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SID2016-2
SID 2016 -2 Run Street, Mallard Way Avenue, and Dovetail Circle 20�11DAI AL " Water Valve M. Gas Valve Utilities Director of Engineering Date BEFORECALL • DIG CP DIGGERS HOTLINE z OF NEBRASKA' i•• ••• 11 Hastings City Surveyor I Date All subgrade compaction and water necessary for subgrade construction shall not be paid for directly but shall be considered subsidiary to the items of the contract. Excavation, backfilling, and sawing control joints, keyway, tie bars, dowel pins, and rubberi2ed joint sealant shall be considered subsidiary to the unit price per square yard of pavement. Hastings C iYy Engineer 5-- 3,40 01016 Date INDEX OF SHEETS rrm USTAUT NO. DFSCRIPTION QUANT TIES UNIT SHEET NO. 1 TITLE SHEET 1 Mobilization 1.0 L.S. SHEET NO.2 GRADING PLAN 2 Remove Header 31.0 L.F. SHEET NO.3 JOINT DETAIL 3 Remove Pavement 161.0 S.Y. SHEET NO. 4-5 FOX RUN PLAN AND PROFILE SHEETS 4 Earthwork (E.Q.) 1.0 Lump Sum SHEET NO. 6-9 FOX RUN CROSS SECTION SHEETS 5 Build 6" P.C.C. Pavement 47B-3500 5706.0 S.Y. SHEET NO. 10 MALLARD WAY PLAN AND PROFILE SHEET 6 Build Concrete Header 47B-3500 62.0 L.F. SHEET NO. 11-12 MALLARD WAY CROSS SECTION SHEETS 7 Adjust Manhole to Grade 6.0 Each SHEET NO. 13 DOVETAIL CIRCLE PLAN AND PROFILE SHEET 8 Adjust Valve Boxto Grade 1.0 Each SHEET NO. 14-16 DOVETAIL CIRCLE CROSS SECTION SHEETS 9 Silt Fence, Low Porosity 450.0 L.F. 10 Build Compacted Earth Berm for Erosion Control 1577.0 L.F. 11 Furnish and install 30' x31' C-125 Turf Reinforcement Mat 930.0 S.F. 12 Erosion Checks, 12" Straw Wattle 360.0 L.F. LEGEND 13 Barricades, Signage, Traffic Control & Maintenance therof 1.0 Lump Sum X Spot Elevation Light 0 Utility Pole NOTES: Q Telephone Box • Control Point - Nail Set The embankment and subgrade shall be adjusted to conform to the lines and Electrical Junction Box grades on the plans in accordance with Section 205 and 302 of the 2007 Control Point - Temporary wood Hub set Standard State Specifications and its supplements. The upper six (6) inches of w .k . _.r ........._....._ # 9112----- Contour Line the subgrade shall be scarified, mixed and recompacted to the following Deciduous Tree compaction requirements: ----------------------------- Flowline -Percent Coniferous Tree Density Moisture Minimum Requirements Maximum —-------------- Property Line ° 95 Min. Opt. -3% Opt. +3% Manhole Areas not meeting specified moisture density test requirements shall be 0 Fire Hydrant removed and recompacted at the Contractor's expense. " Water Valve M. Gas Valve Utilities Director of Engineering Date BEFORECALL • DIG CP DIGGERS HOTLINE z OF NEBRASKA' i•• ••• 11 Hastings City Surveyor I Date All subgrade compaction and water necessary for subgrade construction shall not be paid for directly but shall be considered subsidiary to the items of the contract. Excavation, backfilling, and sawing control joints, keyway, tie bars, dowel pins, and rubberi2ed joint sealant shall be considered subsidiary to the unit price per square yard of pavement. Hastings C iYy Engineer 5-- 3,40 01016 Date T Lot 1 tl N C N m f� Lot 2 Z. Sub. #10 ;r x Lot 3 y� Lot 4 °�BDO NORTH Scale: 1"=60' 0' 60' 120' i E r ; 12" x 200' Erosion Ch ks, Straw WattIle 30'x 31'C-1 25 Turf Reinforcement Mat z !` Lochland Meadows Sub. #10 E Blk. 3 i£ E N / x `°t'12" x 40' Erosion off. CO i W g rte,. ......... /~w, � ....._._ s� lee , 3° ' Fox Rrin Street 44.99 CL a 44 49 CL 45.49 CL ! / / Straw Wattle 43.99 CL 180' Cut = 9516 C.f. f, x-12" x 40' Erosion Checks, Straw W4ttle vp 43.49 CL 42.99 CL 42.49 CL 41.99 CL 12 x 40' ErosionSChecks, 11 s attle 41.49 CL / 40.99 CL j / ii 40.49 CL " �,_,a.. j.,._,.r oma -,ate..,......,, , : . .✓ i .; / { r ✓�,,.� k'..m'_.F �. ,^/ 4_ r< 48N 1oa / r `` S if ,�� ✓ i `� './£? ; 3 £.5 Zu . 47.5 P^.xiw4850 17 ,�].N-218 087= N.288,D21180, y 48.50 �-ar1szmo.< < vF xf:.2688019 47.66 twu w6L Lot 5 Lot 6LOt 4 Lott Lot Compacted Earth Berm Lochland Meadows Sub. #10 , ...�+.r w.H m,^ ,f G ..,. ' ? i •i( f'�, � !` r F w� 1" x 40' Erosion 39.99 CL Straw Wattle I GradingrotesoC.Y./AP ~ F3 <z�s za Fill - 4o6 to Al¢ f f s i ✓' _E a 1. All fill and r vem n nd h w m. °: as s » .-< :� / ,< sF F3 a < Ar „ .., ;F +F a; v'F .< ':s •t<, x 'xF ai <t e pa eta t e subgrade under pavement shall „ '' / a a » z :x „ g of -5 £ be compacted to a minimum of 95% of the standard proctor % a ' < or £ o _ / 0 0 ^ .., ..- _ „,. < <'><�/ fh , „ 3 <. %Z w « ✓ <, <Y :, „ ^F °> •%F � <s > °c °'< �, FY n FZ » w. ;$ .< » < . � %h < `& of :.? $3 f - fi � maximum density t a moisture content between +3 / to 3 of 40' x I optimum moisture in accordance with the specifications. All utility �,ka. and other excavations within the Right shall be xieF„„<,a. - 4' g Y z t 49.0 i; J h s'F 3 ~-4990, compacted equally. M f 47.60. » 0 k,�.<....� , P <. >_ ... h .<. 50 4 ,/'` S E %`•< �` ..... ..............9a^ , sj $ a :r: w .< a r a x ,y,:F «. -aF °F aY °< _< r cF ,° s v 1 < ., , r ....... __ ,fi . _ .... ..... _.... _ _ 2. All fill i ss in p d a h e W'.... t3. r 'n excess Of 6" open lots and unplatte yeas shall b _,.,. ..... 't C+20B75 i ` ]SI' dE <& 9 'O « Fi,. V 6 Vf < Yi, , < < 'f:F .. S Y ;✓ SE < '4 7' F$ 4 < x '-F "%E '°,` 3 e s ti '4 i i ... .. �'� � � _ `z =� � 4 ��" compacted to a minimum of 90% of standard proctor density .••,.••••._.."•�,~�,•••.•. 9 ,e' P p Y � n a g '� I with no less than 5% below optimum moisture. ? ,i� � ;'� G +F "%<' >< � :? � .� <, Z& « aq -4< Fi .Y k � K^" �F �< %3 °^,' �Y Sf LT ^<'< °< ., w, < o.. ✓{ c H ;: a °< o< < 'f S< � a4 F$ c� 1k F1< :9 <"'<., o'> F{ ;+? n <E �� i �� a ? Z ,a 3. Any excavation in the open lots or unplatted areas shall be Cut 594.3 C.Y r3 O �' m m a m m n „ y compacted to a minimum of 90 /° of standard proctor density f ., s y n -g f :, .f p p Y N < $ '( „ ~ h w� with no less than 5% below optimum moisture. _,!` 0 9 x 5E Y ° 9 ; ^F =vf SUMMARY OF EARTHWORK p .' �.< �^ ^ �` ,' r'✓` $� '' ° 041 m .h Calculated from the existing cross sections to the new design. 49.90 50.3 g 9 4. The contractor shall strip the top 6 of topsoil under all a, a a 11 48.43 49.50 w. ,:...x� u.> N~w~w , .^.:� :,. ...H. ar ,,,M h,, Match n ° f Fv�+q"p � -"� w �� W� rn � W *f `s �� � � �; � F � � � � W � pavement, adjacent lots and unplatted areas where fill will be "�' ? 1 r m � f ;�'' � ° l �' `8> u w , ,Y �' 'e `� � ttti' :'r xi: � is ,. a �fi' .r. ✓ s „a<� ��Q 'b x' � 'v g ce , 'i Y' � � _ gl �`h, deposited and stockpile until grading operations are complete. C/) 43. xi X ° 3 r F „' huh,, ; d n 3' `: - Total Cut =10,110.3 Cubic Yards P p 9 9 P p �S r ° m , o , Lof-Ai1,1n 4 M8r OW 3 SlltS'.` #1 as R a a x ^. i ° f ° / , r.'. ' , . ; . Total Fill _ 10 430 Cubic Yards Com action Factor of 1.3 used As much as practical, the contractor shall use the strippings to fi , j, ° a,> . y _g,<Y, a M 3 3 ( p ) P /� ,�,g BIK. y: Ot 3 y .,,,,.,r,,, <3^°e'ae ,s 'ro ! 