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Home My WebLink AboutURB-5508(5)2nd Street Resurfacing Marian Road to Highland Road ® North Begin Project Sta. 100+00 $ 2nd Street Sta. 138+79 URB -5508(5) CN 42547 LEGEND 0 Spot Elevation Utility Pole Control Point - Nail Set Control Point - Temporary Wood Hub Set Deciduous Tree Coniferous Tree Manhole Grate Inlet Fire Hydrant Water Valve Gas Valve F nee Utilities Director of Engineering 1 0 Railroad Tracks Railroad Cross -Arm Base Sign Light Telephone Box Electrical Iwcbon Box Right -of -Way Marker Contour Line Flowline Easement Line Property Line Limits of Construction INDEX OF PLAN SHEETS SHEET NO. 1 COVER SHEET SHEET NO. 2 TYPICAL CROSS-SECTION AND DETAILS SHEET NO. 3 ASPHALT SPEC SHEET AND GENERAL NOTES SHEET NO. 4 - 11 PLAN & PROFILE SHEETS SHEET NO. 12 - 21 CROSS-SECTION SHEETS SHEET NO. 22 PAVEMENT MARKING PLANS Hydrated Lime for Asphalt Mixtures 27.5 Ton Tack Coat SS -1H 3280 Gal SUMMARY OF QUANTITIES Cold Milling Type I 10933 SY Pavement Removal 128 SY Concrete Pavement, Class PR -3500 Joint Repair 128 SY Asphalt Type SP -4 (.5) 2700 Ton Asphalt Type SP -4 (.5) for Patching 50 Ton PG Binder 64-28 160 Ton Hydrated Lime for Asphalt Mixtures 27.5 Ton Tack Coat SS -1H 3280 Gal 411 Preformed Pavement Marking Yellow, Grooved 3140 Lin Ft Earth Shoulder Construction (Rt & Lt) 77.60 Sta Seeding Type "B" 1.25 Acre Traffic Control, Flagging, Barricades, & Signage 1 LS Date Hastings City Surveyor Date Hastings City Engineer Date CALL BEFORE YOU DIG DIGGERS HOTLINE t OF NEBRASKA -A\ - GR_ 1-500-331-5666 ACITY OF HASTINGS, op ENGINEERING DEPT. cr eel neeudaeeg Maan Road to Sot ne [toed '. ORB 505(5 COVER MEET of 2nd Street Resurfacing Marian Road to Highland Road U RB -5508(5) CN 42547 Existing Full depth Asphalt 3" Existing Asphalt / Remove 1"+— Cold Milling Class I Original Concrete Existing Full depth Asphalt Existing Full depth Asphal 22,0' Existing �4r0' Typical Section of Existing 2nd Street Station 100+00 thru 135+00 No Scale 3" Existing Asphalt / Remove 1"+— Cold Milling Class I Original Concrete INes- Existing Full depth Asphalt 4'®6%—> Earth Shoulder Construction <-4• ®8% 2" Bottom Lift Asphalt Typical <— 2% Typical Existing 55,0" Typical Section of Existing 2nd Street Station 138+80 Tapered from 135+00 No Scale Original Asphalt Milled Surface Original Concrete 2" Top Lift Asphalt Typical 2% Typical—> 22.0' 4.0' Typical Section of Purposed Improvement Station 100+00 thru 135+00 No Scale Earth Shoulder Construction 4' ®6%—> Utilities Director of Engineering Date Hastings City Surveyor Date Hastings City Engineer Date ACITY OF HASTINGS,pqt-�� ENGINEERING DEPT, U e4. 2nd 211ee, Reeufac'g More, Road 1" 1188482 Road nyr 588-55 212) OeRse. ivemaeecnoxe OST M RSM Apr. en • RLM Mrwe Y ° " a of ar MATERIALS. GENERAL REQUIREMENTS I. 1Y s of MOO, OAU Tedi met Tackmd nuked under lb projedehd be SS -1H. Wear used to dub enehlled eep&M toll be caked it epprodade 5040 popalbn with bed. The riled eppYatlm elthe tided 'SOS eephd Mel pretty be for .10 b .20 of a Din per pun yam, 2. MpS&Canasta TypeSP4 'theft mecordiu b Stab Seedisms 3. Poredahil be rade per ten melba end Mil Include VI