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F-TMT-34-4(1014)
Proposed Construction Sequence A. Fall 1. Complete as much track removal, relocation and grading work as possible. (By others) B. Spring 1. Complete RR shoofly, temporarily close Lincoln Ave. (at BNRR Xing) and switch BN to shoofly. (By others) 2. Detour U.S. 34 traffic, close Burlington Ave. ("A" St. to South St.), South St. (Lexington to Lincoln), and begin roadway construction ("A" St. to South St., Lexington to Lincoln Ave.). N.B. traffic on Burlington Ave. (2 -lane - 2 -easy) to "B" St. (2 -lane - 1 -way), Denver Ave. (2 -lane - 1 -way) and 3rd St. (2 -lane - 1 -way) back to Burlington Ave. (2 -lane - 2 -way to 7th St.) and "B" St. (2 -lane - 2 -way) back to Burlington Ave a. b. S.B. traffic on Burlington Ave. (2 -lane - 2 -way from 7th St. to 2nd St.) to 2nd St. (2 -lane - 1 -way), Hastings Ave. (2 -lane - 1 -way) and "B" St. (2 -lane - 2 -way) back to Burlington Ave. 3. Burlington Ave. construction. a. Construction between South St. to 1st St. to be coordinated with bridge construction. b. lst St. to 7th St. Phase 1 - construct outside 25' of new N.B. lanes - keeping alternate intersections open - with existing traffic (2 -lane - 2 -way) on existing S.B. lanes. Phase 2 - construct outside 25' of new S.B. lanes - keeping alternate intersections open - with existing traffic (2 -lane - 2 -way) on new N.B. lanes. Phase 3 - complete center lane - keeping alternate intersections open - with N.B. & S.B. traffic (1 -lane - 1 -way) on outside lanes of new pavement. c. S.B. traffic to use South Street back to Burlington Ave. Note: All track construction and shoofly work will be accomplished by B.N.R.R. personnel. W cc N m 1 I LEXINGTON AVE. (PROJECTED) BEGIN PROJECT RAILROAD I g�3 A STREET HASTINGS 4TH STREET A , V 5TH STREET a ``Sb?2V.so ~G i s.•, F- = 1 WA , C g 8 4 AD Eva! 855F,45.52.5,2 • 'V L w �r 4..- -J a "72 ?3 It3}rr 733" y V } V N 7TH STREET t LEXINGTON AVE. I5 its V S. V M ct L-1 • v 0 END PROJECT r BURLINGTON AVE. BURLINGTON AVE. •-• LINCOLN AVE. HASTINGS AVE. DENVER AVE. ' r " /to e r - -trr I . LINCOLN AVE. .I", k HASTINGS AVE. 4 k DENVER AVE. fl ST. JOSEPH AVE. ST. JOSEPH AVE. 1 • D STREET 1 2ND STREE 3RD STREET 4TH STREET 5TH STREET 6TH STREET 7TH STREET LEGEND EXISTING TRAFFIC .____ C.N. 41200 --•�- DETOUR TRAFFIC --�' • ,Jr u7 oo u • . O , (4 • N ~ tsf .) 11? , ' r " /to e r - -trr I . LINCOLN AVE. .I", k HASTINGS AVE. 4 k DENVER AVE. fl ST. JOSEPH AVE. ST. JOSEPH AVE. 1 • D STREET 1 2ND STREE 3RD STREET 4TH STREET 5TH STREET 6TH STREET 7TH STREET LEGEND EXISTING TRAFFIC .____ C.N. 41200 --•�- DETOUR TRAFFIC --�' • 0 uJ •1— ct. z 0 4 LU 0 uJ z THE LOCATIONS OF ALL AERIAL AND UNDERGROUND UTILITY FACILITIES MAY NOT BE INDICATED IN THESE PLANS. UNDER 0 UTILITIES, WHETHER INDICATED OR NOT WILL BE LOCATED AND F BV THE UTILITIES AT THE REQUEST OF THE CONTRACTOR. IX BE PERMITTED IN TIME AREA Of UNDERGROUND UTILITY FACILITIES UNTIL ALL VE SEEN LOCATED AOBI IDENTIFIED TO THE SATISFACTION OF ALL PARTIES. THE ACCI.XIIWL •'WITH EXTREME CARE IN ORDER TO AVOID ANY POSSIBILITY OF TV FACILITY. THE CONTRACTOR WILL SE REQUIRED TO FURNISH WASTE AREAS FOR EXCESS EXCAVATION ON THIS PROJECT. THE CONTRACTOR WILL NOT BE REQUIRED TO FURNISH BORROW ON THIS PROJECT. EARTHWORK EXCAVATION (E.Q.) = 18,779 CU. YDS. 1 1 MINIM MIMI MIMS IMMIIMMIMNIMMMININIIMWMINNIMMEN mEmE='mm mE=Mm= MEMEMMEMEMEMEmm I= m MZM M===MMEM EMMEMMEMOMM= EM mmwem m MI' "IMMEMEEMME M Mm M m MM mu. EMNEWEEMEN=.11 EMM mm I MMz mKoEEammmmmEmEmomMMMmmmiMEEm=mm.=MMMomom.EEI,M m=.MMm mMMEMIENEMMMN=EEmEaEmM= MrME M=EMEMmEME" MMEmM111EM,MM§mMME MME MmEMEEM1MM.EEMmMNMmE =MMEN=MAE M EMM=EEMM MEMIEMm M.ME EEMMI11E±1.mIMMM.EME1MMEMaMEl MM1EiMMI6P. I1MamEMENrIA1Il M N1EI M M7T:W=M7 EMME 0 0 1— w ce 1— pp. =9 Q.00 1 BURLINGTQX AVE. Asph. Conc. SEC. 13 -T 7 N - R IOW Sta. 103 +00 — 6.901 Lt. 0 r>I 0 Begin Shifted THE ENGINEER SHALL RELOCATE AS SHOWN. 1— w LLJ ce g cra < MAMA° WOO. STATE MAIO PFMJ.M. SHEET NO. 7 N EBR. 34- 4(10 14) 3 Shiftedq_ C.N. 41200 N.P.P Top N.E. Bolt on St. Light Pole Bose 0 0 0 0 a_ 77- z N.P.P. Top S.E. Bolt on St. Light Pole Base Top N.W. Bolt on St. Light Pole Base Top S.W. Bolt on St. Light Pole Base = iminalliiiiiiii=112111111IMEMPIIIIIIIM alteltielle•MIlii;T•LITINEIDIA: mosimm.11111M•211111..1011111,11161SPW111.1111=111111 1111,211:- Vil W11111111.1111111111111111.111111111111101.1111 1111111•11111.111•11011111111111111111=11111111111111 IM1111111111111111=IMINIIMI=IIIIMINI0111;111110 IIIMIIIIIIIImmum 1111•11111111•1111111 GififilIEWAIMIIIIPSYMMILVAtera= r F7-1– EC. 13 Surveyed q 11I1II1i1 MMM1VLiII1MMIai1IIIIMmRIII1I=WIMMM1..NMIIIr1MMI.rMiIIMIlPINII:AIlINMuI11-M.IMliMlNNM1IIIIMm/iP1I1MI1MIII.11.MM1II.II1EII:I11I.MI1I1iiO".I1I.11.mM:FNII1EWMM=I=Ma=MMMaI.L.NCIMI1ItIIMoIA;-6IiIII1INiMIiImII1IIAiIIW.GNAZM1z.MMM1I.1Y=1lI.lmz1IIPImrMM1VPMu11aIWI11mIuaNI1I1I=I1iYII=i 1 EMI•.NINAvMm2II. .MIAIUoM-rII.r.nMN-INI.EN-I1m-IIIiA1IlINMC1II.IMl1I.MC-.0MINMiMNi.1iI1I.w Iou ICMIMIM*=MM1MITIIoMrilU=rMmlnIIIIm=I.IiIMOIiIs.MIPa IWnNMnMM.1I1 III.e/tIlENMMZ:I1INI-I1i1.IMKi Ia mImMa-WIII M ME =M 1NJi.-m7iiimAwMmOImeVIoM AmlMSa1fiiMaMmi.a.irMIlirIlr .7mIM=1iI MRmMDMI.1T"M1IIAiIm •IIINMmI eIIEM1I11I iWIM1MIMIMM=m1IMMMINIMNIIA111 1 M11IAm1:i11IIMI1IliIM1111IIM I;miIIM=1aIMMIM.MII1=MMII-=1M;VNE•n;lIZNM-Ml111I1=iIiEu1MJiI1i1i- mI11iMMIiMi11iM.r1II1MOi1o1N1i 1 N X0401,KJaMIW041m01M=MMWM.M MIMO1muIm1O.I=EImI1MI1m1iiIMiilIm11lOi11IiiI.l1F1liOIi1i1=iIIIs s=i1M M OWINIWIIIIM=M CIM9 .&2= M1E Mm Mu"EmmEMMMMMEEEEMMEMEM Mm.ImM=EiIM IIIliIMft4ii11iOVIII I=lN=iMM=NMFVilIIiI/1iIPIi1IITI.I0IiPI1MAIM MIM 1EVIII1<I M I MMI I MM1E.1IM NIM=,1,11MM MEMEIMM •MNM0MW17 IIMiNil..=mIlMM LM1 rMMEaM IMameIIMgMa M1MI 0lmilMI..MM11O=M1..M1mI1I.IIi=1iNuI11IlI.Iii1I1iM1.IiiI1111Ii1 II1 II 19P0 MONNE 114= m E=MM= a=I MMOM MM= =ESSE"W II' 11 PAIIMliV l4 ZIMI EW m m= M M MmimM == EMMEMEmpa =MMEMEm 1910 wows§ miremswal 177'1' mA 1111111111111111110 MAIM NW! EINIFEINIIIIIIIIIMamM :OM 1111111111111111111110111•111.111111 1111111111MINIIIIIIII114 /05 — - 8 mum WiMiamon 95 S 6 INWWW mialromma EMNIIEs. 7 8 = MI MINN= _II 11 WI 1111110111111= 101.1111111.11 I1l1 9 1 r , /00 3 SEC. 13 SEC.12-T7N-RIOW C.N. 41200 w c Shifted Q. 1 C.. BURLINGTON AVE. Asph, Conc. Surveyed c_ z 0 SEC. 13 (ROGER S. PARKS, LS. 287, Vi SECTION CORNER ) TIES: NW 74.60' TO 5/8" REBAR SE 66.80' TO NEAR CORNER OF SPEIDELL MONUMENT BUILDING ENE 178.45' TO SW CORNER OF BORLEY BUILDING NW 72.78' TO SE CORNER OF CITY IRON BUILDING NW 67.59' TO CENTER OF SE FACE PLATE ON LIGHT POLE BASE NE 55.01' TO CENTER OF SW FACE PLATE ON LIGHT POLE BASE SW 67.02' TO CENTER OF NE FACE PLATE ON LIGHT POLE BASE SE 53.08' TO CENTER OF NW FACE PLATE ON LIGHT POLE BASE 91MILWIENEWLEAVAIMIf 10.W27/11112:MCW411111~". .f.LAPIPMW 4,1'47.1111101-41F111111.11‘11$ SEC.12-T7N- R IOW ;Mar A a 1-,'&,11611 31% *11 FAWN ill I PP I 111 I DI 01M jaWaire-Al'FfilliM•17 I ,11101i' • railliinit:1001MaCrall ' 1111111Mill 1114APIWIt"..e.X. 1111121l- .1111/111111111/111WINI11=1111wrINNIZIIIIIIZylrrJ111111-40-aisragmill= .IPIIVTIIIIFRIBIBM FNMA.. M!!!111111111=111,r,..... • ;ilivemanZaramam..r.• weimusior am& ;warriegiWom•rwiuraMI MIIIIIIMIIIIWYMFAILIMIIIIMMINVIEFAMMAIA1111111.1111 NIIMIMIIII 11•111111111 N11111111111111•111111111•1 irAlagifgknrgIMMIMIIIIMII "'Jr C VA!: 11" - Z47/11111 WA VaaW.1 I 1 Al r i .41/a=1.M iilliiiiiiiii ikil IIMIPAINM 1428 96 gm its Parm) ZDA4, . 41( ' a (CI CO 00 w be C., 0 LL1 =1— w (.3 0 —.J LL. CC be us z 0 1900 PG Flev. allanalla 11.11111111.111O am 111 MUMI II il=111 IN UM MI MI gall MIIIIIIMILMIIIIIM 1 amoilUZINNIIIIIIII I 'Mk. MINIVIIIIIIMSeilluirmi IN 1111111112111111111111111W 111M1111111111CLUallIti 111111111 wavmslaiima;a1111MMII lilt II Elmmom 11 11E . ....0, ....u. ...... II I1 1 1 4* AEI I , lif 1 'S Tiff F Ulla 1 II 1 mom IN .. j.aigirl; pow 1 . Wki I III NI WI. 1.17 I MI ,,.1111=al1111111•1111 1111 11111,11111 11..PIIMIMIIIENN111111111111.7111.111111 Tit 0,1"11111111DMI ,Itiummoorailtiamamti -25= um MEM kb 17.41•111111b1.!JI iI • ,, I SI I Pll n. Mai WIIIIIII.110. 47 WI 'URI IIIess (IPM .0.1 11101V 1 III 'fin In IIII NMI al MIMI MIMI W;a:, .17 WWI Wit' 111111111.!! arnist alih NE omoullitaiall 1111111=1L. IIIIIIIIIIIIIMGCrl IMINClIa1111111111M IIIIIIIIIIIGTrahslailllLVIIIIIIIIro"I FED. ROAD DIV. NO. STATE FED. AID PROJ. NO. SKEET NO. 7 NEBR. 34 4(1014) 4 C.N. 41200 w c Shifted Q. 1 C.. BURLINGTON AVE. Asph, Conc. Surveyed c_ z 0 SEC. 13 (ROGER S. PARKS, LS. 287, Vi SECTION CORNER ) TIES: NW 74.60' TO 5/8" REBAR SE 66.80' TO NEAR CORNER OF SPEIDELL MONUMENT BUILDING ENE 178.45' TO SW CORNER OF BORLEY BUILDING NW 72.78' TO SE CORNER OF CITY IRON BUILDING NW 67.59' TO CENTER OF SE FACE PLATE ON LIGHT POLE BASE NE 55.01' TO CENTER OF SW FACE PLATE ON LIGHT POLE BASE SW 67.02' TO CENTER OF NE FACE PLATE ON LIGHT POLE BASE SE 53.08' TO CENTER OF NW FACE PLATE ON LIGHT POLE BASE 91MILWIENEWLEAVAIMIf 10.W27/11112:MCW411111~". .f.LAPIPMW 4,1'47.1111101-41F111111.11‘11$ SEC.12-T7N- R IOW ;Mar A a 1-,'&,11611 31% *11 FAWN ill I PP I 111 I DI 01M jaWaire-Al'FfilliM•17 I ,11101i' • railliinit:1001MaCrall ' 1111111Mill 1114APIWIt"..e.X. 1111121l- .1111/111111111/111WINI11=1111wrINNIZIIIIIIZylrrJ111111-40-aisragmill= .IPIIVTIIIIFRIBIBM FNMA.. M!!!111111111=111,r,..... • ;ilivemanZaramam..r.• weimusior am& ;warriegiWom•rwiuraMI MIIIIIIMIIIIWYMFAILIMIIIIMMINVIEFAMMAIA1111111.1111 NIIMIMIIII 11•111111111 N11111111111111•111111111•1 irAlagifgknrgIMMIMIIIIMII "'Jr C VA!: 11" - Z47/11111 WA VaaW.1 I 1 Al r i .41/a=1.M iilliiiiiiiii ikil IIMIPAINM 1428 96 gm its Parm) ZDA4, . 41( ' a (CI CO 00 w be C., 0 LL1 =1— w (.3 0 —.J LL. CC be us z 0 1900 PG Flev. allanalla 11.11111111.111O am 111 MUMI II il=111 IN UM MI MI gall MIIIIIIMILMIIIIIM 1 amoilUZINNIIIIIIII I 'Mk. MINIVIIIIIIMSeilluirmi IN 1111111112111111111111111W 111M1111111111CLUallIti 111111111 wavmslaiima;a1111MMII lilt II Elmmom 11 11E . ....0, ....u. ...... II I1 1 1 4* AEI I , lif 1 'S Tiff F Ulla 1 II 1 mom IN .. j.aigirl; pow 1 . Wki I III NI WI. 1.17 I MI ,,.1111=al1111111•1111 1111 11111,11111 11..PIIMIMIIIENN111111111111.7111.111111 Tit 0,1"11111111DMI ,Itiummoorailtiamamti -25= um MEM kb 17.41•111111b1.!JI iI • ,, I SI I Pll n. Mai WIIIIIII.110. 47 WI 'URI IIIess (IPM .0.1 11101V 1 III 'fin In IIII NMI al MIMI MIMI W;a:, .17 WWI Wit' 111111111.!! arnist alih NE omoullitaiall 1111111=1L. IIIIIIIIIIIIIMGCrl IMINClIa1111111111M IIIIIIIIIIIGTrahslailllLVIIIIIIIIro"I • 0 N AVE. 10 0 N o 10 .4 - ,Aimumwermor LC) 4.611•••••11MOINID 0 & 0 SEC. 12-T7N— RIOW 1711110"' w cc 1— c\1 1— LLi cc 0) 0 -4 0 0 1wLLJ11- - w w U) L: 0 00 Shifted Surveyed ,ONIMIMIVINLEIMOMMOOM 00 iQ BURLINGTON AVE. Conc w/Asph. Overlay 1 0 r0 0 (.31 0 4 0 THE ENGINEER SHALL RELOCATE AS SHOWN. +35. 0 8 0 AA, 40 SEC. 12—T7N — RIOW Bolt Top Fire Hydrant Between E & LIN MUELLER N.W. Cor. Top Tel. Cable Box NP N.PP. 0 (Ci 0 5/8" Rebar N.W. Edge Manhole FED. ROAD DN. 140. STAT FED. AM PRO'. $O. SHEET HO. 7 NEBR. 34-4 0°14. 5 ril ) 4 5/8" Rebar S. Pole Base Between Walk 'x'S.W. Cor. Stl. Light Base C.N. 4120 ;7,1111 1110111P10111n_f 011111111111LVAIIII allfarAllablWAIIP:Z.M11111 RM USGS # EE 250 Br 46111.4.00 nW olf0/0111111L1iP11/814 1111 :4111ATiffroarall mire- klf.1.1391417 - t:PASAIW07, 414; 0.123i 6`. L92.6J0 w NOTE BOOK zz W 1- 0 -J LL 0 a_ Q a 0 0 0 sr 4- 4- CO . •- d .. .� 00 01 -- 1- al •• 4- 0 0 I d L d j © D L u) 4dtn o < rn v 0 r- r 1 2 • 3 4 As •N z `" STA. 107+44.64 SHIFTED PROJECT = a STA. 0+12.13 SOUTH STREET ,E) o = 88° 48' 15.33" LT. 5 PROJECT NO. SHEET NO. 3a[-artota 6 C.N. 41200 L. L L L L t . t i 1960 .__.. L L L l ___t,. ____L___,___ ___L -._ .. _4 1960 ___ __..__.._�._________L ___.. ___.. - _-_. ..--_______. ____L .._______.w _________L .. .. ... __..________... -__.__ L _ __ _ - ______ ---_________ ______ .___-L ------- ._- , --------- L-__.-____.�.__. 1950 V.PJ. ST'A.0�12J3 L __ _ _._ ___.- - _ ____.-.____ L ________... .. .. .. ... ..__.L___-_. ___ _-___-__L____-.-___.... /1 . _._.__-__L.._...__._____-_.. L .. __._ _V,P l STA, FV.,--. . i 4t00 075 193. _.. --- -- -- ' ----- -�-- 1950 __ - _ - - _ -- - -._- _.. __.. ---------- --- --- � --- ---------_ __ , _----- -_ ,_ _ _ - -----_ . _ 1940 EL_ V.G.- V. - 0 1929:51 -V. -P.1. 5T.AOt7 El V. = 1928.89 J3 ELEV.- 193.78 1940 1930 -D.5d8/. r1.Q30D ® 1930 1920 L 1920 - ti L L ,_ A L 1910 1910 o 9001900 a --- ------ ..---- Datum --.---,-- st .. 4 um ______ Elev t ; = 1890.60 4 i Sea Level U. S:. C. & L G. S L ---- L --` L L L L-� L _ . ___ N 0 .0 0 U 0 0 Tr 30' R.P. 62' LT. STA. P.C. 62' LT. STA. P.T. 32' L T. STA. 15' R.P. 47' LT. STA. P.C. 32' LT. STA. P.T. 47' LT. STA. 15' R.P. 47' LT. STA. P.C. 47' LT. STA. P.T. 32' LT. STA. 15' R.P. 47' LT. STA. P.C. 32' LT. STA. P.T. 47' LT. STA, Cone. Parking Lot N ti w M N Tr+ N 104+16.00 103+86.00 104+16.00 104+69.00 104 +69.00 104+84.00 105 +39.00 105+24.00 105+39.00 105+98.00 105+98.00 106+13.00 iA 0 1r) (D U U 0 + N (o Bldg. M 0 15' R.P. 47' LT. P.C. 47' LT. P.T. 32' L T. 30' R.P. 62' LT. P.C. 32' LT. P.T. 18' L T. 30' R.P. 62' LT, P.C. 18' RT. P.T. 32' LT. 30' R.P. 62' RT. P.C. 62' RT. P.T. 32' RT. M (.0 0 0 • 4 Conc. Walk iO v (OD + Conc. Curb + M U Asph. 0 � Asph. Conc. 0 0- 0o a U in sr Lc) (D (D Conc. Asph. STA. STA. STA. STA. STA. STA. STA. STA. STA. STA. STA. STA. 106+68.00 106+53.00 106+68.00 106+97.90 106+97.90 0+73.14 4- 107+92.81 0+74.26 107+9281 104+16.50 103+86.50 104+16.50 o p 3 0 0 • u M O 0 xco 0 c a] x 0, sr 4 N V) Cr t0 1) O M Conc. ur + it 15' R.P. P.C. P.T. 15' R.P. P.C. P. T. 15' R.P. P.C. P. T. 15' R.P. P.C. P. T. (D ct 0 47' RT. STA. 32' RT. STA. 47' RT. STA. 47' RT. STA. 47' RT. STA. 32' RT. STA. 104+69.00 104+69.00 104+84.00 105+39.00 105+24.00 105+39.00 47' RT. STA. 105+72.00 32' RT. STA. 105+72.00 47' RT. STA. 1054-87.00 47' RT. STA. 47' T. STA, 32' RT. STA. 106+42.00 106+27.00 106+42.00 0 30' R.P. 62' RT. STA. 106+90.60 P.C. 32' RT. STA. 106+90.60 P.T. 62' RT. STA. 107+20.60 30' R.P. 62' RT. STA. 107+92.00 P.C. 62' RT. STA. 107+62.00 P.T. 32' RT. STA. 107+92.00 POINT 62' LT. STA. 103+70.50 POINT • 53' LT. STA. 104+03.50 POINT 38' LT. STA. 104+05.00 SEC. 13 - T7N - RIOW Z co 0 POINT 53' LT. STA. 104+07.00 POINT 43' LT. STA. 104+09.50 POINT 43' LT, STA. 107+04.00 POINT 38' LT. STA. 107+08.90 POINT 50' LT. STA. 107+12.00 I- Story Conc. Block & Wood Bldg. (Golden Triangle Lumber Co.) N ti 0 7.16' R.P. 53.29' LT. STA. 107+86.16 P.C. 53.29' LT. STA. 107+79.00 P.T. 47.85' LT. STA. 107+81.50 8.89' R.P. 52.89' LT. STA. 107+89.29 P.C. 46.14' LT. STA. 1074-83.50 P.T. 44.00' LT. STA. 107+89.29 PO[NT 62' RT. STA. 103+68.00 POINT 51' RT. STA. 104+00.00 POINT 38' RT. STA. 104+05.50 0 M N POINT 43' RT. STA. 104+08.00 POINT 62' RT. STA. 104+00.00 POINT 60' RT. STA. 106+86.00 POINT 60' RT. STA. 106+90.00 POINT 43' RT. STA. 106+98.00 POINT 38' RT. STA. 107+01.60 i N a) Gravel Parking Lot a) 0 I - Story Brick Bldg. (Kerrco Inc.) PROJECT NO. S►1Etf NO. 34-4 (1014) r7 C.N. 41200 - Story Brick Bldg. co 0 O 0 10 Asph. Parkin1.0CD+. g Lot I 14`Ggs Line G O _co M (D (D Conc. Wolk 5 Asph. Walk rn M u, 1,0 i5 2" Gas Line n(9. P BURLINGTON AVE. iD CO Asph. Conc. co N co N 10 (D M I' Conc. Curb w/Retaining Wall 0 co v 7 10 0 M 04) • N d ti 0 a U) N M a a) BE USED SURVEYED Q • v W Asph, Conc. N m 18" Storm Sewer x (_Tr C Asph. Surfacing (School Yard) 5' Conc. Walk 0) sr POINT 52.5' RT. STA. 107+07.00 POINT 64' RT. STA. 107+07.00 POINT 64' RT. STA. 107+20.00 POINT 43' RT. STA. 106+42.00 POINT 51' RT. STA. 107+71.00 POINT 55' RT. STA. 107+71.00 ■ tl'r ) DNS,. 10 O 11/ / 5e 1�� ZrO k �O� _ , 0 / „q • s -J d W x c tb ODS X a rm Sewer .r -%./ ter- - ,, 5 Nom- Water ain Line 1r) x M 5 Brick Walk 4411c --- ti Con, v Steps n r orm Sewer Parking Lo Storm Sewer Conc. Parking Lot N vm 0 0 1 (0 8 Conc. Parking Lot W tD 4- I - Story Conc. Block & Wood Bldg. (Tree House) 0 0 0 0 U hrubs U 10 5' Conc. Wolk I -I/4" Gas Line N r• P + Conc. Walk 2 i2 rt 1 - Story Stone & Brick Bldg, (Feis Speidel Monuments & Markers) 3/4" Water Line POINT 55' RT. STA. 107+75.00 POINT 52' RT. STA. 107+75.00 POINT 52' RT. STA. 107+78.00 POINT 44' RT. STA. 107+83.00 POINT 50' RT. STA. 107+77.35 POINT 50' RT. STA. 108+00.00 0 mw o U + 0 0 N N POINT 50.5' LT. STA. 104+41.50 POINT 50.5' LT. STA. 104+51,50 POINT 47.15' LT. STA. 103+96.91 POINT 20.5' LT. STA. 0+61.14 *- POINT 20.5' RT. STA. 0+62.26 POINT 51.0' RT. STA. 107+64.09 I - Story Brick Bldg. (Ashton Wholesale Service Inc.) POINT 43' LT. STA. 104+83.46 POINT 43' LT. STA. 106+53.54 POINT 43' RT. STA. 104+83.46 POINT 34.09' LT. STA, 104+05.00 POINT 34.09' LT. STA. 107+08.90 POINT 34.09' RT. STA. 104+05.50 h rc o_ SEC.13 - T7N - RIOW N (0 0 ti POINT 34.09' RT. STA, 107+01.60 POINT 50' LT. STA. 1074-79.80 POINT 22' RT. STA. 103+59.00 POINT 22' RT. STA. 103+52.00 POINT 32' RT. STA. 103+52.00 POINT 39' RT. STA. 103+56.00 ID N M N + N (0 POINT 44' RT. STA. 103+57.00 POINT 44' RT. STA. 103+69.00 NOTE: GRADES ARE TO GUTTER L[NE. GEOMETRICS ARE TO BACK OF CURB. * SOUTH STREET 66 POINT 37' LT. STA. 103+59.00 (11) POINT 47' LT. STA. 103+69.00 (0 c) N N GEOMETRICS & GRADES SEC.12 - T7N - RIOW POINT 44' LT. STA. 108+00.00 POINT 74.59' LT. STA. 112+13.00 POINT 74.28' LT. STA. 113+25.00 POINT 70.50' LT. STA. 113+85.50 POINT 76.28' LT. STA. 113+25.00 POINT 91.25' LT. STA. 113+32.00 POINT 91.17' LT. STA. 113+64.00 POINT 44' LT. STA. 113+89.50 POINT 51.06' LT. STA. 113+98.00 POINT 44' RT. STA. 108+00.00 POINT 50' RT. STA. 108+00.00 POINT 55.36' RT. STA. 108+33.00 POINT 72.44' RT. STA. 108+59.00 POINT 72.55' RT. STA. 109+00.00 POINT 79.63' RT. STA. 109+30.00 POINT 62.25' RT. STA. 109+34.00 POINT 79.63' RT. STA. 109+34.00 POINT 44' RT. STA. 113+34.50 POINT 81.76' RT. STA. 113+33.80 POINT 81.76' RT. STA. 113+38.80 POINT 61.76' RT. STA. 113+39.50 POINT 44' RT. STA. 113+39.50 POINT 44' RT. STA. 113+88.00 POINT 46.11' RT. STA. 113+95.50 POINT 61.94' RT. STA. 113+95.50 POINT 63.94' RT. STA. 113+95.50 POINT 80.94' RT. STA. 113+95.50 POINT 86.94' RT. STA. 113+96.00 POINT 86.94' RT. STA. 1144-02.00 POINT 80.94' RT. STA. 114+02.50 POINT 62.94' RT. STA. 114+02.50 POINT 47.94' RT. STA. 114+02.00 POINT 52' RT. STA. 108+00.00 POINT 75.23' LT. STA. 1134-64.00 POINT 56' LT. STA. 108+16.00 POINT 53' LT. STA. 108+16.00 POINT 56' LT. STA. 108+48.50 POINT 64' RT. STA. 107+07.00 POINT 64' RT. STA. 107+07.00 POINT 64' RT. STA. 107+07.00 NOTE: GRADES ARE TO GUTTER LINE. GEOMETRICS ARE TO BACK OF CURB. I- Story Brick Bldg. (City Iron & Metal Co.) Misc. Stocks of Steel on Storage Skid Racks II j a%IN j aD to • .: 4 r` ° O. '} o to Tr O co NM 2 _ .o L m wc`j!r1 (A O 5? + cow o N' 0 fl r.