'x• `i 'ar o w'. A Lotti s cover the fill at the en f he project. t o e shall strippings r€ dot o ect. A n tim h II :�.>.,...,<;- ..._,: r ^LC412 ,Y ,y ,3: A� w, .�;, ° v , " b s y w �: K �, ;� .� m j Ei NOTE: From Sta. 8+66.24 to Sta. 20+00 to daylight, the be placed in thickness greater than 6" or in any areas shown to ` ` ` ry ✓ ^ grade to 0.2' above sub rade. The estimated r° ✓ y contractor shall gr g be paved. N N 28a 906823 p " 1947.$s].mm1 - i , •B � {rs f ! .6810.< d. '/6 1BOA5 a ��� ° a/ A^. �,..,,^.,,.,.,....,.,..»,...m.....................:~..,...^�.r ,�` �. ...., N.ZB■i46.18/8 C 5 'N >Y `S Y % N G' '3' a ?` _. $ <'i excava ionquantities a rea account or is. �- t already t f this. 1817b] 5 � ✓< � x s k V a ^>• :• '�. �' w. 's ,U +> < e .. `F v< ,Y' `%r , °s` ,n u. „ v » r '3' '%r �' '�Fill5. The locations of all aerial and underground utility facilities may Q ' 'y, �, tiw M' •;r °k �, ,Z. .,p .,.�-..y-- �°-- --4"; -T---'"'-- < ° ax ��<� W u � � � ,y :�: � ,.� � �{ = 4740 C.Y. 9 Y Y ` `" `° No embankment will be required for this project. All areas will be not be indicated in these plans. The contractor shall contact k e'• °,Y 1 ,s w w 4900 a graded to drain by the Contractor. - Diggers Hotline prior to any excavating. �9 ✓F ! F f, '6 r r "°' w 'ro' 'b y.' ;3 ,: `I. 6 Doye6i C�rc�e w w - -- y-----------_�`--, w Contractor shall be required to fine grade all excavation and i>r ''� ' �-- - s 6. No excavation will be permitted in the area of underground utility I $ & s^°a� �°. , ,i .y >m; ~w � ° ,�. <;r � i •,~ Y' `✓ 4y, t °,< � r� N embankment areas and deposit an surplus soils on site in facilities until all such facilities have been located and identified a accordance with the development plan. „ d ' a,'bB337 a N' i a' w. t,' 799b y N a: d r r°s5 xi '4 d s p p to the satisfaction of all parties. The excavation must be IJ u ,'� +� ,<Y ,y Y' �' 4' `.! J„+ ° `Y F:' iv' 'a`• .r ,g: ,y „y 6.' .,y .,�,. .6 y �„r< b < ,Fp r '�<' F'°' 1' a. 4.. ,'ry +p• <� ' F s Y t ; `' ✓ ,`'`"" ^" '<' 's' i»' �* ,.>° *" '_' >• Loth �` 'w +& °' `k' ✓ "• '� w w COm acted Earth Berm # accomplished with extreme care in order to avoid any possibility y ' Lilt 7 p 3 Earthwork will be aid for on a Lump Sum basis utilizing the ;;- ,w y „ » w .xi ° ,v m �, _ P P 9 of damage to the utility facility. Compacted Earth Berm ; ✓ a °` a r , 4µw~.mmM.0°w rc<w, _'.^.F '. N'. Match estimated excavations and embankment quantities that have been F 3 ° 49.2 Ik. 3: s a ..° « , .,., A anu a WS SU # i 0 a „ , Y 49.9 e s :s _ _,. _ Ma k :� x estimated for information only.7. Contractor shall r Fox Run according 7 6 48 90 ` H f ` ` a grade o u St acco d g to the cross xis -�'` ,c 4' a w' v T' sections and the grading plan to approx. Sta. 20+00 to allow the 1o.5'TVARIES` `» :° x :y ti °x . ; 50 ° N Seeding will be performed b others -Johnson Imperial Home new street construction to drain. F 9 P Y P 9k '/.< ks ;r' :3 :3 a .,< ./� :,. ik ,^ .a< ;fi. K .�: :� Y .^i,. .x a' # # sd s€rf ,<T >,� „. M ,. :� H .a 9i ,u ,G ,° ,.< £ ia: ;! kE ?f. :5 .^ .,. of ., :^ -^] i 5( I Company. n J \\�i\\ \ .. 4 �/�' � �':%� ,, �.' � x r .?i ,. ,>: � .� 'n�YS r. :3 :! :n x at r. v' :a a, a ,� :4 x r zf � j :a ... ai s x A': :° <� .,. ., ,.. ,. .'� X. d a. :.6. x� :5 .n' kf a r.. za < ° ;o sa r I 4 Concrete Sidewalk �/ ! " M „ ,I� ., .< M S6. S :k X. 5.'< :£ ,< 9R 2F 3.''. 9:: .. . . 23 >^ & . . w ro ». x .T n ,i � a 9.f J H kf :F :v .9: >� Si 3.F rs 2'. k a:F ]% SS. 'r3. .� Installed at a later date m \� /\ /\ � µyaQ Fay ; ;i` `` ` F _ 8. Contractor shall grade Mallard Way Ave. north of Fox Run by others. o / / / / / / �::A' M �f, is A''.,, :� x u :� is x ; = F� f Fill - 160 C.Y. according to the cross section grades for a smooth transition. Street Section a \ \�\ � \ £' �, M u y w , :� >fi 3, :° k v :° s :4 : b X a X 2% slope "�' !N I >' 'I -�-P CiYP) // :y m ,f F o kF °. 5 x X / \\ /\ / / / \ \ \� \ o� VP�+�% 'v •�' �°"�O, r� � "� 9.F 7h zf X. � 3 �� ■ \ \ "le \ \ NX \ \ \ -\ \ \ \ ^f , k w.:7 1,18 "i :a' Y :J!f.. '/,. ;0 # A: /.! <f :a :1 z£ y :R 9.f :at R ?a :b R`. x3 ✓•< :k Y: x :k 9i �`. a<. :6 :o :k »' :<f / x ^ X� FY: x. �xx .R riF ar :� a F Erosion Control Notes \i\\/�,\ \y\ \/I yx / X. X. s.< :a � ,1 d kF x :d :d L'. ;.F ,'�' /3 � tfi .4F � :3 z.. Y h' < i.F .G afi z. r! ,+>^,,' \, \ \ \, N• X81 ^°�� ;� €.8�< ,.^�,rm titch `> �/��/\ \/� /� �V F A, x: s., „ .:.... w. xiw. 1. Prior to the start of grading, contractor shall install Silt Fence as / / / // / / / / / // / / / �5 ;:=`^ x �^ .. _ wH �m..< _ _.~,..�.....,....... __ ~.. m _......, .._,,...~.......... r \\/\\ \\/\\�/\\ \\ \ /\\ \� \\/\\ \\/\ p _._ _ _,......_- ""' - ' ~•- shown on tans to protect existing homeowners' r \ \\\\\ \�\ \ ��° °.� »fi 4%iPetxi wamm ~ eist' oe �'\\��\\/ j1\%"\j/\%\\/ \�\ j \/ a��g \ ° f ..,..:r' Match Match Matci //\�\//\ \//\�\ �' s � General -Notes 2. Earth Berm shall be constructed as soon as street grading begins and shall be uniform in height and width. Silt Fence, Low Porosity Contractor shall protect all survey control points and property pins. , 3. Earth Berm shall be compacted to prevent water from eroding j� `<`t and causing a breach. Compacted Earth Berm 13 } 4 12" E Ch k St W I h II b II d h Compacted Earth Berm Erosion Control Detail Scale: None Build Compacted Earth Berm for Erosion Control Station to Station Side Lin. Ft. 101 +50 to 106+40 RT 1577 8+66.24 to 8+96.24 LT & RT 930.0 10+00 "b INSTALL LOW POROSITY SILT FENCE Station to Station Side Lin. Ft. 101+50 RT 450 Furnish & Install 30'x31' C-125 Turf Reinf. Mat Station to Station Side Sq. Ft. 8+66.24 to 8+96.24 LT & RT 930.0 10+00 LT & RT 40 Erosion Checks, 12" Straw Wattle Station to Station Side Lin. Ft. 8+00.74 to 10+00.74 LT 200 10+00 LT & RT 40 13+00 LT & RT 40 16+00 LT & RT 40 19+00 LT & RT 40 rosson ec raw att es s a e nista e , at t e discretion of the Engineer, when grading is complete. 5. All Right -of -Way, Earth Berm, and embankment shall be seeded, by the owner, within 14 days of Final Grading. 6. The Unit Price for C-125 Turf Reinforcement Mat shall include the Seeding which is to be installed under said Mat per Manufacturers' instructions. NORTH Lochland Meadows Sub. #10 Scale: I"=40' N BIk. 3 E 9 Lot 1 1 40' 0 > (0 40' 80, 120' ca + I I 0- 00 Cd C *- W to Fox Run Street -�L _U --JZ -AOL 9+00 10+00 Lot 1 =L0' R. 4948 Lochland Meadows Sub. #10 43' BIk. 2 Lot 3 Lot 2 140.62' 74.19' . ...... -.Z� 29 R:--% Dovetail Circle 140.55' 74A9 Lot 7Lot 6 Blk. 2 Lochland Meadows Sub. #10 I Lot 4 8.6' 8,6' 8.61 Lot 5 -- -.- -- ---0 ve';F'! vt� : . . . .......... Lochland Meadows Sub. #10 cuE E o-) BIk. 3 J (D 00 > Cfj NLot Lot 1 2 Lot 3 + Lot 4 as C\I Cd Im C/) 136.1r . . . ........ -- -.-- I --I..-,,--- 140.V 135.(r .-.