' 8" DEPTH TYP. TYPE F CROSS SECTION SECTION A -A ACCEPTED BY FHWA FOR USE ON THE NATIONAL HIGHWAY SYSTEM: CIy 'qrOLL SIDEWALK/TURNING SPACE AND RAMP CROSS SLOPE 1.5% TYPICAL, 2.0% MAX. SLOPE r� Fti RAMP RUNNING SLOPE 8.0% TYPICAL, 8.3% MAX. SLOPE 00 FLARE 900 TO RAMP 9.0% TYPICAL, 10.0% MAX. SLOPE TYPE F CROSS SECTION SECTION A -A ACCEPTED BY FHWA FOR USE ON THE NATIONAL HIGHWAY SYSTEM: CIy 'qrOLL r� Fti 00 TYPE E CROSS SECTION THE CONTRACTOR SHOULD ACCOUNT FOR CONSTRUCTION TOLERANCES TO PREVENT ��oNa �y * c, OCT 2014 �� EXCEEDING THE MAXIMUM SLOPES. ANY SLOPES EXCEEDING THE MAXIMUMS SHALL o JAMES J. � DATE SECTION A - A NOT BE ACCEPTED WITHOUT PRIOR APPROVAL FROM THE ROADWAY DESIGN ENGINEER. 0. KNOTTrn 4 owAN EXCEPTION TO THIS IS THE TRANSITIONAL SEGMENT TO EXISTING SIDEWALK MUST E-6035 4 NN CONNECT TO THE EXISTING SIDEWALK PANEL; THIS DOES NOT REQUIRE A STATEMENT tp �! ORIGINAL: OF TECHNICAL INFEASIBILITY. (REF. PROWAG CHAPTER R3 TECHNICAL REQUIREMENTS) 4lf OF 104 MARCH 22, 2010 DATE REINFORCING BAR BENDING DIAGRAM FOR CURB INLET [7" L�o BARE 1 � 5 2FE 11 7" 7" BAR F 1 1 1,_0„ BAR G 1 j 2� it BAR H LIFT BAR LIFT BAR BARD LIFT BAR ADDITIONAL LIFT BAR FOR rt I SCHEDULE FOR CURB INLETS BAR C OPENINGS I I II II BAR o c\j BAR GII Y = NO. 4'-0" LENGTH BAR G = 6'-0"Y LENGTH NO. - i -40 10'-0" LENGTH Y NO. 1 Y = NO. 14'-0" LENGTH Y = NO. BAR B -F-7- T-IT-I iV BAR G Z _ ---�--- -4-�-4-+ I II 8 -9 3 I II 10 -9 3 I II 12 -9 -�-F w I II 16 -9 3 I II 18 -9 3 BARE BAR G BAR A 6 LBAR E a L -L -L PLAN L- 2 61-1011 2 81-1011 2 I " 10-10 a 0 1-17 INLET COVER II 14'-10 2 cr- C CO STR. 3 21-011 -F7 .811, 4'-0" T I T -I 811 REINFORCING BAR BENDING DIAGRAM FOR CURB INLET [7" L�o BARE 1 � 5 2FE 11 7" 7" BAR F 1 1 1,_0„ BAR G 1 j 2� it BAR H LIFT BAR BAR D BAR C j ADDITIONAL LIFT BAR FOR REINFORCING BAR SCHEDULE FOR CURB INLETS OPENINGS OVER 8'-0" BAR SIZE SHAPE Y = NO. 4'-0" LENGTH Y NO. = 6'-0"Y LENGTH NO. = 8'-0" LENGTH Y = NO. 10'-0" LENGTH Y NO. 1 Y = NO. 14'-0" LENGTH Y = NO. BAR B Y = NO. LIFT BAR iV BAR G II 1 ---�--- -4-�-4-+ I II 8 -9 3 I II 10 -9 3 I II 12 -9 -�-F 14-'9"3 I II 16 -9 3 I II 18 -9 3 1 1 6 -1- 1-L -- L -L -L 2 L- 2 61-1011 2 81-1011 2 I " 10-10 I 1-17 2 II 14'-10 2 II 16'-10 C CO STR. 3 21-011 -F7 -, F -T- T I T -I 7 -7 -T -T 21-011 -T- N 1 21-011 1 21-011 1 21-011 D 6 STR. 1 5'-1" 1 5'-1" 1 5'-1" - - -- - - - 1 - 1 5'-1" BAR E BAR G BAR A L BARE LBAR 5 F 6 PLAN 6 4'-0" 6 4'-0" 6 INLET COVER 6 4'-0" 6 .811. 4'-0' .811 , 6 4'-0" SL OPE VARIES II ILOCA TION OF BACK WALL WHEN BACK COVER 2�E ,_0„ (ADJUST IN BACK COVER _ _ _ _ _ _ _ _ LONGITUDINAL PIPES ARE NOT USED /-oil 11-11 711 -------- FIELD) ---- ---- W=D -(6"+T) ----- - ANCHOR BAR ---- O ANCHOR BAR I I LONGITUDINAL PIPES I j m LONGITUDINAL PIPES I m ANCHOR BAR BACK COVER 1 _ T E M P L A T E �.............: .r: �.a;' <•.'• CSS I • I D ... . _ _ ..Zz p . - - -- - -- 8„ r---2'-10" - --1'-f0" -- - -- -- - - - -- - -- B,I r--- 2'- -- - --1'-10" - --- - - -- - _ `.:.,1 � �...:: e.... e I ANCHOR BAR *1 " NON ANCHOR BAR T ^.-'T .- r -7 - ? . t e.. I I -rt--�--rt--T--� SHRINK e 18„ :.�. ---- --- - :a ---- ----- _ BEDDING TRANSVERSE I LOCATION OF BACK WALL I LOCATION OF BACK WALL i .000 8 loll�, GROUT : e ti I - PIPE WHEN LONGITUDINAL 10" I 10" " WHEN LONGITUDINAL i I ANCHOR BAR �� - ---+--- - 10 ----+--- - 0 I L 1 I I• - o PIPES ARE NOT USED I PIPES ARE NOT USED I I I OSP ti�JQF, I 2 -BAR H BACK OF CURB q, -L �_�====I-+- o BACK OF CURB -_--_- -------+_-I- "e 11 11 N FLOW i i i i N FLOW r8 r� A J8 GUTTER LINE GUTTER LINE TRANSVERSE PIPE '_moi , TRANSVERSE PIPE TYPICAL SECTION OF INLETS ly--,�i�, GROUT SHALL BE FINISHED SUCH THAT THE TOP ELEVATION OF THE INLET LID, WHEN INSTALLED, MATCHES THE FINISHED SHOULDER SLOPE Q PLAN PLAN OF THE ROADWAY CROSS-SECTIONS. WARP GUTTER TO FIT TEMPLATE Y = 4'-0" WARP GUTTER TO FIT TEMPLATE WARP GUTTER TO FIT TEMPLATE Y = 6'-0" TO 18'-0" WARP GUTTER TO FIT TEMPLATE NOTES: N uj 5'-0" 1'-6" THROAT OPENING 1'-6" 5'-0" 5'-0" 1'-6" THROAT OPENING 1'-6" 5'-0" THE MINIMUM COVERING, MEASURED FROM THE FACE OF CONCRETE TO THE SURFACE OF ANY REINFORCING BAR, SHALL BE 1%". L 5l 2 _0„ 5„ 5" 2 _0„ 5" TOP OF CURB LIMIT OF GUTTER DEPRESSION TOP OF CURB LIMIT OF GUTTER DEPRESSION THE QUANTITIES OF CONCRETE AND STEEL FOR CURB INLET INCLUDES THAT PORTION OF E CONCRETE AND STEEL BELOW AND BACK OF THE CURB SECTION AS SHOWN ON THIS PLAN. E ° • rt +r-GU THE CONCRETE COVERS MAY BE CAST IN PLACE OR PRECAST. - -E - - - - - GUT TER L INE 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"30" MAX. 30" MAX. ___.f I ;..I: I _ DIMENSION IS 9 -6 OR GREATER. THE FURNISHING AND PLACING OF CAST IRON STEPS SHALL BE SUBSIDIARY TO THE ITEM FOR WHICH DIRECT PAYMENT IS MADE. M16" (TYP.) --16" (TYP.) --- i -1 i -1 ------- ---- o " f I " i I THE GUTTER DEPRESSION TEMPLATE SHALL BE USED THROUGHOUT THE THROAT OPENING. --t--- -- --t--- ;::-- 5 - BAR H Q) I -I ----- CLASS OF CONCRETE AND MINIMUM COMPRESSIVE STRENGTH AND TYPE OF STEEL FOR i -- _ REINFORCING BARS SHALL CONFORM TO THE DEPARTMENT OF ROADS "STANDARD T - 9 EXCEPT FOR THE FOLLOWING: SPECIFICATIONS FOR HIGHWAY CONSTRUCTION." 8" 4'-0" 8" 8" 4'-0' T = 6" FOR 6'-0" TO 18'-0" OPENINGS WHEN X = 2'-11 " THRU 3'-1 " T = P-6" FOR 14'-0" TO 18'-0" OPENINGS THE INLET COVER SHALL BE IMPRINTED "NO DUMPING" SEE SHEET 2 OF 2. N FRONT ELEVATION FRONT ELEVATION WHEN X = 3'-11" THRU 7'-5" R10 DEC 16 CHANGED TABLE INFORMATION CURB INLETS R9 APR 14 PUT Y1-2" BACK IN JUNCTION BOX CO R8 JUL 11 FACE ARMOR DETAIL N 8" THICK CONCRETE WALL REV. N0. DATE DESCRIPTION OF REVISION 01 "X" SHALL NOT EXCEED 7'-6". LOCATED AT MID -POINT 0 0 N 0 00 0- M Q a)LL � U u- N REINFORCING BAR SCHEDULE FOR CURB INLETS BAR SIZE SHAPE Y = NO. 4'-0" LENGTH Y NO. = 6'-0"Y LENGTH NO. = 8'-0" LENGTH Y = NO. 10'-0" LENGTH Y NO. = 12'-0" LENGTH Y = NO. 14'-0" LENGTH Y = NO. 16'-0" LENGTH Y = NO. 18'-0" LENGTH A 8 STR. 3 I II 6 -9 3 I II 8 -9 3 I II 10 -9 3 I II 12 -9 3 14-'9"3 I II 16 -9 3 I II 18 -9 3 I 20 -9II B 6 STR. -- -- 2 I 4-10 2 61-1011 2 81-1011 2 I " 10-10 2 II 12'-10 2 II 14'-10 2 II 16'-10 C 6 STR. 3 21-011 1 21-011 1 21-011 1 21-011 1 21-011 1 21-011 1 21-011 1 21-011 D 6 STR. 1 5'-1" 1 5'-1" 1 5'-1" 1 5'-1" 1 5'-1" 1 5'-1" 1 5'-1" 1 5'-1" E 5 BENT 6 4'-0" 6 4'-0" 6 4'-0" 6 4'-0" 6 4'-0" 6 4'-0" 6 4'-0" 6 4'-0" F 5 BENT -- 2'-7" 3 2'-7"6 3.79 2'-7" 8 2'-7" 11 2'-7' 13 2'-7" 16 2'-7" 18 2'-7" G 5 BENT 5 I II 1 -7 4 I II 1 -7 4 I II 1 -7 4 I II 1 -7 4 I II 1 -7 4 I II 1 -7 4 11-711 4 I II 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. -- -- -- -- -- -- -- -- -- -- 4 1'-9" 4 1'-9" 4 1'-9" LIFT 4 BENT VAR. 2'-6" VAR. 2'-6" VAR. 2'-6" VAR. 2'-6" VAR. 2'-6" VAR. 2'-6" VAR. 2'-6" VAR. 2'-6" M 4 STR. VAR. 5'-1" I VAR. 5'-1" VAR. 5'-1" I VAR. 5'-1' VAR. 5'-1" VAR. 5'-1" VAR. 5'-1" VAR. 5'-1" N 4 STR. 1 8 B-3 1 8 1 B-3 1 8 1 B-3 1 8 1 B-3 1 8 1 B-3 1 8 1 B-3 1 8 1 B-3 8 1 B-3 SL OPE VARIES II ILOCA TION OF BACK WALL WHEN BACK COVER 2�E ,_0„ (ADJUST IN BACK COVER _ _ _ _ _ _ _ _ LONGITUDINAL PIPES ARE NOT USED /-oil 11-11 711 -------- FIELD) ---- ---- W=D -(6"+T) ----- - ANCHOR BAR ---- O ANCHOR BAR I I LONGITUDINAL PIPES I j m LONGITUDINAL PIPES I m ANCHOR BAR BACK COVER 1 _ T E M P L A T E �.............: .r: �.a;' <•.'• CSS I • I D ... . _ _ ..Zz p . - - -- - -- 8„ r---2'-10" - --1'-f0" -- - -- -- - - - -- - -- B,I r--- 2'- -- - --1'-10" - --- - - -- - _ `.:.,1 � �...:: e.... e I ANCHOR BAR *1 " NON ANCHOR BAR T ^.-'T .- r -7 - ? . t e.. I I -rt--�--rt--T--� SHRINK e 18„ :.