(n( Q_o 1,-- tiMI d an (D v r` 'r' Dlilt m ■ o: co cv I4I\ �����......NM .,.as s. ilMs.�� - ___ _ i 1111111MWAIIIIIIIII (9 � � t . c.► n <, 1• ��6' Conc. � m Wall .6' Conc. Curb Asph. Conc. Parking Lot Tile Drain Pipe 8" Storm Sewer Sanitary Sewer SURVEYED - 8" St•rm Sewer 6 Conc. Curb Conc. Walk�tO ter Main w - Conc. Parking Lot I- Story Conc. Block and Stone Bldg. I- Story (Sears Roebuck & Company) Brick Bldg. I Story Brick Bldg. (Eakes Office Equip.) SEC. 12 - T7N - RIOW SEC. I2 -T7N - RIOW 15' R.P. 47' LT. STA. 115+00.00 P.C. 32' LT. STA. 115+00.00 P.T. 47' LT. STA. 115+15.00 15' R.P. 47' LT. STA. - 115+54.00 P.C. 47' LT. STA. 115+39.00 P.T. 32' LT. STA. 115+54.00 15' R.P. 47' LT. STA. 115+48.00 P.C. 32' LT. STA. 115+48.00 P.T. 47' LT. STA. 115+63.00 15' R.P. 47' LT. STA. 116+18.00 P.C. 47' LT. STA. 116+03.00 P.T. 32' LT. STA. 116+18.00 25' R.P. P.C. P.T. 57' LT. 32' LT. 57' LT. STA. STA. STA. 116+45.00 116+45.00 116+70.00 30' R.P. 62' P.C. 32' P.T. 62' LT. STA. 119+82.30 LT. STA. 119+82.30 LT. STA. 120+12.30 25' R.P. P.C. P.T. 15' R.P. P.C. P.T. 47' LT. 32' LT. 47' LT. STA. STA. STA. 117+52.00 117+27.00 117+52.00 118+45.50 118+45.50 118+60.50 15' R.P. P.C. P.T. 47' LT. 47' LT. 32' LT. STA. STA. STA. 119+15.50 119+00.50 119+15.50 15' R.P. 47' P.C. 32' P.T. 47' 15' R.P. 47' P.C. 47' P.T. 32' 30' R.P. 62' P.C. 32' P.T. 62' 115+09.20 115+09.20 115+24.20 115+54.70 115+39.70 115+54.70 116+55.50 116+55.50 116+85.50 117+49.00 117+19.00 117+49.00 118+44.60 118+59.60 118+59.60 118+88.60 118+73.60 118+88.60 1184-96.50 118+96.50 119+11.50 8.25' R.P. 40.25' RT. STA. 119+59.75 P.C. 32.00' RT. STA. 119+59.75 P.T. 48.50' RT. STA. 119+59.75 30' R.P. 62' RT. STA. 119+78.50 P.C. 32' RT. STA. 1194-78.50 P.T. 62' RT. STA. 120+08.50 POINT 50.5' LT. STA. 115+15.00 POINT 50.5' LT. STA. 115+39.00 POINT 50.5' LT. STA. 115+63.00 POINT 50.5' LT. STA. 116+03.00 POINT 50.5' LT. STA. 116+55.50 POINT 57' LT. STA. 116+63.00 POINT 61' LT. STA. 116+63.00 POINT 61' LT. STA. 116+71.00 POINT 61' LT. STA. 117+27.00 POINT 61.0' LT. STA. 1174-33.00 POINT 50.5' LT. STA. 117+33.00 POINT 50.5' LT. STA. 118+41.00 POINT 50.5' LT. STA. 118+60.50 POINT 50.5' LT. STA. 119+00.50 POINT 50.5' LT. STA. 119+19.50 2- Story Brick Bldg. 3- Story Brick Bldg. Porking Lot 1e eCP 2 x 2' Conc. Bo tr :t 1. t + '+ in Conc. Wolk o L5 x 1.5' Conc. + co tn M ,' �( ,' i Parking Meter + °D Street Light 0 ❑ (Abandons ❑ Pole ❑ 1' Conc. Cur Ki () .n ,,' . Base W feet Light 24" Storm Sewer Conc. Curb Edge of Roo n' • 41.111W .11 _ St.t m wer n� in 2x3 + _ Grote R ., TON AVE. Asph. onc. TO BE USED SURVEYED Q Water elc Ram Gas, Val Light le Conc. Waik Conc. Walk and Drives a .vt- o Gas Shutoff Valve • Covered Stair B Basement Entry 13 0 (Metal Plate W/4" Concrete Overlay) 2- Story Brick Bldg. (J.C. Penney Co.) 2 x 2 Grate Inlet Overhead Conc. Roof POINT 50.5' LT. STA. 119+98.50 POINT 65.5' LT. STA. 119+98.50 POINT 86.94' RT. STA. 1144-02.00 POINT 80.94' RT. STA. 1144-02.50 POINT 62.94' RT. STA. 114+02.50 POINT 47.94' RT. STA. 1144-02.00 POINT 49.2' RT. STA. 115+24.20 POINT 49.2' RT. STA. 115+39.70 POINT 49.2' RT. STA. 116+64.30 POINT 62.0' RT. STA. 116+64.30 POINT 62.0' RT. STA. 117+39.50 POINT 49.5' RT. STA. 117+39.50 POINT 49.5' RT. STA. 118+59.60 POINT 49.5' RT. STA. 118+73.60 POINT 49.5' RT. STA. 119+11.50 POINT 49.5' RT. STA. 119+59.75 POINT 49.5' RT. STA. 119+86.00 POINT 62.0' RT. STA. 119+98.50 SEC.12 - T 7N -RIOW GEOMETRICS & GRADES 0 e • O 30' R.P. 62' LT. STA. P.C. 62' LT. STA. P.T. 32' LT. STA. 15' R.P. 47' LT. STA. P.C. 32' LT. STA. P.T. 47' LT. STA. 15' R.P. 47' LT. STA. P.C. 47' LT. STA. P.T. 32' LT. STA. 15' R.P. 47' LT. STA. P.C. 32' LT. STA. P.T. 47' LT. STA. w w 1 - co N M Sign Contr 2.5' x 1.5' Grate Inl 15� (0 T • M.H. 0' N M L C n co < 3'x2.5' v 1 Grate Inlet �I 12" Storm Sewer co 0 N N (0 104, \411 a 0 0 c 0 0 /•' z 0 • 0 • N re 4 0 120+84.00 120+54.00 120+84.00 121+30.50 121+30.50 121+45.50 121+81.20 121+66.20 121+8,.20 1224-40.00 122+40.00 122+55.00 Conc. Parking Area Op• Of=0) + + • N co co 9• " Steel Po N rn 06 0 N • 0 e 15' R.P. 47' LT. STA. 123+10.00 P.C. 47' LT. STA. 122+95.00 P.T. 32' LT. STA. 123+10.00 30' R.P. 62' LT. STA. 1234-22.00 P.C. 32' LT. STA. 123+22.00 P.C.C. 53.6' LT. STA. 1234-50.80 5' R.P. 55' LT. STA. 123+46.00 P.C.C. 53.6' LT. STA. 123+50.80 P.T. 60' LT. STA. 123+46.00 30' R.P. 62' LT. STA. 124+13.00 P.C. 62' LT. STA. 1234-83.00 P.T. 32' LT. STA. 1244-13.00 - Story Brick Bldg. N Shrub 2 T --'-� 0 et 0 W c) 0 t1 M Conc. M 0 • N (V 15' R.P. P.C. P.T. 30' R.P. P.C. P.T. 25' R.P. P.C. P.T. 15' R.P. P.C. P.T. 47' LT. STA. 1254-65.69 32' LT. STA. 125+65.69 43' LT. STA. 1254-80.00 62' RT. STA. 120+89.50 62' RT. STA. 120+59.50 32' RT. STA. 120+89.50 57' RT. STA. 1214-68.73 32' RT. STA. 121+68.73 51' RT. STA. 121+93.00 SIE 47' RT. STA. 122+22.60 47' RT. STA. 1224-07.60 32' RT. STA. 122+22.60 1- Story Brick Bldg. SRX co _ • to c Q M 0 N- co, I el 00 15' R.P. P.C. P.T. 15' R.P. P.C. P. T. 30' R.P. P.C. P. T. 47' 32' 47' 47' 47' 32' 62' 32' 62' N RT. RT. RT. RT. RT. RT. RT. RT. RT. SEC. I2 -T7N - RIOW STA. 122+63.40 STA. 122+63.40 STA. 1224-78.40 STA. 123+17.40 STA. 123+02.40 STA. 123+17.40 STA. STA. STA. 123+17.00 123+17.00 1234-47.00 30' R.P. 62' RT. STA. 124+17.40 P.C.C. 53.6' RT. STA. 123+88.60 P.T. 32' RT. STA. 1244-17.40 1) o6 + et 7" x 7" Steel Sign Post c Anchors M er a 6" am N et • Sto t') to Sign on 1.5' x 2' M et 1 a 0 amtn m 0' b + 10 • (0 O o g co 3 • o n to 0 m 1) I- Story Conc. Block Bldg. c M + 0 • • • - N into t 0 •a 3 ti0 mp Islbnd • Conc. Dri and Parking A O et n W i Con 4 Conc. Parking Area Conc. Curb rn POINT 50.5' LT. STA. 1234-35.00 POINT 38' LT. STA. 1234-33.00 POINT 62' LT. STA. 1234-35.00 POINT 62' LT. STA. 123+46.00 POINT 51' LT. STA. 123+85.09 POINT 51' LT. STA. 124+01.50 cs m CP) N to M + co M POINT 43' LT. STA. 124+09.50 POINT 38' LT. STA. 124+02.00 POINT 62' RT. STA. 120+68.50 POINT 55.5' RT. STA. 120+68.50 POINT 42' RT. STA. 120+81.00 POINT 42' RT. STA. 121+88.73 � f 48 • M in in - et m m 00 o) M 0) + 8" Sanitary Sewer (0 N O .y /al BURLY GTON AVE. Asph. Conc. M.H. w/Water Meter ,� v to N Awning 1- Story Brick Bldg. POINT 51.0' RT. STA. 122+07.60 POINT 49.5' RT. STA. 122+07.60 POINT 49.8' RT. STA. 122+78.40 POINT 49.8' RT. STA. 123+02.40 POINT 50.5' RT. STA. 123+30.00 3- K POINT 60.0' RT. STA. 123+39.50 0 N +53 Curb Stop M M Ire 0 0 c0 2 r. 10 0 er Grate Inlets 11 1 1 N 5' R.P. 55' RT. STA. 123493.40 1, n , r J r T f' T. 1 •'1 . !'1 7 4 !1 r 8.25' R.P. 40.25' RT. STA. 124+84.00 P.G. 32.00' RT. STA. 124+84.00 P.T. 48.50' RT. STA. 124+84.00 15' R.P. 47' RT. STA. 125+55.90 P.C. 47' RT. STA. 125+40.90 P.T. 32' RT. STA. 1254-55.90 POINT 65.5' LT. STA. 120+12.30 w 3'x1.5' w Grateinle rn CC O u_ r\� ti ti Grate Inlea, Conc. Drive 0 es • 0 €1) 0 0 a) co -0 O M.H. 10 ti 11) N POINT 65.5' LT. STA. 1204-54.00 POINT 54.5' LT. STA. 120+56.09 POINT 54.5' LT. STA. 120+85.00 POINT 54.5' LT. STA. 120+91.00 POINT 48.5' LT. STA. 120+91.00 POINT 38.0' LT. STA. 120+73.00 co rn Conc. Wolk to of + POINT 48.5' LT. STA. 121+45.50 POINT 48.5' LT. STA. 121+66.20 POINT 48.5' LT. STA. 122+5 .70 POINT 50.5' LT. STA. 122+51.70 POINT 50.5' LT. STA. 122+55.00 POINT 50.5' LT. STA. 122+95.00 e "9 c`^6 �� O CD 111 (N0 0 CT 24-4 (1414) 10 C.N. 41200 04 Evergreen Trees and Shru b g -67 0_1-J tom;• • N E. (d o) 6' Gate M Valve 4 ' Gate (0 Valve Conc. Porking Lot w/Asphalt Overlay m 7/ POINT 62' RT. STA. 123+40.00 POINT C2' RT. STA. 123+93.40 POINT 62' RT. STA. 124+02.50 POINT 53' RT. STA. 124+02.50 POINT 49.5' RT. STA. 124+05.50 POINT 49.5' RT. STA. 1244-84.00 SEC.I2-T7N -RIOW O + 0 Conc. Curb (D • 0 es 0 OURTM STREET S'.• 011C. x2' ase co M Conc. Curb Anchor r Conc. 4.tTking TO BE US SURVEYED �. W 21" Storm Sewer 0 (G M a) N crl co 1- + 0) + Conc. Grave I a) t- • • Tr.N M N a) tom + • ti • co Fill Caps for in c+o Underground Tonics N- Conc. Walk Conc. • POINT 49.5' RT. STA. 125+40.90 POINT 56.5' RT. STA. 125+88.50 POINT 56.5' RT. STA. 125+93.50 POINT 34.09' LT. STA. 120+73.00 POINT 34.09' LT. STA. 123+33.00 POINT 34.09' LT. STA. 124+02.00 Ot 9 N N + IA to 00 tD O + 0 M W Sign on 4.5' x 2.2' Conc. 'mew (0 N et + 1- Story Brick Bldg. POINT 43' RT. STA. 125+41.44 NOTE: GRADES ARE TO GUTTER LINE. GEOMETRICS ARE TO BACK OF CURB. * TO FACE OF EXISTING CURB ** TO BACK OF EXISTING CURB 1M N 0 G 2 (0 M W� 0 ti Conc. Wal( m Q N re M U 0 0 ecr 0 c Cedar Trees and • 64 15' R.P. 70' RT. STA. P.C. 70' RT. STA. P.T. 85' RT. STA. 65 15' R.P. 130' RT. STA. P.C. 130' RT. STA. P.T. 115' RT. STA. (o M t ID ID + 124+02.00 123+87.00 124+02.00 124+02.00 123+87.00 124+02.00 3 0 0 M 0) v 8'x1.3' t Sign O GEOMETRICS & GRADES 0 N Evergreen Trees and Shrubs 0 0 0 15' R.P. 47' LT. STA. P.C. 43' LT. STA. P.T. 32" LT. STA. 30' R.P. 62' LT. STA. P.C. 32' LT. STA. P.T. 62' LT. STAB: 126+28.46 1264-14.00 126+28.46 126+55.30 126+55.30 126+85.30 30' R.P. 62' LT. STA. 127+48.40 P.C.C. 62' LT. STA. 127+18.40 P.T. 32' LT. STA. 127+48.40 15' R.P. 62' LT. STA. 127+33.40 P.C.C. 62' LT. STA. 127+1840 P.T. 69.15' LT. STA. 1274-20.21 N N Red Brick Bldg. as 0 Conc. Drive 0 4" Drain P1.. 28 28 rn rTo a Red Brick Bldg. ei co 1- �! 21" Storm Sewer co co M LINGTON AVE. Asph. Conc. (D 4'' Water Main 0 Grate and Curb Inlet N • 0 e • Cn 1- u- 0 0 0 O 16' R.P. 92.0' LT. STA. 127+14.40 P.C. 84.38' LT. STA. 127+28.47 P.T. 92.0' LT. STA. 127+30.40 25' R.P. 57.0' LT. P.C. 32.0' LT. P.T. 50.5' LT. 25' R.P. 58.0' LT. P.C. 50.5' LT. P.T. 33.0' LT. STA. 129+95.86 STA. 1294-95.86 STA. 130+20.00 STA. 1304-74.86 STA. 130+51.00 STA. 130+74.86 30' R.P. 62' RT. STA. 126+55.00 P.C. 32' RT. STA. 126+55.00 P.C.C. 62' RT. STA. 126+85.00 17' RT. STA. 0+62.00 • 0 ®evio ne �`41` • • First St. Paul's Lutheran Church N c0 +100on o?CY...L._ M + + • mar 7.1.416,404i`� 2.5 x1.5 Grate Inlet it u) 90° (D • m • co 15' R.P. 32' RT. STA. 0+62.00 P.C.C. 17' RT. STA. 04-62.00 P.T. 18.81' RT. STA, 04-69.15 16' R.P. 13' RT. STA. 0+92.00 P.C. 27.07' RT. STA. 04-84.38 * P.T. 29' RT. STA. 0+92.00 30' R.P. 62' RT. STA. P.C. 62' RT. STA. P.T. 32' RT. STA. 15' R.P. 47' RT. STA. P.C. 32' RT. STA. P.T. 47' RT. STA. rn 1n a1 E 4 0 0 + on tri 0 c 0 0 m 1274-48.30 127+18.30 127+48.30 128+15.80 1284-15.80 128+30.80 2'x10'Q + Sign + I I 1) O 0 " Storm Sewer 0 '0 h • 15' R.P. 47' RT. STA. P.C. 47' RT. STA. P.T. 32' RT. STA. SEC.12-T7N-RIOW 128+69.40 128+54.40 128+69.40 30' R.P. 62' RT. STA. 129+89.97 P.C. 32' RT. STA. 1294-89.47 P.C.C. 52' RT. STA. 1304-18.26 15' R.P. 57' RT. STA. 130+04.11 P.C.C. 52' RT. STA. 130+18.26 P.T. 71' RT. STA. 130+09.50 30' R.P. 63' RT. STA. 1304-80.00 P.C. 63' RT. STA. 130+50.00 P.T. 33' RT. STA. 130+80.00 co o Parsonage Gas Meter on r - o' + Air Cond. 4 on 2.5'x 2.5' co co Conc. Base a O 0 N •. Tr rn +. + +t CD r + (* MM 1 rch 1r) N / r M mI a r' <° -G- - - -G 0 -OD trio Conc. Walk O 4 ti (ND 0 • f 0 ao • G POINT 43.0' LT. STA. 126+61.00 POINT 51.5' LT. STA. 126+61.00 POINT 38.0' LT. STA. 126+66.30 POINT 51.5' LT. STA. 126+69.00 POINT 67.5' LT. STA. 126+69.00 POINT 67.5' LT. STA. 126+74.00 m 4 0 r m r - +c) a cn • i 1111 A;• too cC 0 r co TO , USED (D Curb Inlets • • z Q POINT 51' LT. STA. 1264-74.00 POINT 51' LT. STA. 126+83.21 POINT 62' LT. STA. 126+88.30 .0' R.P. 81' LT. STA. P.C. 81' LT. STA. P.T. 84' LT. STA. POINT 84' LT. STA. N N 0 Y 3 c 0 i 6© 126+83.30 126+86.30 126+83.30 126+74.00 0 • • POINT 89.5' LT. STA. 126+74.00 POINT 89.5' LT. STA. 126+88.30 POINT 62.0' LT. STA. 127+16.40 POINT 69.0' LT. STA. 127+16.40 POINT 69.0' LT. STA. 127+17.40 POINT 72.88' LT. STA. 127+22.23 Parking Lot -4 CT 11 C.M. M c m ti • ti ti� SAN E 0 in un 1 Grate InletsW o1 • d co M .. 2- Story Stone and Brick Bldg. (St. Marks Episcopal Church) 0 0 N • • 1• „• orco C°. a) r + POINT 92' LT. STA. 127+17.40 POINT 92' LT. STA. 127+36.40 POINT 72.88' LT. STA. 1274-30.40 POINT 62' LT. STA. 127+36.40 POINT 62' LT. STA, 127+40.80 POINT 51' LT. STA. 127+20.49 POINT 51 LT. STA. 127+30.40 POINT 49' LT. STA. 1274-40.80 POINT 38' LT. STA. 1284-10.00 POINT 49' LT. STA. 128+10.00 POINT 43' LT. STA. 128+16.00 AD w 0 40 6" Gate Valve • 111 11 WAA► pp ft /AN NW' 0 +02 fit. FIFTH STR 48 '1 w M 4' Conc. Walk Shrub POINT 38.0' LT. STA. 130+01.04 Conc. Walk and Curb POINT 43.0' LT. STA. 129+97.86 POINT 47.74' LT. STA. 130+01.10 POINT 47.74' LT. STA. 130+19.08 POINT 49.5' LT. STA, 130+51.34 POINT 43,5' LT. STA. 130+70.05 15' R.P. STA. 131+45-48' LT P.C. 33' LT., STA. 131f 45 P.T. 48' LT, STA. 131+-55 15' R.P. STA. 132+10- 48 LT. P.C. 48� LT., STA. 131+95 PT. 33' LT., STA. 132+ 10 POINT 49.5' RT. STA. 126+25.80 POINT 49.5' RT. STA. 126+36.10 POINT 59.0' RT. STA. 126+48.10 Conc. Parking Area o) O + 44 M 0 + 44 M + 4.4 _ 6" Water '° Vq ve co ()/ iD SURVEYED fit. 0 /111111111111111/1 CLti d c CM ++' co Ma co ,r Brick Walk 5' Brick Wolk POINT 55' RT. STA. 126+50.10 POINT 43' RT. STA. 126+62.50 POINT 46' RT. STA. 126+66.60 36' RT. STA. 0+62.00 -* POINT 51' RT. STA. 126+73.00 POINT 51' RT. STA. 126+82.91 POINT 15' RT. STA. 0+62.00 POINT 15' RT. STA. 0+69.00 POINT 16' RT. STA. 0+69.00 POINT 20.83' RT. STA. 0+72.88 POINT 16' RT. STA. 0+92.00 POINT 35.70' RT. STA. 0+92.00 a) 68 • Conc. Waik M in in �! + N Brick .4 0 co LO ? tnv M h O. 0) '1 CO co 0) 1- Story Brick Bldg. (Hastings State Bonk) POINT 35.79' RT. STA. 0+79.08 POINT 35.83' RT. STA. 0+72.88 POINT 29.00' RT. STA. 0+72.88 POINT 51' RT. STA. 127+20.39 POINT 51' RT. STA. 127+31.50 POINT 62' RT. STA. 127+31.50 POINT 62' RT. STA. 1274-35.80 POINT 50' RT. STA. 127+35.80 SEC.12 - T7N - RIOW a' M 0 co 44 N 44 44 r • 0 0 80 ao • 84 -W~ a r . V: +o M 1 - co m 1) 0 • 0 h 14) 0) 0) 0) N co 44 N cc -CO 4. 0 + 4 40 .0 nc. Drive cu on CV 0 4 3 4Pfsi ch too POINT 38' RT. STA. 127+37.30 POINT 43' RT. STA, 127+42.80 POINT 43' RT. STA. 128+30.26 POINT 57.5' RT. STA. 128+30.80 POINT 57.5' RT. STA. 128+54.40 POINT 43' RT. STA. 128+54.94 POINT 38' RT. STA. 130+00.97 POINT 43' RT. STA. 129+95.70 POINT 51' RT. STA. 130+02.70 POINT 51' RT. STA. 130+17.88 POINT 73' RT. STA. 130+09.50 it P. 1,0 CV 86 Es) 01111IIMINS0L0110.0 0111111111011./111001111M100 SS 01 0 0 00 Gross 0 reo 11, 4.4 Asph. Porking Lot POINT 73' RT. STA. 130+50.00 POINT 52' RT. STA. 130+52.09 POINT 52' RT. STA. 130+68.50 POINT 47.5' RT. STA. 130+68.50 POINT 41' RT. STA. 1304-76.00 POINT 36' RT. STA. 130+69.00 POINT 34.09' LT. STA. 126+66.30 POINT 32' LT. STA. 128+10.00 POINT 32.54' LT. STA. 130+01.04 POINT 33.38' LT. STA. 1304-70.05 POINT 34.09' RT. STA. 1274-37.30 98 0 141 .4 - 5. Wolk o EL 40 Church Bldg. POINT 34.09' RT. STA. 130+00.97 POINT 35.09' RT. STA. 130+69.00 POINT 53.50' LT. STA. 130+71.50 POINT 51.50' LT. STA. 130+71.50 POINT 535' LT. STA. 131+55 POINT 53 5' LT. STA. 131+95 NOTE: GRADES ARE TO GUTTER LINE. GEOMETRICS ARE TO BACK OF CURB. * FIFTH STREET ** RADIUS MEASURED TO GUTTER LINE. 03 -AUC- 1995 09:29 /draft/412000dg fusr/draf PT. 33' LT. STA. 132+27.00 PT. 33' RT. STA. 132+27.00 PT. 36' RT. STA. 132+27.00 PT. 4V RT. STA. 132+27.00 NOTE: GRADES ARE TO GUTTER LINE. GEOMETRICS ARE TO BACK OF CURB. Z CONC. PARKING LOT AP' SArt� N N TO BE USED SURVEYED CI SAN 11 L --IT 1 tI 11 f1 II 1 II II If II !I it I1 /I It H SAN BURLINGTON AVE. x 0 O O 0 0 0 0 0 0 0 +03/32' ELECT +50/32" ELEC CHURCH BLbG. +06/33' ELECT 1-27/36' STREET M J t W +30/49' CHURCH LIGHT° 1- 1- 1 1 1 1 1 I L_L-..- 1 y 0 0 F.- I -1-1 ` -1 - 1 I i I I 1 1 I I I I/- i I 1 1 I SAN — : 11 11 11 II 11 f , Water Main II O SAN 1 u,_ 2" Gas Buried 2' G ep) P PROJECT HE 34-4 (1014) 2 C.N. 41200 GEOMETRICS & GRADE n N O 0 0 0 30' R.P. P.C. P.T. 30' R.P. P.C. P.T. 10' R.P. P.C. P.T. 10' R.P. P.C. P.T. r 107- SURVEYED Q i�0 STA. 0+12.13 SOUTH ST. _1r1 17 62' LT. 32' LT. 18' LT. 62' LT. 18' RT. 32' LT. 38' RT. 28' RT. 38' RT. 38' RT. 38' RT. 28' RT. STA. 106+97.90 STA. 1064-97.90 STA. 0+73.14 STA. 107+92.81 STA. 0+74.26 STA. 107+92.81 STA. 1+79.00 STA. 1+79.00 STA. 1+89.00 STA. 2+39.00 STA. 2+29.00 STA. 2+39.00 POINT 36' LT. 1A. 1+33.45 h } ,TA. 1+32.95. LT. L. STA. 1+32.95, 18.00' LT. P.T. STA. 1+33.45, 34.98' LT. C � J DINT STA. 1+89.48, 36.00' LT. ) .0' c0 R.P. P.C. P.T. STA. 1+89.98, 26.50' LT. STA. 1+89.98, 18.00' LT. STA. 1 + 89.48, 34.98' LT. lr�' R.P, STA. 0+10.19, 33.00' RT. P.C. STA. 0+10.19, 18.00' RT. I,. T. 514. 04 );.0 3, 18.80' RT. CO CO R.P. STA. 141'4.65, 12.00' RT. P.C. STA. 1 + 19.49, 27.14' RT. P.T. STA. 1 + 24.65. 28.00' RT. N POINT STA. 2+73.68 36.00' 11. 8.5' R.P. STA.2f73.68 P.C. STA.2+73.68 P.T. STA.2+73.68 Z'.).S' L 1. 18.00' 1., T. 34.99' 1.1 POINT ST 4.3413.68 36.00' T. 15' R.P STA. 3118.84, 33' LT. PC. STA.3+ 18.34,18' LT. PC. STA .3+33.84, 33' LT. POINT 51A. 3+33.84, 36.00' POINT STA. 3+64.85, 6.00' l_ ' 15' R.P. STA. 3+79.85, 33.00' L 1. P.C. STA. 3+64.85, 33.00' I. 1. P.T. STA. 3+79.85, 18.00' L 1. 