- 1� - - - --- - 180AY 20'R. Fox Run Street BO --1 01-� --LOL -1-0- --W- --19- -Z-� -NOL — - ---------- bc am tt-t, — — - ------- -- -a*m- 20'R. 123.W 120.W 144.17 Lot 3 Lot 4 Lot 5 Lot 6 Lot 2 BIk. 1 Lochland Meadows Sub. #10 .. . . ......... . . ......... . � CD 0 CU 0 7.5 O Cy 0 C3 NORTH Lochland Meadows Sub. #10 Scale: I"=40' N BIk. 3 E 9 Lot 1 1 40' 0 > (0 40' 80, 120' ca + I I 0- 00 Cd C *- W to Fox Run Street -�L _U --JZ -AOL 9+00 10+00 Lot 1 =L0' R. 4948 Lochland Meadows Sub. #10 43' BIk. 2 Lot 3 Lot 2 140.62' 74.19' . ...... -.Z� 29 R:--% Dovetail Circle 140.55' 74A9 Lot 7Lot 6 Blk. 2 Lochland Meadows Sub. #10 I Lot 4 8.6' 8,6' 8.61 Lot 5 -- -.- -- ---0 ve';F'! vt� : _1_\ I /_ _ Ile, .V .ell\ - .0 P'/ I I .11 , I I I N"N", . I I _Oc I 11 t I I 1�1\ I" 1\ ! 11 I / / I I / I . ; ., : / I . I N"'1'__1/ I I � 1. ___"" N\""NN 11 // / / 11 "-,-I'll I -P I 411 t"'P, Qi : I NN "" 01 / i. CA Meadows Sub b. ____1__�'�"/ > 11- #10 , ?"N I K\ .*'N I 1 I "�_" : ;1 : 0 0 q� ' - , . : < ?) Lochland Meadows Sub. #1 0 ?" -Ir-1 -`_'�' _"�" .* ,. !-�' *� 1 ':�> --.,_ "," C / I / 'I, T '---"I---- >% I C\1 I I 791'�>' � 1 3: 1 E . / : (1) (0 11 i : I t 0 I > (0 I /// Lot 1 OP / -1-1 i '<� / Lot 3 1 : L. b2�' . C'N "/ "I -,," Lot 4 1 Cz + ", /I I / . - PI Sta = 8+3Om74 Cz ._15N I 11 --1 I I 0 M 00 111 cO M 't/I N = 299685.65� CZ CMC6/(0 I 11-1. I . L6 " 0) I C / It + 2 G) / fl- I Cal I I : "------"" .1 I = 00*02'1 9 L + ; / 1 . . j W U) "I . 49 : V U) I / I / U) i CO) I - : : I OP I i bt / / I // '1-1-1,., eo' 10-1 Prop. / P, Prop. Prop. ,\�� 1.03% N=29971 .4043 / I 11P I/ ., 633 �'____ , 1 46.26 TC 09/6 45.76 CL A 46.1 E-2087 18-1844 / 1P tA 01 I N=299710.4588 t� , �bO N=299714.8367 ,-, -� "I t"� 4b _,__ ' . , P ,, �b45.1946.8'`I', 'Pr%972,.6,,e / --t!-� W E=2087658.1747 S)" 45.76 FL 60 FL t, 4329 Wim, N _� N .� A I "'1___ 01 180.01 W, , 1�1 I E=2087933-5969 946.92 e <�� Nq *7 t'.'� 1b, / �� - - - - - � - - - - ,4--- - - - 1947.80 T, 1946.6 .. � - 35.01 _�" - - - - ___ - � - 4 - - - - * 10-0 *0 .�� -.--, ' - - ___�_ - - - - - / - - - - - - - - - - ,----- - - - A � 17 0 .o � / _ _ _ _tL_ - ___4�_ - - - - - - '-f- - - - 0 uo''> I C:) Lo r 'I I lq-,* I EO 0 14 � - + 1 41 \ T_ r*-. . 151, / I 0 45.85 TC ,z 4 1 I/ i9 TC 47.44 TC - 47.19 TC I \ 46.94 TC 46.69 TC 46.44 TC - 4§31 TC ' 6 46.21 TC T_ 1-1 .<> * P 2 208 46 - 9 7 6 7 6 7 _ 1 4� 5 836 , 7 - , _ �� 1 7 46 . 21 TC 46.69 FL 46.44 FL 46.19 FL 0.50/0 i 45.94 FL 45.81 FL 45.71 FL 45-61 FL 45.1 6 FL 45.45 FL 45.3��a 0.5% / 1 19 FL 46.94 FL 0.50/0 , g-0) 1 0.5% / �'/ L �..'- 0.5% '71 L0�00'1 0.5% W �0_0 I 4b Fox Run Street / -0 10-01 (Q 11 OR C; ,/" CM le, - . /V 19" 1CIJ I qP 0 CY I 0 _'_"� ty N i/11 44.49 CL 44.24 CL � I § N 1.02% �' � '_' 44.74 CL "' . 1b, 1�1_1 I .' 'i /10- t' I 9k, 'I,' 46. 2 �' 45." 45.63 CO3 45A55 CL 0 45-66 CL 45.49 CL . 45.24 CL 44.99%-" �' -L-7L - -- ---- -- - - ---- 1 6.50 CL . I . - /I 9L 00 CL I . CL 1� 4 11 1� IN b. t I "I I N "I /' 47. "q 46.25 CL A CC- 45.91 CL �; 71 CL I I . .. ... - . - \ 46.75 _�i d I 2 I MN t. A - I?, 1% '� I 1 47.�5 " 1Y 4IN 1 �6' ----- �0 '�� /_1% lk'��" \ I ?" - . . .............. W CL ."?" . MM ,<>,<> "Op, *'I -1 - ---------------- I _ 1, 'C�' - 'N .10 __ 11 ir -_ - 4�> - - <111, 10-0 - '0-0 / / 10+00 /I 1 +00 L_ & 1_ 1� 4�y ml -t ��'4 ��'111`� , b I 0 L() 9+00 -, �0 6+00 N, 7+00 (.0 9+0 CR Lo 001 0.5% / \ ) q 5+00 "N'. eol 0 0 /' CY , CY L6 , V I ". 1\ \-, 0.5% T_ �1 0.5% 1 0.5% I/ 4 0.5% / 46.44TL 46.19 FL 45.94 FL 45.81 FL 45.71 FL , 45.61 FL 45J i3 FL :45.45 FL 1 45.35 FL /1 46-69 FL - - I ,I 1 19 FL 46.94 FL - = -� -7- 46.21 T "* 45.85 TC I? ? 47.44 TC 47.19 TC 46.94 TC ______1, 46.69 TC 46.44 TC 46.31 TC �"_' I I 1:19, - ___ / - - '�\'� / I - I ' 7 ' 06 __ . _1" . . . . . I 1 14 M� I �� I lbsp , LO Proposed Water Main "/� - `�9_ " - - 1 '4 . "'_" - ----, , "I I I I - I . Pra icp <_ ,.---- �) I +/ 19 - A I I - -, V_ �'.'- �' -0 N= 99661 0-0 - I "___, , 10, 'y _ _"_'__�"' I ",,----,- "\ 45 '�6 0 = 99659.8396 . 7 1 A 'Q,V' A � 77't "I,.O., 11:'6 ":p 11"' I , 1�1 I A I -/- t - -�N I - i *1 _ I , 2 t�11'11 %qY I N _�'� __ =2087934,.2064 ; ' 1b " I-' C4 11!� 0.2452- - - - --% - - , \ -1111, 0"�* N . .i� - -_ - - - - - - - - 1947.94 / 'A (V X - - - - - - - - - 1947-59 �\�? � . ' ' I . 1 1�5_ 0 ' ' 11 /I- ' / - __�' . �� - - - - '--'� , •- - /----- - - ____e" - - - - - '�-' - ��"'�._ - , - _L_ - - _7�1'_ - - '1'1� - - _J - :0 _J -"r' -------/. > Prop. _J 0.32%0 1.03% U_ F- - Prop. 1 4 / 139.97' ""------- F- LL 11 " 144.17' '/ ___fV\_;1`r_0��p__ - - - 1_'_____ 'I--,- N=299654.8574 (0 to � LO - N=299656.4364 x16�1 ' P " ko? , - � ' - __ ' I., 1-4-1--1 ' 1 -t! "I' -- I I )F- P (o I� " 0 D CM rop. -"--"--,,---. -____ OJ I- CR 117 / "'I--,,- . N=299651.4314 ___'______.___1__-_ E=2087659 69g5 (6 OR In co TE=2087719.8164 � LO , N=299647.9101 _�'_" 1 2 ,-' 't 1947.20 ,,,, E=2087519.8157 1947.0,' �V\ A'� c6 ui 14t coNt I E=2087375.7320 1947.03 �' I ,* Irt "t 1 )/ 1 1948.01 `_____11"_'11_____"' 1 -�6 1 1 ; I I I IS,',"I0r1tV77 141 t- , � I Lot 1 ' , I 17�' , Lot 5 �' 1" I \ Lot 6 1 A 4�11 ' I / 1, .1 Q, � �14f' - Y'I'll '�',�'" I - 11 11 .. _� " I I ID L I 1. I �;' " ,". L A I " - ,,L� ;- \ I -.11-, 01 - :�;" � , " - ,"'/'� "'�"`� I .. 11 '. , �' , ' � I I I ' ,I I I NOTE: Integral curb construction shall be subsidiary to the , f � "', I 11 . ," '� - A I . . �t".� �� '.' ' �� "I , 41� V� * I '' 0, 1, �il i"'j"�'�'; I I I . _J 0 1 ' �� 11 �'v E -111-111r, �Jr 1 _ (SO I . Unit Price of Build 6" P.C.C. Pavement 4713-350�/ I 0/k,00 I . -1 _J C:) U_ I.- " I—— Q ��" 1-1 , I 7 / . - F �11;�" -- , �, 01D i2 LL 0 CD1 0 C> CL �� .'� ` 11 11, 1 5 1 to I I . I I I C) a ::�< + T_ (0 Contractor shall drop curb at intersection for future -.0 ... (0 '7 . co (616 \ "I I , , 6 co to 0 14t 111 I I I - �"'!'.'-_ I ti 0 11 I I .'t 'Rt Ile T_ handicap ramp construction.To be I . 'C' I I I 9cated in field by I .+" " "I \ 1 2% 2% 1 �> .' - �,' - I - t' i \ I - I I Engineer. 11 t� {;`3 I 0 IS � \1 I I ' / I I Please see the Grading Plan for placement o� excess / � '��;' 0, \1 � 11 I 11 00 I \ g " lb I'll N. I IePl �P excavation. 1' I ORI ?�' CITY OF HASTINGS, I - �1'1\ � k A I , '* 110 ':�� I 0,011 ��� bl , 0 L'o Nq tll'� * 11 I U 1b C) (� I 111� I &1�1 C) 0 1 k. , ' '�' 'IV, W � 11\ I I . \ 11� ?I /\� " 'y I - '!§� 0 .11 . I . ENGINEERING DEPT. I . 1,111,"', I ;� .16�\ '11_/ 0 I 'g�� . I .0 I ? 1! Project I I I I . I \ I . I I .. a i FCX R1 IN RT MAI I ARIA WAY AVF nOVFTAII r.IRr.I F I I SCADS: 1 It = 20'HOR 1"=2i VER .,.-, ,-,-,^,.,, I BUILD 6" P.C.C. PAVEMENT 47B : Station to Station Side Sq. Yards 6+00 to 8+66.24 LT & RT 917.05 7+95.24 to 8+66.24 LT RETURN 1 88.01 1 7+95.24 to 8+66.24 ' 1 RT RETURN 1 88.01 .1 . , \ %W 1711T 'q 41 I �5 \ I. ' \ I I I"N' , , I \ I ......... ......... ......... ......... \1 I ADJUST MANHOLE TO GRADE Station Side Each 8+30.74 CL 1 , I i BUILD CONCRETE HEADER 47B I Station to Station Side Lin. Ft. - _J _J 0 _J10 U_ 8+15-24 to 8+46.24 LT - 31.0 . H U_ �_ 8+66.24 LT & RT 31.0 am0) I - I I CD M 01 19t M OR q 'qt .1 c6 c6 k ----- -11; 111"1-11"l- 1-1 III -17 __ - -I' -,- -I*--- , I Proj. No. ,I i SID 2016-2 1 � Description Plan and Profile Construction Sheet I k \ ` Design By B.B. Date 3/2016 Contractor I \ Drawn By ADDroved-% - I I Drn. No. I W1 " 1" (O I ,qt %W 1711T 'q 41 I �5 B.B I 01 16 I I .