hwblbbm Si Sludhlp, but not trilled to moping and boa pripndon not Mots podded for taunt, pry Hem. NOTE: Casndm wR take oda an to poled all surety melon, baled In deal, during mneh dlon. 2nd Street Resurfacing Marian Road to Highland Road URB -5508(5) CN 42547 ASPHALT PAVEMENT SPEC. SHEET AND GENERAL NOTES leryhp, mm pedlo end ANON Nd be h seats cerdb Redone NOTES: X1028 of the 2007 Mended Slab SpedlnNda Fkgp rq end benladi rnmsary keentracte MI be gel fa *Sly, as a wit led pd. s outfitted it the tried prapwl. CONTRACTORS NOTE 1. PayrnNd w11 be lade ler cleat Held males utllead rid Nil roe precedence over centred sl*nbd dardise. x NI drys end'ppmallos ell be ephelbd Mk s deeded by Ernglee b ANd. e. hC be the rasp:n*1N of the Obtrude, to dimpled) gestin removal 4. CoridorWO bsnguhedb hive d dON baled priorto ebdofsok Berlin e9 =lot of t' Type SP4 (,5) Top LR wll mnM of 2' Type SP -4 (.5) Sstese may roan slat patty to be debndrcd by EsQeer der Ulu mete end shat has been Mod Wangs am b became be pmpaty elthe Clym Heetlrp and em to be hauled tote CAy Laidll. Ends and returns on Pratt et be seed prkrb bii]S9t of Else UA. Catheter 511 use auto rot to damage ltwaye durkp the iemanl of Sec uphill Corbett b lepasble b plea Ural Inset Into drneays Ellen needed. Cmlletorril call den 1'+- Type III Cod MIN as shot on Ott Cron -Section " Contra eh. had 4' orb Shedders usher an boa Cm -Seton " Set Tyra* Qosetlon NM2 Utilities Director of Engineering Date Hastings City Surveyor Date ASPHALTIC CONCRETE, TYPE SP4 MpheI cComeb, Type SP4 (.5), Nell canto le the PASHTO T245 bettor a 50 blot? mkarbre. TM ambition alba rafted ;polo be such that a Job mk tone's nestig the "SO* raqulsnals dorm below am be Slrk ed. RANGE FOR TARGET VALUES Bead 'A' Mk (112 Inch) SIEVE SEE PERCENT PASSING Ain. Max. 1 -Inch 54 -Inch %in h alHndi No.4 No. 10 No.30 No.50 No.200 100 91) 100 94 100 90 98 52 88 32 7D 17 38 10 24 9 7 ACITY OF HASTINGS, pq ENGINEERING DEPT. vC3 Hastings City Engineer Date ntl SIroRl Hesutlacog Madan Road to H911BM Roatl (IRB550130 ranwseasc.saeawr REMOVE PAVEMENT Station Side Sq. Yards 100+00 IT & RT 320 103410 LT I' 5 40' Subedoy to bnonan Begin Ploject Station 100+00 a BUILD 6" P.C.C. PAVEMENT PR -3500 Station Side Sq. Yards 100+00 LT & RT 32.0 103410 LT I' 5 40' Subedoy to bnonan BUILD ASPHALT FIELD LUG Station Side Sq. Yards 102+30 RT 1320 103410 LT I' 5 40' Subedoy to bnonan ,+ 84ph Field Ii a.IIIMEMilingi+ a Asph Field Lug se ir SCALES: 0'Ha 1'=2VER COLD MILLING CLASS 1 Station to Station Side Sq. Yards 100+05 to 105+00 LT 6 RT 1320 ASPHALT TYPE SP -4 Station to Station Side 'Tons 100+00 to 105+00 lT R RT 320 o ACITY OF HASTINGS. pww ENGINEERING DEPT. 00 "*' 2nd Street Resurfacing Marion Rood to Highland Rood P.'URB-5508(5) °"*0"" Plon and Profile Sheet °^e RLM ' April 08 `e RLM ti'r °i• 4 01 22 1944 .. 1944 1942 1942 1940 1940 1938 1938 1936 2 3 a a 1936 1934 1934 1932 1932 1930 1930 1928 .... 