0 33.00' LT. P.C. ;1A. +82.00. 18.00' LT. P.T. •STA. +97.00, 33.00' LT. 1r1 POINT STA. 3+'.+7.00, 36.00' LT. POINT 5TA. 4+,'7.99 1.5' R.P. 5TA. 4 , 29.49, 34.51' LT. POINT STA. 4+31.99. 36.00' LT. 'I_IIN I , i A. 4+1,2.00, 36.00' LT. 15' R.P. :STA. 4+77.00, 33.00' LT. P.C. WA. 4+62.00, 33.00' LT. P. T. STA. 4+77.00, 18.00' LT. Pr1INT STA. 4+72.43, 18.00' RT. SEC. I3-T7N-RIOW 15' R.P. ;TA. 4 t 67.78, P.C. STA. 4+52.80, 32).74' P.T. STA. 44 67.78. I( I 15' R.P. STA. 3+97.78, 93.60 f, T. P.C. 31 A. 3+97.78, 1. P.T. STA. 4+09.60. 3.. 7 r' 1 5' R.P STA.3+28.68 PC. STA .3+ 13.68,33' LT. PT STA . 3 -28.68 ,18' LT. Rock Co n c. Conc. Asph. Parking 0 r�I Rock STA. 107+44.64 = Q TO BE USED 4)88°48'15.33" _m 8.5' Plonk Xing. X_ M Gate m 4- ti O c 0 0 co lock WatI n Y x w 4. brick Bldg. L ioa- c 8 Scrap Metal • 0 r c0 • 1) 40 SEC. 12 0 T. C},/ECT • O 34-4 0014) ) C.14.41760 GEOMETRICS & GRADES Q TO BE USED 30' R.P. 62' RT. STA. 126+55.00 P.C. 32' RT. STA. 1264-55.00 P.C.C. 62' RT. STA. 126+85.00 17' RT. STA. 5000+62.00 * 15' R.P. 32' RT. STA. 5000+62.00 P.C.C. 17' RT. STA. 5000+62.00 62' RT. STA. 1264-85.00 P.T. 18.81' RT. STA. 5000+69:15 16' R.P. 13' RT. STA. 50004-92.00 P.C. 27.07' RT. STA. 5000+84.38 *- P.T. 29' RT. STA. 5000+92.00 * 128 POINT 36' RT. STA. 5000+46.00 3 d t _d (0 N v POINT 16.00' RT. STA. 5000+69.00 POINT 35.70' RT. STA. 5000+92.00 * 10' R.P. 39.00' RT. STA. 50014-90.58 P.C. 29.00' RT. STA. 5001+90.58 P.T. 30.03' RT. STA. 5001+95.00 POINT 35.03' RT. STA. 5001+95.00 POINT 35.00' RT. STA. 5002+00.00 * 4' Walk Grass 0 N • O 0 8 SEC.12-T 7 N - R 10 W POINT 15' RT. STA. 5002+00.00 * POINT 44' RT. STA. 5001+69.00 POINT 44' RT. STA. 5001+74.00 NOTE: GRADES ARE TO GUTTER LINE. GEOMETRICS ARE TO BACK OF CURB. * FIFTH STREET FIFTH ST. on 1O7 '0 c) N (0 O •4 ) t O (7 M M 1 A .4- 0 0 0 O 0 1 M NW N f 1'0 tr Q) 5' Walk 1 127 90° 126 Asphalt W/ 2.5' Conc. Curb 8) Gutter (Overlaid) (0 (0 Lairs '^ N .77 v. 0 Ii7 o Sprinkler System Control Valve i .vv Grass A M, U' ti ~10 + - 0 t N )0 N o N O.1 N Conc. Block Bldg. Church SEC. 12 12 3® 0 c 0 U N� (0 N Y o u c 0 () co N Cont. Overlay-- o verby— 0 O _(0 M 5 Wa l k M 0 ti (0 M M + + K Grot;s M5W17Ik - ti 1') O O 6"Rnd. Lights Brick Bldg. i PROJECT MO 34-41014) C.N. 41200 14 GEOMETRICS & GRADES lemeeemeemommeminellk n 0 r a U C U 11 vr Conc. Parking Lot N + CO CO N (D ti M D U U C• U N (D 0 t V) ai 4. 4. Bldg. 0 I'EMOutD 3 U,UC%l©N 2oXr5 /-4hon ST 0.g. D157/INCE EACH 103 t/ L7. 39' . / 00 ch co r r 4' Conc. Walk 0 N co (0 ( M (0 N O (0 • on ur• + CO N Asph. � lA v (D c0 Conc. Asph. As ph. Conc. M 1() O O' OO M + + Conc. Curb + C BURLINGTON AVE. Asph. Conc. I Conc. Curb w/Retainin• Wall m co N c 0 O U 1 0 (0 2s, (D co 0 l� 0 SEC. 13 - T7N - RIOW co COIS 4 0 1 - co rn Z c0 0 REMOVED INLET STATION SIDE DISTANCE EACH 103+94 RT. 26' REMOVEpEXISTING SEWER PIPE 103+94 STATION TO STATION 1 107+18 SIZE 103+52 - 26' RT. 103+94 - 26' RT. 18" x 42' R.C.P. 103+94 - 25' LT. 103+94 - 26' RT. 18"x 51' R.C.P 103+94 - 26' RT. 107+18 - 39' RT. 18" x 324' R.C.P. 107+18 - 39' RT. 107+18 - 501 RT.""` 12" x I I' R.C.P. 107+16 - 22' RT. 107+18 - 39' RT. 18"x 17'R.C.P. 107+18 - 39' RT. 107+68 - 35' RT. 18"x 62' R.C.P. 107+68 - 35' RT. 107+69 - 54' RT. 12"x 19' R.C.P 107+18 - 39' RT. 108+00 - 30' LT. 10"x 108'CAST IRON P. co COIS 4 0 1 - co rn Z c0 0 REMOVED INLET STATION SIDE DISTANCE EACH 103+94 RT. 26' 1 103+94 LT. 25' 1 107+18 RT. 39' 1 107+16 LT. 22' 1 107+68 RT. 35' 1 1031 Ri 42" x 295' I I- Story Conc. Block & Wood Bldg. (Golden Triangle Lumber Co.) N 0 CO N c 0e x� ti 0 REMOVED MANHOLE STATION SIDE DISTANCE EACH 107+$7 RT. 27' 1 RING 1 T E4t1.ru4 Cut Ilite t, Plan 428-R1 p /C7f -v7 .<7 .2' ;pe_. /657 r.7 27 22 ' 42" x 56'78' O (0 I - Story Brick Bldg. (Kerrco Inc.) 0 N Gravel Parking Lot 0 0 0) c0 a) co co r- tO As ph. Parking Lot m N 5 Asph. Walk M. N M + 1 u c) v .J y 0 � N i� P+ his iL;� a_ � Il a � O a G I 14'' Gas Lin�G o+ N ICD m V l[) `, -21: Ell 02 a 111_;;t._ CDth (O 4 Tr t tL 0 ciF- U) PROJECT NO. 54-4(1014) C.N. 41200 c0 0 5 Conc. Walk ravel I - Story Brick Bldg, 0 3 o. / SAN S TO BE USED Asph. Conc. SURVEYED Q J _ m O -N 18 " Storm Sewer M ;5' Conc. Walk (0 co 0) (D + n Asph. Surfacing (School Yard) x 0 (o x N In _ff_NN N cv /'1 c -co- -c"1- �m N tD N o: + N CO M orm Sewer Parking Lot Ig" Storm Sewer 5 Brick Walk Porking Lot Conc. Walk USE IN PLACE STATION DESCRIPTION t x x x rt t (0 + 0 N r c 8 Conc. Parking Lot -co CD in In + Conc. Walk 1- I/4 Gas 0 I -I/4" Gas N Line in N I - Story Conc. Block & Wood Bldg. (Tree House) U c O U 0 m Shrubs 0 m (0 (0 ti U 6 Conc. Walk _m 4" Water Line A U 0 U M x M I - Story Stone & Brick Bldg, (Fels Speidel Monuments & Markers ) c 0 U 0. N .13 4 U I - Story Brick Bldg. (Ashton Wholesale Service Inc.) 4 6I U 0 + co + N N 0 BUILL REINFORCED CONCRETE SEWER PIPE NO. SIZE DESCRIPTION 1 18" x -2:01/6 Existing Curb Inlet @ Sta. 103+52 - 26' RI-. To Manhole 1 DISTANCE y'' x 7' RING 1 T E4t1.ru4 Cut Ilite t, Plan 428-R1 p 2 15" x 7'3' Manhole 1 To Curb Inlet 1 70 /crn 3 ;pe_. 3* A Curb Inlet 2 To Manhole 1 42" x 56'78' 4 15" x X7'25' Curb Inlet 4 To Manhole 5 5* 42" x 341' Manhole 3 To Curb Inlet 3 6* 42" x 295' Manhole 2 To Curb Inleft 2 1 - M an h °I e_ .� 510. /0.3 / d`5' ,?s' '-z 1 8 30" x 258' Junction Box 11 To Manhole 2 9* I Curb Inlet 3 To Manhole 5 42" x 57'g3 10* 42" x 32' Curb Inlet 5 To Manhole 3 11 18" x 40' Curb Inlet 6 To Curb Inlet 5 12.* Manhole 5 To Manhole 1 R.,R, e, y,P 42" x S° 14 15" x 70' — Curb Inlet 7 To Manhole 3 * Round Equivalent N (o + 0 M N Pee r /030,8 /non Aio/t Rina S /'Jd /fc'(• (e oL,en r DICT /I RFA 1-Ali.E T SPEC ML. P24/1/ -0 ,./0. 5 7/ 4,) BUIL6 MANHOLE, PLAN 435 NO. STATION SIDE DISTANCE FRAME & FLANGE RING COVER TYPE 1 A- 103+1679 4/6' Rt. 37' I - A 2 107+18 Rt. 39.6' I - A 3X- 107+67 Lt. 41.5' 1 - A 5-r 103+7679 y4' Lt. 37'a5' I - _ A Pee r /030,8 /non Aio/t Rina S /'Jd /fc'(• (e oL,en r DICT /I RFA 1-Ali.E T SPEC ML. P24/1/ -0 ,./0. 5 7/ 4,) 5'/Di 7- y' x P/Pi GR.% 7 ,5o /civ t 7� /'.r. 7 /.'ef'X /'8 3' 42"y /y/- 4'-0" 6' l / O 175' 5 / R7 le KIS"' 3' /2 x /3 F 6/. /656 7'5'3 5'/ 4 7 /'8"_x _/''" AO 4 f= S,De.c , cr / p Mei // a. SEC. 13 - T 7N -RIOW N (0 (0 M r + co 0 (0 a) N K) (o -4 (0 0 Parking Lol E'1 NO. 15 South Street N a a •4t rfQ)� �0 t0 t0 DRAINAGE <> BUIL.l CURB INLET, PLAN 443-R6 NO. STATION SIDE "X" "A" "Y" 1 103+86.5' 055' Rt. 3'-11" 2'-8" 4'-0" 2 104+25 Rt. 4' -7" 8' _ l" 10'-0" 3 104+26 Lt. 4' -5" 8' -1" 10' -0" 4 103+90 55' Rt. 3' -2" 2' -8" 4' -0" 5 0+52 * Rt. 7F -5'-A, 8' -1" 8' -0" 6 0+82 * Lt. 4' -2" 2'-8" 81-0" South Street N a a •4t rfQ)� �0 t0 t0 DRAINAGE 0 I -Story Brick Bldg. (City Iron & Metal Co.) CV co Wooden Steps r▪ - , to "ost co (D c co o) in + I- Story Brick Bldg. (City iron B Metal Co.) cep co N + 6 REMOVEDJUNCTION BOX STATION REMOVEDEXISTING SEWER PIPE DISTANCE STATION TO STATION LT. SIZE 108+00 - 30' LT. 110+50 - 35' LT. IO"X 245'CAST IRON 110+50 - 35' LT. 110+77 - 18' LT. 10"X 32' CAST IRON 110+77 - 18' LT. 111+74 - 20' LT. 8"X -#?',CAST IRON 110+77 - 18' LT. 110+77 - 18' RT. 8"X 36' CAST IRON 110+77 - 18' RT. 111+74 - 18' RT. 8"X 97' CAST IRON 108+81 - 56' LT. 108+81 - 39' LT. 6"X 17' IRON 108+81 - 39' LT. 108+91 - 28' LT. 6"X 15' IRON 110+16 - 22' RT. 110+16 - 47' RT. 10"X 25' CLAY 112+10 - 22' LT. 112+10 - 32' LT. 8"X 10' CLAY 113+91 - 42' LT. 114+03 - 33' LT. 12"/24"X 413.1 R. C. P 20' `/13f4'o - /o5" Li. i/374'// -,2o2' j t /c.2 I I -Story Brick Bldg. (City Iron & Metal Co.) CV co Wooden Steps r▪ - , to "ost co (D c co o) in + I- Story Brick Bldg. (City iron B Metal Co.) cep co N + 6 REMOVEDJUNCTION BOX STATION SIDE DISTANCE EACH 108+81 LT. 39' 1 REMOVEDt,ANHOLE STATION STATION SIDE DISTANCE EACH 109+86 RT. 43' 1 110+77 LT. 18' 1 110+77 RT. 18' 1 //3t 7/ 1. 7- .33 ' / /03/748'9 47 2 ' / REMOVEDLIFT STATION STATION SIDE DISTANCE EACH 110+48 LT. 35' 1 ReMovED /444U1/o/E .447/0,1.1 I'F .Ufa lit. /- " i AC A 0 , /* I ,Q i y� ' + / Misc. Stacks of Steel on Storage Skid Racks x SEC.12-T7N-RIOW +1111low""""-- REMOVED INLET STATION SIDE DISTANCE EACH 110+77 LT. 19' 1 111+23 LT. 20' 1 111+73 LT. 22' 1 110+77 RT. 23' 1 111+23 RT. 21' 1 111+77 RT. 21' 1 1124+10 LT. 31' 1 l/3j Alio .4 i. 20.2 / 1/1/y0 L 7. /26" / //. /- h'G 47. /0S" / 0 0 3 (D 6 o 1 + in To In (D sr r') (/) O (D + + 0 co iit + y M c <, T 13 N ■O- m n L ca M 1) co 1) 0 0 m N M c. d BUIL CORRUGATED METAL PIPE SIZE DESCRIPTION NO. STATION TO STATION SIZE DESCRIPTION Curb Inlet 20 To R.C.S.P. `8 @ Sta. 111+60 16 30 110+48-43.5' Rt. 110+48-43.5' Rt. 12"x130'* GaIv. Slotted Pipe; 2 End Caps; 1 T -Section 31 111+13-43.5' Rt. To Manhole 13 12"x 5' 20 27" x 28' Manhole 7 To Lift Station 36 110+48-43.5' Lt. 111+78-43.5' Lt. 12"x130'* Galva Slotted Pipe; 2 End Caps; 1 T -Section 37 110+48-43.5' Rt. To Manhole 12 12"x 5' Curb Inlet 17 To Curb Inlet 18 25 15" xy.X3' * See Sheet 2N Fbr Detail, Excavation Shall Be Subsidiary To Corrugated Metal Slotted Pipe. Asph. Conc. Parking Lot Bldg. Gas Meters I -_I/4" Gas Line _ C 10' Storrn Sewer Signal O 3 .6 Conc. .4 Deep Drain w/Stee O Plate Conc. Curb 0 0 rr .0 0. til 740 in T SAN - SAN - TO BE USED !•1111111 SURVEYED c. i 0 I An3-0 4" Water Main w - J Control Box Water Main Cu,,e. mutt W 6" Water Main SAN u? U3 ozi N U c (i. .34 c JI ci 6 ar 41114\444\T/ 1- Story Conc. Block and Stone (Sears Roebuck 81 Company) Conc. Parking Lot Bldg. in crO cCi + Conc. Parking Lot 1- Story Brick Bldg. r- N (0 c0 + N N s co 4 (o co CD coo I- Story Brick Bldg. (Hastings Satellite) I - Story Brick Bldg. (Eckes Office Equip.) O BUIL REINFORCED CONCRETE SEWER PIPE NO. SIZE DESCRIPTION 8A 30" x 27' Junction Box 11 To Lift Station Junction Box 15 15" x 5' Curb Inlet 20 To R.C.S.P. `8 @ Sta. 111+60 16 12" x 40' Junction Box 5 To Junction Box 6 17 12" x 35' Junction Box 6 To Curb Inlet 8; 1-14° Elbow, Plan 425-R2 18 15" x 62' Curb Inlet 8 To Curb Inlet 9 19 15" x 83' Curb Inlet 9 To Manhole 7 20 27" x 28' Manhole 7 To Lift Station 21 27" x 76' Manhole 7 To Manhole 8 22 24" x 95' Manhole 8 To Manhole 9 23 18" x 155' Manhole 9 To Curb Inlet 18 24 18" x 62' Curb Inlet 17 To Curb Inlet 18 25 15" xy.X3' Curb Inlet 16 To Curb Inlet 17; 1-9° Elbow, Plan 425-R2 - 11 26 15" 32' Curb Inlet 19 To Curb 1niet 18; 1-(" Ellilow, Flan 425 -Lid 3.0' x - 27 15" x 25' Curb Inlet 15 To Curb Inlet 14 28 15" x 25' Curb Inlet 14 To Curb Inlet 13 29 15" x 12' Curb Inlet 13 To Manhole 8• 32 12" x 8' Manhole 14 To Curb Inlet 14 33 15" x 25' Curb Inlet 12 To Curb Inlet 11 34 15" x 25' Curb Inlet 11 To Curb Inlet 10 35 18" x 56' Curb Inlet 10 To Manhole 8 38 12" x 8 Manhole 13 To Curb Inlet 11 89 /5" x 58 ' laRE,i 2' 4,11 5,3 70 4,4Y.,9 7047-7 5''-s/ L(//C o..L4k fig E/M Y/1/2 E 9 51",/ 70 4 it9e4 7N.ZG 7 ..,�'5 "10 . / " x 2.1 2 (0 BUIL PUMPING STATION STATION SIDE SEE SHEET EACH 110+00 RT. IC_ 1 BUIL CURB INLET, PLAN 443-R6 NO. STATION SIDE " X ( " ",A" 5,Y" 16 113+40 71641 Lt. 4J-0" 2,-8" 10'-O" 19 1-13+44 s' -Ht /9Rt'I 2-4/.447- U" 2. -8., 0" /044/t/ 1-/C 0 ,5--/./6) iz/ /x /y X /3/f4" 1 //4x3 1-6 /2 I X /73 .Y1) /�?G i.0 7 IF/, x3 ff% .2' G' /.2 J6 D //3 1-'1/ 0 � G SEC. 12 -T7N - RIOW M M 0) 1---- BUIL MANHOLE, PLAN 435 NO. STATION SIDE DISTANCE FRAME & FLANGE RING COVER TYPE 7 110+04 Rt. 25' I - A 8 110+80 Rt. 25' I - A 9 111+75 Rt. 25' I - A 10 113+91 Lt. 42' II - A n BUIL MANHOLE, SPECIAL PLAN 5C NO. STATION SIDE DISTANCE FRAME & FLANGE RING COVER TYPE 12 111+13 Lt. 37.3' 1094-20 65' , Lt. 5'-6" 13 111+13 Rt. 37.3' 4' -6" 3' x 4' Lt. ___, r- BUILD' JUNCTION BOX, PLAN 443-R6 NO. STATION SIDE "X" "Y x Y I " 5 108+81 56' Lt. 2'-6" 2' x 2' 6 1094-20 65' , Lt. 5'-6" 2' x 2' 11 109+75 *-15:3'G5Rt. 4' -6" 3' x 4' to*. oio err ++ e 0 CO C BUIL CURB INLET, SPECIAL PLAN 6C NO. STATION SIDE "X" 7 108+35 35' Lt. 4.5' - 8 109+20 31' Lt. 3.25' - - 9 109+20 31' Rt. 4.0' - - 10 SIE 110+91 31' Lt. 3.5' - - 11 111+16 31' Lt. 3.0' - - 12 111+41 31' Lt. 3.0' - - 13 SIE 110+91 31' Rt. 3.5' - - 14 ' 111+16 31' Rt. 3.0' -- 15 111+41 31' Rt. 3.0' - - " 17 113+30 31' Lt. 3.25' - - 18 113+30 31' Rt. 4.25' - - 20 108+59 57' Rt. 2.5' - - SIE Temporary Inlet Liner Required. For Details, See Sheet 2-N. DRAINAGE 10 Wheelc Ram 2 -Story Brick Bldg. v N (D SEC.12 -T7N - RIOW REMOVED MANHOLE STATION REMOVED EXISTING SEWER PIPE SIDE DISTANCE STATION TO STATION 1 SIZE 33' 114+03 - 33' LT. 116+77 - 33' LT. 24"X 274' R.C.P. 116 116+77 - 33' LT. 116+96 - 33' LT. 24" X 19' R.C.P. 118+21 115+36 - 33' LT. 115+36 - 36' RT. 1 2" X 69' R.C.P. 119+93 116+96 - 33' LT. 118+58 - 26' LT. 27" X 162' R.C.P. /i5' f33 118+58 - 26' LT. 119+16 ' Curb Inlet 24 To Curb Inlet 25 27" X.. ll R.C.P - 2 LT. 25 9 Curb 50 12" x 43' 119+16 - 26' LT. Junction Box 19 To Curb Inlet 23 62..y 27" X.2o*R.C.P 119-83 - Q 117+77 - 34' RT. 118+21 - 34' RT. 12" X 44' R.C. P 118+21 - 34' RT. 118+79 - 34' RT. 12" X 74' R.C.P. 118+58 - 24' Ta. L7 118+58 - 26' RT. 12 " X50' R.C.P. 119+93 - 38' RT. 120+07 - 34' RT. 15" X 14' R.C.P. 119+93 - 27' LT. 120+12 - 27' LT. 12" X 19' R.C.P l //.5t3( - 36 R /` I/3C - 17/ A37 :35 /r C/9 Wheelc Ram 2 -Story Brick Bldg. v N (D SEC.12 -T7N - RIOW 0) + 2- Story Brick Bldg. d' M (0 v N to r sc 0 cooi' V - Ya j a) at r OD REMOVEQINLET REMOVED MANHOLE STATION DISTANCE SIDE DISTANCE EACH 114+03 1 LT. 33' 1 r'? /7 LT. 33' 1 116 lat./8 36' Li. /8 r ( / 0) + 2- Story Brick Bldg. d' M (0 v N to r sc 0 cooi' V - Ya j a) at r OD REMOVEQINLET STATION SIDE DISTANCE EACH 118+58 LT. 26' 1 119+16 LT. 26' 1 119+93 LT. 27' 1 115+36 RT. 36' 1 117+77 RT. _ 34' 1 118+21 RT. 34' 1 118+79 RT. 34' 1 119+93 RT. 38' 1 i/6 7 7 i. r 33 ` 1 /i5' f33 R T 7/' _ / M 0 + N a) m 3- Story Brick Bldg. Parking Lot Bldg. N a) OD M Conc. h /8" o0h ti act Qprinkier Control Box - E. Rc 0 0 CO (0 2 x 2' Conc. Base tr -t Li•ht QCT— I' Conc. Curb Storm Sewer Edge of Roodwa x +. Grate Inlet + Gr e Inlet 2.5' x 3' Grate inlet (4 0. 1 a) M . Bre t Light R' :NGTON AVE. Asph. Conc. c, TO BE USED 17 SURVEYED Q 16 w v Water Gas Vol Conc. Walk bnd Drives Conc. Walk 6" Iron Drain Pipe Conc. Walk 0 CD ,0' Gote Valve (O 2 Gas Shutoff Valve M 0 co + NN r) + + + Covered Stair 8 Basement Entry (Metol Plate W/4" Concrete Overlay) 0 2- Story Brick Bldg. (Strand Theatre) z_1 € cat `t vE.0`r E g to fn- .0 O d:an>o ("I _co (0 _x m . O x N + ~ Q a05 ) 1C) CO V + 8 6' 2- Story Brick Bldg. (J.C. Penney Co.) 2 x 2 Grate Inlet ;— TO 00 O 0 N ti 10 10 NN + (y' O0. Overhead M Conc. + o Roof 0) 0 0 c 0 0 (0 + 0 0 0. E a 0 10 0 co C.) ti 0 0) 0 M 0 BUILE REINFORCED CONCRETE SEWER PIPE NO. SIZE DESCRIPTION 39 24" x 251' Manhole 10 To Curb Inlet 21 40 24" x 56' Curb Inlet 21 To Existing Manhole @ Sta. 116+96 - 33' Lt. 3'-11" _ 5'-2" .2,.- Tap Existing Manhole, Plan 428-R1 41 27" x 80' Existing Manhole @ Sta. 116+96 - 33' Lt. To Manhole 15 31-2" 41-3" Plan 428-R1 1-27" Pipe Plug, Plan 428-R1 1 Tup Exist trg Muth() e, ; 117+52 r 3'-11" 2'-8" 41-0" 24 43 15" x 105' Curb Inlet 22 To Manhole 15 44 15" x 8' Curb Inlet 23 To Manhole 15 45 30" x 100' Manhole 15 To Manhole 16 46 30" x 119' Manhole 16 To Curb Inlet 26 47 30" x 38' Curb Inlet 26 To Existing Manhole @ Sta. 120+07 - 34' Rt. 51-9" 101-0" *- _ 48 15" x 53' Curb Inlet 24 To Curb Inlet 25 49 15" x -M-'y/ Inlet ?52'/fo Manhole 17 Curb 50 12" x 43' Junction Box 18 To Junction Box 19 51 12'' - x 26' Junction Box 19 To Curb Inlet 23 M) 5, 0 BUIL, CURB INLET, PLAN 443-R6 NO. STATION SIDE "X" "A" "'' 21 116+41 _ Lt. 3'-11" _ 5'-2" 6'-0" 22 116+48 Rt. 31-2" 41-3" 61-0" 23 117+52 Rt. 3'-11" 2'-8" 41-0" 24 119+22 Lt. 3' -.'B 4'-3" 81-0" 25 119+75 Lt. 3' --'2 4' -3" 81-0" 26 119+70 Rt. 4'-10" 51-9" 101-0" SEC.12 - T 7N -RIOW h of M 0 ADJUSWMANHOLE TO GRADE, PLAN 435 STATION SIDE DISTANCE FRAME & FLANGE RING COVER TYPE 116+ —88 Lt. 33' Curb Inlet 2' X 3' 19 117+77 34' Rt. 2'-9" 2' x 3' REC aivs 7-Ruc E.0 ,922.9wif/v4,E 14 116+96 Lt_ 59' 4- — 4 15 117+52 Rt. 25' 1 12 +07 R-1_ 34' # Rt. *- _ - 4 17 119+=.25' c * Use Existing Cover, Frame & Flange 0 N 6" Gate Valve „tiff 2 UC S EWER R? 12//G USEOIN PLACE STATION 1211 DESCRIPTION 116+73 - 65' Lt. Curb Inlet 117+27 - 65' Lt. Curb Inlet „tiff 2 UC S EWER R? 12//G 460 2,0 .L//J /7 1211 7:o.,4/ A./r`> 7.0 2/2! F7 P9 DISTANCE 9:0,LIA/F--7 1--- BUIL) JUNCTION BOX, PLAN 443-R6 BUIL. MANHOLE, PLAN 435 STATION NO. STATION SIDE DISTANCE FRAME & FLANGE RING COVER TYPE 2' X 3' 19 117+77 34' Rt. 2'-9" 2' x 3' REC aivs 7-Ruc E.0 ,922.9wif/v4,E 14 115+36 R I . 16' I — 4 15 117+52 Rt. 25' 1 - 4 16 118+52 Rt. 19' I - 4 17 119+=.25' c - 1 - A 1--- BUIL) JUNCTION BOX, PLAN 443-R6 NO. STATION SIDE "X" "Y x Y I " 18 118+21 34' Rt. 2'-6" 2' X 3' 19 117+77 34' Rt. 2'-9" 2' x 3' REC aivs 7-Ruc E.0 ,922.9wif/v4,E S747/0te 5/D ,J/S79Lec- t,%cti /O20x-07 R7 3y' 0 DRAINAGE 0' N tri 1) REMOVED INLET STATION SIDE DISTANCE EACH 120+14 LT. 55' REMOVEDEXISTING SEWER PIPE 120+50 LT. STATION TO STATION LT. 17' SIZE 123+25 120+14 - 55' LT. 1 120+50 - 56' LT. 12" X 36' R.C.P. 120+09 - CL 1 120+14 - 55' LT. 2.1" X 55' R.C. P. 123+25 - 17' LT. 1 123+25 - 25' LT. 12"X 8' R.C.P. 123+25 - 17' LT. 4'-O" 123+52 - 20' LT. 12"X 27'- R.C.P. 123+26 - 16' RT. 1234-22 123+26 - 27' RT. 12" X I I' R.C.P. 123+26 - 16' RT. 31_2" 123+52 - 20' LT. 12" X 26' R.C.P. 123+52 - 53' LT. x 87' 123+52 - 20' LT. 12" X 33' R.C.P. 123+85 - 46' LT. 123+87 - 20' LT. 12" X 26' R.C.P. 123+52 - 20' LT. 126+00 - 21' LT. .2 I" X 248 R.C.P. N tri 1) REMOVED INLET STATION SIDE DISTANCE EACH 120+14 LT. 55' 1 120+50 LT. 56' 1 , 123+25 LT. 17' 1 123+25 LT. 25' 1 123+26 RT. 16' 1 123+26 RT. 27' 1 123+52 LT. 53' 1 123+85 LT. 46' 1 O n— Q 'o ai + ro N SEC.12—T7N—RIOW -±7011"."..---.Z R '/ 'ED M.4NNG 2 kl 5747 /c /! 5i/Dt pis??JNC6 ElAc, /2,2 t5'? 