�. ---- --- - :a ---- ----- _ BEDDING TRANSVERSE I LOCATION OF BACK WALL I LOCATION OF BACK WALL i .000 8 loll�, GROUT : e ti I - PIPE WHEN LONGITUDINAL 10" I 10" " WHEN LONGITUDINAL i I ANCHOR BAR �� - ---+--- - 10 ----+--- - 0 I L 1 I I• - o PIPES ARE NOT USED I PIPES ARE NOT USED I I I OSP ti�JQF, I 2 -BAR H BACK OF CURB q, -L �_�====I-+- o BACK OF CURB -_--_- -------+_-I- "e 11 11 N FLOW i i i i N FLOW r8 r� A J8 GUTTER LINE GUTTER LINE TRANSVERSE PIPE '_moi , TRANSVERSE PIPE TYPICAL SECTION OF INLETS ly--,�i�, GROUT SHALL BE FINISHED SUCH THAT THE TOP ELEVATION OF THE INLET LID, WHEN INSTALLED, MATCHES THE FINISHED SHOULDER SLOPE Q PLAN PLAN OF THE ROADWAY CROSS-SECTIONS. WARP GUTTER TO FIT TEMPLATE Y = 4'-0" WARP GUTTER TO FIT TEMPLATE WARP GUTTER TO FIT TEMPLATE Y = 6'-0" TO 18'-0" WARP GUTTER TO FIT TEMPLATE NOTES: N uj 5'-0" 1'-6" THROAT OPENING 1'-6" 5'-0" 5'-0" 1'-6" THROAT OPENING 1'-6" 5'-0" THE MINIMUM COVERING, MEASURED FROM THE FACE OF CONCRETE TO THE SURFACE OF ANY REINFORCING BAR, SHALL BE 1%". L 5l 2 _0„ 5„ 5" 2 _0„ 5" TOP OF CURB LIMIT OF GUTTER DEPRESSION TOP OF CURB LIMIT OF GUTTER DEPRESSION THE QUANTITIES OF CONCRETE AND STEEL FOR CURB INLET INCLUDES THAT PORTION OF E CONCRETE AND STEEL BELOW AND BACK OF THE CURB SECTION AS SHOWN ON THIS PLAN. E ° • rt +r-GU THE CONCRETE COVERS MAY BE CAST IN PLACE OR PRECAST. - -E - - - - - GUT TER L INE 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"30" MAX. 30" MAX. ___.f I ;..I: I _ DIMENSION IS 9 -6 OR GREATER. THE FURNISHING AND PLACING OF CAST IRON STEPS SHALL BE SUBSIDIARY TO THE ITEM FOR WHICH DIRECT PAYMENT IS MADE. M16" (TYP.) --16" (TYP.) --- i -1 i -1 ------- ---- o " f I " i I THE GUTTER DEPRESSION TEMPLATE SHALL BE USED THROUGHOUT THE THROAT OPENING. --t--- -- --t--- ;::-- 5 - BAR H Q) I -I ----- CLASS OF CONCRETE AND MINIMUM COMPRESSIVE STRENGTH AND TYPE OF STEEL FOR i -- _ REINFORCING BARS SHALL CONFORM TO THE DEPARTMENT OF ROADS "STANDARD T - 9 EXCEPT FOR THE FOLLOWING: SPECIFICATIONS FOR HIGHWAY CONSTRUCTION." 8" 4'-0" 8" 8" 4'-0' T = 6" FOR 6'-0" TO 18'-0" OPENINGS WHEN X = 2'-11 " THRU 3'-1 " T = P-6" FOR 14'-0" TO 18'-0" OPENINGS THE INLET COVER SHALL BE IMPRINTED "NO DUMPING" SEE SHEET 2 OF 2. N FRONT ELEVATION FRONT ELEVATION WHEN X = 3'-11" THRU 7'-5" R10 DEC 16 CHANGED TABLE INFORMATION CURB INLETS R9 APR 14 PUT Y1-2" BACK IN JUNCTION BOX CO R8 JUL 11 FACE ARMOR DETAIL N 8" THICK CONCRETE WALL REV. N0. DATE DESCRIPTION OF REVISION 01 "X" SHALL NOT EXCEED 7'-6". LOCATED AT MID -POINT 0 0 N 0 00 0- M Q a)LL � U u- N (Y/2) OF INLET OPENING. NEBRASKA DEPARTMENT OF ROADS O "A" SHALL NOT EXCEED 10'-o"• STANDARD PLAN N0. 443-R10 03 NO DEDUCTIONS WILL BE MADE :;p:•. 411z: FOR PIPE OPENINGS. - - J CURB INLETS A NOT APPLICABLE WHERE AND JUNCTION BOX Y = 4'-0". DIAMETER OF 2 -BARK 2 -BAR J PIPE AND MINIMUM "X" IN THIS INLET DATA TABLE ARE ACCEPTED BY FHWA FOR USE ON THE BASED ON THE LONGITUDINAL 81111-011811 NATIONAL HIGHWAY SYSTEM: PIPE. DEPTH OF THE INLET MAY BE GOVERNED BY THE TRANSVERSE SECTION ONp� CI yt[ PIPE (MINIMUM "D" = TRANSVERSE PIPE DIAMETER PLUS 911 ), FOR 14'-0", 16'-0" & : MICHAEL H. rn DATE 18'-0" INLET OPENINGS OWENrn 1 MID -POINT E-6515 ORIGINAL: 2 COVER SUPPORT �'4r pS�! FEBRUARY 22, 1974 f OF NEB DATE DATA FOR CURB INLETS DIA. OF LONGIT. PIPE DIMENSIONS QUANTITIES NO. OF M BARS ADDITIONAL QUANTITIES PER ONE FOOT INCREASE OF DIMENSION "X" X (D (MIN.) AO B C D CONCRETE, CU. YDS. 03 REINFORCING STEEL, LBS. CONCRETE CU. YDS. REINF. STEEL LBS. 4 Y=4' Y=6' Y=8' Y=10' Y=12' Y=14' Y=16' Y=18' Y=4' Y=6' Y=8' Y=10' Y=12' Y=14' Y=16' Y=18' -- 31-1111 I 2 II -8� � - I 2� II -8� 21-011� 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 12112 -11 � 41-011 11-711 � 11-811 11-011 �2.08 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'-4" 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 II 21 I 3 II -8 I 4�-11 II I 2 II -6� I 2 II -5 I 1 II -9 2.83 3.19 3.53 3.90 4.26 4.68 5.04 5.40 144 203 231 260 287 322 351 379 4 0.504 6.7 241131-1111 51-211 21-911 21-811 21-011 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 II 30 4I -5II I 5-9II I 3-4 II 3I II -2 2I II -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 6.7 361 41-1111 61-911 31-4-1111 � 3 -81 3 -01 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 6.7 421 51-511 61� -11 41-611 41-211 31-611 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 11 54 I 6 II -5 I 8 II -1 I 5 11 -8 I 5 II -2 I 4 II -6 5.78 6.13 6.49 1 6.85 7.21 7.76 8.16 1 8.56 174 1 253 280 1 309 337 1 367 394 421 8 0.663 6.7 60" 6'-11" 8'-8" 6'-3" 5'-8" 51-0111 6.41 6.76 7.12 17.481 7.84 8.39 18.791 9.19 1 180 1 262 1 290 1 319 1 346 1 376 1 404 1 431 9 0.691 6.7 66" 7'-5" 9'-3" 6'-10" 6'-2" 51-6111 7.07 1 7.42 17.78 1 8.14 1 8.501 9.05 1 9.45 1 9.85 1 187 1 272 1 300 1 329 1 356 1 386 1 414 1 441 10 0.720 6.7 (Y/2) OF INLET OPENING. NEBRASKA DEPARTMENT OF ROADS O "A" SHALL NOT EXCEED 10'-o"• STANDARD PLAN N0. 443-R10 03 NO DEDUCTIONS WILL BE MADE :;p:•. 411z: FOR PIPE OPENINGS. - - J CURB INLETS A NOT APPLICABLE WHERE AND JUNCTION BOX Y = 4'-0". DIAMETER OF 2 -BARK 2 -BAR J PIPE AND MINIMUM "X" IN THIS INLET DATA TABLE ARE ACCEPTED BY FHWA FOR USE ON THE BASED ON THE LONGITUDINAL 81111-011811 NATIONAL HIGHWAY SYSTEM: PIPE. DEPTH OF THE INLET MAY BE GOVERNED BY THE TRANSVERSE SECTION ONp� CI yt[ PIPE (MINIMUM "D" = TRANSVERSE PIPE DIAMETER PLUS 911 ), FOR 14'-0", 16'-0" & : MICHAEL H. rn DATE 18'-0" INLET OPENINGS OWENrn 1 MID -POINT E-6515 ORIGINAL: 2 COVER SUPPORT �'4r pS�! FEBRUARY 22, 1974 f OF NEB DATE O M_ L 00 L 0 ----------- INLET COVER NO DEDUCTIONS WILL BE MADE FOR PIPE OPENINGS DIMENSION "X" SHALL NOT EXCEED 5'-6" C MAX. SPACING C NO. 4 BARS AT 8" MAX. SPACING t j - - - - - I - 1 Y1+11-911 PLAN 9" Y-2" OR Yl —2" 9" .o. 4" MAX.. ' e 30" MAX. 16" (TYP. ) 8111 Y OR Y1 THROAT OPENING 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" �E�E 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'-0" 1.47 29 0.36 3'-0" x 3'-6" 1.61 30 0.39 3'-0" x 4'-0" 1.76 34 0.41 NO DEDUCTIONS WILL BE MADE FOR PIPE OPENINGS DIMENSION "X" SHALL NOT EXCEED 5'-6" C MAX. SPACING C NO. 4 BARS AT 8" MAX. SPACING t j - - - - - I - 1 Y1+11-911 PLAN 9" Y-2" OR Yl —2" 9" .o. 4" MAX.. ' e 30" MAX. 16" (TYP. ) 8111 Y OR Y1 SECTION C -C JUNCTION BOX (NOT FOR USE UNDER TRAFFIC) 3" NO DUMPING, DRAINS TO STRE M NOTE: TEXT IS TO BE IMPRINTED INTO CONCRETE, AT A DEPTH OF %". THROAT OPENING PAVING CROSS SLOPE (FT/FT) 0.01 0.02 n ' 0.04 0.05 0.06 10' -0" I I I I I I I I 9% m�Qr_ 4• Q LIFT BARS I 8" SECTION C -C JUNCTION BOX (NOT FOR USE UNDER TRAFFIC) 3" NO DUMPING, DRAINS TO STRE M NOTE: TEXT IS TO BE IMPRINTED INTO CONCRETE, AT A DEPTH OF %". 6 BAR N AT 8%" CTRS. rE �� 5'-411 SECTION PLAN 60" 39" 21" BACK COVER THE CAST IRON COVERS AND FRAMES SHALL BE GREY IRON CONFORMING TO Y4If I THE SPECIFICATIONS. PICK HOL E (OPTIONAL) ` l l HA TCHEDj SURFACE\ \ _ _ _ 3" 2'-0" 3" TOTAL WEIGHT = 125 LBS. CAST IRON COVER AND FRAME \� 611 N \ o o P. T. LnN M� c 4%" + + + + + + + 0" 6" 12" 18" 24" 30" 36" 60" THROAT OPENING PAVING CROSS SLOPE (FT/FT) 0.01 0.02 0.03 0.04 0.05 0.06 10' -0" I I I I I I I I 9% m�Qr_ Q LIFT BARS I °pQ I I I I I I I I 6 BAR N AT 8%" CTRS. rE �� 5'-411 SECTION PLAN 60" 39" 21" BACK COVER THE CAST IRON COVERS AND FRAMES SHALL BE GREY IRON CONFORMING TO Y4If I THE SPECIFICATIONS. PICK HOL E (OPTIONAL) ` l l HA TCHEDj SURFACE\ \ _ _ _ 3" 2'-0" 3" TOTAL WEIGHT = 125 LBS. CAST IRON COVER AND FRAME \� 611 N \ o o P. T. LnN M� c 4%" + + + + + + + 0" 6" 12" 18" 24" 30" 36" 60" GUTTER DEPRESSION TEMPLATE 3%" 6" LIFT BAR z GROUT COVER NO. 4 ANCHOR BAR - (ANCHOR BAR SHALL BE PLACED IN %" MAX. DRILLED HOLE AND SET WITH EPDXY COMPOUND) SECTION A -A A A 74 nULc PLAN ANCHOR BAR SECTION B -B 10" 5" B B p pit 101/ PLAN FRONT ELEVATION STEPS TO BE PLACED AT 16" CENTERS CAST IRON STEPS CHAMFER DETAIL GRIND UPPER CORNER OPTIONAL (SEE CHAMFER DETAIL) 1%" (TYP.) RADIUS ALTERNATE OR CHAMFER STRUCTURAL STEEL FOR FACE ARMOR THROAT OPENING PAVING CROSS SLOPE (FT/FT) 0.01 0.02 0.03 0.04 0.05 0.06 10' -0" H 10'/6"101/4 215 1 1 O Y1611 1 97/8 9% 9'/6" GUTTER DEPRESSION TEMPLATE 3%" 6" LIFT BAR z GROUT COVER NO. 4 ANCHOR BAR - (ANCHOR BAR SHALL BE PLACED IN %" MAX. DRILLED HOLE AND SET WITH EPDXY COMPOUND) SECTION A -A A A 74 nULc PLAN ANCHOR BAR SECTION B -B 10" 5" B B p pit 101/ PLAN FRONT ELEVATION STEPS TO BE PLACED AT 16" CENTERS CAST IRON STEPS CHAMFER DETAIL GRIND UPPER CORNER OPTIONAL (SEE CHAMFER DETAIL) 1%" (TYP.) RADIUS ALTERNATE OR CHAMFER STRUCTURAL STEEL FOR FACE ARMOR THROAT OPENING WEIGHT (LBS.) 4' -0" 100 6'-0" 129 8'-0" 157 10' -0" 186 12'-0" 215 141-011 243 161-011 272 C6X13 - FULL LENGTH OF INLET COVER 1'-o" R=3" NO. 4 DEFORMED ANCHOR BAR AT 9" CENTER NOTE: FACE ARMOR THE COMPLETED FACE ARMOR/ANCHOR BAR ASSEMBLY SHALL BE HOT -DIP GALVANIZED IN ACCORDANCE WITH ASTM A153. R10 DEC 16 CHANGED TABLE INFORMATION R9 APR 14 PUT Y1-2" BACK IN JUNCTION BOX R8 JUL 11 FACE ARMOR DETAIL REV. NO. DATE DESCRIPTION OF REVISION NEBRASKA DEPARTMENT OF ROADS STANDARD PLAN N0. 