-_111. ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... - - ......... ......... ......... ......... ......... ......... ......... ......... ......... ....... 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'. , , TI-- 5. ,.,., . . . . . . . . . . �� - I . . . ... i.,.Q) .. *0 " . . . . . . . . .. - . . . , ...... ;. . �w . . . . . . ��' ) ... - _< . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - . . .11 I . .� . . . �_� --7- . ' . . . . . . . . . . . . . -, "��' . , .'.; . . . . . 1: '� .X ... . . . . � ':' . . . . . . . - . .• I . . . . . . ... �_" 10 'S ... . . . . . . r�e ...... � �'_' " " . . . . . . . . . ......... . . . . . . . . . ......... . . . . . . , . ......... .' . . . . . . . . . ......... . . . . . . . . . ......... . . . . . . . ... ......... . . . . . . . . . . . . . . . . . . . . . . . . . . . v- . . . . . . . . . . . . . . . . . . , . . . . . . . . . . (". �y'� �__ ,,*-,- � � ' * ' * * " -. :'_k�" . . * * * . . . Q �-_* It, 0" -�-< . . . �_'.:. _/ . . _,� �, . " F'N . . . . . . . . . . . . . . t13'. ') N'6. 11-"� . . . . . . . . . . . . . . . . r, 11 (6 . (q . . . . . . . . 7,..,"N . . . . . . . . . V � \ '�'/ _ e ':� '_" �'� '. '. ". . k .. . . . . . . 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' ::::::::: ::::::::: ::::::::: ::::::::: ::::::::: ::::::::: ::::::::: .:::::::: .: FILL AR � := A- _:a.�aa ::::::::: � ::::::: ::::::::: ::::::::: ::::::::: :::::::.: :..:..... .. ..... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ... ..... ......... ......... ......... ......... ......... ......... FOX RUN ST., MALLARD WAY AVE., DOVETAIL CIRCLE ::::::::: ::::::::: ::::::::: ::::::::: ::::::::: ::::::::: ::::::::: ::::::: C . T ::A R:E A: =:42:.7 9 : - F ::::::: ::::::::: � :.:::::: ::::::::: ::::::::: ::::::::: .:.:..... :.. ..... .... _ .... ......... ......... ... ..... ......... ......... ......... ......... ......... ......... ........ ........ . ......... Pro;. 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No. 1 SID 2016-2 Description Plan and Profile Construction Sheet � � i I = r_ VER e . 1> i ,"b K (,do C-) �1 ,:� V 11 19, i i Design By Date Contractor �. &� � I.Z !, �, cq jo,a , "I IV6 ,I � B.B. 3/2016 14 co ,.- e Prop. ' , I ,�o 'V- . N , _0 . I � 11-111 11 , N I 111 I Drawn By ' - Approved By Dm. 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I ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ... 11 . .__J .. ......... ......... ......... 1952 ......... ......... ......... ......... * * * .... ** ......... * ......... ......... ......... , * ..... ......... *** .... ** ......... ''******' ......... '''*****' ......... '** ......... ......... ......... ... ......... ......... ......... * ......... ......... ......... ......... ......... ......... **** ......... ......... ......... ......... .. ...Q ..... ILJ I I ......... ......... ......... ......... ......... ......... 1952 ......... ......... ......... ......... . ......... . VPI. -,--) - I A - = 200+15:50 ......... . vrr SIA - 2_00+75.00 . ......... ......... ......... ......... ......... ......... ... 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I ......... ......... ......... ......... ......... ......... ......... ... 0 ..... ......... ......... ......... ......... ......... ......... ......... ......... . 91 - =- �--2%00% ...... - 1.16% ........ ......... ......... ......... ......... ......... ......... ......... ... g I ---0. 50% ....... ......... ......... . � ....... ......... ......... ......... ......... ......... ......... ......... .. Id I I I I * I I I I I I * I * I * I I * * I * * * I I * I I I I I ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... . ...... . 92- =- 1:16% I 1****I'L****''*** � ......... . . . . . . . . ......... . . . . . . . . . *'***''** . ....... . ig� . = - 0.50% I '***** . . . . . . . . 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Proj.No. SID 2016-2 ......... ......... ........: FIL: =A R:E A� :2 6:5.0 � S•� ......... ......... scription . ......... ......... ......... ::::.::.: ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... .... .... ......... ......... ......... ......... ......... ......... .... .... ......... ......... ....... ......... ---.. ..---.... :U-T� R E �� = O.•0 0 ...... ......... ......... ....... ......... ......... ......... ......... ......... ......... .....:::: ......... ::::::::: ......... ::::::::: ......... ::::::::: ......... ::..:.... ......... ......... .......... Cross Sec#ion Sheet Resin 9 DY B.B. Dote 3/2016 Contractor. . . 1: 5 1: �- 1: 3 1: � .. � 1 ... oo • 1: o .. oo ... o Oo 8 � 00 ... �0 00 ... �:0 . 00... So 00... � o ... 00 30 ... 0o io ... 00 �:o ...... oo: � ...... :o :1 ... 00: � io ... 00 30 ... 00 40 ... 0o So ... oQ �:o 00 �o 00 80 00 9:0 00 1: o oo: � 1 oo � 1: � O. Drawn By Approved By Dm. No. 16 of 16 ......... . .... .. .:oo: .. .:oo: .. .:oo: .. .:oo: . .:oo: --- . . ... ... ... ... . .. . ... .•o ... . . B.B. N W 0 0 •® L a 4- E 0 I= M 0 .. L c" N ter- N c� W a m 0 Mwo 00 Q M my tA.V) 911 1 It 811 JOINT SEALANT o 1 l R SLOPE ° ' ° • `�' s _ Q •Q Y 11 R a o • p p p O s o o o P p p . p O 111 PREFORMED EXPANSION JOINT FILLER CONCRETE BARRIER CURB. QUANTITIES CONCRETE 4.55 CU. YDS.iSTA. AREA 1.228 SQ, FT. 11— /1 INTEGRAL CONCRETE SLOPING' -CURB QUANTITIES CONCRETE 0.62 CU. YDS./STA. AREA 0.167 SQ. FT. 911 JOINT SEALANT 1 " PREfORA9E0 EXPANSION JOINT FILLER J, CONCRETE MEDIAN CURB � QUANTITIES CONCRETE 4.42 CU, YDS. /STA. AREA t. t92 SQ. FT. NO TE: ONE INCH PREFORMED EXPANSION JOIN FILLER SHALL BE PLACED AT INTERVALS Of NOT MORE THAN 100 FT. THRU CONCRETE BARRIER CURB, CONCRETE MEDIAN CURB, AND CONCRETE CURB, TYPE 1. NO, 4 L ONGI TUDINAL BAR TO BE 1lt 8 tl GAPPED A T CONTRACTION JOINT L OCA TIONS; 31 t MIN.., 611 MAX, 1"R _ SLOPE • - - v" Now ,o .e ,o ,o • ,s ,e .. O O O O e ' .. D D D• D D NO. 5 x 8" TIE BARS THE AREA BETWEEN CURB AND A T 51-0'1 CENTERS EXISTING CONCRETE PA VEMENT TO BE CLEANED AND ROUGHENED NOTE. AS DIRECTED B Y THE ENGINEER USE WHEN T IS 1— 0 t 1 OR GREATER CONCRETE BARRIER CURB ALTERNATE QUANTI TIES CONCRETE 1.33 CU. YDS. /S TA. AREA 0.359 SQ. FT. 1I -oil 2.It JOINT SEALANT -` e SLOPE D s� r • Q O .O O P S Q• O - .. _ , •Q .Q 1 it p •o o o �[ 0. O o • o o a e a • © �Q Q Q D D t♦. Q • Q • O O e e Ill PREFORMED EXPANSION JOINT FILLER CONCRETE" CURB, TYPE I QUANTI TIES CONCRETE 5.22 CU. YDS. /S TA. AREA 1.408 SQ, FT, 9 11 t, 8" "R — NOTE. MA Y BE USED WHEN T IS LESS THAN 12'1 INTEGRAL CONCRETE BARRIER CURB QUANTITIES CONCRETE 1.33 CU. YDS./STA. AREA 0.359 SQ. FT. II CONTRACTION JOINTS SHALL 1 •-D BE CONS TRUC TED TO MA TCH No. 4 L ONGI TUDINAL BAR TO BE 2 tt LOCA TION OF EXISTING JOINTS 7l1 Zl, GAPPED A T CONTRACTION JOINT cpm ilk moi,, L OCA TIONS 311 MIN., 611 MAX. 0 - �-- \k r• s SLOPE S�-i cr_ . P •� e o e D O D e t1R d. a Q ' • a ..: . ' O e D e d .