4 7 3y' / Io22553,5 A) -1 37' / /.2.2 ;2 4 i 3,,/ ' / 1- Story Conc. Block Bldg. et M N 010 + +. 3 N Conc. Drive N a] + N 0' + I- Story Brick Bldg. cc9 + I - Story Brick Bldg. 3 0 ci 0 0 0 Shrub c 7" x 7" Steel N Sign Post co ti 2 2. x Grate I Shrub Shrub ▪ 111111111151 r�Ot1QDY -- tea❑ e, • a op, 10 (0 • M a) � • .00 • is Zp.s-v o o,� co8o 0 • =m o D c PROJECT IMO -4(1014) /8 C.M. 41200 N Evergreen Trees and Shrub tD c NM NM IC • o C*. 0 ,‘ c3 + inln Pump c ++ o �` r` Island �%-.AapP74. . O+ CJ M.H. Conc. Walk Sign Contr.(' Conc. Curb Conc. Dri and Porking A Conc. Porking Area 3'x1.5 Grate Inle O Conc. Walk I` Conc. Curb N + c Anchors Conc. Diagonal Parking �5 c0 V 'Curb Stop in N 21'Storm Sewer et BURI ,INGT.IN AVF CE TO BE USED _L. —0 N ti -- w — N W W Conc. Curb 6" Water Main Conc. Curb Grote Inlets W 4" Gate (0 Valve W o, 6 Gate ,n '' Valve 3 in S _i_ SURVEYED rt, W onc. ti W— N 10 M N W co Conc. Wolk M.H. 58A w/Wat�.. 0 Awning Conc. Curb 0 rn ti O M.H. CO. c rnBose ar, 2.3Tx 0 Conc. Parking Area 0 3 Q CAS 0 0 .0 0. N Q I- Story Brick Bldg. 0 / Q 0 Sign on 4.5'x2.2' C Conc. Oen 0 cG N et Conc. Conc. Parking Lot w/Asphalt Overlay .0 7 0 In O or- Conc. Walk or-- U 0 0 u 0 0 0 c O 0 c0 O + M N Gravel i 0 N ui onc. Curb a) 0) N 0 0 co IN O + 0 NO. BUIL" PVC SEWER PIPE 58A STATION TO STATION SIZE DESCRIPTION 122+12 - 122+59 * Rubber Boots and Claml /2.27'56 ti fp O 1 O ID O T 0 ii 4" x.55 From Building Downspout To Curb Inlet 33. s (Subsidiary) BUIL6 MANHOLE, PLAN 435 NO. STATRON SIDE DISTANCE. 20 124+17 AME & FLANGE RING COVER TYPE II - A NO. BUIL6 CURB INLET. SPECIAL PLAN 3C STATION SIDE 31 123+52 59' Lt. S-0" "Yu +53 Curb Stop O M CO .0 0 1) 0 0 3 ci c 0 0 a) M a) 0) U Conc. 0) O 111' /PVC- _St WER 1)//°: INLET, PLAN 443-R6 0 BUIL6 CURB NO. STATION SIDE "X" "A" „Y" 52 120+56 59' Lt. 3'-8" 21-8" 41-0" 27 28 120+11 59' Lt. 3'-9"4'-11" - c., Plan 425-R2 4'-0" 15" x 79' Lt. 3'-2" 41 _31 8'-0" 29 122+34.5 Curb Inlet 30 To Curb Inlet 31 123+13 Lt. 3'-3" 4'-3" 8'_01 30 32 123+85 55.5' Lt. 4•'-2" 4'-7" 4'-O" 33 122+59 Rt. 3'-2" 4'-3" 6' _OI 1 34 1234-22 Rt. 3'-3" 4'- " 41-0" Curb Inlet 34 To Manhole 20 125+61 Lt. 31_2" 4'_3r1 8'-O" 35 111' /PVC- _St WER 1)//°: . I /.,. ..C) L / / ✓ It SEC.I2—T7N —RIOW N N + + Fill Caps for 1? ndergrcund Tanks ti O c0 I- Story Brick Bldg. 1) ti N a? 0 0 f) d' + + 0 i3 m co ' I c O 0 DRAINAGE 0 BUILD REINFORCE& CONCRETE SEWER PIPE NO. SIZE DESCRIPTION 52 12" x 46' Curb Inlet 27 To Curb Inlet 28 53 21" x 59' Curb Inlet 28 To Concrete Collar @ Sta. 120+09 - c., Plan 425-R2 54 15" x 79' Curb Inlet 29 To Curb Inlet 30 15" x 47' Curb Inlet 30 To Curb Inlet 31 55 56 15" x 33' Curb Inlet 31 To Curb Inlet 32 57 1'8" x 97' Curb Inlet 32 To Manhole 20 58 15" x 63' Curb Inlet 33 To Curb Inlet 34 k59 15" x 96' Curb Inlet 34 To Manhole 20 60 21" x 230' Manhole 20 To Curb Inlet 37 61 15" x 87' Curb Inlet 35 To Curb Inlet 36 DRAINAGE Red Brick Bldg. ro re) + +� co REMOVED INLET STATION REMOVEQEXISTING SEWER PIPE DISTANCE STATION TO STATION RT. SIZE 126+00 - 21' LT. 1264-61 - 21' LT. 21" X 61' R.C.P. 126+61 - 21' LT. 129+87 - 21' LT. 24"X 326' R.C.P. 126+59 - 20' RT. 126+58 - 16' RT. 12" X 4' R.C.P. 126+58 - 16' RT. 126+61 - 21' LT. 12" X .437' R.C. P. 126+84 - 47' LT. 1264-84 - 21' LT. 12" X 26' R.C.P. 127+21 - 45' LT. 127+21 - 21' LT. 12" X 24' R.C.P. 130+00 - 37.5' LT. 129+87 - 23' LT. 24"X 13' R.C.P 1294-86 - 18' LT. 129+87 - 27' RT. ?4"X 45' R.0 P Red Brick Bldg. ro re) + +� co REMOVED INLET STATION SIDE DISTANCE EACH 126+59 RT. 20' 1 126+58 RT. 16' 1 126+61 LT. 21' 1 126+84 LT. 47' 1 127+21 LT. 45' 1 129+87 LT. 23' 1 129+87 RT. 23' 1 r - co + 0 n + 0 SEC. t2—T7N—RIOW —4-21•100"--- REMOVED 4-21.. REMOVED M/itilic -E S -7,!-r/©4/ 5i0/- ,0/574Nc,E"FAN Curb Inlet /30t66 i-7 7' / 2 M USED IN PLACE STATION DESCRIPTION 130+19 - 53' Lt. Curb Inlet 130+53 - 54' Lt. Curb Inlet tir coo P.- + '1 Z 4 Of 0 + Conc. Drive + 4' Drain P'.e Parsonage Eos MNK First St. Pout's Lutheran Church Air Cond. on 2.5x 2.5 ie o Conc. Base a Evergreen Trees and Shrubs v 1 0 6 + 0 ri 0 Pork trig Lot Red Brick Bldg. Curb Inlets 0 0 1 io rA2'x id + sign + ti i i .a.1 15 le 2.5xl.5' + Grate Inlet 0 1' + ti © +. — — — —G— — 1' 0 2 0 24" Storm Sewn 21" Storm Sewer co M r) Grate and Curb Inlet 0 O 0 a1 SAN - 0 --- SAN SAN BURLINGTON AVE. Asph. Conc c_ TO BE USED L_ SURVEYED c. J 4" Water Main w 011111 mss 0 o Conc. Wolk and Curb szle ♦,- 4Ow/,G. _re�, IQ GO in ccir a v;+ + + v M re-) v + 0 0 c 0 0 Gross Shrubs 0 + N • + C 0 v + Conc. Parking Area o0 0 4 Conc. Drive M ri C 0 0 2- Story Stone and Brick Bldg 'St. Marks Episcopal Church) 1- Story Brick Bldg. (Hastings Stets Bonk) 0 0 N 0 c0• m r` 5' Brisk Milk 1-- BUIL REINFORCED CONCRETE SEWER PIPE NO. SIZE DESCRIPTION 62 18" x 42' Curb Inlet 36 To Curb Inlet 38 63 18" x 38' Curb Inlet 38 To Curb Inlet 39 64 21" x 95' Curb Inlet 39 To Manhole 21 65 1 21" x 101' Curb Inlet 37 To Manhole 21 66 30" x 96' Manhole 21 To Manhole 22 67 30" x 146' Manhole 22 To Manhole 23 68 15" x 9' Curb Inlet 41 To Manhole 23 27' I - E,9 74" x 10' ; Cnnc. Cotinr, Plnn 475-R7 ca -c -a_ 12'91-86 - 18' Rt. To Monhole ?3 41 129+82 Rt. 70 24" x /7' Curb Inlet 42 To9°Conc. Collar, Plan 425-R2 @ Sta. 129+86 - 20' Lt. 71 24" x 1--3.' 9'27°Conc. Collar, Plan 425-R2 @ Sta. 130+00 - 37.5' Lt. To Curb Inlet 42 72 15" x 31' Curb Inlet A0 To Manhole 22 36l /2 " X Card 7,zJLe/ 37 76 stet./17t %y '.C' 7 a1/0 ant, - G a//' iy _.25' / 1'1 x 5.2 .5-'i /.1- 2 er 70 > /2/ /0 35'1- 7 IA)/ 0/,')t ° - /P/ (4(t- c( 0 0 11 O � n m + + BUIL. MANHOLE, PLAN 435 NO, STATION SIDE DISTANCE FRAME & FLANGE RING COVER TYPE 21 127+48 Rt. 35' II - A 22 128+43 Rt. 25' I - A 23 129+89 Rt. 27' I - A /3Ui,4 t /0//, $'/i' PX/2 5>97/e 41 57/97/0,41 5,-2- ' "X" /2 6 t7; /,2 6 / �,. -5/x /0 ' Rep",;+° e1;5/.H( /.211'`. -- SEC. 12 — T 7 — RIOW r- w� ft? O 0+ +N + + + N 4 + 52 0 92' St. Lt. Role ChurcA Bldg. Asph. Parking Loi f 0 O BUIL' CURB INLET, PLAN 443—R6 NO. STATION SIDE ' "X" "A" "Y" 36 126+48 Lt. 3'-4" 4'-7" 8'-0" 37 126+48 Rt. 4'-11" 4'-11" 8'-0" 38 126+84 55.5' Lt. 4'- ' 41-7" 4'-0" 39 127+21 55.5' Lt. 4'-5" 4'-11" 4'-0" 41 129+82 Rt. 3'-11" 2'-8" 8'_0" 42 129+88 Lt. 4'-8" 5'-2" 14'-0" 0 BUIL6 AREA INLET, SPECIAL_ PLAN 4C NO. STATION SIDE "X" "A" "Y" 40 128+43 55.5' Rt. 3'-0" - - 03 -AUG -1995 09:41 /usr/drof tingl /draf t/ 412000DD1.OGN J — SAN e•.1 — 0 • CONC. PARKING LOT TO BE USED -SAN rv 1 11 • 11 L 1T1 11 11 11 11 11 11 11 11 11 SAN BURL NGTON AVE. 1 SAN _1 OM/ 4 SURVEYED Q 1 1 1 1 1 1 1 1 1 1 1 1 1 /0 1 Water Main 1 1 H Lfl —SAN 1 U MININtommir 0 0 1_0 0 LL1 0 LI L11 Vv 0 +03/32' ELECT +31/32' ELECT! +50/32ELEC CHURCH BLDG. 4-83/33' ELEC h.fii 0 ue_d mod a 4 5 M7/ 0 Ai„0/57/9pc j, 4/6, # 1327123 1-7 7' / +06/33' ELECT 6' +30/49' CHURCH LIGHT 11— 2” Gas on (Burled 2ep) 1 PROJECT NO. 34-4 (1014▪ ) T NO. 20 C.N. 41200 DRAINAGE 128 8 SEC. 12— T 7 N —R IOW ‘--------------________,_ REMOVE EXISTING SEWER PIPE _____„-------------- STATii5R------1& STATION ___------"IIZE 5000+80 - 15' RT. 5-0-0-0-4,8.0__- 37' j? --T-!--- 4" X 22' D. 1. P 5001+15 - 15' RT. 5001+,. 4" X 22' D.1. P 5001+36 - 15' RT_-cifitri+36 - 37' RT.-------- 2 2' D.I. P 5001+58_-1-5T. 5001+58 - 37' RT. 4" X -2-2L---gtLP - 15' RT. 5001+75 - 37' RT. 4" X 221 D. I. P--.-------,,_ -1- 4' Walk Grass Conc. Drive Grass (-1? 473 ci FIFTH ST. -12 co° e- co 0 A ‘11 0 0 o o- -o 10 re) 0 S. Walk Q TO BE USED 127 90° 126 Asphalt W/ 2.5. Conc. Curb a Gutter (Overloid) O 0 Cont. Overlay -7,-j 0 Scrinkler ru tri Grass - Wolk Steps Sprirklers ep 41) to .4 - c Grass -CV 41) r -t Elec. Outlet 4-91 0 Stairs 4. 0 (5;2 Grass 2 in Wo I k -10 in rn --- o Sprin er System Control alve _ 5rItinv. Grass r4._ , , ,.). -k- in N 0 N (V -6- n0 CT) Conc. Block Bldg. Church c 0 L.) o -- 0 N X 0 -1- 0 (••1 c 0 0 Grots J 83 Cr) CO 1- 5 'Atilk 40 _ 0 IT) -t) 0 0 • BUILD PVC SEWER PIPE NO. STA • • STATION SIZE DESCRIPTION 73 5000+80 - 24' Rt. 5000 :th. 37 Rt. — . so + : 't. 941+ 4''X9' 75 5001+36 - 28' Rt "601+36 - 37' Rt. 4"x9' 76 5001+58 --2-8- t . 5001+58 - 3T Rt. 4"x9' 28' Rt. 5001+75 37' Rt. " x ' m*- Rubber Boot & Clamps (Subsidiary), Outlet In Curb SEC.12 VI 0 -.et I ai 11, re) •••• ..- tO 4- 6" Rnd. Lights Brick Bldg. -1- ON -4- -4(1014) 2'I C.M. DRAINAGE 0 -0 0 ••o o 0 o, o �o I-- 0 00 /usr/draftingi/draft/ 412000002.DGN 1. P.I. STA. 7000+00 A = 90°35143" LT. Face S.E. Bolt Cover L.P. Conc. Cor. of PrKg. Lot Wail U.1 cc u7 F-- 1- 0 0 V) 26 7010 SAN w w cC u_ 0 Face S.W. Bolt Cover L.P. STA. 7015+22.24 = STA. 107+41.89 BURLINGTON AVE. 2. P.I. STA. 7003+85.84 = 89°09'48.50" LT. S.E. Cor. Bldg. / Face N.W. Bo't N.E. Corner Lawless Bldg. P.K. NAIL Cover L.P. P.K. NAIL S.W. Co( Expert 're Bldg. N.P.P. STA. 7000+00.00 = STA. 113+61.42 BURLINGTON 3. P.I. STA. 7005+36.64 Q = 205°16'26.17" RT. N.E. Corner Lawless Bldg. N.P.P. P.K. NAIL N.P.P. SAN P.I. STA. 7007+85.89 = 152°47'28.67" LT. N.P.P. Face Yellow Guard Post 5/8" REBAR N.P.P. x /yr x 170X 1— 34-4 (1014) C.N. 41200 27 OCT 95 V/4 BUIL CONCRETE PAVEMENT PATCHING STATION TO STATION SIDE TYPE SQ. YDS. FRAME & FLANGE Lt & Rt C L yi 700ote) 7003 53 o 7005+£15oo n BUIL MANHOLE, PLAN 435 NO. STATION SIDE DISTANCE FRAME & FLANGE RING COVER TYPE 24 7005+33 c.. - I - A 25 7007+86 c_ - I - A 26 7010+16 c_ - I - A. 27 7012+35 Lt. 23.5' I - A 0 BUILL AREA INLET, SPECIAL PLAN 4C NO. STATION SIDE "X" GRATE TYPE 43 7004+08 Rt. 2'- ' - 44 7003+50 22' Lt. 2'-5" - 45 7003+50 22' Rt. 2'-0" - 46 47 48 7003+85.84 - 20' West 22' Rt. _ 2'-0" - T 7004+08 7005+32 q.. 2'-8" - 24' Rt. 2'-O" - RociNA Eov/I/945/1,1t 6),Li/ l '.- Z 2% L L NvC.A91.7L .5 717/0 4/I d u. /.25 . 70o8�tC) .y. <> BUIL.& AREA INLET, SPECIAL PLAN 3C NO, STATION SIDE "X" GRATE TYPE 49 7013+67 17' Lt. - - PROJECT NO. SHEET NO. 22 BUIL' REINFORCED CONCRETE SEWER PIPE NO. SIZE DESCRIPTION 78 79 15" x 44' 15" 44' 15" x 20' 15" x 36' 30" x 125' Area Inlet 46 To Area Inlet 43 Area Inlet 45 To Area Inlet 44 80 81 Area Inlet 43 To Area Inlet 47 Area Inlet 44 To Area Inlet 47 82 83 84 85 Area Inlet 47 To Manhole 24 (Round Equiv. Arch) 15" x 24' 42" Y 21' Area Inlet 48 To Manhole 24 - Manhole 24 To Manhole 25 ( Round Equiv. Arch 42" x - Jacked Class V) ' 243' Manhole 25 To Manhole 26 (Round Equiv. Arch - Jacked Class V) 86 42" x 205' Manhole 26 To Manhole 27 (Round Equiv. Arch) 87 42" x 206' 18" x 13' Manhole 27 To Curb Inlet 5 On South Street (Round Equiv. Arch) 88 Area Inlet 49 To Reinforced Concrete Sewer Pipe 87 . 6y y3„ x 5'c) R 06,01/ Q L Q c// t/,4 /e2/ 85' -y.r x ‘2,20 RociNA Eov/I/945/1,1t ADJUSTEUMANHOLE TO GRADE, PLAN 435 STATION SIDE DISTANCE FRAME & FLANGE RING COVER TYPE EACH 7013+07 / - - - - 1 RE/riovED Co/1/Gk'E7, FD1/4ND/97/o/V S747 /o /1/ ,S Z,0 :: Er1 C H 7009740o q- / 7069 f 8o / 7o/0/aC) / 5. P.I. STA. 7010+39.60 6 = 91°26'32.50" LT. N.P.P. Crif, jf N.P.P. '"------ N P 5/8" REBAR ui..T CoNCRerg ORidewq r : lifts. 196 s62. qoS 700 2 Z .c.T /5 333 6. P.I. STA. 7015+22.24 A = 90°44'44.67" LT. N.P.P. Bolt In 1 -,re Hydrant Between Chattanooga, Tenn. N.P.P. 1/4" IRON PIN i90J u 5 T 09 1. V 6' &x ES5 To 649Dg .STATi o /v S/DC PISTRitIC6 .7oo3fi /5 - 6As , z.5 DRAINAGE 0 Conc. Parking Lot .0 3 U U 0 U N C N 0 0, (0 M U) N + a) N (0 • .0 6. 0 U 0 0 0 U N (0 (11 L r) co r- Bldg. 0 0 0 4 + co (0 4' Conc. Walk M \\0 `+ Conc. Curb 4- Asph. Conc. (0 0 Asph. a) 0 co 10. (0 (0 Conc. O m Asph. 0, N As ph. Conc. Conc. Curb u7 M 0 ro U 0. 0 O es, (0 co + cr 0 (0 ti 4 o SEC. 13 - T7N - R IOW --1-31111101°' I- Story Conc. Block & Wood Bldg. (Golden Triangle Lumber Co.) + co ti 0 5 -7-,1 -1/o si fi' r REMOVED PAVEMENT STATION TO STATION SIDE SO. YDS. 103+52 103+69 RT. 109 103+69 107+44.5 LT./RT. 3246 107+75 108+00 RT. 26 107+44.5 108+00 LT./RT. 625 /04/164 /66 /a 4 % 35..6 /63 tSi2. /03t5. /fir !)-'.y 1037, 0 /63/ ‘,9A T 64f. '7 /63tg7 /621?.7 R7 _35-'/ /al t -y /G3 ii// k)7 30.0 /(3f69 2urf,. R7 /.l7 2y6.2 - Ri R> /go ‘s - /o7t0,z /66t'/3 /66f/2 27 2,2./ /0 y 1-3,2 /61//72 /I''r 3-57. /07/ 9/09/jeY g ni /yo. / I- Story Conc. Block & Wood Bldg. (Golden Triangle Lumber Co.) + co ti 0 Gravel Parking Lot 1,0 N ti cci ti + 0 1.3 cb I - Story Brick Bldg. (Kerrco Inc.) N J a a 0 N (D (0 + PROJECT KO. SHEET 34-4 (1014) C.N. 41200 I - Story Brick Bldg, co 0 U 0 U Asph. Parking Lot a) to a) N 0 0) N N ;/////- ✓`� j // Gravel 1' Conc. Curb w/Retaining Wall N 18" Storm Sewer N N — 0 M 5' Conc. Walk a) + m v I (0 N N (0 M 0 co + Asph. Surfacing (School Yard) 0) (o (o — m d c U 1) 4".-1:47" APT+ m m Rock + + '10 N q) ✓ 4 0 + N ti N N r- 0 0 (3 Conc. Forking Lot I - Story Conc. Block & Wood Bldg. (Tree House) N (0 0 c 0 U W "kir- Inv) v) M •((00 • 0 CO -I/4" Gas Shrubs (0 rS (0 1 - Story Stone & Brick Bldg, (Feis Speidel Monuments & Markers) 1— W W 1 - co Conc. Walk 3/4" Water M r•- (7\71 N C I - Story Brick Bldg. (Ashton Wholesale Service Inc.) 0 0 1 - 4, L7 E 0 dl N N N (0 + O N 4 REMovED dont,+L14- .5;3n 94.5e- ' 5c.5T,4>iori 5 -7-,1 -1/o si S/04 /03,- 38' 1/2/ -4-7 /A /03t 95' .4 7 REMOVED WALK STATION TO STATION SIDE SO. FT. 103+89 104+85 LT. 532` 106+14 107+27 LT. 669 106+42 107+20 RT. 506 107+64 108+00 I RT. 270 /o,3/.5-5- Ri R> /go ‘s - /o7t0,z /07/2o /O3/ y'o /03/ 95 A 7 yo /031. 3"4l /07t 2/ /0714a5C///l211 fir /3 / Gravel Parking Lot 1,0 N ti cci ti + 0 1.3 cb I - Story Brick Bldg. (Kerrco Inc.) N J a a 0 N (D (0 + PROJECT KO. SHEET 34-4 (1014) C.N. 41200 I - Story Brick Bldg, co 0 U 0 U Asph. Parking Lot a) to a) N 0 0) N N ;/////- ✓`� j // Gravel 1' Conc. Curb w/Retaining Wall N 18" Storm Sewer N N — 0 M 5' Conc. Walk a) + m v I (0 N N (0 M 0 co + Asph. Surfacing (School Yard) 0) (o (o — m d c U 1) 4".-1:47" APT+ m m Rock + + '10 N q) ✓ 4 0 + N ti N N r- 0 0 (3 Conc. Forking Lot I - Story Conc. Block & Wood Bldg. (Tree House) N (0 0 c 0 U W "kir- Inv) v) M •((00 • 0 CO -I/4" Gas Shrubs (0 rS (0 1 - Story Stone & Brick Bldg, (Feis Speidel Monuments & Markers) 1— W W 1 - co Conc. Walk 3/4" Water M r•- (7\71 N C I - Story Brick Bldg. (Ashton Wholesale Service Inc.) 0 0 1 - 4, L7 E 0 dl N N N (0 + O N 4 REMovED dont,+L14- .5;3n 94.5e- ' 5c.5T,4>iori 5 -7-,1 -1/o si S/04 /03,- 38' 1/2/ -4-7 SEC.13 - T7N - RIOW CO N ,PEmoOEA ,oRi ' 4 Y 57.47/0) 76 57,47/,4) side .5eros /031 8'4. /03t 95' .4 7 /y. 7 CO 0 + to Parking Lot 23 REMOVALS co 0 0 REMOVED STEPS STATION SIDE EACH 108+63 51' LT. I -Story Brick Brick Bldg. (City Iron St Metal Co.) (0 ro co I -Story Brick Bldg. (City Iron 8 Metal Co.) co co Wooden Steps U) r-- •0 0' -0 c 0 SEC.12— T7N —RIOW REMOVED EXISTING STRUCTURE STATION REMOVED PAVEMENT DESCRIPTION 1 I 1 + I 2.69= 8006+26.85 STATION TO STATION SIDE SO. YDS. 108+00 113+64 LT./RT. 3,879 112+13 113+32 LT. 574 113+64 114+00 LT. / RT. 499 I/ 2 t ‘,..5- 1/3/33 Ri 26.5 i 3 t 6-51 //3/ b' 7 ,< 7 32,Y //) / /3 143 f.23 L. 7 3 5. / SEC.12— T7N —RIOW REMOVED EXISTING STRUCTURE STATION SIDE DESCRIPTION 1 I 1 + I 2.69= 8006+26.85 c... 85' x 63' BALLAST PLATE, STEEL GIRDER B.N.R.R. STRUCTURE WITH RETAINING WALLS. #(S156.42) 108+15 50'- RT. SIGN BASE 112+48 43' -RT SIGN BASE logi- .77 6? - I- 7 S/CN ./24.5 E ioge go 5.f" L7 5' ICA/ Q.154 5 i it) /39-54-- __Le___ 61.2/ Ll 0 4. CsJ NOTE: DO NOT DISTURB EXISTING CURB AT THE FOLLOWING LOCATION. STA. I 14+02.5-48.94' RT. TO STA. I 15+24.2-48.94' RT. re) IPROJECT NO. SKr 34-4 (1014) 24 C. N. 41200 REMOVED RETAINING WALL STATION TO REMOVED WALK V , QUANTITY STATION TO STATION SIDE SO. FT. 108+00 108+26 LT. 130 108+84 110+81 LT. 1796 109+29 110+81 RT. 1420 111+65 113+34 LT. 1696 I 1+65 1 1 3+39 RT. 2210 113+89.5 4+00 LT. H7 114+00 4+02.5 RT. 261 NOTE: DO NOT DISTURB EXISTING CURB AT THE FOLLOWING LOCATION. STA. I 14+02.5-48.94' RT. TO STA. I 15+24.2-48.94' RT. re) IPROJECT NO. SKr 34-4 (1014) 24 C. N. 41200 REMOVED RETAINING WALL STATION TO STATION SIDE QUANTITY 112+15 112+18.5 71.6' -RT. 41 -LF. 112+17 112+59 RT. -EA, 112+13 113+30 LT. _ I -EA. re) (t) + to co 4 co 4c. . 88 (0 (D 0 0 + + 1) co Misc. Stacks of Steel on Storage Skid Racks a) CO co Bldg. Gas Meters yr CO $ 0 63 (0 + L 10" Storm Sewer // / ,,://///// ,./// / Awaw ' : A0 AIIMIPAPIMISPAPAIIINV AVANNIVAIr AaevA,A, Air co (0 nro coo 4+ Conc. Wall cci Pr? co at + + 0 + _1 in (I) 3 -0 a: In a: (0 0 sr co o' 0) + .7 / _ mowanummir feri#77.47e) //I111 jA /' • Cq Ft? NI 0 ro (D + + + ro co otir; AldrJr,Prev rAllAiro 1- 6' WaterMain w Mgr/ .41rAfir _.2 , 1:411.111 0 11) + + W r‘: co to qj .c c0 0 1 Control Box 0 to Bldg. r o I- Story Conc. Block and Stone Bldg. (Sears Roebuck St Company) I- Story Brick Bldg. c ro I- Story Brick Bldg. (Hastings Satellite) LLi 1— (1) 0 4 0 a. ci co 8 I- Story Brick Bldg. (Eakes Office Equip.) 15 0 c0 0 °3. 1) sr SEC. 12 —T7N — RIOW cc Lost: aio NITt + o 0 0 REMOVALS PROJECT NO. 5►i f T to REMOVEPPARKING METER BASE STATION SIDE DISTANCE EACH 1 1 4+ 1 3 LT. 41' I 114+35 LT. 4 1 ' 1 1 14+57 LT. 4 1 ' 1 114+80 LT. 40' 1 1 15+03 LT. 40' I 117+39 LT. 4 1 ' I 1 17+60 LT. 4 I ' I 1 17+80 LT. 4 I ' 1 1 1 7+93 LT. 43' RT. 1 18+52 LT. 43' I 1 19+ 1 I LT. 43' I 1 19+29 LT. 43' 1 119+49 LT. 43' I 119+7 1 LT. 43' I //GtDa R7. A/3' l //6o/.2.5- R7 1)/3i / //6 f "O R7 y3' Wheelc Ram 2 -Story Brick Bldg. N d' a) E 0 c 0 U CO NOTE: DO NOT DISTURB EXISTING CURB AT THE FOLLOWING LOCATION. STA. 114+02.5-48.94' RT. TO STA. 115+24.2-48.94' RT. N 0. 0E 0 c 0 0 Conc. 2 -Story Brick Bldg. SEC.12 —T7N — RIOW N 0) a) C N a) Conc. 1) 3 Il all c is , B_C.P. S +26.5 6" Steel Post OD V/t. REMOVEC° PAVEMENT STATION TO STATION SIDE SO. YDS. ri%//i'A LT./RT. REMOVEL WALK STATION TO STATION SIDE SQ. FT. 114+00 //.S r /y //St- 23 I15+14 LT. 1368 117+27 118+75 LT. 1726 118+$7 119+98 LT. 944 1 14+00 1 15+24.2 RT. 1418 1 15+39.7 1 16+85.5 RT. 1934 117+49 118+59.6 RT. 1722 7Z 118+74 119+07 RT. 192 I19+77 120+08.5 RT. 458 NOTE: DO NOT DISTURB EXISTING CURB AT THE FOLLOWING LOCATION. STA. 114+02.5-48.94' RT. TO STA. 115+24.2-48.94' RT. N 0. 