443-R10 CURB INLETS AND JUNCTION BOX '111 1 •• �• ♦ � 1 � � 1 • _ z 0 N > D z c0 Ld w 0 r a 3 0 0 0 ti v z 0 N w 0 0 L v O OL E 0 U 0 M_ L 0 v aL) N N 0 N 0 U 0 m v 0 0 N 0 0 0— o •• N C" .. 0 my - U L- N CHANNELIZATION DEVICES THE FUNCTION OF CHANNELIZATION DEVICES IS TO WARN ROAD USERS OF CONDITIONS CREATED BY WORK ACTIVITIES IN OR NEAR THE TRAVELED WAY, TO PROTECT WORKERS IN THE TEMPORARY TRAFFIC CONTROL ZONE, AND TO GUIDE DRIVERS AND PEDESTRIANS SAFELY. CHANNELIZING DEVICES INCLUDE BUT ARE NOT LIMITED TO CONES, TUBULAR POSTS, VERTICAL PANELS, DRUMS, BARRICADES, TRAFFIC LANE DIVIDERS, 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 SHALL MEET THE CRASHWORTHY PERFORMANCE CRITERIA CONTAINED IN THE NATIONAL COOPERATIVE HIGHWAY RESEARCH PROGRAM (NCHRP) REPORT 350 OR MANUAL FOR ASSESSING SAFETY HARDWARE (MASH). THEY SHOULD BE CONSTRUCTED AND BALLASTED TO PERFORM IN A PREDICTABLE MANNER WHEN INADVERTENTLY STRUCK BY A VEHICLE. IF STRUCK, THE DEVICE SHOULD YIELD OR BREAK AWAY, 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) S SPACING OF (FEET) DEVICES TAPER TANGENT 25 25 50 35 35 70 45 45 90 55 55 110 60 60 120 65 65 130 75 75 150 WARNING LIGHTS MAY BE ADDED TO CHANNELIZING DEVICES IN AREAS WITH FREQUENT FOG, SNOW, OR SEVERE ROADWAY CURVATURE, OR WHERE VISUAL DISTRACTIONS ARE PRESENT, EXCEPT FOR THE SEQUENTIAL FLASHING WARNING LIGHTS, WARNING LIGHTS PLACED ON CHANNELIZING DEVICES USED IN A SERIES TO CHANNELIZE ROAD USERS SHALL BE STEADY -BURN. THE RETROREFLECTIVE MATERIAL USED ON CHANNELIZING DEVICES SHALL HAVE A SMOOTH, SEALED OUTER SURFACE, MEETING THE REQUIREMENTS OF THE ASTM SPECIFICATION D4956, FOR TYPE IV SHEETING OR TYPE V REBOUNDABLE SHEETING (OR GREATER). COEFFICIENT OF RETROREFLECTION (CD/LUX/M 2) WHITE ORANGE RED YELLOW 250 100 45 170 THE AMERICAN TRAFFIC SAFETY SERVICES ASSOCIATION (ATSSA) "QUALITY GUIDELINES FOR WORK ZONE TRAFFIC CONTROL DEVICES" SHALL BE USED AS A VISUAL GUIDE FOR DETERMINING IF A TRAFFIC CONTROL DEVICE/OR SIGN 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 DEVICE FACE. THE LETTERS AND NUMBERS SHALL BE A NON -REFLECTIVE COLOR AND NOT OVER 15 SQUARE INCHES IN TOTAL AREA. PARTICULAR ATTENTION SHOULD BE GIVEN TO MAINTAINING THE CHANNELIZING DEVICES TO KEEP THEM CLEAN, VISIBLE, AND PROPERLY POSITIONED. DEVICES SHALL BE REPLACED THAT ARE DAMAGED AND/OR HAVE LOST A SIGNIFICANT AMOUNT OF THEIR RETROREFLECTIVITY AND EFFECTIVENESS. REFLECTORIZED PLASTIC DRUMS RETROREFLECTIVE WHI' RETROREFLECTIVE WHITE DESIGN 18" MIN. RETROREFLECTIVE FLUORESCENT ORANGE OPTIONAL RETROREFLECTIVE FLUORESCENT ORANGE REFLECTORIZED PLASTIC DRUMS USED FOR TRAFFIC WARNING OR CHANNELIZATION SHALL BE CONSTRUCTED OF LIGHTWEIGHT, FLEXIBLE, AND DEFORMABLE MATERIALS AND BE A MINIMUM OF 36 INCHES IN HEIGHT AND HAVE A MINIMUM WIDTH OF AT LEAST A 18 INCHES, REGARDLESS OF ORIENTATION. THE PREDOMINANT COLOR OF THE DRUM SHALL BE ORANGE. METAL DRUMS SHALL NOT BE USED. THE MARKINGS ON DRUMS SHALL BE HORIZONTAL, SHALL BE CIRCUMFERENTIAL, AND SHALL DISPLAY FOUR 6 INCH WIDE BANDS OF RETROREFLECTIVE SHEETING, ALTERNATING FLUORESCENT ORANGE -WHITE -FLUORESCENT ORANGE -WHITE, DRUMS SHALL HAVE CLOSED TOPS THAT WILL NOT ALLOW COLLECTION OF CONSTRUCTION OR OTHER DEBRIS. ►_1�l��il_r�i�P► DRUMS ARE MOST COMMONLY USED TO CHANNELIZE OR DELINEATE TRAFFIC FLOW BUT MAY ALSO BE USED INDIVIDUALLY OR IN GROUPS TO MARK SPECIFIC LOCATIONS. DRUMS ARE HIGHLY VISIBLE AND HAVE GOOD TARGET VALUE; THEY GIVE THE APPEARANCE OF BEING FORMIDABLE OBSTACLES AND, THEREFORE, COMMAND THE RESPECT OF ROAD USERS. BALLAST SHALL NOT BE PLACED ON TOP OF THE DRUM. DRUMS SHOULD NOT BE WEIGHTED WITH SAND, WATER, OR ANY MATERIAL. 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 IV TYPE IV 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 TYPE II BARRICADE BALLAST SHALL NOT BE PLACED OVER ANY REFLECTIVE DEVICE kLLAST I7 DESIGN A BARRICADE IS A PORTABLE OR FIXED DEVICE HAVING TWO OR THREE RAILS WITH APPROPRIATE MARKINGS. IT IS USED TO CONTROL ROAD USERS 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 ROAD USERS ARE TO PASS. THE STRIPES SHALL BE 6 INCHES WIDE. THE MINIMUM RAIL LENGTH FOR A TYPE II BARRICADE IS 36 INCHES. WHERE BARRICADES EXTEND ENTIRELY ACROSS A ROADWAY, THE STRIPES SHOULD SLOPE DOWNWARD IN THE DIRECTION TOWARD WHICH ROAD USERS 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 ROAD USER, AND IN A MANNER THAT PROVIDES A STABLE SUPPORT THAT IS NOT EASILY BLOWN OVER OR DISPLACED. 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. THE BARRICADE OWNERS NAME, NOT TO EXCEED 15 SQUARE INCHES SHALL BE SHOWN ON THE BARRICADE BACK OR SUPPORT BUT NOT ON ITS FACE. WHEN LATERAL SPACE IS LIMITED, SOME TYPE III BARRICADES WITH A 4 FOOT LENGTH OF RAIL, MAY BE ALLOWED WHEN APPROVED BY THE ENGINEER. APPLICATION TYPE II BARRICADES ARE INTENDED FOR USE IN SITUATIONS WHERE TRAFFIC IS MAINTAINED THROUGH THE TEMPORARY TRAFFIC CONTROL ZONE. THEY MAY BE USED INDIVIDUALLY OR IN GROUPS TO MARK A SPECIFIC CONDITION, OR THEY MAY BE USED IN A SERIES FOR CHANNELIZING TRAFFIC. ON THE INTERSTATE, FREEWAY AND EXPRESSWAY SYSTEM, TYPE II BARRICADES SHALL NOT BE USED FOR CHANNELIZATION. TYPE III BARRICADES USED AT A ROAD CLOSURE MAY EXTEND COMPLETELY ACROSS A ROADWAY 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 WHO SHALL PROVIDE 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 BARRICADES MAY 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 WORK 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. CONES WHITERETROREFLECTIVE WHITE z 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 NIGHTTIME 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 4 INCHES FROM THE TOP OF THE CONE, AND AN ADDITIONAL 4 INCH WIDE WHITE BAND A MINIMUM OF 2 INCHES BELOW THE 6 INCH BAND. ►_1aaatoy_&Ito]► 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 FOR LANE CLOSURE TAPERS OR SHIFTS, CONES SMALLER THAN 42 INCHES 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 INADVERTENTLY STRUCK. 42 INCH CONES RETROREFLECTIVE FLUORESCENT ORANGE RETROREFLECTIVE WHITE 30 LB BASE 21/4" MAX. HEIGHT DESIGN 42 INCH CONES SHALL INCLUDE A 30 POUND RUBBER BASE AND DISPLAY FOUR 6 INCH WIDE BANDS OF RETROFEFLECTIVE SHEETING, ALTERNATING FLUORESCENT ORANGE-WHITE- FLOURESCENT ORANGE -WHITE. APPLICATION WHEN APPROVED BY THE ENGINEER OR SHOWN IN THE PLANS, 42 INCH REFLECTIVE CONES MAY BE USED IN LIEU OF TYPE II BARRICADES OR REFLECTORIZED DRUMS. 