1928 1926 SI a a 1926 99+00 9+50 100+00 0+50 101+00 1+50 102+00 2+50 103+00 3+50 104+00 4+50 105+00 J+ k REMOVE PAVEMENT Station Side Sq. Yards t07+95 LT & RT 32.0 BUILD 6" P.C.C. PAVEMENT PR -3500 Station Side Sq. Yards 107+95 LT @ RT 32.0 ,0 —C_ ,a a a 5 a a a 107 00 a S a SCALE I 1'-N'HO VER .S COLD MILLING CLASS 1 Station to Station Side . Yards 105+00 to 110+00 LT & RT 1333 a S n ASPHALT TYPE SP -4 Station to Station Side Tons 105+00 to 110+00 LT @ RT 320 ACITY OF HASTINGS, ENGINEERING DEPT. �a "+^ 2nd Street Resurfacing Marion Rood to Highland Rood °"" URB -5508(5) 0my1°° Pion and Profile Sheet 'r RLM RIM °w April 08 5 of 22 1944 1944 1942 1940 1938 1936 1934 1932 1930 1928 1926 @T 8 0.. $ .. 1942 1940 1938 1936 1934 1932 1930 1928 1926 104+00 4+50 105+00 _... 5+50 6+50 107+00 7+50 108+00 8+50_,,.-_ 109+00 9+50 110+00 COLD MILLING CLASS 1 Station to Station Side Sq. Yards 110400 to 115+00 LT & RT 1333 SCALES: ASPHALT TYPE SP -4 Station to Station Side Tons 110+00 to 115+00 LT It RT 320 ACITY OF HASTINGS, ENGINEERING DEPT. 00 2nd Street Resurfacing Marion Rood to Highland Rood URB 5508(5) Plan and Profile Sheet ° • RLM °' A.riI 08 RLM `6 0t 22 SCALES: o COLD MILLING CLASS 1 Station to Station Side Sq. Yards 115+00 to 120+00 IT & FIT 1333 ASPHALT TYPE SP -4 Station to Station Side Tons 115+00 to 120+00 LT & RT 320 ACITY OF HASTINGS, ENGINEERING DEPT. ®Q ' 2nd Street Resurfacing Marion Rood to Highland Road URB -5508 5 PionandProfile Sheet April 08 4+00 4+50 115+00 5+50 6+50 117+00 7+50 8+00 8+50 9+00 9+50 120+00 8 a B R REMOVE PAVEMENT Station Side Sq. Yards 122+30 LT & RT 32.0 BUILD 6" P.C.C. PAVEMENT PR -3500 Station Side Sq. Yards 122+30 LT & RI 32.0 a +d 3a xN F a .F 3 d F 6 a a a a S b k 12 +06 N a 121+OOp 122+00 10 a I 122+03 a 124100 125+00 a COLD MILLING CLASS 1 Station to Station Side Sq. Yards 120+00 to 125+00 LT & RT 1333 SCALES: 0HO rose ASPHALT TYPE SP -4 Station to Station Side 'Tons 120+30 to 125+00 LT & RT 320 1944 1942 1940 1938 1936 1934 1932 1930 1928 8 R 1926 a i5 3 7 a Ia 8 . .... /CITY OF HASTINGS, pv ENGINEERING DEPT. 0 • 2nd Street Resurfacing Marion Road to Highland Road • URB -5508(5) • Plan and Profile Sheet ▪ RLM °Y April 08 °.". era RLM 4.r• 8 d 22 1944 1942 1940 1938 1936 1934 1932 1930 1928 M: _R 1926 119+00 9+50 120+00 0+50 121+00 1+50 122+00 2+50 123+00 3+50 124+00 4+50 125+00 ,0,a aY 4 as as a 4. .a a v L a BUILD ASPHALT FIELD LUG Station Side Sq. Yards 129+90 Li Y S 40' Subside. to AshphaO as as P ,a m Y a S SCALES: 1'=2t HO V ER 1944 1942 1940 1938 1936 1934 1932 1930 1928 e3 el 1926 2 8 COLD MILLING CLASS 1 Station to Station Side Sq. Yards 125+00 to 130+00 Li & Ri 1333 --S 124+00 4+50 125+00 5+50 126+00 6+50 127+00 7+50 ASPHALT TYPE SP -4 Station to Station Side Tons 125+00 to 130+00 Li & RE 320 128+00 8+50 129+00 ACITY OF HASTINGS, ENGINEERING DEPT. CO 'I' 2nd Street Resurfacing Marion Rood to Highland Rood " URB -5508(5) rr Plan and Profile Sheet °"t' RLM 0°'April 08 ""'` ' RLM '�"• ' 9 of 21 m3 9+50 130+00 1944 1942 1940 1938 1936 1934 1932 1930 1928 1926 1946 1944 1942 1940 1936 1936 1934 1932 1930 1928 SCALES: t'= 2e H0 COLD MILLING CLASS 1 Station to Station Side Sq. Yards 130+00 to 135+00 LI & RI 1333 ii S F a S a S 129+00 9+50 130+00 0+50 131+00 1+50 a3 132+00 ASPHALT TYPE SP -4 Station to Station Side Tons 130+00 to 135+00 II & RE 320 ACITY OF HASTINGS, ENGINEERING DEPT. 00 ▪ End Street Resurfacing Marion Rood to Highland Road • URB -5508(5) k""` Plan and Profile Sheet r'e• RIM "April 08 `"` ✓ r RLM ""'• o"' 1001 22 2+50 133+00 1]: 3+50 a;l a S a 134+00 4+50 35 +00 1946 1944 1942 1940 1938 1936 1934 1932 1930 1928 0 00 : 60 00 :.: 50 00 40 00:::30 00 :: 20 00 10 00 00 20 00::: 30 00:-4000 -.5000 6000-::7000. 