0E 0 c 0 0 Conc. 2 -Story Brick Bldg. SEC.12 —T7N — RIOW N 0) a) C N a) Conc. 1) 3 Il all c is , B_C.P. S +26.5 6" Steel Post OD V/t. REMOVEC° PAVEMENT STATION TO STATION SIDE SO. YDS. 114+40 120+00 LT./RT. 5696 119+87.5 119+98.5 RT. 7 //.._0. /f O // f x/t, x7 g7 6'.3 //.S r /y //St- 23 ,P7 /3,-y //67470 3- Story Brick Bldg. 0 O 0) REmoalA/6 onC/tie_ S; t' QAsE SCAT/D fv //'Y/3o Parking Lot Sion R7 ,0%S/'IneC. 3,S cn Bldg. 34-4 {I0µ C.N. 41100 N vt a7 Sprinkler u + 1- v ti Control Box -yoc C ti 7 2' x 2' Conc. Base w Street Li ht r. o oI' x I' Conc. Base ,of�/ /� w/Street Lightica x 3' e Inlet th , ai co (0: N ;V,&WOtep`6 e/ ////////// Gas Val 6" i) N 0 m +NN + + Gas Shutoff Valve a) M Covered Stair 8' Basement Entry (Metol Plate W/4" Concrete Overlay) 9+ co c o-0 C. N 0 3 2 - Story Brick Bldg. (Strand Theatre) 2- Story Brick Bldg. (J.C. Penney Co.) 0 c O 0 -Es U c 0 0 4 1— CO Y � c Oo O o 0 oti 0'0 9 4:21; (') 0)) ii o co ooh c c 0'U = Oc ct-_-0U N ctLA3 0, 0 + _ Q a? co - + c O ti c 0 N a) M co + M 0i M + tt 0) SEC. 12 — T7N —RIOW O N 6" Gate Valve N N 4 a) 25 REMOVALS REMOVEI2DRIVEWAY ,%f STATION TO STATION SIDE SO. YDS. 118+75 118+87 LT. 12 //6f.5'6 //67470 .4, 7: I 25'./ REmoalA/6 onC/tie_ S; t' QAsE SCAT/D fv //'Y/3o Parking Lot Sion R7 ,0%S/'IneC. 3,S cn Bldg. 34-4 {I0µ C.N. 41100 N vt a7 Sprinkler u + 1- v ti Control Box -yoc C ti 7 2' x 2' Conc. Base w Street Li ht r. o oI' x I' Conc. Base ,of�/ /� w/Street Lightica x 3' e Inlet th , ai co (0: N ;V,&WOtep`6 e/ ////////// Gas Val 6" i) N 0 m +NN + + Gas Shutoff Valve a) M Covered Stair 8' Basement Entry (Metol Plate W/4" Concrete Overlay) 9+ co c o-0 C. N 0 3 2 - Story Brick Bldg. (Strand Theatre) 2- Story Brick Bldg. (J.C. Penney Co.) 0 c O 0 -Es U c 0 0 4 1— CO Y � c Oo O o 0 oti 0'0 9 4:21; (') 0)) ii o co ooh c c 0'U = Oc ct-_-0U N ctLA3 0, 0 + _ Q a? co - + c O ti c 0 N a) M co + M 0i M + tt 0) SEC. 12 — T7N —RIOW O N 6" Gate Valve N N 4 a) 25 REMOVALS N N D1 I - Story Brick Bldg. N N REMOVEDBRICK SIGN EASE STATION y REMOVED WALK STATION TO STATION SIDE SO. FT. 1 19+98 120 12.3 LT. 356 120+53 121+46 LT. 1052 120+61 122+52 LT. 455 123+19 123+39 LT. 120 123+82 126+00 LT. 1205 120+59.5 121+88 RT. 1 314 122+07 122+72 RT. 1560 123+09 123+47 RT. 774 123+87 124+16 RT. 205 125+41 126+00 RT. 336 123+96 124+01 RT. 106 . /201-6'-3 /21/'/a R1. ‘Gt 11/1'79 J24 /0/ in Ll a y/'Y D1 I - Story Brick Bldg. N N REMOVEDBRICK SIGN EASE STATION SIDE DISTANCE EACH 12 I +82 LT. 35' 1 /.20 /--.6-- A27• yes' / /.2y/ 2 0 /' 7• YO ' / INV 1 t: DO NOT DISTURB EXISTING CURB FOLLOWING LOCATIONS. STA. 120+68.5-55.5' RT. TO 62' R STA. 120+72.5-50.5' RT. TO STA. STA. 122+58.4-49.8' RT. TO STA. STA. 23+19.5-49.8' RT. TO STA. STA. 123+39.5-60'RT. TO END OF 0 0 + + 0 _ EZ 0 0 AT THE T. 121 +93-50.5' RT. 122+71.5-49.8' RT. 123+30-49.8' RT. CURB ko d a) r -- I - Story Brick Bldg. c 0 O 0 . x Go : I let (i 0 inai- m I + Lc) r- co + + N 1() cr + 7" x 7" Steel N Sign Post co ti Signal Control B °)a 0 m E 1n - (n0• M on_ Wm 0 CCI � y + 0 o i3 (0 ~ fl o a� co ALE o - 0 Mu- /� ////// / ,/ ,�/ / / / // / gn 00) I- Story Conc. Block Bldg. SEC.12 -T7N - RIOW N 01 + + c f d' N /20 /.5-' m O + + R 35" tc) N V//4 REMOVEDPAVEMENT %i�� REMOVED DRIVEWAY STATION TO STATION SIDE SO. YDS. 121+46 121+60 LT. 32 122+72 123+09 RT. 101 124+11 124+42 RT. 41 41,fS3 .C>• 5- /a3t38• /23f .'�/ /23/-1g 47 /a5 .EM1 RE/110ii777 P4 .'/Hill /23i 67 .7/1,i/LR 2 2.7 /0 ,../ 7 r_ X127 3-3 7 /20 /.5-' m O + + R 35" tc) N V//4 REMOVEDPAVEMENT STATION TO STATION SIDE SO. YDS. 120+00 126+00 LT./RT. 5599 123+30 123+39.5 RT. 5 /i9/ -6o /2Zo t- ©3 - A27 X67. /2013i .14,7,1-4 6G '.i7 -?2 7 / lot 6o IREMOVEVCURR STAT ION SIDE = - - ___ LIN. LIN . F T. 42-3-41Wi1,/15 Y3 e6" RT. TOS -fi RT. - ,0 * AS SHOWN ON SHEET 2-T N 1) 0) N Conc. Drive cci • a) u) NM N M + 7 + + ti 0 Pump 10 / / ;,, Island 0 3 (0 (0 (0 0 CO a, co o ce i to + O M.H. ti 1 PROJECT NO. 34-4 (1014) C.N. 41200 c0 Evergreen Trees and Shrub N) 0 (n O 03 -to vto cc/. 15� _ Ar ____ ir, Ai,„ ,....0„, /.., A / v./IF:A 4 ii/Ai. ihor r A " 1 rf "4 . Air "AV ArdrAilrAf . fr AliArir ,, , , ,--, ----..,,icAe,f-r-- Jar // / �// / // M / / mvor corcp,/ ir r I KJ m 119 , ,' , ts M // / / f N Ir) c N d' c 4') Ip Si_ M 2.3' Bose co 11: 4- M 0) co r- 4 + st Sign on 4.5' x 2.2' Conc. hese (o (0 + M v 0) Conc. / Conc. Parking Area I- Story Brick Bldg. U c 0 O 0 Conc. Parking Lot w/Asphalt Overlay (0 0 c O 0 M Conc. Walk r- -0 ti O 0 .O 1.. 0 Y 3 c 0 U cord Gravel N J O 4 Y (V Conc. Curb a) (0 0) a 7 0 (CS c 0 M 0) O Fill Caps for ") Underground Tanks (V N (0 I- Story Brick Bldg. Conc. 0 0 0 .0 U' (0 rto - ++ N M + CO 0 0 1�- 0 REMac/7z'i CoticR:7a- S7G,v %9/05Z Stq//IA GiGie.. I /%is49nC.. 4.7/%C4 /2070 .P7 -5/5' / Alf SC, / _123t'38' 12.2f53 .47 3/ / /aotCY 2? y / / lot 6o 17 6r / , /an t 69 2. 7 (y / 123/ 36 4T 30 / /26/-0 27. SU / 0 N +53 Curb Stop SEC.12-T7N -RIOW 0 + • ti N 0 0 0 0 c 0 0, cr S$IE£T NO. 1.0 REMOVALS coco N N M in + r - N co N Ed + 0 + C/./'r/ REMOVED PAVEMENT STATION TO STATION REMOVEL DRIVEWAY SIDE SO. YDS. 126+00 STATION 132+00 STATION LT./RT. 4422 130+70 127+25 131+29 LT. LT. 40 /.1 yfryy 12GIK 130+95 LT. 1 R7. 2er, 6 /2 f_s RT. /26/st 130+80 /7 - 9,0 0 in t co ai + co m Red Brick Bldg. N + O + O SEC.12—T7N—RIOW M 0 ti Z 4 N S7A7yo.r/ - S797/off/ REMOVEL)WAEK . ;��i�d REMOVEL DRIVEWAY TO STATION SIDE STATION TO STATION SIDE SO. YDS. 642 127+25 /171" 73 /18'/00 LT. 7 ' I2GI74 30+52 12GIK 130+95 LT. 128+15 126+00 128+72 RT. 112 130+80 127+22 131+38 LT. 141 131+36 128+54 131+68 RT. 29 Z 4 N * INCLUDES ONE 5" STEP AND TWO 5" STEPS W/ HANDRAIL. SUBSIDIARY TO REMOVING WALK. M 0) O + o Conc. Drive 4° Drain + Pi.e a a) Evergreen Trees and Shrubs Parsonage Gas Meter (00 First St. Pauls Lutheran Church 0 0 m + Air Cond. + D on 2.5'x 2.5' co 04 Conc. Base Io O__ co co 0) 3 0 U to 0) p O 0 M as ti + SECT T 1 -4( 2? C.N. S7A7yo.r/ - S797/off/ REMOVEL)WAEK . /26/ti'o /.?61"..'9 STATION TO STATION SIDE SO. FT. 126+00 131+-5629 13I 79S 3zto/ 126+85 LT. 642 127+25 /171" 73 /18'/00 130+18 LT. 2768 30+52 /3o/o/ /Jot 66. 130+95 LT. 460 126+00 2G 126+80 * RT. 884 127+22 4 7 I28+31 RT. 578 128+54 130+19 RT. 764 130+57 131+46 RT. 502 I31+60 132+00 RT. 205 * INCLUDES ONE 5" STEP AND TWO 5" STEPS W/ HANDRAIL. SUBSIDIARY TO REMOVING WALK. M 0) O + o Conc. Drive 4° Drain + Pi.e a a) Evergreen Trees and Shrubs Parsonage Gas Meter (00 First St. Pauls Lutheran Church 0 0 m + Air Cond. + D on 2.5'x 2.5' co 04 Conc. Base Io O__ co co 0) 3 0 U to 0) p O 0 M as ti + SECT T 1 -4( 2? C.N. Parking Lot Curb niete 0 N 0 v + 1 N + co c1" 1) 0) 2'xI0'� + Sign + 10. 0 ti ti in 4 0 1"0 0 ti F- NM 0 Grass -N1 21" Storjn S,eirrev' c0 ro • • SAN i0 fiefoj Grass T . 4nri.o O 1"O te) -4- one. Wa1K 000 l:u co Shrubs (Go 0 M 4- M. co Conc. Parking Area •(0 OJ O Gross 0) O Conc. Drive K) M ti N ti 1n co 2— Story Stone and Brick Bldg. (St. Mark's Episcopal Church) 1—Story Brick Bldg. (Hastings State Bank) + ti to + co 2 Brick Walkco ti 0 N of N I0 M c0 0) + mag ON ++ 5' Brick Walk N K) M co .0 U U O Church Bldg. -+ Asph. Porking Lot N -4. (0 -4- SEC.12 — T7N — RIOW + + + RE/11 o0ED Wit/ A' S7A7yo.r/ - S797/off/ S/SDE REMOVEDCU RB /26/ti'o /.?61"..'9 STATION TO STATION SIDE LENGTH (FT.) -4 7 LT. 7z 4G L.F. 131+-5629 13I 79S 3zto/ Parking Lot Curb niete 0 N 0 v + 1 N + co c1" 1) 0) 2'xI0'� + Sign + 10. 0 ti ti in 4 0 1"0 0 ti F- NM 0 Grass -N1 21" Storjn S,eirrev' c0 ro • • SAN i0 fiefoj Grass T . 4nri.o O 1"O te) -4- one. Wa1K 000 l:u co Shrubs (Go 0 M 4- M. co Conc. Parking Area •(0 OJ O Gross 0) O Conc. Drive K) M ti N ti 1n co 2— Story Stone and Brick Bldg. (St. Mark's Episcopal Church) 1—Story Brick Bldg. (Hastings State Bank) + ti to + co 2 Brick Walkco ti 0 N of N I0 M c0 0) + mag ON ++ 5' Brick Walk N K) M co .0 U U O Church Bldg. -+ Asph. Porking Lot N -4. (0 -4- SEC.12 — T7N — RIOW + + + RE/11 o0ED Wit/ A' S7A7yo.r/ - S797/off/ S/SDE sof-7 /26/ti'o /.?61"..'9 47. 72 /26167 /•?41" 7'/ -4 7 30 /.2 77'3/ /17 /36 R7 30 /277'31 /27/39 27 79 /171" 73 /18'/00 2.7 /-?4/ 1 /9 /211'71 /2Y/79 27 /3o/o/ /Jot 66. ,47 275- 75- 1.3e)/ Gs" /3otGS /3o'C? 47 2G 136t45' /3ot7o i97 go 1311"9 S /3-2 /- /3 4 7 /08" REMOVALS n V/4 REMOVED PAVEMENT STATION TO STATION SIDE SO. ¥DS. 132+00 I32+2431 LT/RT ?.24.3T CONC. PARKING LOT Ft TO BE USED -SAN , 1 11 U, L w �_ r 0 0 �r.�' �1, 1 ,✓-\ `yam ter 0 CJ 0 w 11 II 11 tt 11 _Li II tr 11 11 11 II 11 H SAN BURLINGTON AVE. U W J W +50/32' ELEC1 CHURCH BLDG. +83/33' ELECTI +06/33' ELECT • w -J s z N +27/36' STREET LIGHT* +30/49' CHURCH LIGHT ° f 0 I0 r_ �- --SAN 1 r-_rr--- 1 1 1 1 1 1 1 1 1 1 1 1 /0 1 -1- -1 O O r w r I, I, II II II II II —I+- 11 II —{G—_ _._—_—_— I1 11 11 II 11 w 4+ 1 water Main II H 2" Gas ain G tBurled 2' . 4' ' : ep) SAN P w CT N0. S 34-4 (1014) 2 C.N. 41200 REMOVALS REMOVED WALK STATION TO STATION SIDE SQ. FT. 132+00 132+27 RT 135 , 1 11 U, L w �_ r 0 0 �r.�' �1, 1 ,✓-\ `yam ter 0 CJ 0 w 11 II 11 tt 11 _Li II tr 11 11 11 II 11 H SAN BURLINGTON AVE. U W J W +50/32' ELEC1 CHURCH BLDG. +83/33' ELECTI +06/33' ELECT • w -J s z N +27/36' STREET LIGHT* +30/49' CHURCH LIGHT ° f 0 I0 r_ �- --SAN 1 r-_rr--- 1 1 1 1 1 1 1 1 1 1 1 1 /0 1 -1- -1 O O r w r I, I, II II II II II —I+- 11 II —{G—_ _._—_—_— I1 11 11 II 11 w 4+ 1 water Main II H 2" Gas ain G tBurled 2' . 4' ' : ep) SAN P w CT N0. S 34-4 (1014) 2 C.N. 41200 REMOVALS 0 r 107— i w >- w a D c. TO BE USED 108 411010. 0' (0 (0ro STA. 107+44.64 = STA. 0+12.13 SOUTH ST. 88°48'15.33 N M t Asph. Parking 0 r - r - I 0 Rock Rock • Brick Bldg. N Rock M SEC. 13 —T 7 N — R 10 W d- N (0 to a] Y U N Conc. _ ,o in `v `� in S d dr ii (0 / A M co fi Rock _(0 I 0 j M ). coo Gate tO c U C. SOUTH ST. LT. N N Conc. r- Conc. Bldg. _ 40 Rock Rock M ti 0 M Rock _m 8.5' Plank Xing. M O M U c O U co N Y V O Conc. Block Wo 11 M SEC. 12 1- r Scrap Metal x x t i - N ti m 1. O N PROJECT N0. SHEET NO. 34-4 (1014) 29 C.N.41200 REMOVALS /////: REMOVED PAVEMENT STATION TO STATION SIDE SQ. YDS. 3+08 4+2:0 57 L.T. 23titt92,5 0186 1170 LT. 103 4122 4463 LT. 16 N (0 to a] Y U N Conc. _ ,o in `v `� in S d dr ii (0 / A M co fi Rock _(0 I 0 j M ). coo Gate tO c U C. SOUTH ST. LT. N N Conc. r- Conc. Bldg. _ 40 Rock Rock M ti 0 M Rock _m 8.5' Plank Xing. M O M U c O U co N Y V O Conc. Block Wo 11 M SEC. 12 1- r Scrap Metal x x t i - N ti m 1. O N PROJECT N0. SHEET NO. 34-4 (1014) 29 C.N.41200 REMOVALS Mgr 128 27' o +31 Sprinkler Heod REMOVEDCURB & GUTTER STATION TO STATION 5001+22 rREMOVEOWALK LIN. FT. 5000+42'61 =R= : 15'-35' RT STATION tTO STATION SIDE SO. FT. 282. 5000+92 5001+95 RT. 518 REMOVEDCURB & GUTTER STATION TO STATION 5001+22 SIDE LIN. FT. 5000+42'61 =R= : 15'-35' RT 5001 + 72 RT. /2o 1475. 5001 t 282. s Q TO BE USED 4104 127 90° 126 t1) SEC.12-T 7 N -R IO W REMOVEDSTEPS STATION SIDE EACH 5001+22 RT. 1 SO. YDS. =R= : 15'-35' RT 5001 + 72 FIFTH ST. Asphalt W/2.5'Conc. Curb 8 Gutter (Overlaid) N CO ti O tD .++ + + N N 0 U R M a 0 0 0 to M torn N _m 5' Walk O— N O to _to N M O N 01 1 1 1N H I N + tom% co W •C O t Yom`• NPI + + CO rn 4- oSprinkler o /,. ,O ,. , ,.•,. z,/„rte,, ri_, ; „�'. N Steps — Sprinklers d dS. = o Sprinkler System Control Valve + °+° o c A:1,- N Gross Grass -v Grass n t' r -i c to N + -4- co O cn + 4 V'. o tn in Sr + „* O N t0 1.11 U) _CO 7 ti cr O r-+ N n r -f N M 4- EIec.Outlet 4-91 Conc. Block Bldg. Church SEC. 12 ! R • t. Overlay N aD + + Grass In O v ro + Asph. Overlay M rn N Nu C 0 i0 M5Wal k CO r- ao + to 6"Rnd. Lights Brick Bldg. 0 U ti t0 + 0' i PROJECT N0. 34-4(1014) C.N. 41200 SHEET NO. 30 REMOVALS REMOVED DRIVEWAY „ STATION TO STATION SIDE SO. YDS. 5001+95 5002+00 15'-35' RT 33 . FIFTH ST. Asphalt W/2.5'Conc. Curb 8 Gutter (Overlaid) N CO ti O tD .++ + + N N 0 U R M a 0 0 0 to M torn N _m 5' Walk O— N O to _to N M O N 01 1 1 1N H I N + tom% co W •C O t Yom`• NPI + + CO rn 4- oSprinkler o /,. ,O ,. , ,.•,. z,/„rte,, ri_, ; „�'. N Steps — Sprinklers d dS. = o Sprinkler System Control Valve + °+° o c A:1,- N Gross Grass -v Grass n t' r -i c to N + -4- co O cn + 4 V'. o tn in Sr + „* O N t0 1.11 U) _CO 7 ti cr O r-+ N n r -f N M 4- EIec.Outlet 4-91 Conc. Block Bldg. Church SEC. 12 ! R • t. Overlay N aD + + Grass In O v ro + Asph. Overlay M rn N Nu C 0 i0 M5Wal k CO r- ao + to 6"Rnd. Lights Brick Bldg. 0 U ti t0 + 0' i PROJECT N0. 34-4(1014) C.N. 41200 SHEET NO. 30 REMOVALS • PROJECT NO SHEET NO 0 Conc. Parking Lot .0 U U 0 O U 'I CO /+0 c N co in N • a N a) 0 BUILF CURB RAMP, SPECIAL PLAN 7C STATION SIDE TYPE 103+97 Lt. 3: 103+97 Rt. = 107+11 Rt. 3: 107+16 Lt. 3 107+73 Lt. IE 107+73 Rt. _ S: 0 c O U 1', N .0 4' Conc. Walk re) co OO + + N cr M (D O Asph. ti ihco Conc. Curb + N 01) N N w BURLINGTON AVE. Asph. Conc. cocr Conc. cr 0 As ph. Stl. Pipe Gd. R (r m (0 rn As ph. Conc. o 3 0 (j K) o O .a3 U r() C (V (1) to \Tr+0 M +Conc. Curb + m m co p7 N N O (0 I(0 O 3 d' 0 BUIL,i 10" CONCRETE PAVEMENT SIDE STATION TO STATION SIDE PLAN SQ. YDS. 103461217o 106+33 107+44.5 Lt,/Rt. 2-T 3036 107+44.5 /06 t 6, 108+00.0 Lt./ Rt. 2-T 560 BUIL CONCRETE DRIVEWAY, PLAN 301-R7 STATION SIDE SQ. YDS. 105+04 Lt. 78 9/ 105+04 Rt. 78 106+33 `Lt. 78 106+08 Rt. 78 /06 t 6, Rt. y6 /0231- 5i/ 4.7 2/2 /0.3-90 Rt. 5' ioyto/ R7 ,2e (D CO Gas Line 0 U t0 t4) (D O 0 I - Story Brick Bldg. (Kerrco Inc.) �,.;,Gcattt±, NFaI Porch ti 0 •zt CD CO CO ++ SEC. 13 - T7N - RIOW Z (D 0 BUILDS CONC. SIDEWALK, PLAN 301-R7 STATION TO STATION SIDE WIDTH SQ. FT. 103+ t 6 104+83:4 Lt. 5',AtR V6" 105+24 106+-1:206 Lt. iv 1y_5' 105+26 790 106+55, y 0+61.14 Lt. 5' =ISO 0+62.26 108+00 Lt. 12' 408 104+16 50 104+z,- `g Rt. 5' 718 105+24 105+87 6/ Rt. 9'15 472 106+27 107+20 Rt. 5' 791 /63 t2v2 /)y/3_ R7. G'4i5;eS Jet/. ci /077' 12 /07 t6 7 %'T .� ;27/ /0t 5'6, /U f 7/ iT 5 /87 O I - Story Conc. Block & Wood Bldg. (Golden Triangle Lumber Co.) '73.02 Asph. Parking Lot N a) 0 0 BUIL CONCRETE BARRIER CURB, PLAN 301-R7 * STATION TO STATION SIDE LIN. FT. 105+26 V6" I06+1=► -0Y 47' Lt. 45 8:2 105+26 /a7;-�W 1054,8t8'.3 47' Rt. .57 I06+-243.2 2.2 0 106+4:2 H6. 47' Rt. -i5 20 See Barrier Curb Detail On Sheet 2-N 1 O c0 Gravel Parking Lot ON �,O D O N a U N AAAAx 0 x to a x x N 0' a a ✓ o ~ L. x O a a :x+x rat m_ ■ x .M U.y. i05 _x-Ye M N 3 •�g�•Ces://4:4 caxx • x ♦ x . TO BE USED N a) N iV 3- c u) N E Conc Curb w/Retaining_ Wali (v I8 Storm Sewer N____11__ -c% N .`�\\ Lt) --NN - N cap - N -' N - 0 f1 N N a_ 1 N W. a) M m 3 + N +. 10 M 5' Conc. Walk x a k a x X X 0 4 4 4 10 .-1-- cc; ( M to R cr cr cr 0 0 a) co co c0 CO Asph. Surfacing (School Yard) 5' Brick Walk 18" Storm Sewer N Water Main Line co (0 c (0 3 (7 1 (0 1) 1- w W fY 1- v) a 0 U 1r) a) in SURVEYED . 5r) O N _ 0V ti CC v v W a) 0' v W Asph, Conc. II 3 -03 M N 4 M + c 0 a) (0(0 1 (D 71.) N po I 14�Gas Line G ((60 ti CO 34-4(1014) C.N. 41200 I- Story Brick Bldg. SAN a) �°'0 +20 cr M Conc. Cu N 0) N 0 x Conc. 0 • O a) J CV N t0 M N 0 W orm Sewer //(D 18" Storm S -e Cone. Walk N WoIk -4. m (0 + N Conc. ti Steps cr to N r- Conc. Parking Lot 4- 0 c U :� ro coO ppinro (0 3 0, 01 I -I/41' Gas '3) N Line ti 3/4" Water Line 1 3U (> U co u, + oV_ U + a) ( to U co N N 1 - Story Conc. Block 8 Wood Bldg. (Tree House) BUIL CONCRETE PAVEMENT PATCHING STATION TO STATION SIDE TYPE SQ. YDS. 103+5 5 103+647o Lt. / Rt. c RAVEL SURFACE STATION TO 104+84 SIDE 43-47' R CU. YDS. ..AD J vs r vA A v �' �oxE' ' Tv 6/9/94'6 7:03 ^/ 510 BUIL COMBINATION CONC. CURB & GUTTER, PLAN 301-R7 STATION TO STATION SIDEDEPTH V6" 63' WIDTH LIN. FT. 1074/5-76 /a7;-�W Rt. _ 2' 2.2 0 O c0 Gravel Parking Lot ON �,O D O N a U N AAAAx 0 x to a x x N 0' a a ✓ o ~ L. x O a a :x+x rat m_ ■ x .M U.y. i05 _x-Ye M N 3 •�g�•Ces://4:4 caxx • x ♦ x . TO BE USED N a) N iV 3- c u) N E Conc Curb w/Retaining_ Wali (v I8 Storm Sewer N____11__ -c% N .`�\\ Lt) --NN - N cap - N -' N - 0 f1 N N a_ 1 N W. a) M m 3 + N +. 10 M 5' Conc. Walk x a k a x X X 0 4 4 4 10 .-1-- cc; ( M to R cr cr cr 0 0 a) co co c0 CO Asph. Surfacing (School Yard) 5' Brick Walk 18" Storm Sewer N Water Main Line co (0 c (0 3 (7 1 (0 1) 1- w W fY 1- v) a 0 U 1r) a) in SURVEYED . 5r) O N _ 0V ti CC v v W a) 0' v W Asph, Conc. II 3 -03 M N 4 M + c 0 a) (0(0 1 (D 71.) N po I 14�Gas Line G ((60 ti CO 34-4(1014) C.N. 41200 I- Story Brick Bldg. SAN a) �°'0 +20 cr M Conc. Cu N 0) N 0 x Conc. 0 • O a) J CV N t0 M N 0 W orm Sewer //(D 18" Storm S -e Cone. Walk N WoIk -4. m (0 + N Conc. ti Steps cr to N r- Conc. Parking Lot 4- 0 c U :� ro coO ppinro (0 3 0, 01 I -I/41' Gas '3) N Line ti 3/4" Water Line 1 3U (> U co u, + oV_ U + a) ( to U co N N 1 - Story Conc. Block 8 Wood Bldg. (Tree House) BUIL CONCRETE PAVEMENT PATCHING STATION TO STATION SIDE TYPE SQ. YDS. 103+5 5 103+647o Lt. / Rt. c RAVEL SURFACE STATION TO 104+84 SIDE 43-47' R CU. YDS. ..AD J vs r vA A v �' �oxE' ' Tv 6/9/94'6 7:03 ^/ 510 04.17-19/1/GE .5774 103i Y3 - 6.9.5 , 7 .9/ /D_3* 76 - 6i9s Rt. 63' 106+90 - 107+07 _ Rt. 64' - J co co CO N r` Conc. Walk I - Story Brick Bldg. (Ashton Wholesale Service Inc.) USED IN PLACE STATION DESCRIPTION 106+77 - 49' Rt. Sign SHRUBS TO BE SAVED STATION SIDE DISTANCE 106+76 Rt. 47' to 57' 106+83 Rt. 63' 106+90 - 107+07 _ Rt. 64' SEC. I3 - T7N - RIOW rT •� v O o + U .0 U c O U 03 N 0 0 CO (.1 c 0 U t4) $ M) 3 c U 0 N (D O cq CO + CO 1 Shrubs I - Story Stone & Brick Bldg, (Feis Speidel Monuments & Markers) DROP CURB, PLAN 301-R 7 STATION TO STATION SIDE 107+78 SQ. FT. 107+83 50' Rt. BUIL CONC. SIDEWALK, PLAN 301-R7* STATION TO STATION SIDE WIDTH SQ. FT. 107+6- 0 9-2 108+00 Rt. _ 12' 9& - * With Curb, See Sheet 2-T egin Curb At St.:). 