42 INCH CONES SHALL NOT BE USED FOR LANE -CLOSURE TAPERS OR SHIFTS. IF A RECTANGULAR BASE IS USED, THE LONG SIDE OF THE BASE SHOULD BE ORIENTED PARALLEL TO THE DIRECTION OF TRAFFIC. TUBULAR POST AND CURB SYSTEM RETROREFLECTIVE BANDS DESIGN 36" - 42" CURB UNIT 2" - 4" TUBULAR POSTS USED IN THE SYSTEM SHALL BE 36 INCHES HIGH AND A MINIMUM OF 2 INCHES WIDE WHEN FACING TRAFFIC. THE TUBULAR POST AND CURB SYSTEM SHALL BE MADE OF A MATERIAL THAT CAN BE STRUCK WITHOUT DAMAGING IMPACTING VEHICLES. THE COLOR SHALL BE AS SHOWN IN THE PLANS. THE TUBULAR POSTS SHALL BE RETROREFLECTIVE. RETROREFLECTION OF TUBULAR POSTS SHALL BE PROVIDED BY TWO 3 -INCH WIDE RETROREFLECTIVE BANDS PLACED A MAXIMUM OF 2 INCHES FROM THE TOP WITH A MAXIMUM OF 6 INCHES BETWEEN THE BANDS. EACH CURB SECTION SHALL CONTAIN ONE RETROREFLECTIVE MARKER FACING EACH DIRECTION OF TRAFFIC. THE COLOR OF THE RETROREFLECTIVE BANDS AND MARKERS SHALL MATCH THE POST/CURB COLOR. THE CURB SECTIONS SHALL BE CONFIGURED TO ALLOW FOR DRAINAGE FROM THE PAVEMENT SURFACE. APPLICATION TUBULAR POST AND CURB SYSTEMS MAY BE USED TO DIVIDE OPPOSING LANES OF TRAFFIC OR TO DIVIDE TRAFFIC LANES WHEN TWO OR MORE LANES ARE KEPT OPEN IN THE SAME DIRECTION. FASTENING THE CURBS TO THE PAVEMENT WITH ANCHOR BOLTS OR OTHER SUITABLE METHODS AS DIRECTED BY THE MANUFACTURER IS REQUIRED TO MINIMIZE THE CHANCE OF BEING MOVED BY TRAFFIC. TUBULAR POST AND CURB SYSTEMS SHALL BE INSTALLED IN THE LOCATIONS SHOWN IN THE PLANS OR DIRECTED BY THE ENGINEER. VERTICAL PANELS DESIGN ROAI RETROREFLECTIVE MATERIAL ON VERTICAL PANELS SHALL BE 12 INCHES WIDE AND AT LEAST 24 INCHES HIGH. THEY SHALL HAVE ALTERNATING ORANGE AND WHITE STRIPES, WHERE THE HEIGHT OF THE RETROREFLECTIVE MATERIAL ON THE VERTICAL PANEL IS MORE THAN 36 INCHES, A PANEL STRIPE WIDTH OF 6 INCHES SHALL BE USED. WHERE THE HEIGHT OF THE RETROREFLECTIVE MATERIAL ON THE VERTICAL PANEL IS 36 INCHES OR LESS, A PANEL STRIPE WIDTH OF 4 INCHES SHALL 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 RETRO REFLECTORIZED STRIPES SLOPING DOWNWARD AT AN ANGLE OF 45 DEGREES IN THE DIRECTION TRAFFIC IS TO PASS. POST MOUNTED VERTICAL PANELS SHALL BE MOUNTED WITH THE BOTTOM A MINIMUM OF 1 FOOT ABOVE THE ROADWAY. VERTICAL PANELS ON A TEMPORARY STAND SHALL BE MOUNTED WITH THE BOTTOM A MAXIMUM OF 1 FOOT ABOVE THE ROADWAY. APPLICATION WHERE SPACE IS LIMITED VERTICAL PANELS MAY BE USED TO CHANNEL TRAFFIC, DIVIDE OPPOSING LANES OF TRAFFIC, DIVIDE TRAFFIC LANES OR REPLACE BARRICADES. WHEN APPROVED BY THE ENGINEER, VERTICAL PANELS MAY BE POST -MOUNTED ALONG THE SIDE OF THE ROADWAY. TUBULAR POSTS z 00 N RETROREFLECTIVE WHITE DESIGN TUBULAR POSTS SHALL BE PREDOMINANTLY ORANGE, NOT LESS THAN 28 INCHES HIGH, BE A MINIMUM OF 2 INCHES WIDE WHEN FACING TRAFFIC, AND MADE OF A MATERIAL THAT CAN BE STRUCK WITHOUT DAMAGING IMPACTING VEHICLES. TUBULAR POSTS SHALL BE RETROREFLECTIVE. RETROREFLECTION OF TUBULAR POSTS 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 POSTS 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 POSTS WILL NOT BE BLOWN OVER OR DISPLACED BY TRAFFIC BY EITHER AFFIXING THEM TO THE PAVEMENT WITH ANCHOR BOLTS OR ADHESIVE, IF A NONCYLINDRICAL DEVICE IS USED, IT SHALL BE ATTACHED TO THE PAVEMENT TO ENSURE THAT THE WIDTH FACING TRAFFIC MEETS THE MINIMUM REQUIREMENTS. TUBULAR POSTS SHOULD NOT BE USED FOR PEDESTRIAN CHANNELIZATION OR A PEDESTRIAN BARRIERS IN TEMPORARY TRAFFIC CONTROL ZONES ON OR ALONG SIDEWALKS. R6 JUN 14 2009 MUTCD UPDA TE R5 OCT 98 REVISE CHANNELIZATION DEVICES, TAPER R4 JAN 95 REWRITE REV. NO. DATE DESCRIPTION OF REVISION NEBRASKA DEPARTMENT OF ROADS STANDARD PLAN N0. 920-R6 TRAFFIC CONTROL, CONSTRUCTION AND MAINTENANCE ACCEPTED BY FHWA FOR USE ON THE NATIONAL HIGHWAY SYSTEM: Cpl CIVI[ �'��� JUNE 2014 DANIEL J. m DATE 1 WADDLE E-6289 3 ORIGINAL: OF NEB�pS� OCTOBER 1998 DATE z 0 N > 0 z w 0 r a 3 0 a 0 o: ti z N w 0 0 a) CIL E 0 U 0 M_ L 0 v aL) N N 0 N 0 U 0 m ui v v 0 N 0 0 0- 0 N C" .. v my —U L- N OPPOSING TRAFFIC LANE DIVIDERS i DESIGN a2 OPPOSING TRAFFIC LANE DIVIDERS SHALL BE A TWO SIDED UPRIGHT RETROREFLECTOR IZED ORANGE PANEL, WITH A WIDTH OF 12 INCHES AND A HEIGHT OF 18 INCHES. 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 4 INCHES. THE BASE SHALL BE ATTACHED TO THE EXISTING SURFACE BY EPDXY OR OTHER SUITABLE ADHESIVE, TO ENSURE THAT THE PANEL REMAINS FACING TRAFFIC. APPLICATION OPPOSING TRAFFIC LANE DIVIDERS ARE DELINEATION DEVICES USED AS CENTER LANE DIVIDERS TO SEPARATE OPPOSING TRAFFIC ON A TWO-LANE, TWO-WAY OPERATION. r Lo ;IX0I111:IWINIT, 1:8 I.[@]11 FLAGGER PADDLE i� 11 FLAGGERS TO STOP TRAFFIC TRAFFIC PROCEED 4 TO ALERT AND ♦, SLOW TRAFFIC EMERGENCY USE ONLY THE STOP/SLOW PADDLE SHALL HAVE AN OCTAGONAL SHAPE ON A RIGID HANDLE. STOP/SLOW PADDLES SHALL BE AT LEAST 18 INCHES WIDE WITH LETTERS AT LEAST 6 INCHES HIGH. IF THE STOP/SLOW PADDLE IS PLACED ON A RIGID STAFF, THE MINIMUM LENGTH OF THE STAFF, MEASURED FROM THE BOTTOM OF THE SIGN TO THE END OF THIS STAFF THAT RESTS ON THE GROUND, SHOULD BE 5 FEET. THE STOP/SLOW PADDLE SHOULD BE THE PRIMARY AND PREFERRED HAND -SIGNALING DEVICE BECAUSE THE STOP/SLOW PADDLE GIVES ROAD USERS MORE POSITIVE GUIDANCE THAN RED FLAGS. USE OF FLAGS SHOULD BE LIMITED TO EMERGENCY SITUATIONS. FLAGGERS A FLAGGER MUST BE DRESSED FOR SAFETY. IN ADDITION TO THE REQUIREMENTS OF THE "WORKER VISIBILITY" SECTION LISTED BELOW, FLAGGERS SHALL WEAR: 1. AN ORANGE OR YELLOW/GREEN CAP OR HARD HAT. 2. A SHIRT WITH SLEEVES, PANTS AND SHOES (TANK TOPS, SHORTS OR SANDALS SHALL NOT BE WORN). FLAGGERS SHALL BE INSTRUCTED IN THE PROPER LOCATION, DUTIES AND PROCEDURES FOR FLAGGING 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. WORKER VISIBILITY ALL WORKERS WITHIN THE RIGHT-OF-WAY WHO ARE EXPOSED EITHER TO TRAFFIC (VEHICLES USING THE HIGHWAY FOR PURPOSES OF TRAVEL) OR TO CONSTRUCTION EQUIPMENT WITHIN THE WORK AREA SHALL WEAR HIGH -VISIBILITY SAFETY APPAREL. HIGH -VISIBILITY SAFETY APPAREL IS DEFINED TO MEAN PERSONAL PROTECTIVE SAFETY CLOTHING THAT; 1. IS INTENDED TO PROVIDE CONSPICUITY DURING BOTH DAYTIME AND NIGHTTIME USAGE, AND 2. MEETS THE PERFORMANCE CLASS 2 OR CLASS 3 REQUIREMENTS OF THE ANSI/ISEA 107-2004 PUBLICATION ENTITLED "AMERICAN NATIONAL STANDARDS FOR HIGH - VISIBILITY SAFETY APPAREL AND HEADWEAR" 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 BARRICADES, 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 "A" HIGH INTENSITY FLASHING WARNING LIGHTS ARE NORMALLY MOUNTED ON THE TYPE III BARRICADE THAT ACCOMPANIES THE ADVANCE WARNING SIGNS. 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. WHEN USED TO SUPPLEMENT CHANNELIZATION, THE MAXIMUM SPACING FOR WARNING LIGHTS SHOULD BE IDENTICAL TO THE CHANNELIZING DEVICE SPACING REQUIREMENTS. WHEN USED TO DELINEATE A CURVE, TYPE "C" WARNING LIGHTS SHOULD ONLY BE USED ON DEVICES ON THE OUTSIDE OF THE CURVE, AND NOT ON THE INSIDE OF THE CURVE. FLASHING ARROW PANEL (DISPLAY) AN ARROW PANEL IS A SIGN WITH A MATRIX OF ELEMENTS, CAPABLE OF EITHER FLASHING OR SEQUENTIAL DISPLAYS. THIS SIGN SHALL PROVIDE ADDITIONAL WARNING AND DIRECTIONAL INFORMATION TO ASSIST IN MERGING AND CONTROLLING ROAD USERS THROUGH OR AROUND A TEMPORARY TRAFFIC CONTROL ZONE. AN ARROW PANEL SHOULD BE USED IN COMBINATION WITH APPROPRIATE SIGNS, CHANNELIZING DEVICES 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 NON -REFLECTIVE BLACK. THE PANEL SHALL BE MOUNTED ON A VEHICLE, TRAILER OR OTHER SUITABLE SUPPORT. MINIMUM MOUNTING HEIGHT MEASURED VERTICALLY FROM THE BOTTOM OF THE PANEL TO THE ROADWAY BELOW IT OR TO THE ELEVATION OF THE NEAR EDGE OF THE ROADWAY. SHALL BE 7 FEET EXCEPT ON VEHICLE -MOUNTED PANELS, WHICH SHOULD BE AS HIGH AS PRACTICAL. THE FOLLOWING SELECTIONS SHALL BE PROVIDED ON THE ARROW PANEL OPERATING MODE PANEL DISPLAY L MINIMUM • ••••{ •i FLASHING ARROW • o • 0 • o • o • o • o 00 as so 06 00 so 205 • o • o • o FLASHING DOUBLE ARROW •'�••�• 450 495 540 ••••••• OR • • OR THE FOLLOWING SELECTIONS SHALL BE PROVIDED ON THE ARROW PANEL OPERATING MODE PANEL DISPLAY L MINIMUM • ••••{ •i FLASHING ARROW SHOULDER TAPER 1/3 L MINIMUM RIGHT SHOWN; LEFT OPPOSITE 100 FEET MAXIMUM 115 SEQUENTIAL ARROW 30 150 RIGHT SHOWN; LEFT OPPOSITE 180 00 as so 06 00 so 205 225 SEQUENTIAL CHEVRON 40 270 RIGHT SHOWN; LEFT OPPOSITE FLASHING DOUBLE ARROW •'�••�• 450 495 540 ••••••• OR • • OR 500 FLASHING FLASHING FLASHING OR ALTERNATING LINE CORNERS CAUTION 605 660 60 600 ALTERNATING DIAMOND CAUTION THE ARROW PANEL SHALL HAVE A MINIMUM 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 MODE SHALL ONLY BE USED FOR STATIONARY OR MOVING LANE CLOSURES. FOR SHOULDER WORK BLOCKING THE SHOULDER, FOR ROADSIDE WORK NEAR THE SHOULDER, OR FOR TEMPORARILY CLOSING ONE LANE ON A TWO-LANE, TWO-WAY ROADWAY, AN ARROW PANEL SHALL BE USED ONLY IN THE CAUTION MODE. AN ARROW DISPLAY MODE 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 TO LATERALLY SHIFT TRAFFIC. TEMPORARY RUMBLE STRIPS EACH SECTION SHALL CONSIST EDGE OF TRAVELED LANE OF 10 SEGMENTS. 