70 00 60 00 ::: 50 00 40 00 - : 30 00 : 20 00:::10 00 ::::' : 10 00 ::. 20 00 ::: 30 00 . 40 00 50 00 60 00 70 00 1440 ai 440 00 44n 00 J: E AR AR ESIGN-E RTHWOR FILL: AR :A::=0.0 .UT: AR:A::=0.0 A=21 NAL:E =1936 • i®.-....-.. -ass,-®in ••uiiii+/�r Y — _...�®ii •s -.' I® ®LMfliTeI 050 00:: •R1fi11G1:®n. :0•IOINAAL-'019361.1 5000 7n.00o ._. s ESIGN-E RTHWOR A CITY OF HASTINGS, FILO-AR:A--=000-' s SIGN:E RTHWOR - - -- - - - ENGINEERING DEPT. CO UT: AR A:: 0:00 ILL:AR:A::=0.00.. ntl treat esur-acing 0.00 UT:ARs A::=0:0a p Marion Rood to Hghlontl Road VC:- 0.00 VF- 0.00 ........ ........ 08(5) VC-- 0.00.- _ *"'"'Cross •ross SSection Sheet 70 00 ::: 60 00 ::: 50 00 40 00::: 30 00 ::. 20 00 - - -10 .-1, 00 10 00 20 00 ::: 30 00 ::: 40 00 :: 50 00 -: - 60 00 ::: 70 00 70 00 ::: 60 00 - : 50 00 .. 40 00 ::: 30 00 : 20 00:: -10 00 ' 10 00 ::: 20 00:::30 00 :: 40 00 : - 50 1�• RLM 4~ 08 12 0 22 rr 70 00:: 60 00 ::: 50 00 40 00 __30 00 :: 20 00 1000-C :::1000 2000:-30 00:: 40 00 -50 00 60 00 70 00 70 00:-6000 _: 50 00-: 40 00:::30 00 20 00 1000:-- C -1000:::2000:::30 00 40 00 50 00:::60 00 70 00 1940 Of 940 00 1940 00 -143500 1930 00 RTA =:101+S* OFIGINAL =19_36 47 1940 0n 935 00 930 00 1435 of 1930 Of RTA _=:100+R0 - - - - - OR GINAL:E::=1936 38 DESIGN- EARTHWOR< FILL: AREA -000__.. CUT AREA:=0.00 035 n0 930 00 06 50 DESIGN -EARTHWORK LL - AREA::=0.00 CUT AREA- =0:0Q VF =0.00 VC:=0.00 VF:=0:00 VC -=000 --- -- 1940 0 940 00- 1940 0 44000 106 19350f 935 00 106:\ 7104 1935 n 1430 0 RTA _=104+00 - - OR GINAL :E_ =1936 49 935 0n- 930 no 00 00::) 19-30nt RTA =-100+00 OR GINAL E_: -1936 28 - - DE$IGN. EARTHWOR FILL AREA =0.00 --- CUT- AREA -=0:00 DESIGN - EARTHWOR< FILL: AREA: =0.00 CUT: AREA =0.00 VF 0.00 93000 00 J VC -=0.00 VF =0.00 1940 Of 940 00' 03 1 1940 oh 14i5 -nn 940 00 935 00- 103 f 105 50::1 1935 O( 1930-01 RTA =-106+00 ......... OR GINAL E. =1936 35 93500 7.105:\ 50 : 193000 RTA :=:103+E0 ------ OR GiNAL -E_- -=1936 40 030 0n 50 DESIGN EARTHWOR< FILL: AREA =0.00 CUT: AREA ::=0:00 DESIGN:EARTHWOR<... FILL AREA: -=0A0--------- ----- ..CUT- 'EA --=000 VF =0,00 VC:=0:00 VE =03:10 VC:=0.00 144000 940 00- 1440 Of -143500• 1430 Of 940 0n 1435 Of _n_ 103..: • I RTA -=:103+00 .. --- ORIGINAL:E :=1.93646 930 00 00:: DESIGN- EARTHWOR< FILL: AREA --=0.00 CUT: AREA: -=0:00 RTA =105+00 OR GINAL:E: =1936 35 DESIGN: EARTHWOR< FILL. AREA::=0:00 CUT: AREA -=0.00 -.....-.. VF =0.00 VC -=0.00 0 00::: 60 00 : - 50 00 40 00::: 30 00:::20 Vi- -=U.UU VC =000 00-::1000 C 10 00 20 00 ::: 30 00.::40 00 -50 00:::60 00---70 00 70 00-::6000:-50 00 - 40 00-:30 00 20 00---1000 - 10.00::-2000:::30 00 -: 40 00:::50 435 00 105 00 000 6000---7000----- ACITY OF HASTINGS, w ENGINEERING DEPT. V O w 2nd Street Resurfocing Marion Rood to Highland Rood "q •' URB -5508(5) °1•'Cross Section Sheet o"'• RLM as'Apnl 08 RLM 13 of 22 70 00:.