107+83 - 44' Rt BUIL 7 8'i L' oncrc f e- S : %Wei /%( 74 7/o 'v 7o S7/f 7/0 ,t) /li.L SQf' O 7,OZ. 107/4.20 R7 /66,"70 /6t5'4, /67'7/ ,/071-9' z /o7/4,G 7 3 /- /623/-95" /0 7f -G3 /07t F7 R7 /89 /33 -YO /) E O 0) U 0 0 U c0t"-t_ (D + • + O N I-1/4 Gas w _ 1- C) alle 2 0 (0 Y 3 (.0 'c co N ti + ti fi • al k N A a x S. a[ a 0 Parking Lot 31 STA. 103+86.0 TO STA. 107+44.5 SODDING 0.6 SO. YDS. BUFFALO GRASS SOD 24$11% 4,672 PLUGS STA. 107+44.5 TO STA. 108+00.0 BUFFALO GRASS 223 PLUGS SOD �r o) tivi� MMM 0• 00 4) • N 0 :(1):(07b) CONSTRUCTION co 0 I- Story Brick Bldg. (City Iron & Metal Co.) M I- Story Brick Bldg. (City Iron & Metal Co.) 0) 0 (O N 0 U c 0 U .( M 0 0) SEC.12-T7N-RIOW N BUIL MSE WALL, PLAN 9C STATION TO BUIL COMBINATION CONC. CURB & GUTTER, PLAN 301-R7 STATION TO STATION SIDE 1 DEPTH WIDTH LIN.. 108+25.40-34' Rt. 1 1 4+40.05-34' Rt. 3 110 15.83-62.36' Lt. y 110+85.80-49' Lt. SFT. ...nem: 1 12+ 1 2.5 1 -7 1 .59' Lt. 5 = 1 10+91 .92-49' Rt. ` .� nemiti 1 12+ 18.50-7 1.59' Rt. 7 113+64 //5f/5 144 +60 113+64 114+00 Rt. Varies Lt. /33/ 8" 2' //O 1 12+ 13 1 1 3+ S 23 113+96 1 Li 8' 2 212 1 13+621 1 13+85.5 . Rt. g)( 2+ 1-3- 113+38.8 113+64 32 1 13+95.5 Rt. 8'. - 2' 1 13+64 //3 040 0 1.7. 1 8 /1 2' /3 BUILCONCRETE MEDIAN SURFACING, PLAN 30 I -R 7 STATION TO STATION SIDE SQ. FT. 108+25 113+64 32 - 34' Lt. 4:8 /074 108+25.40 113+64 , 32' - 34' Rt. 4077 ii / 113+64 1 14+e} iiy 32' - 34' Lt. 72 /59.2 113+64 1 14+88 yy 32' - 34' Rt. /59' 0) SEC.12-T7N-RIOW N BUIL MSE WALL, PLAN 9C STATION TO STATION WALL 107+79-53.29' Lt. 109+09.23-58.58' Lt. 1 108+25-34' Lt. 1 14+50.09-34' Lt. 2 108+25.40-34' Rt. 1 1 4+40.05-34' Rt. 3 110 15.83-62.36' Lt. y 110+85.80-49' Lt. 4 1 1 1 +33.42-49' Lt. 1 12+ 1 2.5 1 -7 1 .59' Lt. 5 1 10+ 16.1 3-63.36' Rt. 1 10+91 .92-49' Rt. 6 1 1 1 +39.69-49' Rt. 1 12+ 18.50-7 1.59' Rt. 7 N co Wooden Steps r - 0 a U Misc. Stacks of Steel x 3 Y Y d 44. 4 4op r5tgrpge_Skid 4A1Racks " 4 C 4 A. L ji 444 d 4Y .Du Xi(A1 4 .4`444 y - Y -4-L Y4 "X4 Y4 x 444 44 , 4444 X4 04 Y 1.444 44 u4X nY4 4Y n YJ yYx Y4Y Y (>7OY' Y4n4 Xd x1 AAAX x l ,y.. r, �. X d X4 3 4 Q 4 yX x# Y tif- 44dYw n 44 LL44 ► • • • 4 144414911 •Y• • • • • • • . *.�.� u4X ..4x44 �4 i}.4 d4. W n i + • • X• • • • • •=•=❖=•••=•••• ••••••••••��:�:�=w;w:;=��:� `14 n+ L 444 4 4 4 X .� 44 4 Y _ "s::l• • •••••••••••••••411•••••••••••••••••••••••••.•.•••••=•••••••••••••••• *0,:`�. ; "! Ile t n 4 Y 4 n n 0.441 •• 1.41044041444,440•4•4••0•••••••••.•.•••••••40.•••••••••••:::::4•••s n Y 4444•01••••••••••••••••••0•*h•_ `Y n 4 *,,4 44 4,000• .1••,400••••••••• • •0•.• •.•41• •.• • ••••••••••`T:4•11•••_•41.0411 •�•`_aI t,..tt- a1t��..4419t+lt:••.•.•1011lt1001,544=4014444014! �deddi d0dddiddesladNdi..)„ol�`t�rrits_ CLL ID (0 M + M BUIL CONCRETE DRIVEWAY, PLAN 30 I -R7 - STATION SIDE SO. YDS. 1 13+98 71.9' Rt. 13 BUIL CURB RAMP,SPECIAL PLAN 7C STATION SIDE TYPE 1 1 3+98 60.9' Rt. 108+00 108 +65 1 1 3+98 83.9' Rt. 1 AoJ u. r t/A k v E S-'/iTionl eo)c Es To 6 RADE d3to$ - 6, S 113t o - CflAS ,fit 0 E QI.STi4NC E {�' T 2.8 M K) • A3Y 4 Y 4 Y L 1 n d Y Y Y x Y4 4 L 4 4 4 e LLL - a 441�}. a.+y d x 4 4Y x4x4Y Y 4444414tl4X4x44 YY YL 4 X 1 Y i X 4 ' y...Y.d dnL1Y i K Y Ki Y %%AY.. d d Y Y Y x 44 444Y 4Y44 Y Y n Y du x4 444 d4d 44Y 44 LL L Y4Y 44 444444 dol 144 d' i a Y Y Y d n d d i YL nn +ld. 4 44 Y44 4 d Y x 4 4 143 4 Y Y AAAAY i K n AA n 4 444444 4 44444 Y 4 A 44444 44 Y LL Y 4 x AAAA 444 rn4L4 Y i L 4.x 4x441 n44 Y 0 4. 4 4 41 44 d i d 1 L Y 4 x �' 4 Y n Y d Y ,,4y.�� Y tl 4 YYdi 4 AA 4A 44 LL4Y 444X401 44 Y4 d4Y 44 4 A 44444X41 d4 n4n44 44 4444 4444 X4d 14tl4444X44 L44 AA'...i x Y AA A Y4 Yu 41+j a4 Y4 AA Y iiniii Aiii 4444 4 4YKli 44 d444 x44 Y4 Y4x Y4Y Y 4 444 0 4 44 Y4 n444u 444 ALA/�▪ 1 x 4 YYY n Y dAYY AA YYY 8 i Kn AA AAA K Y d 4 Y.rn AAA yM,ph. a e4 l4Y K Y Y Y d d Ki AA AA Kd d �l(� K n Y Y n d t 44 AA iAx 4444 441 4L4Y ii x d i YY K Y 4 AA L1.X AA x 4 44 4 ,., Y 444 AAA AO 4 X4x 4 4 444 x44 4Y Ano4(i19 h.01 LL4X Y4 tl LL LL*X44 K L414Y4n 444.44 4 nLL * 4f iY-Yi YKnx K x d Ld n xd y..,.+ 4 42A x44 Y3X YLL Y 1 Y 444 4Y 4 Y4 LLn" 1 tl Y4 K L K4Y44 d 41 4444 V' 4 LLL x44 d_J 044 X444 44x Ind LLn i 4LL 444444 44 4444 i4X 4 AA . YAK. Y Y 444 Y Ld. 4 1 ..A 44, , 4, X 444 4iAXXX 444444 AAAA d4 1444 4K 4 44 Y4 (.I Y4 i d d 4 4 X44 4. 44 i4 4Y .xrY x4x 4 4 AAA 4 Y 44 Y tl Yitl. 41 n4tl Y4Y 444 Y4 4 4 44 i Y Y4 Y 44 4tl .X IX 4X4 Xi i 4 4 YL 4 44 4 n Y x4 14 tl 4�4 44 44 444 4 4 x 4 x 4 4 x4 Y4d4 44444 d4Y4Y X4i4Y4 Y4x Yat 44 44 4 4 4Y 4 (r)Y Y 4x Y YL Y4 • 1 x444 44 444 4 444444 444 Y4X AAd44 Xii4 Xi Y4x x444 4.`4444 �Y4 44 Y 448 1 Y d4i4n444X444 X.4LL X48 +n d4X X444 j Y 4 Y 4 4 Y X 4.44 •� Lod ( u4x u4 4 44 41 ` 44 Y 4YY 447- LL x44444 4L4Y 444X44 Y LLL Y 44 Y 44 44 K .d4x YL AAAA 4 4X44. 41 4414n4 4X4 AA 4LL i n Y Y4 444 LL4 Y._ AAA ix \#Y4n4n d LL AA Y 141 4 Y Y Y Y x x TTT 4 II 4i 4 u 4 x X Y 4 d 44 Y Y 4 LL44 44444 434.4 i ,)4 1 4444 444 4 4 1 4 4 4 4 4 .4 d 4 4 Y4 1 4.,14%4„2. 148 Y Y Y 4 LL Y - Y Y Y Y Y Y 4 A..Y Y d Y X4Y Y4d44 Y4 44444444 X Y4 .LLn d Y Y Y Y Y Y Y 444 4LL4Y444 Y tl 4 44 K 4 Y Y 444 4 4 4 4 4 444 4444 4 Y 4 4 1 LL 4 Y d Y 1 i d Y 4 4 4 4 Y Y 4 i d 4 it d i n 4 Y Y x Y4Y4x Y d 14144 444 Y K 1 4 n4Y4Y 4 K '�]14)4X ' ,:k 444444444434444 Y 4 4144 4 Y 4 44 Y Y 44 444 4 4 4 4 4 i 4 Y 4 1 1 1 448 Y 4 144 K i 4 LL4X i 4 4 4. d Y 4 Y 4 4 Y Y d 4 Y x LL A144Yon Y4Y &_4 4 r Y Y Y i Y 4. 4 4 1 4 x 44 44 X Y 1 L x lI 4 1 f 'Ni. x Y Y 4 1 Y Y 4.44 Y l 1 441 Y fid- Y)Y 1 Y 1 Y Y Y Y 4 Y Y n Y Y Y 4 Y d Y x 4 jt iC ' 1- tl x LL Y x ,. X L 4 4 x n x X Y X X .. Y AiN M W + W si• nal - x x x - ►I/�/ - PROJECT NO SHEET NO. 34-4 (1014) 31 C.N. 41200 f co cr J Obi Bldg. Gas Meters ID �rN� `.(oo Sign°I Control Box Conc. Walk N N'y M WI <1 O M SAN 0) I . 6' Conc. .4' Deep Drain w/Steel Plate 0 Conc. Curb .& Conc. Retaining Wall 311 6 Conc. Curb M 8" Storm Sewer M 10 M 0 0 O (9 SAN -- SAN SAN Sanitary Sewer SAN c_ TO BE USED 1' ) Asph. Conc. SURVEYED rt LAMM 8" Storm Sewer .6' Conc. Curb Conc Curb 4" Water Main W 10 Y u4 ::4u A A AA 4 4 4 A. 444444 4 9 X44 4 AL 1444 4 a '1 3 0' 4) 0 Conc. Parking Lot 4 XX {�'Y ( X '. (}n .j..yy� ♦�( £Y4�4 YJ4el ;1°4 �VRLS160#4. 444°4415€1 .f eltdckfille011i 0y)LX44 tl 414 4 44 4 4 4 4 Y X A - td`r."X 4 4 44 nl�( 444 ll r .. i. .. 4 AL 4 4 X 4 1 AL 3 n444 .4 Y 4 41`.. YA 4'u_4y4-4-n -- 1e nY 4 4 ..4A'.' 4i• 41 n X 4 .� Xx 4 4 +A u il X 4 J a lap 4 y4 4 y.u`IQ WA 4 44144441444444t 4 4 i i A4.4444 4. 444 nLL LL n 444 X44 1 Y 4 Y i 4. 4 4Y 441 x LL X 4i A. x Y 444 X4Y Y 444414 41.44444. nLL ALAL Y II 444 :444 4444 444 Y 4 tl 4 u x4 4 44Y 444 Y 444 Y4Y Y 4d d4 j1 44 :L44 n tl 4 LL4X 44.44 4 Y Y 4 Y. 441 X X c4444� LLn 44 4 �(M4 4Y i4X4Y44444 AA A -AA 14tl 44.44A. Ana 41 LL K-4O4(Q 4.44` 4 ak -1 .,u.� 44u u4Y 44 Y d n d LL =.tt,C +oa 444 4 4y4(ra Y Y 4 4 ..�FFsr 44 4a} 4444 44440^ A. AL AL 4Y a41041 y d 414444 A n n n 1 Y 7744""^''',,yy112[_1vL] '�'�'��R'/�,�jp 14 iI Y Y4Y`., Y4 n- .4Y 444 144 so K Y Y XY n X ,n n 4 Y Y i Y Il 6 X n44(D. n i Y non Y Y Y = 4Ydj4n4Y (�44 444 ,rY 4 #444'.4444 44 X .i LL4X 44Y4Il44 en 4 4 4 LL Y u4 4 Y d Y 4 444 Y4 4 44 Y 4 Y 4444 4 AA Y Y Y 4444... BUIL CONCRETE SIDEWALK, PLAN 301-R7 USE IN PLACE STATION TO STATION SIDE WIDTH - SO. FT. 108+00 108 +65 Lt. 12' Max. fs&-7 -1-1-3-1-3-475///t7rY, 113+64 Rt. 10' 108+48.5 295 R1 -t. Lt. 10' / ”O I -k# 8S 113+64 108+00 1 I0+.gyO Rt. Lt. Varies ,2273 113+64 //5f/5 144 +60 113+64 114+00 Rt. Varies -431 /33/ Rt. 7' - 113+96 1 a1 CO 4 N r` + YY4 Y Y �Y 4 i A. Y ` 44 44 4 n Y 4[444 4 Y 4 4 d X , 4 4 Y 4 X Y Y Y 44 4 4 +t 4 i 4 4 .V7 4 4 4 4 4 4 4 4 4 4 4 4 . 4 4 4 4 4 4 4 + 4 LXX Y 44 a 44 4 ::4 ` G 4 A. 4 4 X 44 4 44 4 4 4 4 44X4 4 4 Y..Y 41 4 4 4LLYY4 41 4 4 4 4444944944)444444443t 4 4 4 d 0 43 Y X 44.. 4 1 4 Y X 1 Y LL 4 4444 LL 4 4 4 n 4 4 4 n 4 Y 4 4 4 4 4 1 ]�. 444 i XY 44 4 4 4 i 4 Y4Y 41 A 4 Y Y 4 4 4 Y Y 4 Y Y n Y Y ,O' a AAd x 4 4 4 4 4 4 Y Y 4 Y 4 44 44AlY 4 4 4 4 X 4 4 4 4 4 Y d 4 ^II.IP'r- d X}4A. LL 4 4 4 4 4 Y A. .44 4 .44 A LL Y 4 Y Y 4 LL Y J. 4 4 4A A A 4 Y 1 444,rs-4 S s4 .E.. 4 4 4 Y 4 i YY 4 4 444 Y 4 44 1 Y 4 ' 4 4 4 4 A A A 4 4 Y 4 4 4 LL LLA K A i 4'X 1 4 4 4. 4. 4 Y 4 A 4. Y Y 4 4 4 44 4 4 A. 4 4 i,4 4 4 4 Y Y 441 4 4 1 Y 4 4 4 n 4 4 Y 4 4 Y 4 Y 4 4 4 4 4. Y n 4 Y 4. Y n 4 44 4 4 4 4 4 X X 44 4 4 4 K Y 44 4 4 444 4 4 4. Yd 41 JL n +L 4 444 4 4 4 44 Y4 4 44 LLn. Y 4 4 Y Y 4 4 44 4 44 V 0 0 33//6 o3 226, 7 BUIL CONC. SIDEWALK, PLAN 301-R7 USE IN PLACE STATION TO S A TION SIDE WIDTH SO. FT. STATION Lt. 9.17' 1651 /Fjy( 10845 ///f90 1 1 +15 108+48.5 1 1 1 +144g, 75 1 1 3+ 9y R1 -t. 9.17' 4,011 / ”O --" 108+00 1 I0+.gyO Rt. 12' Max. 2317 ,2273 1 1 1 +80 113+3-415'0 -:L1 9.17' 1 11 7 /33/ *With Curb, See Sheet 2-T. 6UIL1 CONC. SIDEWALK, PLAN 30I -R7 SIDE WIDTH SQ. FT. STATION TO STATION 1•••••••••,, 11 1 +#0•-9 0 Lt. 9.17' #-z' I l I +44-78' Rt. 9.17' 12 1 I 0+-4-5-yb /3D 1268 ** 6" Sidewalk With Curb, See Sheet 2-T. r - z u) 0 I- Story Brick Bldg. (Eckes Office Equip.) to 0 0 r + + Y BUIL,6 8" CONCRETE PAVEMENT STATION TO STATION SIDE PLANS. 1 13+2=533 SO. YD 1 13+= ql Lt. 2-T fyi 73 USE IN PLACE BUIL 6" CONCRETE PAVEMENT BUILT' 10" CONCRETE PAVEMENT STATION TO STATION SIDE PLAN SO. YDS. 108+16 Founda` 108+48.5 Lt. 2-T 23.1=8- 4,011 /07f96 1094-5428 Rt. 2-1 27016 108+33 081-33 BUIL,6 8" CONCRETE PAVEMENT STATION TO STATION SIDE PLANS. 1 13+2=533 SO. YD 1 13+= ql Lt. 2-T fyi 73 0 O a VIA -* sr O + USE IN PLACE PLAN BUILT' 10" CONCRETE PAVEMENT CL ! - STATION TO STATION SIDE PLAN SQ. YDS. Founda` 108+00 1 13+64 Lt./Rt. 2-1 4,011 I 113+64 114+00 . Lt./Rt. 2-T 242 0 O a VIA -* sr O + USE IN PLACE PLAN STATION CL ! - RIPTION c _ 8 C Rt. Sign & Founda` D BUILT IMPACT ATTENUATORS STATIONSIDE _ PLAN 1 10+85 CL 8C 1 1 1 +40 c _ 8 C STA. 111+12.69 U.S. 34 = STA. 8006+26.85 B.N.R.R. Build 2-47'-2" Spans Steel Pan Ballast Deck - Simple Span Beam Bridge. Special Plan 1C. SEC. 12 -T7N - RIOW BUIL CHAIN LINK FENCE, PLAN 710-R2 P STS STATION TO STATION LIN. FT. EN D CORNER HEIGHT 1 10+13.65-63.86' Lt. 1 1 1 +33.63-50.5' Lt. 1 10+85.13-50.5' Lt. 74 2 5' 1 12+10.29-73.09' Lt. 82 2 5' 110+ 12.08-64.86' Rt. 1 10+91.75-50.5' Rt. 1 1 1 +39.69-50.5' Rt. 1 12+ 1 7.5-94' Rt. 82 2 5 _ 103 2 5 * Black Vinyl Clad BUIL ALUMINUM ORNAMENTAL FENCE STATION TO STATION LIN. FT. PLAN HEIGHT 1 08+25.55-35.25' Lt. 1 14+49.55-35.25' Lt. 624.0 2-N 4' 108+24.38-35.25' Rt. 111+42.38-35.25' R t. 618.0 2-N 4' 0 M Via. ajO N- 0, O 0 to 0 STA. 108+00 TO STA. STONE SLOPE PROTECTION BUFFALO GRASS SOD 113+64 9 756- -!# SO. FT. 14,370 PLUGS * Stone Slope Protection, See Sheet 2-N. STA. 113+64 TO STA. 114+00 BUFFALO GRASS 338 538- PLUGS SOD CONSTRUCTION 4 0) Wheelc Ram Gas Valve N M O 0 I) RETE MEDIAN SURFACING, PLA STATION TO STATIO 114+00 0 SIDE 0.09 114+40.05 32' - 34' Rt. SQ. FT. 100 BUIL CONCRETE BARRIER CURB, PLAN 30 I -R 7 STATION TO STATION SIDE LIN. FT. 1 15+41 115+-15=r .� Lt. 20 2 PLAN 59' Lt. 65 .53 1 16+05 116 r 5' .5' 120+00 Lr. 2-T Rt. 4705 1 17+31 47.5' Rt. ISE 119+02.50 H9-19.50 Lt. 1 7 120+02 Lt. . 1 18+75 7-y 1 19+ 10 //S Rt. 35 33' 1 19+59.755/ 1 19+97.5 77 61' Rt. 43 y8' * See Barrier Curb Detail On Sheet 2-N 1 2 -Story Brick Bldg. Lo tor-- Conc. Walk o SI O 15 x 1.5 Conc. + m to M tin Parking Meter Bases + 0D Street Light + ❑ (Abandoned) 0 ❑ Pole ❑ Conc. Curb Tr onc. to 0) N M r+ N cr 0) 0. 0 CC 0 O 0 0. E c O 0 0) ro co M c0 + to i0 BURUNGTON AVE. Asph. Conc. M + a) J O 0 o Signal Light N Pole r() tO Nbp ui O Conc. 24" Storm Sewer Edge of Roadway c0 2- Story Brick Bldg. SEC.12 -T7N - RIOW j. + 74.1't,+19.4 N a) to 10ti v ov N0 '0 C c7o c 0¢J CO 0) Conc. r; 7 xp M N m to CL o 0" 0 J 0 00 in0) to to + + d top <O_ + + •'. 4i Control Sprinkler a x-,��j1 • 11 IPPr o. 0 1 CO 0 + 8' 1CS P +26.5 6° Steel Post co BUIL 10" CONCRETE PAVEMENT SIDE STATION TO STATION SIDE PLAN SO. YDS. 114+00 118+80 120+00 Lt./Rt. 2-T Rt. 4705 BUIL CONCRETE DRIVEWAY, PLAN 301-R7 STATION SIDE SO. YDS. 115+27 Lt. 61 115+83 Lt. 90 118+80 Lt. 96 119+21 Rt. 86 M M + 3- Story Brick Bldg. 0 O O + Conc. Walk ,, ti of .5' Conc. Curb r+ r fiarkin9Meter i Poles '; moi, Conc. Curb Conc. a) BUILT CURB RAMP,SPECIAL PLAN 7C STATION SIDE TYPE 1 16+59 Lt. II 117+38 Lt. al 116+62 Rt. ISE 116+74 47,5' Rt. nr 1 17+31 47.5' Rt. ISE 1 1 7+40 Rt. Ise 120+02 Lt. ISZ 119+98 Rt. "'sr Parking Lot m a` 2 x 2' Conc. Base c0 w w Street Li ht o°+D . 0 • p O N Parkin Meter toMCTuilre'rtaotnI m + Conc. + ▪ Posts . Bldg. c_ TO BE USED O Tr Storm Sewer u0) N to to ti to x3 + Grate Inlet PROJECT NO SHEET 0 34.4(1014) 33 O x + Grate Inlet c J 0) to + O T� C.N. 41200 N NO O • co + I x I;' onc. Base °° -„t: w reef Light m °) 2.5' x 3' Grate Inlet T NN -N M a T r°)) M 1- Conc. Walk and Drives C 6" DI to fie € 2' - x 2 Grate Inlet Tr `o 1- N 3' x 1 Grog" let W ano N ro + � y + co ct+ Gas Shutoff Valve -- ° � + u5 tO 'Loa- -roe o -Li ti1111 I I co to N 1m 0) N z to r) ri r) ti O 0) 0 to -L- W 4" Water Main Conc. Curb Conc. Walk 2- Story Brick Bldg. (J.C. Penney Co.) AD%) VST Ill) Av 8axf.S r 6R1De s; de. cit; dfi4 SQf7 1161-7o- &,J,9TEie LT 6.5 - 0) - 3> • N O W --O 2" t - w w 1- Z O U w c/) .1•1111111•11.11•111111111110111111M 1111111•1111•••• 6" Water Main 0 0 0 0. (1) SURVEYED �. W N W 1 - ti 0) 0 O U 0 0 to 00 0) N M t + Bull% 8' Conc . S;cieGia/A- '5rn>/oN 7o s Z97/0N s; de. cit; dfi4 SQf7 f/(/ -J/5 //&f67 i 7 5" /yo 1/7127 j/ 7/-5-12. .4 > .6" /66 //9t6 //9/9 II. Y' YC i/9 95' 1230 t /,Z. 4 f # ' /4 7 SEC. 12- T7N -RIOW 0 N 6" Gate Valve N 1 - 4 1 Conc. Walk -to ►- 6" Iron Drain Pipe '�ET1 r- - "I )t1,J in c0 r03 - + to + - 111 6" Iron 11 - Drain Pipe II o M -II J URoomnderground IM e 0 I CV W F-' N NP>: 2. CV N a� Covered Stair 8 Basement Entry (Metal Plate W/4" Concrete Overlay) 2- Story Brick Bldg. (Strand Theatre) Conc. Filled 1 O Tr I �'r I o Fi 2)'`‘! ° +N� i �O) •-wco cri • +N + +' ). + f10 c + 0.0 v V 0) F- O ti 0 h - 0)T N BUILD CONC. SIDEWALK, PLAN 301-R7 STATION TO STATION SIDE WIDTH SO. FT. 116+70 - 64' Lt. Curb Inlet 117+27 - 64' Lt. Curb Inlet 119+02 - 55' Rt. Sign & Base 114+n( Overhead Canopy 1 15+ 15 L- t8.5' 2056 `. 1 -1 t uZ 6C' Rt. Auto . 115+39 115+63 Lt. 18.5' 3:-Z I 346 116+03 116+70 Lt. 18.5' ,41 /0 1126 117+27 118+60.5 Lt. 18.5' 2420 119+00.5 ij20 - 3 Lt. 18.5' 2056 /spy , /1 114+00 1 15+24.2 Rt. 16' ,2035 - 115+39.7 116+85.5 Rt. 17,2'2452 '2 7 9_� 1 1 7+ 19 118+59.6 Rt. 17.5' /9j---/ 2564 1 1 8+73.6 1 19+ 1 1.5 Rt. 17,5' 'iO 526 1 1 9+5 1.5 120+08.5 Rt. 16.5' 95'5 882 /19 r 95 /;7o t/. 2/ ii/4R1 e 51 C 2/ w 0 a 0 r 0) 1- 0) + 6 0 ` O 0_ 0) 0 Tr ,o in ti c N CO O 0 x 0' N In a`) r- q N c N r, ti O o ON J c NN a, t!) • N m v • M x 0 Q m + --- ao 0 N 0 + 0)) 0 T 1 - to v 0 0 n E Overhead Conc. Roof to /u, coO 0) + + USED IN PLACE STATION DESCRIPTION ,Is1 - Lf Loflc -otO 116+26 -64r 116+70 - 64' Lt. Curb Inlet 117+27 - 64' Lt. Curb Inlet 119+02 - 55' Rt. Sign & Base 119+60 - 58Rt. Overhead Canopy 119+79 - 59' Rt. Sign & Base - Vacuum Stand `. 1 -1 t uZ 6C' Rt. Auto CONSTRUCTION Sign Control 13 co O N c T + 0 a_ 0 2.5' x 1.5' Grate Inl 0 1- c O 0 in O 7'P O Q' cr M T m O E 0 O NI i i 1 t - W W 1- Q cr z 1- 0 0 0 L 4°)- co < 3' x 2.5' Grate Inlet pi c.. N M + 12,Storm ice; Sewer o N K) 1) + -01 N O + dlr- 3.1 U1 coI Conc. Parking Area 0' - co + ytger Post O O N co N SHRUBS TO BE SAVED STATION SIDE DISTANCE 121+91 - 61' Rt. 50' 120+92 - 1214-43 L1_ Bldg. Canopy - 50' Lt. 122+09 - 122+58 Bldg. Awning - 42' Rt. 121+91 Rt. 57' 121+00 - 121t90 Rt. 45' 125+40 - 125t70 Rt. 471 05= m o) 0) 1 - Story Brick Bldg. to U Shrub (0 0 N N r0 I - Story Brick Bldg. cc) ai 0i N r` co 00 ++ 0. - a 'o O cr 7"x7/1 Steel Sign Post a) a) + c.7 05 A' c + 0 o `d 0 n.0 O CJ O Fen • =m 1 o D I- Story Conc. Block Bldg. NN _M SEC.12 -T7N - RIOW -4-311111111111111.".---- Pump Island (D.0) N + + 1- M 3 Z N BUIL& CONCRETE DRIVEWAY, PLAN 301-R7 USEOIN PLACE STATION DESCRIPTION 121+91 - 61' Rt. Light Pole 121+66 - 122+52 Bldg. Canopy - 50' Lt. 122+09 - 122+58 Bldg. Awning - 42' Rt. 123+21 - 60Lt. Concrete Island 124+48 - 53' Rt. Concrete Island 124+79 - 53' Rt. Concrete Island 125+27 - 55' Rt. Sign & Base 1254-99 - 58' Rt. Church Sign 120+75 - 52' Rt. Bank Sign 121+42 - 45' Rt. Wager Meter I - Story Brick Bldg. cc) ai 0i N r` co 00 ++ 0. - a 'o O cr 7"x7/1 Steel Sign Post a) a) + c.7 05 A' c + 0 o `d 0 n.0 O CJ O Fen • =m 1 o D I- Story Conc. Block Bldg. NN _M SEC.12 -T7N - RIOW -4-311111111111111.".---- Pump Island (D.0) N + + 1- M 3 Z N BUIL& CONCRETE DRIVEWAY, PLAN 301-R7 :� .._1" CONCRETE P _ dIC STATION TO SIDE IE SQ. YDS. SO. YDS. 195 121+55 "7'' Lt. Lt./Rt. 53 . 122+75 Lt. Lt. 120+72.5-50.5' Rt. 90 34G 122+90 Lt. Rt. 1 12C 6/ I23+30 -50.5-'t. 10 126+00 Lt. Lt. 2120 52 123+8 4/4/ 60' Lt. 3 2 t.J 60 //.2. 1234 /,26t33 ...h.kr L7 Rt. v. 9 122+07.G0 08 122+78;44 /.237487 16' /f > 9 90 2. 7 /,22 ,' 03 Rt. k^ 7 .?. 6- "/2St 2452 /26-/-// I17 2832 76• 4/ /234- lig -- 1.23i 34/ -4,/ 28. 8" u7 O Conc. Drive co Lf) N - :1 :� .._1" CONCRETE P _ dIC STATION TO i ` ' IE PLAN SO. YDS. 195 -i-81 "7'' 126+00 Lt./Rt. 2- -- AOJ v.1 T V/9 i -U E Be X E .s To 6 SPA O E \ 0 .57-R Tio N .Sit, 6 OisTAnice /231-39 - 4c697"�#. 1-7 /17 t 9.5 - 6'4)s RT A27 /0? 1z- /12- ,_/c.3 /Q31.95 - 6/95 + e O a) K) ± Sign on 1.5' x 2' Conc. Dri and Parking A - a T (0 0) N co (0 N v O co v T N O yr T M 41) M 'Cr 0 d: o c M C Anchors - N - • re) CV `71- d' • .,y -o Conc. Curb f Conc. Parking Area N co Conc. Curb rn 0 0 0 M 7'0 N r` ++ W N t-- QI .ROIO1 6' Water Main O 1n d + r4) CO in as 8u Sanitary Sewer "Curb Stop N .4- . BURLINGTON AVE Asph. Conc. I12" Si0rm Sewer in M 1-- W 3'x1.5' W Grate Inlet Ce O u_ r` yr ti c0 c0 Grate I111,■ ocik-tb o) Inle Jng -<111 0 0 O 0 ,11 It N PROJECT NO SHEET NO 34-4 (1014) 3 C.N. 41200 Evergreen Trees and Shrub } M c7' CO co co v Conc. Diagonal Parking 1- m O E co M CE TO BE USED M 21" Storm Sewer J ao-W Conc. Curb = Conc. M.H. w/Water Meter � � Grate Inlets w O Awning O M.H. O O BUIL' CONC. SIDEWALK, PLAN 30I -R7 SIDE STATION TO STATION SIDE WIDTH SO. FT. 120+56.