6 9411 0 3 w z a J N OF ROADWAY IE 23' DESIGN TEMPORARY RUMBLE STRIPS MAY BE MADE OF ASPHALT PAVING MATERIAL, EPDXY AND AGGREGATE OR OTHER SUITABLE MATERIAL WHICH WILL MAINTAIN A DESIRABLE RUMBLE EFFECT. THE TEMPORARY RUMBLE STRIP SHOULD HAVE AN INSTALLED HEIGHT OF %". PREFORMED RUMBLE STRIPS MAY BE USED PROVIDED THEY HAVE A MINIMUM /z' HEIGHT. 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. IF, AFTER THE SIGNAL ASSEMBLIES ARE ERECTED AND THE ROAD IS OPEN TO PUBLIC TRAVEL, THE SIGNAL SYSTEM IS NOT PUT IMMEDIATELY INTO OPERATION, THE SIGNAL FACES SHALL BE COVERED WITH BURLAP OR OTHER OPAQUE MATERIAL SUBJECT TO THE APPROVAL OF THE ENGINEER, INOPERATIVE SIGNALS ON ROADS OPEN TO THE PUBLIC SHALL ALWAYS BE COVERED. TILTING THE SIGNALS UPWARD IS NOT AN ACCEPTABLE ALTERNATIVE TO COVERING THE HEADS. FLOODLIGHTS WHEN NIGHTTIME WORK IS REQUIRED, FLOODLIGHTS SHALL BE USED TO ILLUMINATE FLAGGER STATIONS. FLOODLIGHTS SHOULD BE USED TO ILLUMINATE 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. TAPERS TAPERS ARE CREATED USING A SERIES OF CHANNELIZING DEVICES OR PAVEMENT MARKINGS 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 INTO COMMON ROAD SPACE. THE TAPER SHOULD BE LONG ENOUGH TO ENABLE MERGING DRIVERS TO HAVE ADEQUATE ADVANCE WARNING AND SUFFICIENT LENGTH TO ADJUST THEIR SPEEDS AND MERGE INTO A SINGLE LANE BEFORE THE DOWNSTREAM 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 WHERE SHOULDERS ARE PART OF THE ACTIVITY AREA AND ARE CLOSED, OR WHEN IMPROVED SHOULDERS MIGHT BE MISTAKEN AS A DRIVING LANE IN THESE INSTANCES, THE SAME TYPE, BUT ABBREVIATED, CLOSURE PROCEDURES USED ON A NORMAL PORTION OF THE ROADWAY CAN BE USED. 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 OR 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 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 MINIMUM LENGTH OF 50 FEET AND A MAXIMUM LENGTH OF 100 FEET WITH CHANNELZING DEVICES AT APPROXIMATELY 20 FOOT SPACINGS SHOULD BE USED TO GUIDE TRAFFIC INTO THE ONE -LANE -SECTION AND A DOWNSTREAM TAPER WITH A LENGTH OF APPROXIMATELY 100 FEET SHOULD BE USED TO GUIDE TRAFFIC BACK INTO THEIR ORIGINAL LANE. 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 L -W2 -60 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) LANE WIDTH S 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 1 600 55 550 605 660 60 600 660 720 65 650 715 780 75 750 825 900 R6 I JUN 141 2009 MUTCD UPDA TE R5 OCT 98 REVISE CHANNELIZATION DEVICES, TAPER R4 JAN 95 REWRITE REV. NO. DATE DESCRIPTION OF REVISION NEBRASKA DEPARTMENT OF ROADS STANDARD PLAN N0. 920—R6 TRAFFIC CONTROL, CONSTRUCTION AND MAINTENANCE ACCEPTED BY FHWA FOR USE ON THE NATIONAL HIGHWAY SYSTEM: Cpl CIVI[ JUNE 2014 DANIEL J.DATE m 2 WADDLE � E-6289 3 ORIGINAL: OF NEB�pS� It OCTOBER 1998 DATE z 0 N 0 z Ld w 0 r a 3 D 0 0 ti v z V, N w 0 L N OL E O 0 0 M_ L 0 v L N N 0 N F- 0 0 m ui v 0 (D 0 a)o 0 0- 0 •• N (yl .. v my - U L- N ROADSIDE SIGNS HEIGHT AND LATERAL LOCATION OF SIGNS RURAL AREA URBAN AREA TYPICAL FIRST SIGN AT CONSTRUCTION SITE WITH TYPE "A" FLASHING WARNING LIGHT MOUNTED ABOVE TYPE III BARRICADE FT. TO 12 FT. WITH SPEED ADVISORY PLATE w oz zaui w wa a 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 MIN. 1 FT. ABOVE PAVEMENT 500 FT PORTABLE AND TEMPORARY MOUNTING TYPE III BARRICADE WITH CHEVRONS TYPE II BARRICADE WITH PLASTIC DRUM WITH DETOUR ARROW OR SIGN CHEVRON OR SIGN TEMPORARY SIGN SUPPORTS ALL "TEMPORARY SIGN' SUPPORTS (BASES) SHALL BE NCHRP 350 OR MASH (TL -3) APPROVED. "TEMPORARY SIGNS" ARE ALL TEMPORARILY MOUNTED WORK ZONE SIGNS THAT ARE NOT POST MOUNTED IN THE GROUND AT THE TYPICAL 5 FOOT MOUNTING HEIGHT. TEMPORARY SIGNS ARE CONSIDERED NCHRP 350 OR MASH CATEGORY 2 DEVICES AND ARE MOUNTED ON TEMPORARY SIGN STANDS. TEMPORARY SIGNS SHALL BE MOUNTED A MINIMUM OF 1 FOOT ABOVE THE GROUND, UNLESS OTHERWISE REQUIRED TO BE MOUNTED AT A HIGHER HEIGHT. TEMPORARY SIGNS AND THEIR SUPPORTS SHALL NOT BE IN PLACE LONGER THAN 3 DAYS. ANY SIGN THAT IS TO BE IN PLACE LONGER THAN 3 DAYS SHALL BE POST MOUNTED OR MOUNTED TO A DRUM, BARRICADE, OR BARRIER, AS REQUIRED BY THE PLANS OR SPECIFICATIONS. PORTABLE DYNAMIC MESSAGE SIGN DELINEATION IN MEDIAN 3'-0" MIN. L ON SHOULDER OFF SHOULDER OUTSIDE CLEAR ZONE PORTABLE DYNAMIC MESSAGE SIGNS (PDMS) THE PLACEMENT OF PDMS SHOULD BE IN THE FOLLOWING ORDER: WHENEVER POSSIBLE, PDMS SHOULD BE PLACED OFF OF ANY USABLE PORTION OF THE ROADWAY ON THE RIGHT SIDE OF THE ROADWAY. WHEN PLACED OUTSIDE THE CLEAR ZONE OR BEHIND GUARDRAIL OR CONCRETE PROTECTION BARRIERS, DELINEATION IS NOT REQUIRED. WHERE FIELD CONDITIONS DO NOT ALLOW FOR THIS PLACEMENT, THE SIGNS MAY BE LOCATED ON THE OUTSIDE SHOULDER OF THE ROADWAY OR WITHIN THE MEDIAN. A. A MINIMUM CLEARANCE OF 3 FEET MEASURED HORIZONTALLY FROM THE EDGE OF THE SIGN TO THE EDGE OF THE TRAVELED WAY IS RECOMMENDED. B. THE PDMS SHOULD HAVE A MINIMUM MOUNTED HEIGHT OF 7 FEET ON FREEWAYS, EXPRESSWAYS AND IN URBAN AREAS. C. ALL OTHER RURAL APPLICATIONS SHOULD HAVE A MINIMUM HEIGHT OF 5 FEET. THESE HEIGHTS ARE MEASURED VERTICALLY FROM THE BOTTOM OF THE SIGN TO THE ELEVATION OF THE NEAR EDGE OF THE PAVEMENT. REFLECTORIZED PLASTIC DRUMS SHOULD BE USED TO DELINEATE EACH SIGN USING A 1/3 L TAPER. THESE DRUMS SHOULD BE POSITIONED ON THE UPSTREAM END OF THE SIGN TO FORM A TAPER LEADING UP TO THE TRAFFIC SIDE OF THE SIGN. FOR A SIGN LOCATED IN THE MEDIAN, THE SIGN SHOULD BE DELINEATED WITH A 42 INCH CONE ON ALL FOUR CORNERS. WHEN DEPLOYED, THE SIGN SHALL BE SIGHTED AND ALIGNED WITH APPROACHING TRAFFIC TO ENSURE VISIBILITY OF THE MESSAGE. IF MULTIPLE SIGNS ARE USED, THE SIGNS SHOULD BE LOCATED ON THE SAME SIDE OF THE ROAD AND SEPARATED ACCORDING TO PROPER SIGN SPACING. WHEN PRACTICAL, PDMS SHOULD NOT BE USED TO REPLACE STATIC SIGNS FOR LONG TERM USAGE (OVER 10 DAYS). WHEN PDMS ARE TO BE DEPLOYED FOR LONG PERIODS, SUCH AS INCIDENT MANAGEMENT ROLES, CONCRETE PADS WITH APPROPRIATE TIE DOWNS SHOULD BE CONSTRUCTED FOR THEIR PLACEMENT. PDMS NOT ACTIVELY BEING USED IN A CONSTRUCTION OR INCIDENT MANAGEMENT ROLE SHOULD BE REMOVED. REFER TO NDOR "DMS GUIDELINES" FOR PROPER PDMS MESSAGE INFORMATION. NOTES 1. ALL TRAFFIC CONTROL DEVICES SHALL MEET THE APPLICABLE STANDARDS AND SPECIFICATIONS PRESCRIBED IN PART 6 OF THE LATEST ADOPTED EDITION OF THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, (MUTCD)" AND THE STATE OF NEBRASKA SUPPLEMENT TO THE MUTCD. ALL TRAFFIC CONTROL DEVICES SHALL BE CRASHWORTHY AND QUALIFY AS SUCH ACCORDING TO THE TESTING AND ACCEPTANCE GUIDELINES OF THE NATIONAL COOPERATIVE HIGHWAY RESEARCH PROGRAM (NCHRP) REPORT 350 OR MANUAL FOR ASSESSING SAFETY HARDWARE (MASH). 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 LOCATION OF ANY OF THE DEVICES SHOWN IN THESE PLANS. WORK ZONE SPEED LIMIT NOTES A. WORK ZONE SPEED LIMITS SHALL NOT BE INSTALLED WITHOUT A SPEED ZONE AUTHORIZATION COMPLETED BY THE DEPARTMENT. B. REDUCED SPEED LIMITS SHOULD BE USED ONLY IN THE SPECIFIC PORTION OF THE WORK ZONE WHERE CONDITIONS OR RESTRICTIVE FEATURES ARE PRESENT. HOWEVER, FREQUENT CHANGES IN THE SPEED LIMIT SHOULD BE AVOIDED. THE REDUCTION OF SPEED SHOULD BE DESIGNED SO VEHICLES CAN SAFELY TRAVEL THROUGH THE WORK ZONE WITH A SPEED LIMIT REDUCTION OF NO MORE THAN 10 MPH UNLESS OTHERWISE NOTED IN THE PLANS. C. WORK ZONE SPEED LIMITS SHOWN ARE TYPICAL APPLICATIONS ONLY AND ARE NOT TO BE ASSUMED AS THE SPEED LIMITS REQUIRED FOR THE WORK. D. EXISTING SPEED LIMIT SIGNS SHALL BE REMOVED OR COVERED WHEN A REDUCED WORK ZONE SPEED LIMIT IS IN EFFECT IN THE SAME AREA. E. WORK ZONE SPEED LIMIT SIGNS SHALL BE INSTALLED EVERY MILE THROUGH THE WORK AREA WHEN SPEED ZONE IS REDUCED. F. A SPEED LIMIT SIGN ENDING THE REDUCED SPEED ZONE SHALL BE INSTALLED AT THE END OF EACH ZONE. G. DOUBLE FINES AND REDUCED SPEED ZONE SIGNING ARE NOT REQUIRED FOR SHORT -DURATION WORK LESS THAN 12 HOURS. TAPER FORMULA LEGEND L - S x W FOR SPEEDS OF 45 MPH OR MORE TYPE III BARRICADE L - 6U 2 FOR SPEEDS OF 40 MPH OR LESS. REFLECTORIZED PLASTIC DRUM WHERE: L - MINIMUM LENGTH OF TAPER. S - NUMERICAL VALUE OF POSTED SPEED LIMIT PRIOR TO WORK. W - WIDTH OF OFFSET (LANE WIDTH). 