-6000 -:50 00 40 00 30 00 :: 20 00 SD 00 U 10 00 20 00 :30 00 40 00 -50 00 : 60 00: 70 00 70 00- 60 00 -: 50 00:::40 00:::30 00 20 00::. 1000-_-.._ -.1000:::20 00 :30 00 :40 00::-50 00:::60 00 : 70 00 1440 On 940 0n 1440 of 940 no 1 4in-n[ .. OTA =108+00 ORGINAL:E_-=193632 - 935 00 930 n0 108:\ �50J 110:` 50/ 1935 Of 1430 if . _ OTA :=110+6111 ORDINAL E_ =1936 27---- 935 O0 93n00 DESIGN: EARTHWORK FILL AREA -:=0.00 CUT: ARE A-=0:00 VI- - -rU.00 DESIGN :EARTHWOR<-- FILL - AREA ::=0:00 CUT: AREA -=0.00 VC -=0.00:::. __.. VF -= 0.UU VC.=000 1940 no 940 On 1940 00 940 0 r1 oat 00� 193500 1930 n STA =108+00 OR GINAL :E _ :=:1:936 27 935 00 930 0n 110 DO: 1435 or 1930 of SPA :=:1:10+00 ORGINAL.E_ =1936 34 -- - 935 0o 9 in 00- 0 00:/ DESIGN: EARTHWORK FILL.. AREA =COO . CUT- AREA =0.00 VF -000 C:= 0.00 DESIGN.- EARTHWOR< FILL: AREA :=0.00--- - - CUT: AREA =0.00 V -=OAU VC:=0.00_: 1440 00 940 00 1940 Of 940 o0 1430. no___... OTA :=107+80 ORIGINAL e_ =1936 DESIGN: EARTHWORK FILL AREA =0-00 CUT -AREA: -=0:00 9300 107-: 50: L 193n D OTA =. 08+80 OR GINAL IE= =1936 39--- DESIGN: EARTHWOR< FILL AREA =0.00 CUT: AREA --=0:00 435 00- 1091 930 00- 50 V}_ =0.00 VC: A 0.00 VF -= U..UU _...... .... VC 000 1440 0 940 00 1440 940 0o 1930 on ®.- 9350n OTA :=307+00 ORIGINAL :E =193626 930 00 415 of 1430Df OTA = 88+00........ ORIGINAL: 193631--- 930-0 - - DESIGN: EARTHWORK FILL AREA- =0.00 CUT: AREA =0.00 ........ DESIGN: EARTHWORK FILL AREA: =0.00 CUT: AREA::=0:00 915 n0. 109 00:/ .__.... 6000 :-7000 ACITY OF HASTINGS, ENGINEERING DEPT. C31:3 0 00:::60 00:::50 00 40 00:::30 VF =000 VC =0.00 00:::20 00 "' TO 00 C 10 00 20 00:::30 00:-40 00 - 50 00:::60 00:--70 00 70 00 60 00 -50 00:::40 00 30 00 20 vF =0:00. VC: =0.00. 00::-1000 4 1000:::20 00:::30 00 - 40 00::: 50 2nd Street Resurfacing Marian Road to Highland Rood "° UR8-5508(5) "'Cross Section Sheet RLM April 08 a'• RLM 14 e1 22 70 00 : : 60 00 _: _. 50 00 – 40 00 : 30 00 :00 20 00 10 0::: I 10 00 20 00 : 30 00 40 00 : 50 00:::60 00.:.70 00 70 00::.60 00 :: 50 00.40 00 :: - 30 00 20 00 ::- - 10 00 – - – 10 00 :: 20 00:::30 00 : 40 00 :- 50 00 : 60 00 : 70 00 - – 1940 n 4000 1440 940 on ILL: AR UT AR VF VC A GINAL =1936 RTHWOR A::=0.Oe A: =0:0+ 0.00:. 0.00 SIGN: E ILL AR UT: AR RTHWOR A::=0.00 00i 0100 0.00::.: ®�____ .. n. a ®®®®y — ��i®c ®®®®�• o - \I ` _�... ®®®� 0 76us OR GIA E e FILL AR RTHWOR it SIGN E RTH .00 L 11111 FILL AR �A -=0.fle ILL ARIA 000 UT-ARIA:=0:Oe UT ARBA. =0.0+ VF- 0.00 r - eve VC:- 0.00 VC GOO 70 00 ::: 60 00 ::: 50 00 : 40 00 :.: 30 00 - 20 00::10 00 10 00 20 00 - : 30 00 :.: 40 00 : 50 00 :: 60 00 - - - 70 00 70 00 ::: 60 00 .50 00 ::: 40 00:::30 00 - 20 00 :::10 00 I 10.00 ::: 20 00 ::: 30 00 ... 40 00 - : 50 00 70 00 ACITY OF HASTINGS, ENGINEERING DEPT, 00 2nd Street Resurfacing Marian Road to Highland Rood UR8-5508(5) °`•` Cross Section Sheet 01�• RLM ....April 08 '•W 5 of 22 00 0Z 00 0£ ::: OO OH OO OS Puol4• M 01 POOH u0PDW buioopfsaa laa,Is Puz 0Q '1d300NIH33NION3 \I/ 'SONIISVH do Allo Toro=::V 00'0=::V 2i0MHTH HV an 8V :111 3 NOIS3 ZZ 1° L wia 90 OS: --000b 000£::: 000Z::: 000.1 00 01 00 03 00 0 00 0 . 000S -:0009:::00 000L::. 