&9 121+45.543 Lt. 18.5' 2056 978 123+39 . 121+66.-26 1 22+55 Lt. 18.5' 120+72.5-50.5' Rt. 75'1 34G 122+95 123+ 6'0 Lt. 18.5' 1 12C 378' I23+30 -50.5-'t. 10 123+85.449 125+80.5- Lt. 18.5' 2120 //) 7 122+97 60' Lt. 3 2 Lt. ' 2056 1234 120+59.50 21 +3=3-73 ...h.kr 18.5' Rt. j3F10 122+07.G0 08 122+78;44 Rt. 16' 9 90 171 Q 123+02.4$ 23+/t7.5-4/0 Rt. 17.2' -7 y / 2452 17.5' 2832 % 72 3 123+93A 8 9 124+92.2 Rt. i 26 -Rae -8.3 R t . 17.5' - 526 i/7 - 125+4-L44 /O I - Story Brick Bldg. c0 • r`- O M M eq c0 4" Gate co i0 Valve o a) 6' Gate in W e+ Valve 3 SJQn on 2x2' C- onc. Bose SURVEYED Q M r` O + 0 -6 3 0 c 0 0 Conc. Parking Lot w/Asphalt Overlay O Sig , 2.3'x5 T. Base M a. r` M M N O N + * Match Existing, No End Tapers * See Barrier Curb Detail On Sheet 2-N 1 +53 Curb Stop SEC.12-T7N -RIOW co 0 c 0 12' x 3' Conc. O c; c 0 0 O Gravel M ah 0) Conc. Fill Caps for Underground Tanks Conc. N O 0 7'0 CO O 0i O r-- 4 BUIL CURB RAMP, SPECIAL PLAN 7C STATION SIDE BUIL& CONCRETE BARRIER CURB, PLAN 301 -R 7 STATION TO STATION SIDE LIN. FT. Iv 120t.� 123+39 Lt. IL 120-68.5-55.5' Rt. Rt. 120+72.5-50.5' Rt. Rt. Lt. 123 7'3.3 /231- 5'6 123+98 Rt. iv I23+30 -50.5-'t. 10 - 1.2 //02 ' Rt. I 4 I23+.39- Rt. -5/6 122+97 60' Lt. 3 2 Lt. At -35' 1234 124+02.5-85' Rt. 124084 /2'ro /41 Rt. 116 i9 * Match Existing, No End Tapers * See Barrier Curb Detail On Sheet 2-N 1 +53 Curb Stop SEC.12-T7N -RIOW co 0 c 0 12' x 3' Conc. O c; c 0 0 O Gravel M ah 0) Conc. Fill Caps for Underground Tanks Conc. N O 0 7'0 CO O 0i O r-- 4 BUIL CURB RAMP, SPECIAL PLAN 7C STATION SIDE TYPE 120+67 Lt. :i /2/105' 120+67 Rt. Iv 120t.� 123+39 Lt. IL 123+35 Rt. a 123+94 Lt. 123 7'3.3 /231- 5'6 123+98 Rt. iv /23 f ' 0) 0 M r- Conc. Walk t•-• c0 O + 4- -re) N Sign on r 4.51 x 2.2' L Conc. ease c0 c0 N I- Story Brick Bldg. M N 0 0 0 >1 m N 0 0 0 ti W J w`0 Conc. Walk • T 0 m 0 0 ci c 0 0 w' .7'0 •.+ 8' x1.3 Sign in rn Mo 1 M 0) CONSTRUCTION S' � Co- 5717//its 57,0.6u/444 SIDE ('1/D7// -Qft 19 Ula 7 5947/ofl) 1,20170 /2/105' W7 /7l 119 120t.� 00/7i A7 ..� ' /2o/5'y /2666 ._7- 123 7'3.3 /231- 5'6 2 7 /2 /23 f ' - 1.2 //02 2 7 / - /Y? CONSTRUCTION oJ CsJ N- CSJ TREES TO BE SAVED STATION SIDE DISTANCE 126+14 Rt. 63' 126+45 Rt. 63' 126+80 Rt. 62' 129+15 Rt. 53' 129+80 Rt. 50' 129+90 Rt. 49' 131+15 Rt. 44' 131+63 Rt. 43' 131+80 Rt. 42' . 129+48 Rt. 63' Red Brick Bldg. Conc. Drive 0) 0 4 Drain a) Pi e to Evergreen Trees and Shrubs Red Brick Bldg. co cd o cd •orn + 16 -17:40D -0 0 0 Conc. Walk vt Ftetattr4,.lare-: 11 21" Storm Sewer -Tx In . BURLINGTON AVE. Asph. Conc. -co 4" Water Main .." Grate and Curb Inlet 00 0sr sr in cci co oo si r- co 01 Ln + + 4 4 4 co First St. Paul's Lutheran Church 0 0) 0 + -01()1 co 6 0 0 0 2 x10 + Sign + 10 r - to r•-• co 10 Parsonage Gas Meter t- oo r -- r- co 2.5 x 1.5' Grate Inlet SEC.I2 - T7N - R IOW 0 K.) BUIL CONCRETE DRIVEWAY, PLAN 301-R7 USED IN PLACE STATION DESCRIPTION 126±23 - 126+38 Church Steps - 55' Rt. 28+22 - 49' Rt. Brick Wall & Sign 28+67 - 55' Rt. Brick Sign 28+75 - 57' Rt. Flagpole 29+24 - 129+68 Bldg. Buttresses - 49' Rt. 130±19 - 53' Lt. Curb Inlet 30+52 53' Lt. Curb Inlet 31+61 - 48' Rt. Elec. Transformer Box First St. Paul's Lutheran Church 0 0) 0 + -01()1 co 6 0 0 0 2 x10 + Sign + 10 r - to r•-• co 10 Parsonage Gas Meter t- oo r -- r- co 2.5 x 1.5' Grate Inlet SEC.I2 - T7N - R IOW 0 K.) BUIL CONCRETE DRIVEWAY, PLAN 301-R7 STATION SIDE SO. YDS. 126+74 to 126+83.3 84'-89.5' Lt. 6 128+43 Rt. -123 /07 131+75 Lt. 78 in 0 -0z1 N CIT) + Air Cond. + on 2.5 x 2.5 i -co -co Conc. Base o 1 co co co r--// 4 -t0 IC) 74:1° cJ 4. 0 0' 0 -a) 0 10 4 0 a) 10 r - a) O + + 0 -E or- •Oc‘i CD STATION AT1ON CONC. CURB & GUTTER 126+88.30-62' Lt. 13 131+29 BUIL 6 CONCRETE TERRACE STEPS SHRUBS TO BE SAVED STATION SIDE DISTANCE WIDTH RISERS SEE SHEET . 126+30.95 Rt. 63' 9.p0 2 2C 00 27 1 6•00 0 2.0 52' 129+48 Rt. 1- 11,1; W, 1*, 1-, X! Curb 6! Inlets 4. I Parking Lot PROJECT NO. 34-4(1014) SHOET NO. 35- C.N. 41200 cJ ro 0 10 10 10 c o 0 cr) 1 - TO BE USED (3) 10 Grate Inlets W Shutoff Valve ("4 0' 2- Story Stone and Brick Bldg. (St. Mark's Episcopal Church) 04 ir) CD co 0 0 oo W 0111•0111••••=•••••• 4". W 1.0 6" Gate Valve 6" Water -(f,) Vaive oo sr SURVEYED ‘s- oporl,"c:4411 -t- 0) 04 0 r Conc. Walk and Curb .0 7 .0 (1) Conc. Parking Area O9. 04 a) N N c .•• CL sr 0,0 an rs-) U xo co 5' Brick Walk 00 Z -kr Brick Wolk •iix cot_ jr- r- BUIL SHRUBS TO BE SAVED STATION SIDE DISTANCE 126+14 Rt. 63' 126+45 Rt. 63' 126+15 to 126+60 Rt. 49' 128+16 Rt. 49' - 65' 129+15 Rt. 52' 129+48 Rt. 53' n Conc. Parking Area O9. 04 a) N N c .•• CL sr 0,0 an rs-) U xo co 5' Brick Walk 00 Z -kr Brick Wolk •iix cot_ jr- r- BUIL 10" CONCRETE PAVEMENT 8" CONCRETE PAVEMENT STATION STATION TO STATION SIDE PLAN SO. YDS. 12-443.21 132+00 Lt./Rt._ 2-T 4929 26 0-69.0 * 0+92 00 Rt_ 2-T 2978 127+16.40 n 127+30.40 Lt. 2-T 301c- * Fifth Street BUILD 10" CONCRETE PAVEMENT STATION TO STATION STATION TO STATION SIDE PLAN SO. YDS. 126+00 12-443.21 132+00 Lt./Rt._ 2-T 4929 -6 AL 0 Fg/ ("4 in Brick cc) 01 0 a) (4) ' , Oi t4) 03 1: 11' 04 1- Story Brick Bldg. (Hastings State Bank) CO 4- I0t- 0 BUIL i CONC. SIDEWALK, PLAN 301-R7 STATION STATION TO STATION SIDE WIDTH SO. FT. .4.7 -70 26+75 554 12-443.21 Lt. 5' It &1V 26+-14 27+29 Rt. II 127+204. 1 a 130+19.@ti- Lt. Varies 2978 Rt. n i Lt. 1 +51.34 131+-54 Lt Rt. 505 126+ 7 2 751Rt. Rt Varies 126+82.91 1378 i b+00 ,., 722 Rt. 5' 128+30.26 127+20. 128+54,g4 5..5' 130+17.88 Rt. 5' 924 130+52;6)9 132+1=c35' Rt. 5' 886 i 3 0 I- ' / /32i/3 27 SEC.12 - T7N -RtOW 327 74/ /13/ a) 0 in co 0 041. eJJ tO TH STREET Gross SAN 0 SAN 1•1•11111111..... SAN -J ••• co 0 .1. Conc. Drive rn 0 tO 03 • itlydrant -6-- w a).t. coo +0 0+ a) 0 10 0 10 Gross 0 t) Asph. Porking Lot BUIL 6 CURB RAMP,SPECIAL PLAN 7C STATION SIDE TYPE 26+74 Lt. .4.7 -70 26+75 Rt. at &.s_ 27+29 Lt. It &1V /3001 j3o t/i 27+29 Rt. II 30+08 Lt. 1:1 30+08 Rt. n 30 61 Lt. n 30+61 Rt. LI 126+ 7 2 751Rt. 1 1 1 BUILT aovcREnE 8./Me /ER 0 oRB s747/0/11 574 7/0 Al 5/,0 taw 77/ /30160 /3/1-5.3,.7 .4.7 -70 5 Walk OSiTi1106ru:bs .5 .0 Church Bldg. .10 4. Mu AM Mk SODDING 7/7. z./i .94-3 SO. YDS. 511147- 8,, CO/C42E 7L" 574770 Ai 5 7297/0 /t/ 6 / DL: taw 77/ sq T.7- /2 (0 “. /267L83 27 /271-18" /.271L -VY 7 /3001 j3o t/i 1.7 1307'5'1 /307470 CONSTRUCTION --t l's",A,M'Ag*INu 03 -AUG -I995 09:56 0 0 0 (NI /draft/ 4 /usr/drafting USED IN PLACE STATION DESCRIPTION 132+03 - 51' Lt. Sign TREE TO BE SAVED STATION SIDE DISTANCE 132+03 Rt. 41' 132+19 Rt. • 46' 132+30 Rt. 41' 4 ..h __ ..i .44 I. 4 ,M .A ... .44 4 .44 +. ..4 44 N1 ..h Iw 44 44 4 .44 ..r. .h .4. ..+. 44 r .A. +r. ..4 .A 44 .... 4 ..M. ,.M — SAN CONC. PARKING LOT CL TO BE USED SURVEYED CL -SAN -7- BUILD BUILD IO" CONCRETE PAVEMENT STATION TO STATION SIDE- PLAN SQ. YDS. 132+00 132+.,2R3/ Lt./Rt. 2-T 198 6 „TE SIDEWALK STATION TO ST -R7 WIDTH II 11 11 11 11 1 II 11 11 11 11 II 11 f1 11 rr H t_ • SAN BURLINGTON AVE. 0 0 0 0 W w W Lit W © o 0 0 0 CHURCH BLDG. 1-- Rt. 5' /0 1 ! _ L - 4 o O h_ -I-1--I- i I I 1 1 I 1 I 1 1 1 I I 1 I I� 1 I I 1 I 1 I I I 1 1 I I I 1 1 1 SO. FT. 11 11 11 11 11 11 11 W ` 1 Water Main IM 1I -4 H .2" Gas (Buried 2' G ep) P 1 CONSTRUCTION O BUIL6 10 CONCRETE PAVEMENT STATION TO STATION SIDE 1 PLAN 1 SQ. YDS. 0+73.70 4472.43 Lt./Rt.1 2-T 1,95U. AAOJuST vA6' Box Es To GRR D E STAT/ 0 Ai 2t93 - CRS S/0 TA.VGiE 41+47 - £,✓ATEd„ O) '-T RT za 09 N BUIL CONCRETE DRIVEWAY, PLAN 30I—R7 STATION STATION SIDE SQ. YDS. 2+09 CU. YDS. Rt. 49 11-61.65 Lt. 88 2 + 93 5+00 Lt. -7Z1.22 3 t 48 Lt. ::F'/,28. 4+ 29.50 Lt. 2/3 4t 32.78 Rt. - 55 r t re) 2 y fs'o 1 Rt. 1 /3 M SEC. I3 -T7 N - R 10 W c. . GRAVEL SURFACE C STATION TO S ' • SIDE CU. YDS. - 72 5+00 Lt./Rt. 1,1/ ,4 7 2r C 0411. L 7t 57,0470i4 / / S TA Tro n/ To -6/47-/0/1/ roe SQ it 289 N (0 (O tD Rock Con c. t0 r in ADsUs_T /l,44/i-1oU, 70 OR/9,0L s%97/67 Conc. O Sta. 0 1- 00 N v7 ti 0 d r 107- Asph. Parking E 0 20 2 Mock 24, Broken Conc. S w STA. 107+44.64 = SOUTH ST. LT. Rock 88°48'15.33" 0 "o 0 4 - Q TO BE USED 8.5 Plank Xin B. N. R. R. Tracks M Gat L 108 Brick Bldg. Con" `.Tac -k Wal I O U 0 m ` c 8 Scrap Metal 03 -44 SEC. 12 0 N PROJECT NO. SHEET NO. 34-4 (1014) 37 C.N.41200 CONSTRUCTION 128 ct- N 0 f`- N O t+J^ gLc) USEpIN PLACE STATION DESCRIPTION 500I -F83 - 35' Rt. Conc. Block Retaining Wall Grass Wal k O _ c c r` O N —_ oo2 SEC.I2-T 7 N - R IO W �. FIFTH ST. c 0 O -co Asphalt W/ 2.5' Conc. Curb a Gutter (Overlaid) O 1N 6 4 Grass 01 C > 0 ,0 o do a O (0 CD N C- M N K7 0 0 o— N "O N eit Q TO BE USED 126 .777, O Sprinkler Step Grass - N v N (0 Walk Spl`irkierSv Grass,, (V n 0' 0 0 N W Stairs _(. aSpr'hklat'5.9'stem or+tiat.:+Ciey* Conc. Block Bldg. Church BUIL 8" CONCRETE PAVEMENT STATION TO STATION 5000+92 5002+00 SIDE Rt. PLAN 2-T SQ. YDS. ao BUILE CONC. SIDEWALK, PLAN. 301-R7 STATION TO STATION SIDE WIDTH SQ. FT. 5000-F-14_51. 5001 +- c R -t. 6' 648 /07 / BUIL CURB RAMP, SPECIAL PLAN 7C STATION SIDE TYPE 5000 + 75 RT. I SEC. 12 c 0 U _ to 0 ti -_ (0 170 ti -t 0 O (0 (D _(0 a: 0 0 O v 0,4 Cone: Overlay -K 0 N 0 5 Walk M N Gross N t 5 Walk c N 0 0 V N c c 0O (0 M rJ Gro'ss M co Ct _ 1- -� + M5lhhlk M - 0 0 0. N 0 CD r°R M (o 0 0 0 coM co crt (0 ~co 6"Rnd. Lights Brick Bldg. - a CONCRETE TERRA ,,,,.......-'- STATION a. _. RISERS SEE SHEET 6 + 1.5 Rt. 4oJusr v,9J vim' 8ax6s re) 6-k'/9©8 STA 7-7 o Ai 510 E 137.5 7-4 AJC E' 56 D 2.. 1-0 0 0 -. a/9.5 /Q?"' Z 0 PROJECT NO SHEET NO 34-4(1014) 38 C.N. 41200 CONSTRUCTION -4- z "41 p. PP: CITY IRON & METAL 120 S. BURLINGTON 1 1/4" GAS ASPHALT P ARKING ASPHALT DRIVE CI T."( ,RON & '.EAL 120 S. BURLINGTON CRUSHED ROCK PARKING 2" GAS 8"SAN cq 5/8 Rebor .80' S. City 4' Hide Melo! Bldg. Cot-. a .80 W. of Cor. Bolt in Fire Hvdranl Between Chultonooyo, Terirt r4P P. 0-1. S COP SEC 12-7-10W Found ITT square fyin. Raised wi th aluminum cap a ttached to 5/8" by 6" rebar. NW 74 . 10' near corner 60 1 di ny fou:Ida ti on SE 66.56' near corner building foundation NE 45.28' PK nail in walk SW 66.30' nal I "X" in PP ... A FHALT PARK!NG ASPHALT DRiVE • 3RP'SS CONCRETE WALK Point Locations (1) 5' radius Statiori 11+14.78 Left 26' ) 5' radius Station 11+55.59 Left 26' 5' radius Station 11+65.11 Left 26' (4) radius Station 11+88.55 Left 26'. 5'. radius Station 12+15.00 Right 26' 5'. radius Station 1.2+50.00 Right 26' 20' radius Station 13+13.101 . Left 41.' 20' radius Station 13+87.61 1 Left 41 20" radius. Station 13+13.891, . Right 4.1';.. .. 2Cradius Station 13+83.831 Right 41' End Point Station 11+19.781 Left 32' (12) End Point Station 11+50.59 j Left 32! 04' End Point Station 11+70.11 Left 32' End Point Station 11+83.55 i Left 32' End POint Station 1.2:+20-00. ,End:POirit SitiotiiI2t45001 Right 35' (7) BURLINGTON LXJ RCCrf 1 '0 - WA1ER METER PIT T.B.M. 2 ="X" ON SOUTH-WEST CORNER OF BORLEY'S DOCK AT THE SOUTH-WEST CORNER OF BUILDING NEXT TO ALLEY. ELEV. = 1932.07 G 1 T.B.M. 3="X" ON NORTH-WEST CORNER OF FIRST STEP THAT GOES UP TO OFFICE OF ADAMS COUNTY FEED ON WEST END OF BUILDING. ELEV. 1930.30 INLET 0 0 27.1 PROJECT NO, SHEET ND. 34-4 42) 34t U.S. ELECTRICAL MOTORS 26 S. HASTINGS BORLEY MAYFLOWER 1JAREHC,USE ' 38 S. LINCOLN SCALE: 1" 26' 30.81 ---- 0+00 MH x 1 c-) NLET CONCRETE WALK 5R CONC. DOCK WALK .k.,/ GRASS CNC. Q4' D 4, • • \cb •°) 4, \c5 (1,• \05 R.R. TRACKS • CS • 12+ 13+ 00 c) 't >3.< • • \ • ..,,(7) c4),- 4, • • • (.) R4' A <:b <4\ t • TM 30X NC . C S CONCRETE WALK r SPEIDELL MONUMENTS 201 S. BURLINGTON 1 GR ASS- CONCRETE • 1'- ta cr.. .1930 a_ 0 1925 1._ Cf4 . . , . ...... .... 0 01 0, 80 °/o SLOPE • • • ..... 0 (3I -RAVEL 0 25' \-0A ;PASS GM IBM .. IN:PENTER OF SOUTH STREET E.< LINCOLN AVENUE INTERSECTION ELEV: 1929.24 : (THIS WILL BE DESTROYEQ) • 1920 CO N! • ' ....... • • 1930 1925 ... • • 0.30 % SLOPE CENTER LINE PROFILE OF SOUTH Scale: Horz. l'i= 20s-0" Vert. - lur- 51- 0" • 10' TRA NS 20' 1920 • • • • , • .... .... • • • ...... • ••••••••••••...M... .4.011.11.110.11.00.4.4111104, ... .. . c<1 ...... ............ ....... . STREET ........... .. • .... 20' .... ........ 25' TRANSITION • CENTER LINE PROFILE OF LINCOLN AVE. - STA. 3+49.61 Scale: Horz- l 201-0" Vert. - 5' -On rt. rr.ii ti 011.1.1 •.r. to 5H t_ tr. PL..,4.1E 1 i;•'LAN PROF ILE ,LLL !...U1 411iitr4AL P•v /41/5,01ST •11/tP4 LID U 5 4.111•••••••••10.. i CRASS rT ADAMS COUNTY GRAIN & FEED 201 S. LINCOLN C-1. S 1/16 SE'a SEC 12-7-10U • Found 3/8" pin 0.31 deep in asphalt. NE 45.60' near corner buliding foundat NW 73.30' near corner building foundat Stl 62.09' near corner bui lding -FOundat IIE 41.95' center of manhole NW 63.90' nail "X" in .PP 11 2' centerl inc o r asphai L of END PROJECT STA. 13 +95 P.T. 50' TRANSITION 01 centerne 'OT Oaveit ...st ivnt noi*L'a • ..... .... • • • • . . . . .. . . . ... 7/11r--1 N Has/thgs. ... TE ! .4)APD ... ......... „ttommterotommoommommamemoste Atelpoloot. 4011•0•••• 0,0 z z CI TY iRCN Sc METAL 120 S. BURLINGTON 1 1/4" GAS ASPHALT P ARKING ASPHALT DFI \iE CLF( IRON & METAL 120 S. BURLINGTON CRUSHED ROCK PARKING 2" GAS 8"SAN A PHALT PARKING I \ BURLINGTON Pt • CONCRETE WALK ASPHALT DRI `,/E +00 MH WA TER METER PIT G coCt OGNCRETE NALK ›LLJ— INLET CONC. ALLEY LJ 1.4J (r) T REMOVED BY OTHERS OCNC. 12+00 BORLEY MAYFLOWER .'/AREHOU E I.,5t3 S. uricoLN CLiC. DOCK ASPHALT " 13+00 4 - REMOVED 13Y OTHERS r-- TIL: BOX CC)NCRETE WALK i . ov, : 1=-H t., -.i C".) ( r.."‹ CONC. GRiV3S SPEIDELL ONUMEN TS 201 S. BURLINGTON 19 a 0,00 O BUIL REINFORCED CONCRETE SEWER PIPE 34-4(ioi4 NUMBER SIZE 1 - DESCRIPTION STATION... ' ' 1 ' '18–X 137 'MANHOLE #2-T0 INLET #1: RT, © 0.59% ' 2 15" X 42' 1INLET #1 TO INLET #2.; LT. & RT. 1148% .... . .. ..$.M.P,ETA11.,.#Z 5IT 43. 3 18" X 214' iINLET #1 TO INLET #3 : RT. @ 0.30% . - LT. 4 15" X 42' INLET #3 TO INLET #4 LT. & RT. P., 148%. L 5 1• 18" X 8' IINLET #3 TO PLUG RT; •@ 0.30 % • L=1924.19 18" RCP PROJECT NO, SHEET NO, 34-4(ioi4 40 U.S. ELECTRICAL MOTORS S. HASTINGS < GRASS R.R. TRACKS 4 p‘sp\--kpl: 14+00 • — S AW - (4, . H i EDG F nAic. sto:t0t39.6 .3015Si-01A •••E;: Td O • • .. :-• ...... ............. • ........ • • + .... 0 fit 1927.62 inlet GRASS GRASS/GRAVEL GRASS FF,192.4.6Q pipe I1L=1923.60 box t107 18" R.C.P 0.30% I TEM FL fintZi6 . ....... FL -1927,62 L.= 1925.2a (pipe)' ft.= 1924.22. (box) 15:"RC:P'L17RT 0 . INLETS NUMBER STATION... SIDE DISTANCE If DESCRIPTION "X" DIMENSION ' .. RT. .... . .. ..$.M.P,ETA11.,.#Z 5IT 43. .. ..„.....4...02" . . _ : - . ..1.1.t..77. . . .. 44+77 . - LT. ,41, 41' SEE DETAIL # I SHEET 43 3.40' RT. 41' SEE DETAIL #2. SHEET 43 4.03' • 3+91 LT. 41' . SEE DETAIL 2. SEET 43 3.41' • . , ...... ............. • ........ • • + .... 0 fit 1927.62 inlet GRASS GRASS/GRAVEL GRASS FF,192.4.6Q pipe I1L=1923.60 box t107 18" R.C.P 0.30% I TEM FL fintZi6 . ....... FL -1927,62 L.= 1925.2a (pipe)' ft.= 1924.22. (box) 15:"RC:P'L17RT in I e .1-7 19.24 .6 0 pipe FL tI923.60 box As 193(1.00 1925, 00 19 2 0,00. FL 1928,27 inlet FL 1925.86 pipe FL 1924.86 box (11(..11W 4. I !OCR p'.,6 5.1 -at PLATE 1 -SINGLE PLAN ANL) PRCr ILE Fu.. •r tiu.TOOMIAL PRAtIritgr PIPON)11 0 INIL9 A STA. 13+ 9 1 FL 492i7S427i niet i 1 I ; 1-7 FL 1925 ,24 pi pe FL 1924.24 box FL P928.27 inlet sta 13 +91 ADAMS COUNTY GRAIN & FEED CO. 201 S. LINCOLN SCALE: 20' FL 1925.24 pipe FL 1924.24 box ... ...... ....... .. .... ' ..... .. P.R04, NO. _ 44_„il i ' DESCRIPTicq ; . . . .... ... . .. . . .......... ..................... — - iiiidt St or rn Stirefilii::. s: ... ete: ....... „ HOSting5 cii>t- .. ,,Er.7...117eel."-!......l.•::::::,:..:::::::::::: oot 'I coAtAucicia. -------------------------------1 . ........... • • ... AS4tat.1.1.6 • ..... • APPRO .. ...1104......111111•1111110 ADJUSTED MANHOLE. :sloe: DISTANCE... QUANTITY ' 114-7*. 77c -- I EACH 13.4:48 RIGHT ... __..2 , I EACH, in I e .1-7 19.24 .6 0 pipe FL tI923.60 box As 193(1.00 1925, 00 19 2 0,00. FL 1928,27 inlet FL 1925.86 pipe FL 1924.86 box (11(..11W 4. I !OCR p'.,6 5.1 -at PLATE 1 -SINGLE PLAN ANL) PRCr ILE Fu.. •r tiu.TOOMIAL PRAtIritgr PIPON)11 0 INIL9 A STA. 13+ 9 1 FL 492i7S427i niet i 1 I ; 1-7 FL 1925 ,24 pi pe FL 1924.24 box FL P928.27 inlet sta 13 +91 ADAMS COUNTY GRAIN & FEED CO. 201 S. LINCOLN SCALE: 20' FL 1925.24 pipe FL 1924.24 box ... ...... ....... .. .... ' ..... .. P.R04, NO. _ 44_„il i ' DESCRIPTicq ; . . . .... ... . .. . . .......... ..................... — - iiiidt St or rn Stirefilii::. s: ... ete: ....... „ HOSting5 cii>t- .. ,,Er.7...117eel."-!......l.•::::::,:..:::::::::::: oot 'I coAtAucicia. -------------------------------1 . ........... • • ... AS4tat.1.1.6 • ..... • APPRO .. ...1104......111111•1111110 • CITY IRON & METAL 120 S. BURLINGTON 1 1/4" GAS 9' WALK CITY IRON & METAL 120 S. BURLINGTON CRUSHED ROCK PARKING 2" GAS 8"SAN ASPHALT PARKING A PHALT PARKING cv BURLINGTON 4 s (1 Pe WATER METER PIT t� P AKS` ANG \-01 1 W J J 3RLEY MAYFLOWER NAREHCUSE 138 S. UNCULN 1 1f*" -- 2"STM W Z J 0 U Z J T T T T ++++++++++++++++ ++++++++++++++++ ++++++++++++++++ ++++++++++++++++ ++++++++++++++++ t,47,t7*),jt, J 6 z 0 CCNCR,E IF WALK CONC. DOCK • WALK ++++++f+++++++++++ s CONCRETE WALK ASPHALT DRIVE GR ASS 0+00 MH 0 —7x01 x 1-2-ftCP It t 1 r, + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + {p►+INlltir ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ + + + + + + + + + + + + + + + t + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ + + + + + + + + + + + + -+ + + + + + + + + + + + + + + + + + + + t + j{ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +++ + +t + + + + + + + + + ++++\+t + t++� FV +++ i31 +++++++++++t++++++++ t++++++++++ ++++v.