° �-. CONCRETE PA VEMENT 311 P 40, • Q - - Q ° D P • ` D P NO. 5 x 8,t .TIE BARS A T 5,_0„ CENTERS Ta e ' THE AREA BETWEEN CURB AND TO BE DRILLED AND GROUTED INTO EXISTING EXISTING CONCRETE PAVEMENT CONCRETE. PA VEMENT - (WITH APPROVED GROUT) TO. BE CLEANEU AND ROUGHENED AS DIRECTED BY THE ENGINEER CONCRETE: CURB,., INTEGRAL CONCRETE INTEGRAL CONCRETE CURB TYPE II SLOPING CURB QUANTITIES QUANTI TIES QUANTI TIES CONCRETE 0.89 CU, YDS. IS TA. AREA . 0,239 SQ. FT. CONCRETE 0.87 CU. YDS. /STA CONCRETE 0,46 CU. YDS* IS TA. AREA 0.234 SQ. F T. AREA 0.123 SQ, FT. 8" 211 1l ♦ SLOPE di •" o Q • • . Q tl tl p D Q Y2 !F A O o O • Q P . •Q O Q O Q P ®. ' � D TNTEGRAL CONCRETE TRUCK APRON CURE QUANTITIES CONCRETE 0.97 CU. YDS./STA. AREA 0.927 SQ. FT. all 911 �rrw�ir •D •�aDe o s . a o s • s - p D D A • EROSION CONTROL CURB QUANTITIES CONCRETE 0.81 CU, YDS./STA. AREA 0,219 SQ. FT. T/4 !2MIN.SAW CU 4" MIN. DEPTH � i T CONTRACTION JOINT THRU CURB � FOR NON—INTEGRAL CURB THE CONTRACTION JOINTS MAY BE MADE WITH A DOUBLE EDGER WHILE THE .CONCRETE IS STILL PLASTIC. NOTE: T = PAVEMENT THICKNESS R11 JUL 15 ADDED TRUCK APRON CURB R10 FEB 09. MULTIPLE REVISIONS R9 MAR -.05 MUL TIPLE REVISIONS REV. NO. DATE DESCRIPTION OF REVISION NEBRASKA DEPARTMENT OF ROADS STANDARD PLAN N0. 301-R11 PAVEMENT. DETAILS ACCEPTED BY FHWA FOR YPE ON THE NATIONAL. HIGHWAY SYST o 41k It's - 4, AT ORIGINAL: JANUARY 31, 1974 DATE 1 3 - • O O O O F O • a • a � e O p D • O D O O D O Q O cc • O INTEGRAL CONCRETE SLOPING' -CURB QUANTITIES CONCRETE 0.62 CU. YDS./STA. AREA 0.167 SQ. FT. 911 JOINT SEALANT 1 " PREfORA9E0 EXPANSION JOINT FILLER J, CONCRETE MEDIAN CURB � QUANTITIES CONCRETE 4.42 CU, YDS. /STA. AREA t. t92 SQ. FT. NO TE: ONE INCH PREFORMED EXPANSION JOIN FILLER SHALL BE PLACED AT INTERVALS Of NOT MORE THAN 100 FT. THRU CONCRETE BARRIER CURB, CONCRETE MEDIAN CURB, AND CONCRETE CURB, TYPE 1. NO, 4 L ONGI TUDINAL BAR TO BE 1lt 8 tl GAPPED A T CONTRACTION JOINT L OCA TIONS; 31 t MIN.., 611 MAX, 1"R _ SLOPE • - - v" Now ,o .e ,o ,o • ,s ,e .. O O O O e ' .. D D D• D D NO. 5 x 8" TIE BARS THE AREA BETWEEN CURB AND A T 51-0'1 CENTERS EXISTING CONCRETE PA VEMENT TO BE CLEANED AND ROUGHENED NOTE. AS DIRECTED B Y THE ENGINEER USE WHEN T IS 1— 0 t 1 OR GREATER CONCRETE BARRIER CURB ALTERNATE QUANTI TIES CONCRETE 1.33 CU. YDS. /S TA. AREA 0.359 SQ. FT. 1I -oil 2.It JOINT SEALANT -` e SLOPE D s� r • Q O .O O P S Q• O - .. _ , •Q .Q 1 it p •o o o �[ 0. O o • o o a e a • © �Q Q Q D D t♦. Q • Q • O O e e Ill PREFORMED EXPANSION JOINT FILLER CONCRETE" CURB, TYPE I QUANTI TIES CONCRETE 5.22 CU. YDS. /S TA. AREA 1.408 SQ, FT, 9 11 t, 8" "R — NOTE. MA Y BE USED WHEN T IS LESS THAN 12'1 INTEGRAL CONCRETE BARRIER CURB QUANTITIES CONCRETE 1.33 CU. YDS./STA. AREA 0.359 SQ. FT. II CONTRACTION JOINTS SHALL 1 •-D BE CONS TRUC TED TO MA TCH No. 4 L ONGI TUDINAL BAR TO BE 2 tt LOCA TION OF EXISTING JOINTS 7l1 Zl, GAPPED A T CONTRACTION JOINT cpm ilk moi,, L OCA TIONS 311 MIN., 611 MAX. 0 - �-- \k r• s SLOPE S�-i cr_ . P •� e o e D O D e t1R d. a Q ' • a ..: . ' O e D e d .° �-. CONCRETE PA VEMENT 311 P 40, • Q - - Q ° D P • ` D P NO. 5 x 8,t .TIE BARS A T 5,_0„ CENTERS Ta e ' THE AREA BETWEEN CURB AND TO BE DRILLED AND GROUTED INTO EXISTING EXISTING CONCRETE PAVEMENT CONCRETE. PA VEMENT - (WITH APPROVED GROUT) TO. BE CLEANEU AND ROUGHENED AS DIRECTED BY THE ENGINEER CONCRETE: CURB,., INTEGRAL CONCRETE INTEGRAL CONCRETE CURB TYPE II SLOPING CURB QUANTITIES QUANTI TIES QUANTI TIES CONCRETE 0.89 CU, YDS. IS TA. AREA . 0,239 SQ. FT. CONCRETE 0.87 CU. YDS. /STA CONCRETE 0,46 CU. YDS* IS TA. AREA 0.234 SQ. F T. AREA 0.123 SQ, FT. 8" 211 1l ♦ SLOPE di •" o Q • • . Q tl tl p D Q Y2 !F A O o O • Q P . •Q O Q O Q P ®. ' � D TNTEGRAL CONCRETE TRUCK APRON CURE QUANTITIES CONCRETE 0.97 CU. YDS./STA. AREA 0.927 SQ. FT. all 911 �rrw�ir •D •�aDe o s . a o s • s - p D D A • EROSION CONTROL CURB QUANTITIES CONCRETE 0.81 CU, YDS./STA. AREA 0,219 SQ. FT. T/4 !2MIN.SAW CU 4" MIN. DEPTH � i T CONTRACTION JOINT THRU CURB � FOR NON—INTEGRAL CURB THE CONTRACTION JOINTS MAY BE MADE WITH A DOUBLE EDGER WHILE THE .CONCRETE IS STILL PLASTIC. NOTE: T = PAVEMENT THICKNESS R11 JUL 15 ADDED TRUCK APRON CURB R10 FEB 09. MULTIPLE REVISIONS R9 MAR -.05 MUL TIPLE REVISIONS REV. NO. DATE DESCRIPTION OF REVISION NEBRASKA DEPARTMENT OF ROADS STANDARD PLAN N0. 301-R11 PAVEMENT. DETAILS ACCEPTED BY FHWA FOR YPE ON THE NATIONAL. HIGHWAY SYST o 41k It's - 4, AT ORIGINAL: JANUARY 31, 1974 DATE 1 3 0 1� 0 L D No 110 we 00q - Wo o •- o o' LL V), %" DIA. X 18" DOWEL BARS, T=611 TO 811 1%1t DIA. X 18" DOWEL BARS, T OVER 811 ♦ nc N . • : EXPANSION TUBE A EXISTING SLAB B NEW SLAB A GREASE DOWEL BAR .0N EXPANSION TUB SIDE B 1" PREFORMED EXPANSION JOINT FILLER NOTES: C JOINT SEALANT DOWEL BARS SHALL BE DRILLED TO A DEPTH OF 8" INTO EXISTING SLAB AND GROUTED. DOWEL BARS SHALL BE PLACED A T P-0" CENTERS. THE OUTSIDE DOWEL BAR SHALL BE PLACED 6" FROM THE EDGE OF THE SLAB. THIS JOINT SHALL BE CONSTRUCTED TRANSVERSE TO THE ROADWAY WHERE THE NEW CONCRETE ABUTS THE EXISTING CONCRETE. DOWEL BARS SHALL BE PLACED PARALLEL TO THE ROADWAY f AND TO THE ROADBED, EXPANSION JOINT (SUBSIDIARY) N0. S x 18" TIE BARS AT 33" 11_011 CENTERS TO BE DRILLED AND GROUTED INTO EXISTING SLAB. 2" ASPHAL TIC CONCRETE � P . ® . . Ate` P O O O O O P o O .a a 6 a a a a. a• . a. o s e o o P O o a L7 C O O P . P . P . O 491 O • P Ar. p 0 EXISTING SLAB VARIABLE CONCRETE BASE COURSE W/INTEGRAL CURB' t „ NO. S x 18" TIE BARS AT 33`1 1-0 CENTERS TO BE DRILLED AND Z 211 GROUTED INTO EXISTING SLAB. 8� ie o .p O P O O P O P P P • O P O O A O P O P 0 EXIS TING SL AB VARIABLE THE FOLLOWING NOTE IS TYPICAL FOR CONCRETE BASE COURSE W/INTEGRAL CURB AND CONCRETE PAVEMENT WIDENING: . CONTRA C TION AND EXPANSION JOINTS SHALL BE CONS TRUC TED TO MA TCH L DCA TIONS OF EXIS TING JOINTS, CONCRETE PAVEMENT WIDENING 31;011 MIN. JOINT SEALANT j . SLOPE 2% . ---- JOINT SEALANT Y4 R, I I - 1 " PREFORMED f EXPANSION JOINT FILLER CONCRETE MEDIAN SURFACING ONE INCH PREFORMED EXPANSION JOINT FILLER SHALL BE PLACED ACROSS THE FULL WID TH ' OF THE MEDIAN SURFACING AT INTERVALS OF NOT MORE THAN 491-011. L ONGI TUDINAL JOINTS ONE INCH DEEP SHALL BE MADE IN ALL MEDIANS WHEN SURFACING WIDTH IS 161-011 OR GREATER, TRANSVERSE JOINTS ONE INCH DEEP SHALL BE MADE IN ALL MEDIANS AT INTERVALS OF NOT MORE THAN 81 -011 0 TRANSVERSE AND LONGITUDINAL JOINTS SHALL NOT BE FILLED. 