0 REFLECTORIZED PLASTIC DRUM OR 42" CONE ® PORTABLE DYNAMIC MESSAGE SIGN R6 JUN 14 1 2009 MUTCD UPDA TE R5 OCT 98 REVISE CHANNELIZATION DEVICES, TAPER R4 JAN 95 REWRITE REV. NO. DATE DESCRIPTION OF REVISION NEBRASKA DEPARTMENT OF ROADS STANDARD PLAN N0. 920-R6 TRAFFIC CONTROL, CONSTRUCTION AND MAINTENANCE ACCEPTED BY FHWA FOR USE ON THE NATIONAL HIGHWAY SYSTEM: jJ. JUNE 2014 DATEORIGINAL: OCTOBER 1998 DATE 6 FT. FlOOF PAVEDZ SHOULDER w Nr WITH SPEED ADVISORY PLATE w oz zaui w wa a 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 MIN. 1 FT. ABOVE PAVEMENT 500 FT PORTABLE AND TEMPORARY MOUNTING TYPE III BARRICADE WITH CHEVRONS TYPE II BARRICADE WITH PLASTIC DRUM WITH DETOUR ARROW OR SIGN CHEVRON OR SIGN TEMPORARY SIGN SUPPORTS ALL "TEMPORARY SIGN' SUPPORTS (BASES) SHALL BE NCHRP 350 OR MASH (TL -3) APPROVED. "TEMPORARY SIGNS" ARE ALL TEMPORARILY MOUNTED WORK ZONE SIGNS THAT ARE NOT POST MOUNTED IN THE GROUND AT THE TYPICAL 5 FOOT MOUNTING HEIGHT. TEMPORARY SIGNS ARE CONSIDERED NCHRP 350 OR MASH CATEGORY 2 DEVICES AND ARE MOUNTED ON TEMPORARY SIGN STANDS. TEMPORARY SIGNS SHALL BE MOUNTED A MINIMUM OF 1 FOOT ABOVE THE GROUND, UNLESS OTHERWISE REQUIRED TO BE MOUNTED AT A HIGHER HEIGHT. TEMPORARY SIGNS AND THEIR SUPPORTS SHALL NOT BE IN PLACE LONGER THAN 3 DAYS. ANY SIGN THAT IS TO BE IN PLACE LONGER THAN 3 DAYS SHALL BE POST MOUNTED OR MOUNTED TO A DRUM, BARRICADE, OR BARRIER, AS REQUIRED BY THE PLANS OR SPECIFICATIONS. PORTABLE DYNAMIC MESSAGE SIGN DELINEATION IN MEDIAN 3'-0" MIN. L ON SHOULDER OFF SHOULDER OUTSIDE CLEAR ZONE PORTABLE DYNAMIC MESSAGE SIGNS (PDMS) THE PLACEMENT OF PDMS SHOULD BE IN THE FOLLOWING ORDER: WHENEVER POSSIBLE, PDMS SHOULD BE PLACED OFF OF ANY USABLE PORTION OF THE ROADWAY ON THE RIGHT SIDE OF THE ROADWAY. WHEN PLACED OUTSIDE THE CLEAR ZONE OR BEHIND GUARDRAIL OR CONCRETE PROTECTION BARRIERS, DELINEATION IS NOT REQUIRED. WHERE FIELD CONDITIONS DO NOT ALLOW FOR THIS PLACEMENT, THE SIGNS MAY BE LOCATED ON THE OUTSIDE SHOULDER OF THE ROADWAY OR WITHIN THE MEDIAN. A. A MINIMUM CLEARANCE OF 3 FEET MEASURED HORIZONTALLY FROM THE EDGE OF THE SIGN TO THE EDGE OF THE TRAVELED WAY IS RECOMMENDED. B. THE PDMS SHOULD HAVE A MINIMUM MOUNTED HEIGHT OF 7 FEET ON FREEWAYS, EXPRESSWAYS AND IN URBAN AREAS. C. ALL OTHER RURAL APPLICATIONS SHOULD HAVE A MINIMUM HEIGHT OF 5 FEET. THESE HEIGHTS ARE MEASURED VERTICALLY FROM THE BOTTOM OF THE SIGN TO THE ELEVATION OF THE NEAR EDGE OF THE PAVEMENT. REFLECTORIZED PLASTIC DRUMS SHOULD BE USED TO DELINEATE EACH SIGN USING A 1/3 L TAPER. THESE DRUMS SHOULD BE POSITIONED ON THE UPSTREAM END OF THE SIGN TO FORM A TAPER LEADING UP TO THE TRAFFIC SIDE OF THE SIGN. FOR A SIGN LOCATED IN THE MEDIAN, THE SIGN SHOULD BE DELINEATED WITH A 42 INCH CONE ON ALL FOUR CORNERS. WHEN DEPLOYED, THE SIGN SHALL BE SIGHTED AND ALIGNED WITH APPROACHING TRAFFIC TO ENSURE VISIBILITY OF THE MESSAGE. IF MULTIPLE SIGNS ARE USED, THE SIGNS SHOULD BE LOCATED ON THE SAME SIDE OF THE ROAD AND SEPARATED ACCORDING TO PROPER SIGN SPACING. WHEN PRACTICAL, PDMS SHOULD NOT BE USED TO REPLACE STATIC SIGNS FOR LONG TERM USAGE (OVER 10 DAYS). WHEN PDMS ARE TO BE DEPLOYED FOR LONG PERIODS, SUCH AS INCIDENT MANAGEMENT ROLES, CONCRETE PADS WITH APPROPRIATE TIE DOWNS SHOULD BE CONSTRUCTED FOR THEIR PLACEMENT. PDMS NOT ACTIVELY BEING USED IN A CONSTRUCTION OR INCIDENT MANAGEMENT ROLE SHOULD BE REMOVED. REFER TO NDOR "DMS GUIDELINES" FOR PROPER PDMS MESSAGE INFORMATION. NOTES 1. ALL TRAFFIC CONTROL DEVICES SHALL MEET THE APPLICABLE STANDARDS AND SPECIFICATIONS PRESCRIBED IN PART 6 OF THE LATEST ADOPTED EDITION OF THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, (MUTCD)" AND THE STATE OF NEBRASKA SUPPLEMENT TO THE MUTCD. ALL TRAFFIC CONTROL DEVICES SHALL BE CRASHWORTHY AND QUALIFY AS SUCH ACCORDING TO THE TESTING AND ACCEPTANCE GUIDELINES OF THE NATIONAL COOPERATIVE HIGHWAY RESEARCH PROGRAM (NCHRP) REPORT 350 OR MANUAL FOR ASSESSING SAFETY HARDWARE (MASH). 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 LOCATION OF ANY OF THE DEVICES SHOWN IN THESE PLANS. WORK ZONE SPEED LIMIT NOTES A. WORK ZONE SPEED LIMITS SHALL NOT BE INSTALLED WITHOUT A SPEED ZONE AUTHORIZATION COMPLETED BY THE DEPARTMENT. B. REDUCED SPEED LIMITS SHOULD BE USED ONLY IN THE SPECIFIC PORTION OF THE WORK ZONE WHERE CONDITIONS OR RESTRICTIVE FEATURES ARE PRESENT. HOWEVER, FREQUENT CHANGES IN THE SPEED LIMIT SHOULD BE AVOIDED. THE REDUCTION OF SPEED SHOULD BE DESIGNED SO VEHICLES CAN SAFELY TRAVEL THROUGH THE WORK ZONE WITH A SPEED LIMIT REDUCTION OF NO MORE THAN 10 MPH UNLESS OTHERWISE NOTED IN THE PLANS. C. WORK ZONE SPEED LIMITS SHOWN ARE TYPICAL APPLICATIONS ONLY AND ARE NOT TO BE ASSUMED AS THE SPEED LIMITS REQUIRED FOR THE WORK. D. EXISTING SPEED LIMIT SIGNS SHALL BE REMOVED OR COVERED WHEN A REDUCED WORK ZONE SPEED LIMIT IS IN EFFECT IN THE SAME AREA. E. WORK ZONE SPEED LIMIT SIGNS SHALL BE INSTALLED EVERY MILE THROUGH THE WORK AREA WHEN SPEED ZONE IS REDUCED. F. A SPEED LIMIT SIGN ENDING THE REDUCED SPEED ZONE SHALL BE INSTALLED AT THE END OF EACH ZONE. G. DOUBLE FINES AND REDUCED SPEED ZONE SIGNING ARE NOT REQUIRED FOR SHORT -DURATION WORK LESS THAN 12 HOURS. TAPER FORMULA LEGEND L - S x W FOR SPEEDS OF 45 MPH OR MORE TYPE III BARRICADE L - 6U 2 FOR SPEEDS OF 40 MPH OR LESS. REFLECTORIZED PLASTIC DRUM WHERE: L - MINIMUM LENGTH OF TAPER. S - NUMERICAL VALUE OF POSTED SPEED LIMIT PRIOR TO WORK. W - WIDTH OF OFFSET (LANE WIDTH). 0 REFLECTORIZED PLASTIC DRUM OR 42" CONE ® PORTABLE DYNAMIC MESSAGE SIGN R6 JUN 14 1 2009 MUTCD UPDA TE R5 OCT 98 REVISE CHANNELIZATION DEVICES, TAPER R4 JAN 95 REWRITE REV. NO. DATE DESCRIPTION OF REVISION NEBRASKA DEPARTMENT OF ROADS STANDARD PLAN N0. 920-R6 TRAFFIC CONTROL, CONSTRUCTION AND MAINTENANCE ACCEPTED BY FHWA FOR USE ON THE NATIONAL HIGHWAY SYSTEM: jJ. JUNE 2014 DATEORIGINAL: OCTOBER 1998 DATE z 0 N D Z N w D r a 3 0 0 0 ti Q Z N W 0 Cr0 L 0 O OL E O U m 0 M_ L 0 v L Q) 0 ROAo WORK W20 -1A-48 A / q ONE LAN ROAD A AHEAD _ A W20 -4A-48 W20-7-48 OPTIONAL SINGLE FLAGGER OPERATION 20' SPACING W3-4-48 2S SPACING • • W20-7-48 ONE LAN A ROAD AHEAD A W20 -4A-48 A ROAD REPARED A WORK 0 STOP �� AHEAD W3-4-48 I W20 -1A-48 ONE LANE CLOSED WITH FLAGGER ROAD WORK AHEAD I W20 -1A-4\ a I ROAD / WORK AHEAD W20 -1A-48 10' MIN. ROAD END woaK � I ROAD WORK AHEAD W20-1A-4\artw s� 0 G20 -2B-48 0 A - AS NEEDED O ROAD • WORK AHEAD F J • • F • • R4-7-24 W20 -1A-48 10' MIN. ROAD 10' MIN. CLOSED I Rll-2-48 DETOUR , �/�11 R8-3-24 U AS REQUIRED TO PROHIBIT PARKING R8-3-24 AS REQUIRED TO • • ROHIBIT PARKING I J R4-7-24 • • 0 END ROAD WORK A TAeah yap \ O RoeO OR SHOULDE Drive Sam 0 WORK AHEAD WORK G20 -2B-48\ ROAD t WORK W20 -1A-48 W21-5-48 AHEAD W20 -1A-48 SHOULDER OR PARKING LANE CLOSED I _ END ROAD WORK • RoeO • TAew,t yos WORK Aiiw Ssh»y AHEAD G20 -2B-48 W20 -1A-48 A I/ k A I 1' N / O ROAD 0 WORK I < AHEAD 0 a W20 -1A-48 U • 0 I �• I• J + END 0v ROAD WORK • W4 -2R-48 rAomh ym I Driw SAcfegr G20 -2B-48 i \ A I W20-5RA-48 � I I A /AOAD WORK U A / AHEAD o t t 0 0 0 W20 -1A-48 - v.. LANE CLOSED NEAR INTERSECTION u -N (RIGHT LANE CLOSED) WORK IN CENTER OF ROAD WITH LOW TRAFFIC VOLUMES 0 J , "It'All ICE, I It W1-8 �• �1 1-sZ ••II OR J •I A W1 -4L-48 W1 -3L-48 • XX W13 -1P-24 XX W13 -1P-24 MPH MPH END 35 MPH 30 MH ROAD lm-ORK \ + ISI t AND ABOVE AND BELOW G20 -2B-48 I I A ROAD WORK W20 -1A-48 3 -LANE ROADWAY ONE LANE CLOSED SOUTH - - I a �It DETOUR T I SOUTH I a-- RDAD I WORK AHEAD I W20 -1A-48 ROAD CLOSED ROAD ROAD WORK WORK AxEAO AHEAD W20 -1A-48 W20 -1A-4 \ II A CDIfFA Lva= CLOSED \ AxEAD _ I I W9-3-48 A \ END ROAD WORK TAZAA J I •1 y" A'riw Smfs.y G20 -2B-48 0 J , "It'All ICE, I It W1-8 �• �1 1-sZ ••II OR J •I A W1 -4L-48 W1 -3L-48 • XX W13 -1P-24 XX W13 -1P-24 MPH MPH END 35 MPH 30 MH ROAD lm-ORK \ + ISI t AND ABOVE AND BELOW G20 -2B-48 I I A ROAD WORK W20 -1A-48 3 -LANE ROADWAY ONE LANE CLOSED SOUTH - - I a �It DETOUR T I SOUTH I a-- RDAD I WORK AHEAD I W20 -1A-48 ROAD CLOSED ROAD A WORK Rll-2-48 �� AxEAO 350- W20 -1A-48 ROAD CLOSED To THRU TRAFFIC Rll-4-60 I I ROAD CLOSED ROAD CLOSED TO DETOUR t ROAD THRU TRAFFIC WORK R11-2-48 I AHEAD Rll-4-60 M4 -10R-48 { W20 -1A-48 �••• - AS NEEDED - .k ) DETOUR I DETOUR I NORTH SOUTH DETOUR a NORTH A / I END I A DETOUR DETOUR ROAD WORK t / AHEAD NORTH TASArE yoz I a an4w S.