0009::: 0009 :0004 00 D£'-:0002::.000 00 DL... 0003: 000£:::00 Ob :0005. :0009-.::000L leag9 uolaa5 sso,0 s eons—ean PCOa Puolq•!H of Pooa ua,oll fiunoynsaa laa49 PuZ 00'0 - DA 000 :3A ciQ 1.130 ONI1d33NI0N3 \ I / 'SDNI1SVH aO A110 �/ 000L---0009 0 0=11V 8V 00'0=::VcdV ill LIOAAH18 3-NOi5 up U£bL o'D= acav in 3:ND153 6£ 61= 3.1VNLD a0 9£ 9£61=:: 3 1VNID .0 00-0 :3A:::: OOf0-:3A::: 0'0= VeaVIII 000=::VeaV:111 80A\H16 3: NJIS 9E61= 3- lVNrD 0+SS = V IS -, - o MEM EE 00 OL 0009::: 00 OS 000b 000£::. 0002::: 000 L-.i.....-DOL_. 0002 -::000£:: 0004:.-0005-::0009 000E - ------000E---0009:::0009:---000V 000£::. 0003::: 000E i 0001::.0003 0000: -:000b:::0005 -:0009:::000L ZZ e9 1 90 s laags uo!oOS ss020 M� (s)9oss-98n „ P008 puoI96!H 01 Pooa 01•01.1 butoopnsaa laagS PuZ co '1d30 DNIH33NI0N3 'SONI1SVH d0 A110 000L 0009.. 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V v a`- Rod Ste el Foaullaaey Manan Road to H+M1BNHoad eMw 00I13fi5405M a'"•11°" ASPHALT IPSO. 10015M. NOTE SHEET ON, 6 RIM — Arn:o9 :("law awn DI RIM Ogssssi a P` 22 of n Roadway Des on o v s on LONGITUDINAL JOINT a e MINIMUM OF 5 CHAIRS SPACED AT UNIFORM INTERVALS FOR EACH SPACER BAR — No. 4 SPACER BARS c 3' 3" /'-O" I' -O" P-0" P -O„ 1'-0" P -O" /'-0" --' EXPANSION JOINT FILLER (APPLIES TO EXPANSION JOINTS ONLY) Vi\SLS»»��o�� /'-O' 1 /,-O, L/ L DOWEL BAR HEIGHT AND DIAMETER PAVEMENT THICKNESS IT) MINIMUM BAR DIA. DOWEL BAR HEIGHT IT/21 SKEW TOLERANCE LESS THAN 10" IX" T/2 L %" N" 10" OR MORE 1%" T/2 L %" N" PROFILE GRADE ELEV. ASSEMBLY PLAN DOWEL BAR LOCATION TABLE L1 L2 L3 "BARS DESCRIPTION 12'-0" 6" 5" 12 12'-0" PAVEMENT 15'-0" 21-6" 2'-5" 13 /5'-0" PAVEMENT (INCLUDES 3'-0" SHOULDER) 16'-0" 3'-6" 3'-5" 13 16'-0" PAVEMENT (INCLUDES 4'-0" SHOULDER) 16'-0" 6" 5" 16 76'-0" RAMP & LOOPS <14'-6" l'-6" 1'-5" VARIES PAVEMENT WITH CURB 2/4'-6" 2'-6" 2'-5" VARIES PAVEMENT WITH CURB 2 6'-0" 6" 5" VARIES IRREGULAR AREAS (WIDEN, FILLETS, GORE 1 DOWEL BARS — 1" TEMPORARY FILLER JOINT SEALANT (HOT POURED) No. 4 SPACER BAR WELDED DIRECTION OF PLACEMENT 12 GAUGE CHAIR SECTION GREASE DOWEL BAR ON EXPANSION TUBE SIDE ONLY I" PREFORMED EXPANSION JOINT FILLER SHALL BE USED FOR EXPANSION JOINTS UNLESS OTHERWISE SPECIFIED IN THE PLANS. PREFORMED EXPANSION JOINT FILLER (TO BE USED AT EXPANSION JOINTS ONLY) EXPANSION TUBE END CUT AND BEND EXPANSION JOINT (SUBSIDIARY) JOINT SEALANT (HOT POURED) EXISTING SLAB NOTES: THE CONTRACTOR MAY SUBSITUTE OTHER DESIGNS FOR EXPANSION AND CONTRACTION JOINT SUPPORTS IN LIEU OF THE TYPE SHOWN WITH PRIOR WRITTEN APPROVAL BY THE ENGINEER. DOWEL BARS SHALL BE A MINIMUM OF 1794" IN LENGTH, CENTERED ON JOINTS AND BE SMOOTH BARS. TIE BARS SHALL BE DEFORMED BARS. FOR LOAD TRANSFER DEVICES AT EXPANSION JOINTS IN LANES OTHER THAN THE LANES SHOWN. MAINTAIN THE SPACING OF THE 1'-6" DOWEL BARS AT 1 FT. INTERVALS. THE ENDS OF THE NO. 4 SPACER BARS SHALL NOT BE LESS THAN 3 IN. FROM THE EDGES OF THE PAVEMENT OR THE LONGITUDINAL JOINT. THE CONTRACTOR MAY USE A MACHINE FOR PLACING THE LONGITUDINAL TIE BARS IN LIEU OF THE TIE BAR PINS. IF A MECHANICAL TIE BAR PLACEMENT MACHINE IS NOT USED, TIE BAR PINS AS SHOWN SHALL BE USED. TIE, DOWEL 8 SPACER BARS SHALL CONFORM TO THE REQUIREMENTS OF THE STANDARD SPECIFICATIONS. KEY TYPE LONGITUDINAL JOINTS AND TRANSVERSE CONSTRUCT TON JOINTS SHALL BE EDGED WITH %" R. AT TIME OF CONCRETE PLACEMENT. CONCRETE PAVEMENT SHALL BE TINED UNLESS OTHERWISE SHOWN IN THE PLANS. EXPANSION JOINTS SHALL BE INSTALLED AT LOCATIONS SHOWN IN THE PLANS. PAVEMENT PLACED ADJACENT TO R.F. TRACKS REQUIRES 3 -EXPANSION JOINTS SPACED AT APPROX. 