111 PREFORMED EXPANSIC'Ai /n T Al T c- rt t ccs VARIABLE ONE INCH PREFORMED EXPANSION JOINT FILLER SHALL BE PLACED A T INTERSECTION RETURNS AND WHERE SHOWN ON THE PLANS, TRANS VERSE JOINTS SHALL BE PROVIDED EVERY 8"-0" OR WHERE SHOWN ON THE ' PLANS. NOTE: RECESS THE EXPANSION JOINT FILLER Y211 FROM THE TOP SURFACE OF THE CURB TYPE UNDER CONSTRUCTION DETAIL FOR CUTTING EXPANSION JOINT FILLER t1_011 It -1, o e a o o e O • ® D p D® •p D D• D z O O O O P P P VARIABLE (21_011 MIN. TO 3"_611 MAX I COMBINATION CONCRETE'CUR,B & GUTTER 6" OPENING` FOR SIGN POST 1'-611 I 4'-0" MIN. I A W v� 1 11 PREFORMED EXPANSION JOINT FILLER WIJOINT SEALANT 6" OPENING FOR SIGN POST B 11` PREFORMED EXPANSION JOINT FILLER W/JOINT SEALANT MEDIAN SURFACING , (SAND FIL L _? e 1 t' PREFORMED EXPANSION JOIN T FIL L ER MEDIAN SURFACING (SAND FILL) 11-6" 41-011 MIN. 1 1 JDINT SEALANT ♦ 1 a. a. A a p P O O •� O 1 " PREFORMED EXPANSION JOINT FILLER SECTION A—A END. -OF MEDIAN ISLANQ it -6111 q'_D" MIN_ LENGTH AS SHOWN DN -PLANS PLAN 41_01 1 MIN. JOINT SEALANT CONCRETE ISLAND NOSE a o a o 4r' ��—O O °? • �>—rteD—O �' O ��—P r— !� O �•'•P O A. 7A A A X A A TDP OF SLAB CONCRETE PA VEMENT VOU 40 4. 40 41b SECTION C—C SECTION D—D CONCRETE ISLAND 'NOSE NOTE: EXISTING CONCRETE PAVEMENT IS TO BE REMOVED'TO. BUILD CONCRETE ISLAND NESE. NOTE: F =PAVEMENT THICKNESS Rff JUL 15 ADDED TRUCK APRON CURB R10 FEB 09 MULTIPLE REVISIONS R9 MAR 05 MUL TIPLE REVISIONS REV. N0. DATE DESCRIPTION OF REVISION NEBRASKA DEPARTMENT OF ROADS STANDARD PLAN N0. 301-R1 1 C 3„"PAVEMENT DETAILS a A 14I 44 r A %4„ BARD TO BE LEFT IN PLACE CONCRETE HEADER ACCEPTED BY FHWA FORVSE ON THE NATIONA GHWAY SYSTEM: Yl r i 4 1t� [is ORIGINAL: JANUARY. 31, 1974 ©ATE 2 3 C 0 4) 0 0 C\l 0 LO i t 1 r I 3 tZ V H N W n Ln z H W M of L '+- CQ C 0 U L • • M OD M 00N W O N I U W D M z 0 H N H H z CD 'H ^ V ) W LO z 0 ,H^ V J W 0 • L 4— E C O U L • • L W 00 M soN O N I U W M MOP z O V) H H z rH^ V W 0 C da Ln !z V H V) W 0 • L -F- a E 0 U L • • 00 M N ILW O N I U W ro so N H W 0 cr0 L a 0 0 0 M L 0 Q soL 0 0 O N 0 lq- 0 .. Ln .. a� o Vn SIL T CHECK SECURE WI TH CA BL E TIE WHEN S TAKING IS NOT FEASIBLE — /TSA gCF��O SIL T CHECK SURFACE FLOW (TYP•) SECURE WI TH CABLE TIE WHEN S TAKING IS NO T FEASIBL E WIRE TIED ( T YP. ) PLAN VIEW STAKE STAK�c SIL T CHECK SILT CHECK SIZE VARIES. c�. B FL OW �cF 1 " X 2" x 2'-0" NOMINAL WOOD S TAKES 2'-0" O.C. (T YP.) WHEN CONDITIONS ALLOW. CABLE TIE CHECK AT 0 VERL AP TO PRE VEN T MO VEMENT - WHEN NO T S TA KED (PA VEMENT A PPL ICA TION). SEE CHECK S TA KING DE TAIL . SILT CHECK INLET FILTER PERSPECTIVE VIEW 1 SIL BE WI SILT CHECK OUTLET PROTECTION PLAN VIEW SILT CHECK INLET PROTECTION SIL T CHECK SIL T CHE T YPE 4 C FLOW FLOW A MMt)A/ 3 0 czj PLAN VIEW PROJECT NO. C.1 Y. STAPLES ?ON 3 A /%//I- T TO 6" TRENCH SIL T CHECK 3 A ^TOT " 6TRENCH C _FLOW SECTION C -C SILT CHECK TYPE 4 AT INLET SEE STAKING DETAIL SHEET I OF 4 FLOW SHEET �� � 0pNDS� �,�°••' RONALD 1�;�� SILT CHECKS ALL TYPES w S E. a: POE 'm SHEET 4 OF 4 d : L.A. 275 =� `p�grhro QfSTN�0�P5�Q mD�AL IPLAH�g Ln if f 0 Ld ir d m 3 E Q M a 4 0 Lo 0 0 cl w r - N m 0 v CHANNELIZATION DEVICES THE FUNCTION OF GHANNELIZATION DEVICES IS TO WARN ROAD USERS OF CONDITIONS CREATED BY WORK ACTIVITIES IN OR NEAR THE TRAV€tED WdY. TO PROTECT WORKERS IN THE TEMPORARY TRAFFIC CONTROL ZONE. AND TO GUIDE DRIVERS AND PEDESTRIANS SAFELY. CHdNNELIZiN6 DEYICE3 INCLUDE BUT ARE NOT LIMITED TO CONES, TUBULAR POSTS, VERTICAL PANELS,' DRUMS, BARRICADES, TRAFFIC LANE DIVFDERS. TEMPORARY RAISED ISLANDS* AND BARRIERS. DEVICES USED FOR CHANNELIZATION SHOULD PRQVIDE 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 TRdFFIC FROM THE WORK SPACE. PAVEMENT DROP-OFFS. FEOESTRIAN PATHS, OR OPPOSING DIRECTIONS OF TRAFFIC. CHANNELIZING DEVICES SHALL MEET THE CRASHWORFHY PERFORMANCE CRITERIA CON7AINEQ IN THE. NATIONAL COOPERATIVE HIGHWAY RESEARCH PROGRAM fNCHRPI 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 k 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 CHANNELfZING DEVICES SHOULD NOT EXCEED k DISTANCE IN FEET EQUAL TO THE SPEED WHEN USED FOR THE TAPER CHANNELIZATIOPt. AND A DISTANCE IN FEET OF TWICE THE SPEED WHEN USED FOR TANGENT CbIANNELIZATION. SPACING OF CHANNELIZATION DEVICES SPEED (MPH) S SPACING . aF DEVICES (FEET) TAPERTANGENT 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. 1 a a i i 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 I.II BARRICADES WITH A .4 FOOT LENGTH OF RAIL, MAY BE.ALLOWED WHEN APPROVED BY THE ENGINEER. TYPE III BARRICADE TYPE II BARRICADE TYPICAL MOUNTING OF FLASHING WARNING LIGHTS. LIGHTS SHALL ALWAYS BE IN VFRTTCAI_ AI.IGNMFNT_ kLLAST )D RETROREFLECTIVE WHITE z N 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* APPLICATION TRAFFIC CONES ARE USED TO CHANNELIZE TRAFFIC, DIVIDE OPPOSING TRAFFIC LANES, DIVIDE TRAFFIC LANES WHEN TWO OR MORE LANES ARE KEPT OPEN IN THE SAME DIRECTION, AND DELINEATE SHORT -DURATION MAINTENANCE AND UTILITY WORK. CONES SHALL NOT .BE USED 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 CO -NES RETROREFLECTIVE FLUORESCENT ORANGE THE RETROREFLECTIVE MATERIAL USED ON CHANNELIZING DEVICES SHALL HAVE A SMOOTH, SEALED OUTER SURFACE,. MEETING THE REQUIREMENTS OF THE ASTM SPECIFICATION D49569 FOR BALLAST SHALL NOT BE PLACED OVER ANY REFLECTIVE DEVICE RETROREFLECTIVE WHITE TYPE IV SHEETING OR TYPE V REBOUNDABLE SHEETING (OR GREATER). DESIGN 1 A BARRICADE IS A PORTABLE OR FIXED DEVICE HAVING TWO OR THREE RAILS. WITH 30 LB BASE APPROPRIATE MARKINGS. . IT IS USED TO CONTROL ROAD USERS BY CLOSING, RESTRICTING, 21/4" MAX. HEIGHT OR DELINEATING ALL OR A PORTION OF THE RIGHT-OF-WAY. DESIGN BARRICADES SHALL BE ONE OF TWO TYPES; TYPE II OR TYPE III. 42 INCH CONES SHALL INCLUDE A 30 POUND RUBBER BASE.AND DISPLAY FOUR 6 INCH VERTICAL PANELS DESIGN H- L -.:: ROADWAY .] 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 RETROREFLECTORIZED 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 RETROREFLECTIVE WHITE co N 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. STRIPES ON BARRICADE RAILS SHALL .BE ALTERNATING ORANGE AND WHITE RETROREFLECTIVE WIDE BANDS OF RETROFEFLECTIVE SHEETING,, ALTERNATING FLUORESCENT ORANGE -WHITE - THE AMERICAN TRAFFIC SAFETY SERVICES ASSOCIATION (ATSSA) "QUALITY GUIDELINES FOR STRIPES .SLOPING DOWNWARD AT..AN ANGLE OF 45 DEGREES IN THE DIRECTION ROAD USERS FLOURESCENT ORANGE -WHITE. WORK. ZONE TRAFFIC CONTROL DEVICES" SHALL BE USED AS A VISUAL GUIDE FOR DETERMINING ARE TO PASS. THE STRIPES SHALL BE 6 INCHES WIDE* THE MINIMUM RAIL LENGTH FOR A IF A TRAFFIC CONTROL DEVICE/OR SIGN IS: ACCEPTABLE. MARGINAL OR. UNACCEPTABLE. TYPE. II . BARRICADE .IS 36 INCHES. APPLICATION THE NAME AND TELEPHONE NUMBER OF.THE AGENCY, CONTRACTOR, OR SUPPLIER MAY BE.SHOWN WHERE BARRICADES EXTEND ENTIRELY ACROSS A ROADWAY, THE STRIPES SHOULD SLOPE WHEN APPROVED BY THE ENGINEER OR SHOWN IN THE PLANS, 42 INCH REFLECTIVE CONES MAY ON THE CHANNELIZING DEVICE BACK OR .SUPPORT,. BUT NOT ON THE DEVICE FACE. THE LETTERS DOWNWARD IN THE DIRECTION TOWARD .WHICH ROAD USERS MUST TURN. WHERE BOTH RIGHT BE USED IN LIEU OF TYPE II BARRICADES OR REFLECTORIZED DRUMS. 