� W20 -2A-48 2 G20 -2B-48 I A ROAD , CLOSED / HEAD W20 -3A-48 ROAD CLOSED AT DETOUR ROAD TYPE MINIMUM DISTANCE BETWEEN SIGNS A URBAN (LOW SPEED - 25 MPH TO 40 MPH) 100' URBAN (HIGH SPEED - 45 MPH OR HIGHER) 350- EFNIFA LVE CLOSED AXEAD W9-3-48 Dwlm LAK aoseo AHEAD W9-3-48 ROAD WORK / AHEAD W20 -1A-48 TWO-WAY LEFT TURN LANE CLOSED SPEED LIMIT XX FINES DOUBLE R2-1-24 R2-lWZ-24 i A T`^' / W3-5-48 A SPEEDING FINES DOUBLED WHEN WORKERS A PRESENT R41 -17B-48 \ ROAD WORK AHEAD W20 -1A-48 TYPICAL ADVANCED SIGNING W20 -3B-48 ROAD I o CLOSED Ln ROAD Rl l-2-48 I CLOSED 000 FT I o W20 -3C-48 DETOUR 0 I Lo WEST ROAD CLOSED X MILES AHEAD LOCAL TRAFFIC ONLY /a e , DETOUR ±200' R11 -3A-60 I- M4 -10L-48 DETOU 1500 F W20 -2D-48 I � � o \ DErouR o o I I 0oLn DETOUR ROAD Q CLOSED HEAD W20 -3A-48 ROAD CLOSED BEYOND DETOUR LEGEND --® FLASHING ARROW PANEL TYPE III BARRICADE • REFLECTORIZED PLASTIC DRUM ❑o TUBULAR POST O REFLECTORIZED PLASTIC DRUM OR 42" CONE T SINGLE POSTED SIGN DOUBLE POSTED SIGN ■--• FLAGGER xxxx PAVEMENT MARKING REMOVAL TAPER FORMULA L = S x W FOR SPEEDS OF 45 MPH OR MORE. L = 60 2 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). NOTES 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 S). SEE "TAPER FORMULA" TABLE FOR MORE INFORMATION. 7. FOR LANE CLOSURES OVER 72 HOURS, ALL CONFLICTING PAVEMENT MARKINGS SHALL BE REMOVED. ON ASPHALT SURFACES, DURABLE PAVEMENT MARKINGS MAY BE COVERED WITH APPROVED BLACK TEMPORARY PAVEMENT MARKING TAPE. 8. DESIGNATION OF SPEED SHOWN ON ADVISORY SPEED SIGNS W13 -1P SHALL BE DETERMINED BY THE ENGINEER IN ACCORDANCE WITH MUTCD. THE SPEED DESIGNATION SHALL BE AS HIGH AS PRACTICAL AND FEASIBLE. R 1 I JUN 14 12009 MUTCD UPDA TES REV. NO. DATE DESCRIPTION OF REVISION NEBRASKA DEPARTMENT OF ROADS STANDARD PLAN N0. 924-R1 URBAN TRAFFIC CONTROL PLAN ACCEPTED BY FHWA FOR USE ON THE NATIONAL HIGHWAY SYSTEM: �o*I,l CIV 4 �yh '��� JUNE 2014 o DANIEL J. DATE 1 Ix rn WADDLE E-6289 3 ORIGINAL: ��41F OF NEB�pS�! FEBRUARY 1, 2010 DATE z O N > im 0 z N w 0 r Q 3 0 Q 0 ti Q z 0 N w 0 O_ 0 L 0 7 a E O U i 0 M_ L 0 v L N 0 N I U O I m ui v 0 0 0) 0 0 0— c.. N C" my — U L� N RosO woRK AHEAD W20 -1A-4\ Q LEAT UNE —+� I I cLDseD AHEAD Q W20-5LA-48 Q I r:. I • • • W4 -2L-48 J • • • • END ROAD WORK •• T2uwE yaa Dive SAAa y G20 -2B-48 6 \ R3-2-24 (OPTIONAL) RDAD / k woRN AxEAO RI�T • W20 -1A-48 R4 -7B-24 I •• R3-2-24 (OPTIONAL) • • J I •� rl END • ROAD WORK 7haAF.t W4 -2L-48 IDriers Safes \ Q LEFT LANE CLOSED G20-213-48 AHEAD Q I f I t W20-5LA-48 Q ROAD AHEAD W20 -1A-48 4 LANE UNDIVIDED ROADWAY CENTER LANES CLOSED NEAR INTERSECTION KEEP [END ROAD WORK af ym � G20-28-48 L <9> \ AHEAD W20 -1A-48 END I \ ROAD WORK W20 -1A-48 TAaak ym zwn S Q I I G20 -2B-48 •• KEEP ROAD A WORN IRIGHT AxEAD R4 -7B-24 W20 -1A-48 R3-2-24 (OPTIONAL) /k A ROAD woRK TEMPORARY AHEAD PAVEMENT W20 -1A-48 MARKING I I MINIMUM DISTANCE BETWEEN SIGNS A z TRAFFIC MERGE MUST � LEFT UNE ROAD WORK p AHEAD Ln Ln LMUST TURN LEFT • I •1 It END ROAD WORK • 7.iaak . • J Dress S*A* RIDNT IAXE ROAD . ••AR 0 0 0 • • O • •0 I •I END ROAD WORK 7AsAAE .{pAs 1lrisw Safe G20 -2B-48 KEEP AOAD woRN AHEAD RIGHT R4-78-24 W20 -1A-48 /A MINIMUM DISTANCE BETWEEN SIGNS A z TRAFFIC MERGE MUST � LEFT UNE ROAD WORK p AHEAD Ln Ln LMUST TURN LEFT W4 -7R-48 I W20 -1A-48 I R3 -7L-36 END ROAD WORK • 7.iaak . • J Dress S*A* RIDNT IAXE ROAD . ••AR 0 0 0 • • O • •0 I •I END ROAD WORK 7AsAAE .{pAs 1lrisw Safe G20 -2B-48 KEEP AOAD woRN AHEAD RIGHT R4-78-24 W20 -1A-48 /A CLOSED woRN END • ' AXEAD AHEAD ROAD WORK I • G20-28-48 / Txxu rAcoa.� W4 -2R-48 W20-5RA-48 W20 -1A-48 nzw S&A*S&A*W4-2L-48 \ I / G20-213-48 {{ {{ {{ QLCLO EDE A i A i A i \ ANEAD LEGEND —® FLASHING ARROW PANEL D� TYPE III BARRICADE • REFLECTORIZED PLASTIC DRUM ❑v TUBULAR POST O REFLECTORIZED PLASTIC DRUM OR 42" CONE T SINGLE POSTED SIGN DOUBLE POSTED SIGN ■--• FLAGGER xxxx PAVEMENT MARKING REMOVAL �k PROAD RK ae* G20 -2B-48 L = S x W FOR SPEEDS OF 45 MPH OR MORE. L = 60 2 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). W20-5LA-48 t � RDAD Q woRK W20 -1A-48 LANE CLOSED NEAR INTERSECTION (LEFT LANE CLOSURE FORMING A TURNBAY) ROAD CLOSED ROAD TO CLOSED THRU TRAFFIC R11-4-60 DETOUR 1311-2-48 I SOUTH D I �\ I DETOUR T I SOUTH I I ROAD I woRK AHEAD I W20 -1A-48 ROAD CLOSED TO THRU TRAFFIC R11-4-60 AS NEEDED k /h UETOUR SOUTH END ROAD WORK rA Af qoa safe& G20 -2B-48 MINIMUM DISTANCE BETWEEN SIGNS JL EFT HE TRAFFIC MERGE MUST 350' TURN L EFT R3 -7L-36 CLOSED woRN END • ' AXEAD AHEAD ROAD WORK I • G20-28-48 / Txxu rAcoa.� W4 -2R-48 W20-5RA-48 W20 -1A-48 nzw S&A*S&A*W4-2L-48 \ I / G20-213-48 {{ {{ {{ QLCLO EDE A i A i A i \ ANEAD LEGEND —® FLASHING ARROW PANEL D� TYPE III BARRICADE • REFLECTORIZED PLASTIC DRUM ❑v TUBULAR POST O REFLECTORIZED PLASTIC DRUM OR 42" CONE T SINGLE POSTED SIGN DOUBLE POSTED SIGN ■--• FLAGGER xxxx PAVEMENT MARKING REMOVAL �k PROAD RK ae* G20 -2B-48 L = S x W FOR SPEEDS OF 45 MPH OR MORE. L = 60 2 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). W20-5LA-48 t � RDAD Q woRK W20 -1A-48 LANE CLOSED NEAR INTERSECTION (LEFT LANE CLOSURE FORMING A TURNBAY) ROAD CLOSED ROAD TO CLOSED THRU TRAFFIC R11-4-60 DETOUR 1311-2-48 I SOUTH D I �\ I DETOUR T I SOUTH I I ROAD I woRK AHEAD I W20 -1A-48 ROAD CLOSED TO THRU TRAFFIC R11-4-60 AS NEEDED k /h UETOUR SOUTH END ROAD WORK rA Af qoa safe& G20 -2B-48 I ROAD I DETOUR RoeO CLOSED Ax°Expo NORTH DETOUR W20 -1A-48 / R11-2-48 \ I M4 -10R-48 I h I \DETOUR NORTH I _ � DETOUR DETOUR NORTH NORTH A� A DETOU AHEAD r:. I A W20 -2A-48 W4 -2L-48 A LEFT LANE CLOSED ROAD ANEAD CLOSED HEAD W20-5LA-48 W20 -3A-48 ROAD CLOSED AT DETOUR (OPTIONAL LANE CLOSURE) RIGHT UXE cLDseD AxuD W20-5RA-48 <4> nW20 -1A-48 I h A + W4 -2R-48 A W3-1-48 OPTIONAL LEFT TURN LANE CLOSURE 1' R1-1-36 R1 -3P-18 RIGNT LANE CLOSED AxuD W20-5RA-48 I \ENROADD WORK I G20 -2B-48 I � ROAD . WORK AxEAO W3-1-48 W20 -1A-48 ( A i/ A I /k A h A h /h 0 0 1 , ROAD ♦ I woRN AxEAo . 0 0 R1-1-36 • R1 -3P-18 W20 -1A-48 W3-1-48 0 OPTIONAL LEFT TURN I I• J LANE CLOSURE END • ROAD WORK • TAaaf Se,D Drioe SaAa WO] 320-28-48 A ; I I AIti W3-1-48 A W4 -2R-48 RICHT cLDseD IAXE AHEAD ROAD NORK AHEAD W20-5RA-48 W20 -1A-48 TEMPORARY ALL—WAY STOP FOR SIGNAL WORK END ROAD WORK TAaxk . anew SSA& G20 -2B-48 A Iti A W4-213-48 A ROAD woaK I AHEAD W20 -1A-48 DIVIDED ROADWAY ONE LANE CLOSED ROAD TYPE MINIMUM DISTANCE BETWEEN SIGNS A URBAN (LOW SPEED - 25 MPH TO 40 MPH) TRAFFIC MERGE URBAN (HIGH SPEED - 45 MPH OR HIGHER) 350' Q RIGHT W4 -7R-48 I I Q ROAD WORK AHEAD t I t W20 -1A-48 4 LANE DIVIDED ROADWAY CENTER LANES CLOSED NEAR INTERSECTION I ROAD I DETOUR RoeO CLOSED Ax°Expo NORTH DETOUR W20 -1A-48 / R11-2-48 \ I M4 -10R-48 I h I \DETOUR NORTH I _ � DETOUR DETOUR NORTH NORTH A� A DETOU AHEAD r:. I A W20 -2A-48 W4 -2L-48 A LEFT LANE CLOSED ROAD ANEAD CLOSED HEAD W20-5LA-48 W20 -3A-48 ROAD CLOSED AT DETOUR (OPTIONAL LANE CLOSURE) RIGHT UXE cLDseD AxuD W20-5RA-48 <4> nW20 -1A-48 I h A + W4 -2R-48 A W3-1-48 OPTIONAL LEFT TURN LANE CLOSURE 1' R1-1-36 R1 -3P-18 RIGNT LANE CLOSED AxuD W20-5RA-48 I \ENROADD WORK I G20 -2B-48 I � ROAD . WORK AxEAO W3-1-48 W20 -1A-48 ( A i/ A I /k A h A h /h 0 0 1 , ROAD ♦ I woRN AxEAo . 