49'-6" INTERVALS. EXPANSION JOINTS SHALL NOT BE SKEWED. T= PAVEMENT THICKNESS HK THE DEPARTMENT REQUIRES THAT DOWEL BASKETS BE PLACED IN ALL CONTRACTION JOINTS WHICH ARE 6' OR WIDER. THE DOWEL BASKETS SHALL BE PLACED TRANSVERSE TO THE DIRECTION OF THE PREDOMINANT TRAFFIC DIRECTION. GREASE DOWEL BAR ON EXPANSION TUBE SIDE ONLY N" R. EXPANSION TUBE NOTES: DOWEL BARS SHALL BE DRILLED TO A DEPTH OF 8" INTO EXISTING SLAB AND GROUTED. SECTION BT MAR.05 MULTIPLE CHANGES R6 APR.04 MULTIPLE CHANGES R5 FEB.03 MULTIPLE CHANGES REV. NO. DATE DESCRIPTION OF REVISION NEBRASKA DEPARTMENT OF ROADS STANDARD PLAN NO. 329-R7 8 TO 16 INCH CONCRETE PAVEMENT APPROVED: OCTOBER^ 25, 1994 DATE 8 4 DIRECTION OF PLACEMENT -- No. 4 SPACER BARS WELDED 3" MIN. CLEARANCE FROM EDGE OF SLAB A MINIMUM OF 5 CHAIRS PLACED AT UNIFORM INTERVALS SHALL BE USED FOR EACH 12' LANE X." DIA. SMOOTH BAR .7� 1NEE" TIE BAR COUPLING DETAILS OF "W" BAR GREASE THIS SIDE ONLY 12 GAUGE CHAIR CONSTRUCTION JOINT Ifs" DIA. SMOOTH BAR ifs" MAX. JOINT SEALANT (HOT POURED) S" TIE BAR a COUPLING ROTATE BAR IF NECESSARY TO MAINTAIN 2" MIN. CLEARANCE (OPTION 1) KEY TYPE No. 5 HOOK AND W -BARS AT APPROX. 2'-9" CTRS. OR Xs" HOOK AND W -BARS AT APPROX. 2'-9" CTRS. JOINT SEALANT (HOT POURED) JOINT DETAIL THE DOWEL BAR SPACING SHALL BE THE SAME AS SHOWN FOR THE EXPANSION JOINT. REFER TO BAR LOCATION TABLE AND THE DOWEL BAR HEIGHT AND DIAMETER TABLE ON SHEET l OF 4. No. 5 x 2'-6" TIE BARS AT APPROX. 2'-9" CTRS. ti CONTRACTION JOINT LONGITUDINAL JOINT WITH JOINT SEALANT (HOT POURED) EXISTING SLAB s" MAX. JOINT SEALANT / NOT POURED) TIE BAR PINS (OPTION 2) KEY TYPE Xs" MAX. 16 GAUGE METAL TIE BAR PIN 12 GAUGE METAL PLATE 6" x 6" SOUARE SPOT WELD 30° MAX. SPOT WELD 12 GAUGE METAL PLATE 6" x 6" SQUARE No. 5 x l'-6" TIE BARS ON APPROX. 2'-9" CTRS. TO BE DRILLED AND GROUTED INTO EXISTING SLAB KEY TYPE JOINT SHALL BE USE0 ON ALL LONGITUDINAL CONSTRUCTION JOINTS WHEN THE ADJACENT LANE I5 NOT PLACED AT THE SAME TIME TIE BARS ARE TO BE INSTALLED WHERE NEW CONCRETE PAVEMENT I5 PLACED ADJACENT TO EXISTING CONCRETE PAVEMENT DETAILS OF TIE BAR JOINT SEALANT (HOT POURED) X6' MAX. NEW SLAB No. 5 x 7-6' TIE BARS ON APPROX. 2'-9' CTRS. WHEN T=6" TO 10", No. 6 x 7-6' TIE BARS ON APPROX. 7-9' CTRS. WHEN T OVER 10" TIE BAR PINS SAWED WHEN TWO ADJACENT LANES ARE PLACED AT THE SAME TIME, THE LONGITUDINAL JOINT COMMON TO THE LANES SHALL BE SAWED LONGITUDINAL JOINTS NOTE: NO TIE BARS SHALL BE CLOSER THAN i'-3" TO A TRANSVERSE JOINT. ALL LONGITUDINAL JOINTS BETWEEN LANES AND BETWEEN LANES AND SHOULDERS MUST BE TIED. MEDIAN SHOULD NOT BE TIED. 12 GAUGE METAL CHAIR NOTE: T = PAVEMENT THICKNESS 111 CC E- ;03CA 0 2 0 2 0 Q i0 0 4 R! MAR.05 MULTIPLE CHA4GES R6 APR.04 MULTIPLE CHANGES R5 FEB.03 MULTIPLE CHANGES REV. N0. DATE DESCRIPTION OF REVISION NEBRASKA DEPARTMENT OF ROADS STANDARD PLAN NO. 329—R7 8 TO 16 INCH CONCRETE PAVEMENT APPROVED: OCTOBER 25,1994 011E 4 C Er EA -LONGITUDINAL JOINTS 4- 4 - DRIVING LANES T 2' MIN. LONGITUDINAL JOINTS LIF APPLICABLE) l6'-6" - STOP TINING 6" FROM EDGE OF DRIVING LANE SAWED CONTRACTION JOINTS (TYP.I (IF CALLED FOR IN THE PLANS) TINING WITH CONCRETE SHOULDER TINING PARALLEL 70 LONGITUDINAL JOINT 8" TYP. NOT TINED CENTERED ON JOINT STOP LINING 6" FROM EDGE OF DRIVING LANE 2' JOINT LAYOUT AT ENTRANCE & EXIT RAMPS F INSIDE SHOULDER LIMITS OF LINING LONGITUDINAL JOINT (IF APPLICABLE) ti :2'MIN -i LONGITUDINAL JOINT V V V a OUTSIDE SHOULDER Co V V VµV 50' LIMITS OF TINING OUTSIDE SHOULDER BREAKPOINT 2' IN. DRIVING LANES LIMITS OF TINING TINING LIMITS GORE AREA Co RAMP r 1N510E SHOULDER N Cn L OUTSIDE SHOULDER LEGEND SAWED CONTRACTION JOINT LONGITUDINAL JOINT NOTES: 16'6" TRANSVERSE JOINT SPACING I5 THE STANDARD JOINT SPACING REGARDLESS OF THE PAVEMENT THICKNESS, V VARIES FROM 10'-0" TO MAX. 16'-6". THE LONGITUDINAL JOINT BETWEEN THE SHOUILDER AND THE 12' DRIVING LANE IS NOT REQUIRED FOR SHOULDER WIDTHS OF 4'-0" OR LESS. TRANSVERSE JOINTS FOR DOWELED CONCRETE PAVEMENT SHALL BE CONSTRUCTED PERPENDICULAR TO THE ROADWAY. ALL CONCRETE SURFACES, NOT TINED, WILL REDO RE TRANSVERSE BR00MING OR BURLAP DRAG. (NOT APPLICABLE 70 SHOULDERS) RT MAR.05 MULTIPLE CHANGES R6 APR.04 MULTIPLE CHANGES R5 FEB.03 MULTIPLE CHANGES REV. N0. DATE DESCRIPTION OF REVISION NEBRASKA DEPARTMENT OF ROADS STANDARD PLAN NO.329-R7 8 TO 16 INCH CONCRETE PAVEMENT APPROVED: OCTOBER 25, 1994 DATE 9 M n Flg CONTRACTION JOINT REQUIRED EVERY 2'-0" WHEN DRIVEWAY LENGTH EXCEEDS 20' MAJOR INTERSECTION COMMERCIAL DRIVEWAY V Y v_ sI y�l 15' I 15' INTERSECTION INTERSECTION 1 INTERSECTION JOINT LAYOUT (TYPICAL INTERSECTIONS WITH RAISED ISLANDS) DRIVEWAY) ASPH. SHOULDER RURAL URBAN ASPH. SHOULDE' N TYP. N NO SHOULDER I / NO SHOULDER DRIVING LANES DRIVEWAY LONGITUDINAL JOINTS CONC.! SHOULDER N STOP TINING 2' FROM BACK OF CURB N DRIVEWA — STOP TINING 6" FROM EDGE OF DRIVING LANE SAWED CONTRACTION JOINTS (TYP.) TINING PARALLEL TO LONGITUDINAL JOINT B" TYP. NOT TINED CENTERED ON JOINT STOP TINING 6" FROM EDGE OF DRIVING LANE RURAL TINING LIMITS WITH SURFACED SHOULDERS (IF CALLED FOR IN THE PLANS) FOR TRANSITION DETAILS SEE PLANS V INTERSECTION 2' MIN. LONGITUDINAL JOINTS — STOP TINING 2'-O" FROM BACK OF CURB TINING (TYP.) B TYP. NOT TINED CENTERED ON JOINT SAWED CONTRACTION JOINTS (TYP.) 2' MIN. JOINT LAYOUT (TYPICAL INTERSECTIONS & DRIVES) INTERSECTION 1011 1 0011 - 2' MIN. N N STOP TINING 2'-0" FROM BACK OF CURB TINING LIMITS NOTES: LEGEND SAWED CONTRACTION JOINT LONGITUDINAL JOINT (6'-6" TRANSVERSE JOINT SPACING IS THE STANDARD SPACING REGARDLESS OF THE PAVEMENT THICKNESS. V VARIES FROM IO' -0" TO MAX. 16'-6". VARIABLE SPACING IS USED AROUND INTERSECTIONS AND LARGE DRIVEWAYS WHICH IS TIED TO THE CONCRETE LANES OR SHOULDERS TO MATCH THE JOINTS. ALL CONCRETE SURFACES, NOT TINED. WILL REQUIRE TRANSVERSE GROOMING OR BURLAP DRAG. (NOT APPLICABLE TO SHOULDERS) RI MAR.05 MULTIPLE CHANGES R6 APR.04 MULTIPLE CHANGES RS FEB.03 MULTIPLE CHANGES REV. NO. DATE DESCRIPTION OF REVISION NEBRASKA DEPARTMENT OF ROADS STANDARD PLAN NO.329-R7 8 TO 16 INCH CONCRETE PAVEMENT APPROVED: OCTOBER rz25, 1994 B4