42 INCH CONES SHALL AND NUMBERS SHALL BE A NON -REFLECTIVE COLOR AND NOT OVER 15 SQUARE INCHES IN TOTAL AND LEFT TURNS ARE PROVIDED, THE STRIPES MAY SLOPE DOWNWARD IN BOTH DIRECTIONS NOT BE USED FOR LANE -CLOSURE TAPERS OR SHIFTS, IF A RECTANGULAR BASE IS USED, THE AREA. FROM THE CENTER OF THE BARRICADE OR BARRICADES. WHERE N0 TURNS ARE INTENDED, LONG SIDE OF THE BASE SHOULD BE ORIENTED PARALLEL TO THE DIRECTION OF TRAFFIC. THE STRIPES SHOULD SLOPE DOWNWARD TOWARD THE CENTER OF THE BARRICADE OR PARTICULAR ATTENTION SHOULD BE. GIVEN TO MAINTAINING THE CHANNELIZING DEVICES TO KEEP BARRICADES* THEM CLEAN, VISIBLE. AND PROPERLY POSITIONED. DEVICES SHALL BE REPLACED THAT ARE TUBULAR POST AND CURB SYSTEM DAMAGED AND/OR HAVE LOST A SIGNIFICANT AMOUNT OF THEIR RETROREFLECTIVITY AND BARRICADE RAILS SHOULD BE SUPPORTED IN A MANNER THAT WILL ALLOW THEM TO BE SEEN EFFECTIVENESS. BY THE ROAD USER, AND IN A MANNER THAT PROVIDES'A STABLE SUPPORT THAT IS NOT EASILY BLOWN OVER OR DISPLACED. 36" - 42" REFLECTORIZED PDRUMS ON HIGH-SPEED ROADWAYS OR IN OTHER SITUATIONS WHERE BARRICADES MAY BE SUSCEPTIBLE RETROREFLECTIVE TO OVERTURNING IN THE WIND, SANDBAGS SHOULD BE USED FOR BALLASTING. SANDBAGS MAY BANDS -- t 36 ® ie 18 MIN. BE PLACED ON LOWER PARTS OF THE FRAME OR STAYS TO PROVIDE THE REQUIRED BALLAST Q2f� °° - '�---- 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 v M CURB UNIT RETROREFLECTIVE WHITE BARRICADE BACK OR SUPPORT BUT NOT ON ITS FACE. RETROREFLECTIVE FLUORESCENT _ ORANGE WHEN LATERAL SPACE IS LIMITED, SOME TYPE III BARRICADES WITH A 4 FOOT LENGTH OF ° M71 UDF777777 RAIL, MAY BE ALLOWED WHEN APPROVED BY THE ENGINEER. 2" - 4'' OPTIONAL RETROREFLECTIVE DESIGN RETROREFLECTIVE WHITE FLUORESCENT ORANGE 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. APPLICATION ''MATERIAL THAT CAN BE STRUCK WITHOUT DAMAGING IMPACTING VEHICLES. THE COLOR SHALL BE AS SHOWN IN THE PLANS. TYPE 11 BARRICADES - ARE INTENDED FOR USE IN SITUATIONS WHERE TRAFFIC IS MAINTAINED DESIGN THROUGH THE TEMPORARY TRAFFIC CONTROL ZONE. THEY MAY BE .USED INDIVIDUALLY OR IN THE TUBULAR POSTS SHALL BE RETROREFLECTIVE: RETROREFLECTION OF TUBULAR POSTS SHALL GROUPS . TO MARK A SPECIFIC CONDITION, OR THEY MAY BE USED IN A SERIES FOR BE PROVIDED BY TWO 3 -INCH WIDE RETROREFLECTIVE BANDS PLACED A MAXIMUM OF 2 INCHES REFLECTORIZED PLASTIC DRUMS USED FOR TRAFFIC WARNING OR CHANNELIZATION SHALL BE CHANNELIZING TRAFFIC* .ON THE INTERSTATE, FREEWAY AND EXPRESSWAY SYSTEM, TYPE II FROM THE TOP WITH A MAXIMUM OF 6 INCHES BETWEEN THE BANDS, EACH CURB SECTION SHALL CONSTRUCTED OF LIGHTWEIGHT, FLEXIBLE, AND DEFORMABLE MATERIALS AND BE A. MINIMUM OF. BARRICADES SHALL ' NOT BE USED FOR CHANNELIZATION. CONTAIN ONE RETROREFLECTIVE MARKER- FACING EACH DIRECTION OF TRAFFIC. THE COLOR OF 36 INCHES IN HEIGHT AND HAVE A MINIMUM WIDTH OF AT LEAST A 18 INCHES,.REGARDLESS OF THE RETROREFLECTIVE BANDS AND MARKERS SHALL -MATCH THE POST/CURB COLOR* ORIENTATION. THE PREDOMINANT COLOR OF THE DRUM SHALL BE ORANGE. METAL DRUMS SHALL TYPE III. BARRICADES USED AT A ROAD CLOSURE MAY EXTEND COMPLETELY ACROSS A ROADWAY NOT BE USED. THE MARKINGS ON DRUMS SHALL BE HORIZONTAL, SHALL BE CIRCUMFERENTIAL, FROM CURB TO CURB. WHERE PROVISION IS MADE FOR ACCESS OF. AUTHORIZED EQUIPMENT THE CURB SECTIONS SHALL BE CONFIGURED TO ALLOW FOR DRAINAGE FROM THE PAVEMENT AND SHALL.DISPLAY FOUR 6 INCH WIDE BANDS OF RETROREFLECTIVE SHEETING, ALTERNATING AND VEHICLES, THE RESPONSIBILITY FOR THE TYPE III BARRICADES SHOULD BE ASSIGNED TO SURFACE. FLUORESCENT ORANGE -WHITE -FLUORESCENT ORANGE -WHITE,. DRUMS SHALL HAVE CLOSED TOPS A PERSON WHO. SHALL PROVIDE PROPER CLOSURE AT THE END OF EACH WORK DAY* THAT WILL NOT ALLOW COLLECTION OF CONSTRUCTION OR OTHER DEBRIS. APPLICATION WHEN A HIGHWAY IS LEGALLY CLOSED BUT ACCESS MUST STILL BE ALLOWED FOR LOCAL TRAFFIC, THE TYPE III BARRICADES MAY NOT BE EXTENDED COMPLETELY ACROSSA ROADWAY. APPLICATIONA SIGN WITH THE APPROPRIATE LEGEND CONCERNING PERMISSIBLE USE BY LOCAL TRAFFIC TUBULAR POST AND CURB SYSTEMS MAY BE USED TO DIVIDE OPPOSING LANES OF TRAFFIC OR SHALL BE MOUNTED. TO DIVIDE TRAFFIC LANES WHEN TWO OR MORE. LANES ARE KEPT OPEN IN THE SAME DIRECTION. .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 NORMALLY PERMANENT SIGNS MOUNTED ON BARRICADES SHALL BE ERECTED ABOVE THE FASTENING THE CURBS.TO THE PAVEMENT WITH ANCHOR BOLTS OR OTHER SUITABLE METHODS AS VISIBLE ANI? HAVE GOOD TARGET VALUE; THEY GIVE THE APPEARANCE OF BEING FORMIDABLE BARRICADE. THE SIGNS "ROAD CLOSED"q, OR "ROAD WORK AHEAD", FOR EXAMPLE CAN DIRECTED BY THE MANUFACTURER IS REQUIRED TO MINIMIZE THE CHANCE OF BEING MOVED BY OBSTACLES AND, -THEREFORE, COMMAND THE RESPECT OF ROAD USERS. EFFECTIVELY BE MOUNTED ABOVE THE BARRICADE THAT CLOSES THE ROADWAY. TYPE III TRAFFIC. BARRICADES SHALL BE SUPPLEMENTED WITH A LIGHTING DEVICE UNLESS SPECIFICALLY OMITTED BALLAST SHALL NOT BE PLACED ON TOP OF THE DRUM. DRUMS SHOULD! NOT BE WEIGHTED WITH BY THE ENGINEER. DETOUR ARROW AND LARGE WARNING ARROW SIGNS SHOULD BE PLACED ON TUBULAR POST AND CURB SYSTEMS SHALL BE INSTALLED IN THE LOCATIONS SHOWN IN THE SAND, WATER, OR ANY MATERIAL. THE FACE OF BARRICADE. PLANS OR DIRECTED BY THE ENGINEER. VERTICAL PANELS DESIGN H- L -.:: ROADWAY .] 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 RETROREFLECTORIZED 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 RETROREFLECTIVE WHITE co N 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. OPPOSING TRAFFIC LANE- DIVIDERS 1 UD 0 M 0 z ca LLi M c� a 0 DESIGN OPPOSING TRAFFIC LANE DIVIDERS SHALL BE A TWO SIDED UPRIGHT RETROREFLECTQRIZED 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 QN 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. Lo a .. E 0 9 Ln l � S T 0 P 4 �e TO STOP TRAFFIC TRAFFIC PROCEED s TO ALERT AND SLOW TRAFFIC EMERGENCY USE ONLY LIGHTING DEVICES 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 DEET THE SIZE AND SPECIFICATIONS OF THE MUTCD FOR TYPE &..lC" 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 cv �►► FLASHING rte- ARROW • L MINIMUM RIGHT SHOWN; LEFT OPPOSITE SEQUENTIAL oti Oso e o 0 o+i ARROW 30 150 RIGHT SHOWN; LEFT OPPOSITE 180 L o SEQUENTIAL CHEVRON FLAGGER PADDLE 245 RIGHT SHOWN; LEFT OPPOSITE FLASHING DOUBLE ARROW oiooio 320 • o 450 THE STOP/SLOW PADDLE SHALL HAVE AN OCTAGONAL SHAPE ON A RIGID HANDLE. 540 FLASHING FLASHING FLASHING OR ALTERNATING .STOP/SLOW PADDLES SHALL BE AT LEAST 18 INCHES WIDE WITH LETTERS AT LEAST 6 INCHES HIGH. IF CAUTION 55 550 THE STOP/SLOW PADDLE IS PLACED ON A RIGID STAFF, THE MINIMUM LENGTH OF THE STAFF, 660 ALTERNATING DIAMOND CAUTION 600 MEASURED FROM THE BOTTOM OF THE SIGN TO THE END OF .THIS STAFF THAT RESTS ON THE 720 65 654 GROUND, SHOULD BE 5 FEET.. THE STOP/SLOW PADDLE SHOULD BE THE PRIMARY AND PREFERRED 780 75 750 HAND -SIGNALING DEVICE BECAUSE THE STOP/SLOW PADDLE GIVES ROAD USERS MORE POSITIVE 900 GUIDANCE THAN RED FLAGS. USE OF FLAGS SHOULD BE LIMITED TO EMERGENCY SITUATIONS. cv FLAGGERS A FLAGGER MUST BE DRESSED FOR SAFETY. IN ADDITION TO THE REQUIREMENTS OF THE. N "WORKER VISIBILITY" SECTION LISTED BELOW, FLAGGERS SHALL. WEAR: w 1. AN. ORANGE OR YELLOW/GREEN CAP OR HARD HAT. LL c`av 2. A SHIRT WITH SLEEVES, PANTS AND SHOES.