0 0 R1-1-36 • R1 -3P-18 W20 -1A-48 W3-1-48 0 OPTIONAL LEFT TURN I I• J LANE CLOSURE END • ROAD WORK • TAaaf Se,D Drioe SaAa WO] 320-28-48 A ; I I AIti W3-1-48 A W4 -2R-48 RICHT cLDseD IAXE AHEAD ROAD NORK AHEAD W20-5RA-48 W20 -1A-48 TEMPORARY ALL—WAY STOP FOR SIGNAL WORK END ROAD WORK TAaxk . anew SSA& G20 -2B-48 A Iti A W4-213-48 A ROAD woaK I AHEAD W20 -1A-48 DIVIDED ROADWAY ONE LANE CLOSED ROAD TYPE MINIMUM DISTANCE BETWEEN SIGNS A URBAN (LOW SPEED - 25 MPH TO 40 MPH) 100' URBAN (HIGH SPEED - 45 MPH OR HIGHER) 350' R1 JUN 14 2009 MUTCD UPDA TES REV. NO. DATE DESCRIPTION OF REVISION NEBRASKA DEPARTMENT OF ROADS STANDARD PLAN N0. 924-R1 URBAN TRAFFIC CONTROL PLAN ACCEPTED BY FHWA FOR USE ON THE NATIONAL HIGHWAY SYSTEM: �oNpl CIV JUNE 2014 o DANIEL J.TyFX DATE 2 a WADDLE � E-6289 3 ORIGINAL: tp AA 41F OF NEB�pS�! FEBRUARY 1, 2010 DATE z 0 N D z N Lil 0 r a 3 0 0 0 r— IT z N W 0 D- 0 L 0 O OL E 0 0 i O M_ L 0 v aL) N 0 N I F- 0 0 1 01 ui v v III O N 0 0 0— v I. N Cyl my — U L- N ROAD CLOSED R11-2-48 ROAD �� CLOSED HEAD W20 -3A-48 I I ROAD CLOSED DETOUR I I R11-2-48 M4 -10R-48 ROAD CLOSED BEYOND DETOUR ROAD WORK AHEAD W20 -1A-4>\ LEFT UNE A CLOSED �� AHEAD A W20-5LA-48 _ / A W4 -2L-48 • TEMPORARY WHITE PAVEMENT MARKING 2' DASH — 6' GAP /F A I ROAD / NORK AHEAD W20 -1A-48 R3-2-24 (OPTIONAL) E RK mly G20 -2B-48 END ROAD WORK 7AomA you &em Safe* G20 -2B-48 J 2 � • •RIGHT FOR SPEEDS OF 40 MPH OR LESS. k: XX W1 -4R-48 KEEP WORK MUST S = NUMERICAL AHEAD FS RIGHT RIGHT ITuxx R3-2-24 R4 -7B-18 TEMPORARY WHITE PAVEMENT MARKING 2' DASH — 6' GAP /F A I ROAD / NORK AHEAD W20 -1A-48 R3-2-24 (OPTIONAL) E RK mly G20 -2B-48 END ROAD WORK 7AomA you &em Safe* G20 -2B-48 J 2 � • •RIGHT FOR SPEEDS OF 40 MPH OR LESS. ROAD XX W1 -4R-48 KEEP WORK MUST S = NUMERICAL AHEAD FS RIGHT RIGHT ITuxx R3-2-24 R4 -7B-18 (OPTIONAL) THRU TRAFFIC TEMPORARY WHITE PAVEMENT MARKING 2' DASH — 6' GAP /F A I ROAD / NORK AHEAD W20 -1A-48 R3-2-24 (OPTIONAL) E RK mly G20 -2B-48 END ROAD WORK 7AomA you &em Safe* G20 -2B-48 ROAD WORK %A wn Safe& I G20 -2B-48 \ I I LANE CLOSED NE (RIGHT LANE f f OR / ® W1 -4R-48 W1 -3R-48 W1 -S XX W13 -1P-24 FX—X] W13 -1P-24 35 MPH 30 MPH 2S SPACING AND ABOVE AND BELOW / F —1 ROAD WORK AHEAD R3-1-24 � W20 -1A-48 "1 W1-8 OR • • • J XX W1 -4L-48 XX W1 -3L-48 X •I MPH W13 -1P-24 I MPH W13 -1P-24 % • 35 MPH 30 MPH II L I AND ABOVE AND BELOW AZ4-2R-48 A Rlsxr uxE AxuD A W20-5RA-48 I I I I I\ ROAD woRK AHEAD W20 -1A-48 4 LANE UNDIVIDED ROADWAY TWO LANES CLOSED NEAR INTERSECTION I \ END ROAD WORK 7A"h ym &I" Sofa* G20 -2B-48 A Roeo woRK AHEAD W20 -1A-48 I/ A 2 /k • •RIGHT FOR SPEEDS OF 40 MPH OR LESS. ROAD XX W1 -4R-48 WHERE: WORK MUST S = NUMERICAL AHEAD SPEED RIGHT W20 -1A-48 ITuxx END I ROAD WORK %A wn Safe& I G20 -2B-48 \ I I LANE CLOSED NE (RIGHT LANE f f OR / ® W1 -4R-48 W1 -3R-48 W1 -S XX W13 -1P-24 FX—X] W13 -1P-24 35 MPH 30 MPH 2S SPACING AND ABOVE AND BELOW / F —1 ROAD WORK AHEAD R3-1-24 � W20 -1A-48 "1 W1-8 OR • • • J XX W1 -4L-48 XX W1 -3L-48 X •I MPH W13 -1P-24 I MPH W13 -1P-24 % • 35 MPH 30 MPH II L I AND ABOVE AND BELOW AZ4-2R-48 A Rlsxr uxE AxuD A W20-5RA-48 I I I I I\ ROAD woRK AHEAD W20 -1A-48 4 LANE UNDIVIDED ROADWAY TWO LANES CLOSED NEAR INTERSECTION I \ END ROAD WORK 7A"h ym &I" Sofa* G20 -2B-48 A Roeo woRK AHEAD W20 -1A-48 I/ LEGEND —® FLASHING ARROW PANEL E= TYPE III BARRICADE • REFLECTORIZED PLASTIC DRUM ❑o TUBULAR POST O REFLECTORIZED PLASTIC DRUM OR 42" CONE T SINGLE POSTED SIGN DOUBLE POSTED SIGN ■--• FLAGGER xxxx PAVEMENT MARKING REMOVAL TAPER FORMULA L = S x W FOR SPEEDS OF 45 MPH OR MORE. 2 URBAN (LOW SPEED - 25 MPH TO 40 MPH) • •RIGHT FOR SPEEDS OF 40 MPH OR LESS. LANE XX W1 -4R-48 WHERE: MUST S = NUMERICAL VALUE OF POSTED SPEED RIGHT W = WIDTH ITuxx R3 -7R-36 35 MPH 30 MPH THRU TRAFFIC o A MERGE /LEFT AND ABOVE W4 -7L-48 O 3 ROAD A wORN I AHEAD /W20 A i -1A-48 AR INTERSECTION REMAINS OPEN) LEGEND —® FLASHING ARROW PANEL E= TYPE III BARRICADE • REFLECTORIZED PLASTIC DRUM ❑o TUBULAR POST O REFLECTORIZED PLASTIC DRUM OR 42" CONE T SINGLE POSTED SIGN DOUBLE POSTED SIGN ■--• FLAGGER xxxx PAVEMENT MARKING REMOVAL TAPER FORMULA L = S x W FOR SPEEDS OF 45 MPH OR MORE. 2 URBAN (LOW SPEED - 25 MPH TO 40 MPH) L = 60 FOR SPEEDS OF 40 MPH OR LESS. 350' XX W1 -4R-48 WHERE: L = MINIMUM LENGTH OF TAPER. S = NUMERICAL VALUE OF POSTED SPEED LIMIT PRIOR TO WORK. W = WIDTH OF OFFSET (LANE WIDTH). ROAD WORK A AHEAD -1 W20 1A A I I LEFT 03ED A \ END AHEAD ROAD WORN TAS ct yore W20-5LA-48 • safe* • J G20 -2B-48 r: i • KEEP W4 -2L-48 • RIGHT RDeD KEEP woRK R4 -7B -18F& AxEAO RIGHT R3-2-24 0 A {�20-1A-48 R4 -7B-18 (OPTIONAL) 1 i� TEMPORARY YELLOW PAVEMENT MARKINGS 2' DASH 6' GAP FF *•••."4 �F A T Roeo �� woRK AHEAD W20 -1A-48 WG -3-36 R3-2-24 (OPTIONAL) /k A ROAD KEEP woRK ON AHEAD RIGHT W20 -1A-48 R4 -7B-18 S —1 � KEEP RI�T R3-2-24 R4 -7B-18 (OPTIONAL) ,k ROAD WORK AHEAD 5 W20 -1A-48 A R3-2-24 (OPTIONAL) END ROAD WORK 7AamA yom � DYi� Ssfayr G20 -2B-48 4" DOUBLE YELLOW CENTERLINE I ROAD CONTINUE AT 2S SPACING woRK WHERE DROP-OFF EXIST AHEAo NEXT TO TRAVEL WAY W20 -1A-48 wI 2S SPACING a Y Roeo � WORK 0 3 'j,-<,6-3-36 6-3-36 AHEAD W20 -1A-48 0 W A TEMPORARY WHITE PAVEMENT MARKINGS 2' DASH 6' GAP O 0 0 • J RIGHT LANE •� MusT TURN RIGHT OR R3 -7R-36 I•• XX w1 -4L-48 XX W1 -3L-48 MPM W13 -1 P-24 MPH W13 -1P-24 35 MPH 30 MPH • AND ABOVE AND BELOW t I`• • I J •V AW4-2R-48 RIGHT uxE I eLaseD AHEAD W20-5RA-48 I A ROAD WORK AHEAD W20 -1A-48 4 -LANE DIVIDED HALF CLOSED <4> — W20 -1A-48 LeFr uxE CLOSED AHEAD W20-5LA-48 W4 -2L-48 2S SPACING G20 -2B-48 OR XX W1 -4R-48 XX W1 -3R-48 MPM W13 -1P-24 impH W13 -1P-24 35 MPH 30 MPH AND ABOVE AND BELOW OR XX W1 -4L-48 XX W1 -3L-48 - MPM W13 -1P-24 MPM W13 -1P-24 35 MPH 30 MPH AND ABOVE AND BELOW W4 -2R-48 A G20 -2B-48\ A / RIGHT LANE CLDSEO A AHEAD t t Z20-5RA-48 A ROAD WORK �`/ AHEAD W20 -1A-48 4 -LANE UNDIVIDED 2 LANES CLOSED ROAD TYPE MINIMUM DISTANCE BETWEEN SIGNS OR ve URBAN (LOW SPEED - 25 MPH TO 40 MPH) 100' a 350' XX W1 -4R-48 XX W1 -3R-48 � MPH W13 -1P-24 MPH W13 -1P-24 a I 35 MPH 30 MPH o AND ABOVE AND BELOW O 3 0 A i ROAD CONTINUE AT 2S SPACING woRK WHERE DROP-OFF EXIST AHEAo NEXT TO TRAVEL WAY W20 -1A-48 wI 2S SPACING a Y Roeo � WORK 0 3 'j,-<,6-3-36 6-3-36 AHEAD W20 -1A-48 0 W A TEMPORARY WHITE PAVEMENT MARKINGS 2' DASH 6' GAP O 0 0 • J RIGHT LANE •� MusT TURN RIGHT OR R3 -7R-36 I•• XX w1 -4L-48 XX W1 -3L-48 MPM W13 -1 P-24 MPH W13 -1P-24 35 MPH 30 MPH • AND ABOVE AND BELOW t I`• • I J •V AW4-2R-48 RIGHT uxE I eLaseD AHEAD W20-5RA-48 I A ROAD WORK AHEAD W20 -1A-48 4 -LANE DIVIDED HALF CLOSED <4> — W20 -1A-48 LeFr uxE CLOSED AHEAD W20-5LA-48 W4 -2L-48 2S SPACING G20 -2B-48 OR XX W1 -4R-48 XX W1 -3R-48 MPM W13 -1P-24 impH W13 -1P-24 35 MPH 30 MPH AND ABOVE AND BELOW OR XX W1 -4L-48 XX W1 -3L-48 - MPM W13 -1P-24 MPM W13 -1P-24 35 MPH 30 MPH AND ABOVE AND BELOW W4 -2R-48 A G20 -2B-48\ A / RIGHT LANE CLDSEO A AHEAD t t Z20-5RA-48 A ROAD WORK �`/ AHEAD W20 -1A-48 4 -LANE UNDIVIDED 2 LANES CLOSED ROAD TYPE MINIMUM DISTANCE BETWEEN SIGNS A URBAN (LOW SPEED - 25 MPH TO 40 MPH) 100' URBAN (HIGH SPEED - 45 MPH OR HIGHER) 350' R1 JUN 14 2009 MUTCD UPDA TES REV. NO. DATE DESCRIPTION OF REVISION NEBRASKA DEPARTMENT OF ROADS STANDARD PLAN N0. 924-R1 URBAN TRAFFIC CONTROL PLAN ACCEPTED BY FHWA FOR USE ON THE NATIONAL HIGHWAY SYSTEM: �oNI,l Clyf4 JUNE 2014 o DANIEL J. �n DATE 3 a WADDLE � E-6289 3 ORIGINAL: ��41F OF NEB�pS�! FEBRUARY 1, 2010 DATE