(TANK TOPS, SHORTS OR SANDALS SHALL .. NOT BE WORN). e 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 -QF -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 mIS DEFINED TO MEAN PERSONAL PROTECTIVE SAFETY CLOTHING THAT; 0 o0 1. IS INTENDED TO PROVIDE CONSPICUITY DURING BOTH DAYTIME AND NIGHTTIME USAGE, N0 la—mAND ma �N 2. MEETS THE PERFORMANCE CLASS 2 OR CLASS 3 REQUIREMENTS OF THE ANSI/ISEA 107-2004 PUBLICATION ENTITLED "AMERICAN NATIONAL STANDARDS FOR HIGH w VISIBILITY SAFETY APPAREL AND HEADWEAR" LIGHTING DEVICES 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 DEET THE SIZE AND SPECIFICATIONS OF THE MUTCD FOR TYPE &..lC" 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 FLASHING 0 o�oo�i ARROW • L MINIMUM RIGHT SHOWN; LEFT OPPOSITE SEQUENTIAL oti Oso e o 0 o+i ARROW 30 150 RIGHT SHOWN; LEFT OPPOSITE 180 35 SEQUENTIAL CHEVRON ' io o��•o• leoo�•o• 245 RIGHT SHOWN; LEFT OPPOSITE FLASHING DOUBLE ARROW oiooio 320 • o 450 0 0 •.••.•. OR OR 540 FLASHING FLASHING FLASHING OR ALTERNATING LINE CORNERS. CAUTION 55 550 605 660 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 OF 10 SEGMENTS.. 6" 24" EDGE OF TRAVELED LANE ` z z 3 vN- El� J Ic -J a _ NcoN i OF ROADWAY.. I t 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 5/e". PREFORMED RUMBLE STRIPS MAY BE. USED PROVIDED THEY HAVE A MINIMUM 1/2' HEIGHT. TRAFFIC SIGNALS TRAFFIC SIGNALS MAY BE ALLOWED AT CERTAIN EQUIPMENT CROSSINGS WHERE THE VOLUME OF FILL MATERIAL AND THE NUMBER OF EQUIPbtENT 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 ONTROL.ALL TRAFFIC SIGNAL REQUESTSAND 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 SIGNA! SYSTEM IS NOT PUT IMMEDIATELY INTO OPERATION. THE SIGNAL FACES SHALL BE COVERED NfITH 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 ALTERNAFIV€ TO COVERING THE HEADS. FLOODLIGHTS WHEN NIGHTTIME WORK IS REQUIRED. FLOODLIGHTS SHALL BE USED TO ILLUMINATE FLAGGER STATIONS. FLQODLIGHTS 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 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 1.00 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 TAPERF1100 R LENGTH (FEET) MERGING TAPERL MINIMUM SHIFTING TAPER1/2 L MINIMUM SHOULDER TAPER1/3 L MINIMUM TWO-WAY TAPER FEET MAXIMUM FORMULAS FOR L SPEED FORMULA 40 MPH OR LESS L =260 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 50 500 550 600 55 550 605 660 60 600 660 720 65 654 715 780 75 750 825 900 R6 JUN 14 2009 MUTCD UPDATE R5 OCT 98 REVISE CHANNEL IZA TION DEVICES, TAPER R9 JAM 95 REWRITE REV. N0. DATE DESCRIPTION OF REVISION NEBRASKA DEPARTMENT- OF ROADS STANDARD PLAN N0. 920-R6 TRAFFIC CONTROL CONSTRUCTION AND MAINTENANCE ACCEPTED BY FHWA FOR USE 0 NATIONAL HIGHWAY SYSTE JUNE _V4 o DANIEL J. DATE 2 d WADDLE � E-6289 3 ORIGINAL: OF OCTOBER 1998 DATE Ln Z t� w.. t� w n Q sr L ck. E 0 L v� -ca 0 00 0 ©' 0 0= �{ M ai a° V) W -fir ROADSIDE SIGNS HEIGHT AND LATERAL LOCATION OF SIGNS RURAL AREA 6 f L�-406 FT. TO 12 FTr T4 12 Fr. ROAD ET WORK MILE s FT. 1000 �i 45 M.P.N. URBAN AREA 2 FT. MIN. TYPICAL FIRST SIGN ' AT CONSTRUCTION SITE LAJ 0Z � w rW PAVED SHOULDER' I TYPICAL SIGN MOUNTINGS OTHER THAN POST MOUNTED TYPE III BARRICADE WITH. SIGN -ROAD TYPE III BARRICADE . WITH CLOSED SIGN AND DETOUR ARROW 500 FT A PORTABLE AND TEMPORARY MOUNTING WITH TYPE "A" FLASHING WARNING LIGHT MOUNTED ABOVE TYPE III BARRICADE TYPICAL- SIGN- MOUNTINGS POST MOUNTED SIGNS 48 INCHES OR WIDER REQUIRE TWO POSTS SPEED LIMIT 45 LESS THAN 48 INCHES t MGN WIDTHS LESS THAN 48 INCHES r MAY BE MOUNTED WITH ONE POST TYPE II BARRICADE WITH DETOUR ARROW OR SIGN MIN. t FT. ABOVE PAVEMENT i 1500 FT PORTABLE AND TEMPORARY MOUNTING TYPE III BARRICADE KITH CHEVRONS PLASTIC DRUM WITH CHEVRON OR SIGN TEMPORARY SIGN -SUPPORTS ALL "TEMPORARY SIGN" SUPPORTS (BASES) SHALL BE NCHRP 354 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 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. 4r 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 nr nr.-•n.rn rn .ir•nrem n..r.rrv rn..rrnnnrr wnnv �n�ir wrri� • cnrrn DC UCJ1UItlCU JU YG171l.LCJ l.A1Y JHI'GL I I RXYCL i nrtuuun I I7C WORK LUIYC 111 I11 M JrCGU 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 REDUIRED FOR THE WORK. 3'-0" MIN. OUTSIDE i I � CLEAR ZONE D. EXISTING SPEED 11MIT SIGNS SHALL BE REMOVED OR COVERED WHEN A REDUCED WORK ZONE SPEED LIMIT IS IN EFFECT IN THE SAME AREA. � PDMS PDMS 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. � 0 � � G. DOUBLE FINES AND REDUCED SPEED ZONE SIGNING ARE NOT REQUIRED FOR SHORT -DURATION WORK LESS THAN 12 HOURS. O ON SHOULDER OFF SHOULDER TAPER FORMULA LEGEND L = S x N FOR SPEEDS OF 45 MPH OR MORE. o TYPE III BARRICADE PORTABLE DYNAMIC MESSAGE SIGNS (PDMS) L = w$2 FOR SPEEDS OF 40 ISN OR LESS. 600 REFLECTORIZED PLASTIC DRUM THE PLACEMENT OF PDMS SHOULD BE IN THE FOLLOWING ORDER: WHERE: O REFLECTORIZEO PLASTIC DRUM WHENEVER POSSIBLE, PDMS SHOULD BE PLACED OFF OF ANY USABLE PORTION OF THE ROADWAY OR 42" CONE ON THE RIGHT SIDE OF -THE ROADWAY. WHEN PLACED OUTSIDE THE CLEAR ZONE OR BEHIND L =MINIMUM LENGTH OF TAPER. GUARDRAIL OR CONCRETE PROTECTION BARRIERS. QELINEATION IS NOT REQUIRED. � PORTABLE DYNAMIC MESSAGES = NUMERICAL VALUE OF POSTED WHERE FIELD CONDITIONS DQ NOT ALLOW FOR THIS PLACEMENT. THE SIGNS MAY BE SPEED LIMIT PRIOR TO NKK. SIS LOCATED ON THE OUTSIDE SHOULDER OF THE ROADWAY OR WITHIW THE MEDIRN. A. A MINIMUM CLEARANCE OF 3 FEET MEASURED HORIZONTALLY FROM THE EDGE W = WIDTH OF OFFSET (LANE WIDTH). 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 MINIIdUM 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. ` R6 JUN 19 2009 MUTCD UPDATE REFLECTORIZEQ PLASTIC DRUMS SHOULD BE USED TO DELINEATE EACH SIGN USING A 1/3 L R5 OCT 98 REVISE CHANNELIZA TION DEVICES, TAPER TAPER. THESE DRUMS SHOULD BE POSFTIONED ON THE UPSTREAM END OF THE SIGN TO FORM A TAPER LEADING UPTO THE TRAFFIC SIDE OF THE SIGN. FOR A SIGN LOCATED IN THE R4 JAN 95 REWRITE MEDIAN. THE SIGN SHOULD BE DELINEATED WITH A 42 ,INCH CONE ON ALL FOUR CORNERS. REV. NO. DATE DESCRIPTION OF REVISION WHEN DEPLOYED. THE SIGN SMALL BE SIGHTED AND ALIGNED WITH APPROACHING TRAFFIC TO NEBRASKA DEPARTMENT OF ROADS ENSURE RISIBILITY OF THE MESSAGE. If MULTIPLE SIGNS ARE USED, THE SIGNS SHOULD BE LOCATED ON THE SAME SIDE OF -THE ROAD AND SEPARATED ACCQRDING TO PROPER SIGN STANDARD PLAN NO. 920-R6 5PACING. WHEN PRACTICAL* PDMS SHOULD NOT BE USED TO REPLACE STATIC SIGNS FOR LONG-TERM- TRAFFIC CONTROL USAGE (OVER 10 DAYS). WHEN PDMS ARE TO BE DEPLOYED FOR LONG PERIODS. SUCH AS INCIDENT MANAGEMENT ROLES, CONSTRUCTION -AND- MAINTENANCE CONCRETE PADS WITH APPROPRIATE TIE DOWNS SHOWED BE CONSTRUCTED FOR THEIR PLACEMENT. PDMS NOT ACTIVELY BEING USED IN A CONSTRUCTI"ON OR INCIDENT MANAGEMENT ROLE SHOULD BE REMOVED. ACCEPTED BY FHWA FOR USE 0 NATIONAL HIGHWAY SYSTEM° REFER TO NDOR "DMS GUIDELfNES" FOR PROPER PDMS MESSAGE INFORMATION. JUNE 2V4 o DANIEL J. DATE 3 waooLE E-6289 3 s ORIGINAL: OCTOBER .1998 QF NEO�`�S DATE