+ ++++++++++++++++++++++++++144-404-+++++++++t++++ ++++++++++++++++++++++++++++++++++++++++++++++++++ ttttttt + +++++++++++++++++++++++++++++++++++++++++++ +++++++++++++++++++++++++++++++++++,tom+41,+j++ t + + t + t + + t + + + + + + + + + t t t + +++++ + t + t + + + + + + t + + t t t t t + t + + + + + + + + + + + + + + + + + + + + + t + + + + + + + + t t + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + t + + + + + + + + + + + t + + + + + + + + + + + + + + + + t + + + + t + + t + + + + + + + + + + + + + + + + + + + + + t + + + + + + + + + + + + + + + + + + + + + + t + + + + + + + + t t t + + + + + + + + t + + + + + + + + + t + t t + + + + + + + t + t + t + + + + t + + + + + + + + + + + + + + A„+++ + + + + + + + +++++++++++++++1r1+++(a01•++++++++++++t+++++++++++++++++++++++++++++++14?f dQ++++++++++++++++++++++++++++++++++++++++++++1+/-irtii + + + + + + + + + t +++++++++++++++++++++++++++++++++++++++4 + + + + + + t + + + + + + + + + + + + + + + + + t + t + + + + + + + + + + + + + + + + + + + + + + 4+ + + + + + + + + + + + + + + + + + + + + + ++ i- +++++++++ + + tttttt++tt PROJECT NO. SHEET O. 34-4 Flo 14411 11+87 To 13+07 Lt. U.S. ELECTR'CAL MOTORS 1 2L S. HASTINGS GRA`_i0 R.R. TRACKS GRASS + + + + + t + + + + + + + + + + + + + t + t + + + + + + + + + t + + + + + + + + + t t + t + + + + + + t t + + + + t + + + + + + + t + + + + t + + + + + + + + + +t't + t + t t t t + + t + + + + + + + + + + t + + + t + t t + t t ++ + t + + + t + + t + + + +++++++++++ +++t+ t +• ++++++++++++f+++t++++++++++++++++t+$++++++++++++t++++t++++++++++++++++++++++t+++++t++++++++!+'+#te+++t++t++++++++++++++++++t++++++++++ +++t+ttt++tt+++++tt t t + t t + t t t + t++++t + t+ t ++++++ +++++++++++++++++++* t+++++++ t+.+++++++t t ++++ t+t +++++++ +++++++++++++t t+++++* t+++++++++++++++++++ 4 ++++++++++t ++++++++t++++++++tt+t+++t++t+ttt} #+t+++++t++++++++t r,M++++++++++++++++++++++++t+t+++++++++++++++++++++++++++++++++f++++++++ }WNW sir Mr r • 1 Ea • -Tat,. TIL. c30X CONC. 3S-- `T -—fi5"irr✓ CONCRETE WALK r SPEIDELL r.'tCN!...!MENT`✓ 201 S. tiUE.Lir:GTC 1 ck4. Kemoveoewer ripe Station Side Quant. Description 11+87 To 13+07 Lt. 120 L.F. 12" V.C.P. 10+58 To 11+00 Rt. 42 L.F. 16" V.C.P. 13+07 To 13+25 Lt. 18L.F. 10" R.C.P. 10+58 To 11+87 Lt. 129 L.F. 12" R.C.P. 10+58 To 11+75 Lt. 117 L.F. 12" R.C.P. 13+07 Lt. 10 L.F. 12" R.C.P. • 11+00 To 11+49 Rt. # 49 L.F. ` 18" R.C.P. ' ti 1 To 1'{ F`; i Lt. 27 RemoveL3rate Inlets and Junction Boxes Distance 1 Description Station Side 11+75 11+85 13+07 13+07 13+25 Lt. Lt. Lt. Lt. Lt. 26' Grate inlet 24' . 1 Grate Inset 15' 1 Grate Inlet 25' Junction Box 25' Grate Inlet GRA'7IS CONCRE fE 1 //// 1 I ,, , Rernove0Concrete 1 Station 1 Side Quantity 1 110+62 To 13+161 Rt. 1 150 S.Y. 1 13+16 To 13+851 Rt. 1 218 S.Y. 13+66 To 13+761 Rt. 1 29 S.Y. 11+08 To 11+621 Lt. w_ 70 S.Y. 135.Y. 1 122 S.Y. 11+70 To 11+84 j Lt. 13+08 To 13+871 Lt. `++++ ✓1 + + + Remove4Asphalt w! Conc. Base Statinrj7 I Side Quantity 10+62 To x+45 Lt. & Rt. 1.495 S.Y. Ila t42 7c /3?35 2/ k> 1 $G G PAID FUR AS REMOVE PAVEt'r-+,; Station Rernove,Asphalt 11+62 To 13+23 Side Lt. Quantity 173 S.Y. RemoveORaitroad Tracks Station ( Side j Quantity i ri' t t f isl ,� J } 13+87 To 14+351 Lt. ' 1 48 L.F.. GRAVEL + �o —; + -+ ++++++++++++ ++++++++++++ + + + t + + t + + + t +++++++¥ ++f +++ + + ++++++++++++++++++++++ +++++�+++++++++++ ++++++ 4rrFF ++++++++++++++++++++++ ;Ft ASS coO. CRASS/GRAVEL Gk, GRASS 8R • GRASS ( A2 AMS COUNTY CC. 2 ,1 S. L JNCOLN ADAMS COUNTY GRAIN & FEED CO. 201 S. LINCOLN PROd Sr UTTN S7-2EEr-RQapv T r. LAZoi.A1 RemoveaSidewalk Station Hastings City Engineering Side Distance j Quantity ORN BY W 1. , CP PRO BY ASBUILTS TORN NO. 3 of 5 ; 39-9r+. 13i- tt f Rt. 2-3' - ., . r .4 • i -I+RI 27' 1572e-S.F. 11+ To 11 ' ti 1 To 1'{ F`; i Lt. 27 I24U2S.F. RemoveL3rate Inlets and Junction Boxes Distance 1 Description Station Side 11+75 11+85 13+07 13+07 13+25 Lt. Lt. Lt. Lt. Lt. 26' Grate inlet 24' . 1 Grate Inset 15' 1 Grate Inlet 25' Junction Box 25' Grate Inlet GRA'7IS CONCRE fE 1 //// 1 I ,, , Rernove0Concrete 1 Station 1 Side Quantity 1 110+62 To 13+161 Rt. 1 150 S.Y. 1 13+16 To 13+851 Rt. 1 218 S.Y. 13+66 To 13+761 Rt. 1 29 S.Y. 11+08 To 11+621 Lt. w_ 70 S.Y. 135.Y. 1 122 S.Y. 11+70 To 11+84 j Lt. 13+08 To 13+871 Lt. `++++ ✓1 + + + Remove4Asphalt w! Conc. Base Statinrj7 I Side Quantity 10+62 To x+45 Lt. & Rt. 1.495 S.Y. Ila t42 7c /3?35 2/ k> 1 $G G PAID FUR AS REMOVE PAVEt'r-+,; Station Rernove,Asphalt 11+62 To 13+23 Side Lt. Quantity 173 S.Y. RemoveORaitroad Tracks Station ( Side j Quantity i ri' t t f isl ,� J } 13+87 To 14+351 Lt. ' 1 48 L.F.. GRAVEL + �o —; + -+ ++++++++++++ ++++++++++++ + + + t + + t + + + t +++++++¥ ++f +++ + + ++++++++++++++++++++++ +++++�+++++++++++ ++++++ 4rrFF ++++++++++++++++++++++ ;Ft ASS coO. CRASS/GRAVEL Gk, GRASS 8R • GRASS ( A2 AMS COUNTY CC. 2 ,1 S. L JNCOLN ADAMS COUNTY GRAIN & FEED CO. 201 S. LINCOLN PROd Sr UTTN S7-2EEr-RQapv T r. LAZoi.A1 PROJ. NO, -T47L 34-410/¢) DESCRIPTION ?6-141/V, Hastings City Engineering OSGN BY TD W M PATE ICON rRACTOR Il ORN BY W 1. , CP PRO BY ASBUILTS TORN NO. 3 of 5 NCIL 800K ...44••• • . ........ CITY IRON & t.tE.:TAL 120 S. BURLINGTON 1 1/4" GAS ASPHALT DP1VE ASPHALT PARKING 0M'( iFiCN &%1E-TAL 120 S. BURLINGTGN C,RUSHED ROCK PARKING 2" GAS A r3PHALT PARKING 8"SAN - Lyko' ... • .... Gkk ASFHAL T DRIVE CONCRETE WALK ItiLLT GJk5S • ......... • 0+00 uti 1- ........... ...... • ........... .......... • .. • • .............. ...... ...... ............ .... ..... ... to' / • NI..E 1- .4N4ft 4) 1ER \,1E... TER PLT: \-01 6 BORLE MAYFLOWER NAREHOUSE 136 S. LitIOCLN C.CNCRE.P7: WALK DOCI•k cl ROC' t I WALK SIL -a- •••••1.111111011•••••••1011, C.CN C. 1 ?.+00 r,L • .) . • . A SS cc.:ric_:RE 1E WALK • ...... • • .. ........ • • ..... • .... ...... .......... ........... • • .... ...... • • • .................. ..... • • • .......... .... .. • • .... • • • ............ ..... ... • 4..1DE ".16r4t_i ...... • .. ......... ... • • ... ... ... • ......... ........ ........... ... • . • • ... • • • ..... .... • ... • • ...... ......... • ...... ........ • ......... • . • .... • • ..... 1 • • ... ... ....... • . • ... ... ............... ... ....... c,RA'sf> Cs:C. f Oti:•:_lE. BUI4 6" CONCRETE DRIVEWAY PLAN 301-R7 STATION TO STATION SIDE QUAN 11+4.9.78 To 11+50.59 L. 3.3 S.Y. 1 4 +70 41 To 11+83.55 . . , L. 18 S.Y. 12+20 To 12+45 ' RT. 40 S.Y. 48+63.83 To 13+73.83 RT. 29 S.Y. I //. 70 .//,3 4 /.7 SY . /2 S.Y. //1-/9 - //I-66 21" . 4 RT 4' RT. , ,.... BUILS 10" CONCRETEVAVEMENT SEE SHEET 43 STATION TO STATION .r. SIDE QUAN 10+62 To 43+98 7 ; .. 10 L F., I.T.84RT, • verl-e7Y, . 13+95 To 1.4±..4 - 236/5/ . 1,..14+45 RT. 50 L.F.. 522.0 .................... .......... ....................... ................ • • .................. • .................... • ....... ... ............ ... . .......... • • .. ... • ... ........ • • .................... • ....... .............. • ......... • , • • ..... ............. ............ .. ...... ............. ........ ......... • • • .... • ............... ............... • . ................... .... ... ..... ....... • ... ............. .... , ......... • ........... • ...... ' • ........... .............. • • .... ... ....... . • • • ... .... • ........ ...... ....... ....... • • . ... ........ ......... ... ........ ... • ........ ...... • ' ...... • • • ............... ........... ......... ....... ........ , • .............. .......... • .... .• • ...... .......... • ... • .... ... ............. • .......... • -- 13+00 0 1 "0" "'"'" TtON CURB AND GUTTER P - iR7 STATION TO STATI* ' E 0 , • 13+33 10• , 10 L F., 13+67.61 SQ FT 1OLF 13+95 To 1.4±..4 . LT. 5 . . 1,..14+45 RT. 50 L.F.. $ '5" CONCRETE SIDEWALK PLAN 301 - R7 STATION STATION TO ON SIDE • 11+31 WIDTH 17' SQ FT ' 40+83 To 11+70 RT. 13+48 13+21 ..1 9' 522.0 1- • . 11+1 To 11+20 2 1 95 To 14+4 . 4 RT 4' RT. 20.0 29' 11+50 To 11+55 L 4 * 85-, ToN5 4' m.o. 4 . 1.....:, . 20.0 11+65 To 11+70 LT. ' • 20.0 11+84 To 13+ • LT. 5' 748.0 13+11 e +14 RT.. ! - - .- 4' 1 - APJUSTAATER STATION TO STATION 13+71 13+57?.• -J Th VALVE To GRADE SIDE DISTANCE 22' ege 2.1 ......... ..... l3÷77- ist47 4g•tarris DJUSIMAS VALVE TO GRADE STATION IDE DI CE 56? fr77 11+31 . 17' P.L. /0+32. 0 -47' 13+48 13+21 1+356T913+6511 9' ))4 1- • . . . 3 G.,.,, / 2 1 95 To 14+4 . 4 RT 27 RT. - - 29' : 1,0 AD UST MANHOLE TO. GRADE SHEET NO STATION SIDE 56? fr77 DISTANCE /3 / 8:5 11+7477 P.L. /0+32. 0 -47' 13+48 RT. 1+356T913+6511 2 ))4 3 C43 - I t 0- CS PROJECT NO. SHEET NO 3 4 - 4(1014')' 5ID J.0. ELECTRICAL MOTORS 126 S. HASTINGS SAt * 1 4+ 00 FH C. --,..1-;rt CkASS/GRAvEL 57/14- ,3t-/475 / tc1,4 feP. Seev.ce, P/ ; W4 fer coaf/OA' sio,d Box a ,Venlovel Curb 5/oP - Bo X 1r' A> Bvi L7 4' ' Ceiviic4i7e'" SIDE teMik 57,4r/ow• ro C_,-7,177ow 5ID 56? fr77 /1± 00 /3 / 8:5 ,Q7 43+35.6 To 13+65.11 /0+32. /3/3-5/ -47' 9'‘6.7o --.."--------------_,QUIL; ASPHALT PAVEMENT TYPE 4 ..4TATION TO STATION i; TYPE QUA • K QIL QUAN THICKNESS 43+35.6 To 13+65.11 LT. - T 1,,ic- : 343 C2.31. Ca" 1+356T913+6511 LT ))4 1- • . . . 3 G.,.,, / 2 1 95 To 14+4 . 4 RT C- 16 5 TO - - " 1. ` - g • 5 : LT. & R : 4 * 85-, ToN5 ,‚q.G. . m.o. 4 . 1.....:, . t 1 L.V "1. ,Al ID I t....)4 ..._. Lot o 04,1 odor P.O. 4411V644T•4•A t eifitv't t) U 2i A *man, gwydre......vami...... 4111. ONO ADAMS COUNTY GRAIN & FEED CO: 201 S. LINCOLN 5r,q. /et- t 517 9, /2.1 -act evrFAA,e) 6t.Ass.s 31) ar. 919 fku65 STA. 161%. 5 - /31,6 7 kr 51,FFRA,e) 6R 5O 1335H. ,TA. /01-50 -sr. 8DfrAA0 4k19-1.5 SeD=4,073 itvipS ..................... • • • ........ .... • ..... ........ ........ ............ • . • • • . .............. .... . • • . • • ....... ... ........................ ................... ........................ 42140,1 4 : ;IN 1:07..WV - a . . , . .. . ." DESCROPQN . . ., .. . ..... ..., .. : .. i . . .. **'..........:,.... . . .. . . .,.. .....................9.....a.......riwoo........... ))4 ! ' z4gu,eerii . . .. .. . • own 8Y .. .,... YE. .* ":. . .... ' .... - . -.. a . • *))+ = a . I. .. .. ORM BY • *3), WM.. * . 1. . * • . • 1 ' * . 4 * .: *4 : :*. • .1.**...... m.o. 4 . 1.....:, . 10 10.81 12 -I-0C "� ':. r " ' i J � %�) e� � �`� �'". t� 4:~ kTl.' s4"`✓1 \ Y � M ti itl T 4 ( io 14 .r'` 4 �' 'A'� 7Y 10 10.81 12 -I-0C 14' DRIVING LANE To SLOPE SCALE --2 % SL.OPE 42'TO 30' VERTICAL/ HOP ZONT 1- RE1NFORCt116 NO, 4 REBAR ®12," 30' c SO''C/.ST IRON GRAZE 1 FRADE DEETER EOUNORY NO. 3236. . 26.0 L6S. FOR APPROVED EUUIVALENT) JO' a 30' CASI !HON GRATE 1 FRAME. DEETER FOUNDRY N6. 3216. 250 tOS. 1014 APPROVED EUU4VALENT) 10 CONC. SLAB. SCALE: )"=10'._ sp acJtICa nsiilm Y Conc. ebarin) Cast frau t X37,6 )E CAST IRON CURB INLET, GRATE AND FRAME f i I I 14' DRIVING LANE To SLOPE SCALE --2 % SL.OPE 42'TO 30' VERTICAL/ HOP ZONT 1- RE1NFORCt116 NO, 4 REBAR ®12," 30' c SO''C/.ST IRON GRAZE 1 FRADE DEETER EOUNORY NO. 3236. . 26.0 L6S. FOR APPROVED EUUIVALENT) JO' a 30' CASI !HON GRATE 1 FRAME. DEETER FOUNDRY N6. 3216. 250 tOS. 1014 APPROVED EUU4VALENT) 10 CONC. SLAB. SCALE: )"=10'._ sp acJtICa nsiilm Y Conc. ebarin) Cast frau t X37,6 )E CAST IRON CURB INLET, GRATE AND FRAME City Iron a Metal Sta.03+55 Begin 90 LF 16" Bore with steel casing 100 LF - 8" D. LP Sr op - Lok gravity sewer main NEW 18"0,I.P 16" DIP WATER MAIN MIN. 6' BURY NEW 16" OLP WATER MAIN MIN. 6' BURY oadinp Aria and Doan Arso NEW CLEAN-0U't Sta. 04+65 Install -16x6" M.J. Reducer I - 6" Gate valve and box Fire hydrant PVC. SANITARY R 4A NEW 8" PV.C. SANITARY SEWER MAIN Above quantities will lad by Hastings Utilities and Metalled by the contractor (Brick & Asphalt Surface) (abondoned) NEW CLEAN-OUT Speldell Monuments ..... s ... :. ::::..:.::: .......$410 .10 i i., .. ..... ..• :........ :...... .... ....... ....... ... .t :.............. • 1............ .. .....•“•..,.. + + ........... ....... ,.,,,.. + ..............: Enisttt+Q H” uh}.£' sanitary sewers ....,..... f .,............:..„ .. , ..,...1. .. . -.. ,..,.... . ....,»......... ......... .....,........... .. ..,.... .S. ... $ ........... .4. . e . • ... "" ! ....... ......,................. .2 ..,.... .,....... ; • —+ • ...... .1. ......... . .. ......... .1 . ...... .............. .:::.:::: :......:. i .............................. 1001:r 8"0.I.P.,Snap;-Lok gravity newel'mWitt • .:.....,1.77.t,F..- i3.it.liG,: tt.t1,. +...... ....,..,....+ ..................... + ...,. .1. .....,., . .2, .. ... ....... .....:. ..... 4.4• :I. ,,....... ., ........:.....,. 2 ... ........... ..... ..0,101.... ..........1..................4 . 1 ,.......... .. ......... . .............. .......... .. ......................................................... ...... • .......2..................,....„..1... ..................... ............. .... i. .j.. ........ ; 10+00 09+ 00 20` 20' 20' u a: Install M. J. Tee valve and box M. J. Reducer Plug +03, New Monhole re) 10' stub. w Proposed 42 storm sewe .rmr .moi n 0 N ' w z South 4 2' 10+00 • 0 925 • is,.:.. .:........ ,,,.... .,,.. ......... 4 .. . _ :.::........ 0 0 tq: stub Invert to The south FL ;1911.13 New Manhole No. 3' FL 4 1916,80 125' 09+00 Sta. 08+70 Install I -12"x12" M.J. Tee I - 12"x 6" M. J. Tee I - 12" Gate valve and box I - 6" Gate valve and box I - Fire hydrant Existing pre -cast monhole to be remaved of time Of GonStrUctIQn 08+00 100` O 4) 07+00 4.ttVG11E' ?A 1:1/Aiu44 6U'tit.1 ata Existing 8' -VC 9 aone-tory *ewer ,ramoY.9d .9,1 .iI111M.Qt,AAAtiI.r11GIIAt1: 6LF-8" 20' 06+00 90' • 05+00 Existing pre -cast monhote 10 moved of time of Construction.: Station 06+03 Speidel1 Monuments NOTES= There ,ore 3 or 4 existing sonitary sewer services coming out the bock of existing businesses on the east side of alley thot run to the west that will be 'connected at time of construction. 100+ 00 101+00 102+ 00 ........... . .... ................. $ 4444, : ... :......:.: .....:........:.... ...... .:,...:. 4444, ....... ......4..044 ... ..• .... ......... •• ........ .•• . • $t4rte,eeVf►r.+i'tie reiriairsl'a+ic:firtaciad,.... on this•projtet Atong-with.the.ccr*er.tr.oit+ . ........... -I.- . . . .. ..,_ ..... ....,..„.......„. ... .. ....•... 4444 . �., .. . - a New 1.16D g" No, 4 tick + _ 44.. ......, . .. , ........... s .. {, 4.. ....... a:...:.,. :. .. s . ..................... .. ...•. :.. + .., ... 6Te N. y...... 100+00 101+ 00 OHWAY PLATE 1-SINEn*LE PLAP4 A+1� 102+00 103+00 22' - 100+ 00 101+00 102+ 00 ........... . .... ................. $ 4444, : ... :......:.: .....:........:.... ...... .:,...:. 4444, ....... ......4..044 ... ..• .... ......... •• ........ .•• . • $t4rte,eeVf►r.+i'tie reiriairsl'a+ic:firtaciad,.... on this•projtet Atong-with.the.ccr*er.tr.oit+ . ........... -I.- . . . .. ..,_ ..... ....,..„.......„. ... .. ....•... 4444 . �., .. . - a New 1.16D g" No, 4 tick + _ 44.. ......, . .. , ........... s .. {, 4.. ....... a:...:.,. :. .. s . ..................... .. ...•. :.. + .., ... 6Te N. y...... 100+00 101+ 00 OHWAY PLATE 1-SINEn*LE PLAP4 A+1� 102+00 103+00 E8 w NEW 10" D.I.P. WATER MAIN 1LWSAN1'..=‘,P.' t Av Existing Low Pressure Gas Main New Low Pressure Gas Main Existing Medium or High Pressure Gas Main New. Medium or High Pressure Gas Main Existing Water Main New Water Main Existing Sanitary Sewer Main New Sanitary Sewer Main Existing 1 Phase Overhead Electric New 1 Phase Overhead Electric Existing 3 Phase Overhead Electric New 3 Phase Overhead Electric Existing Underground Electric 9 9 9 9 New Underground Electric Underground Electrical Secondary Overhead Electrical Secondary or Street Light Circuit Property Line or Right of Way Line Easement Line 1-3" PVC Sch40 Cable TV 2-4" PVC Sch40 Telephone See Sheets 4 and 5 5'—O" 4'-6" to Top of Pipe Ty 8'—O" Red Warning Tape © 1'-6" Bury Blue Warning Tape 1'-6" Bury New 5" PVC Sch80 3,-0" pica! Trenc New Viater Pipe n Detail Not to Scale eet t 0 • A • A Electrical Padmounted Transformer Existing HU Pole Existing Telephone Pole Proposed HU Pole Existing HU Pole to be Removed Proposed Steel Pole Proposed Traffic Control Pole Existing Pole Transformer Proposed Polemount Transformer Existing 3 Phase Padmount Transformer Proposed 3 Phase Padmount Transformer Traffic Control Signal Arm Existing Mercury Vapor Street Light Proposed Mercury Vapor Street Light Existing High Pressure Sodium Street Light Proposed High Pressure Sodium Street Light Incandescent Street Light Anchor and Guy Wire Electrical Loadbreak Switch Electrical Switch PROJECT NO. SHEET NO. 34-4 (1014) 47 Existing Water Main Valve New Water Main Valve Existing Water Main Reducer New Water Main Reducer Existing Fire Hydrant New Fire Hydrant Existing Sanitary Sewer Manhole New Sanitary Sewer Manhole New Thrust Block Existing Water Main Tee New Water Main Tee Existing Water Main Cross New Water Main Cross Water Service Stop Box Water Service Meter Pit Remove Sidewalk Remove Driveway Remove Pavement `e. Hastings Utilities Hastings, Nebraska Installation of new water and sanitary 19 1; sewer mains on Burlington Ave., A St. to 6th St. Project No. TMT -34-4(1014)' Dsn M. Sidlo suP't. M. Merill Ckd Drwn M. Sidlo W.O.No. Ckd otl Date 4-21-95 Ref mt No. APPKL No. c:\ocadr13\w1n \hu\water\095\sheetb 102+00 103+00 Sta. 103+36 InstallED 1 - 12 M.J. Plug "DZf _ 4.S t i/vF7 - /2 0474 i/D/vi. j_ 6" C,4it: t/ALv. I- /2 "y le " 7e e / _ /3''-X/e.5`r 1- /,,"r ;r[ 1fyc�ranl "v/ /-/8'4(16;0.A Sewer service runs west to the alley Water service runs to "A" Street Burlington Barber Stylists 300 S Burlington 104+00 Sta. 103+45 Install CD 1 — 12"x 4" M.J. Tee 1 — 4" Cut—in valve, box and sleeve % - y-° amend u//2 -- y' C /a.,dls /4717e//14i/Li 1n f7. 4'p7/) 105+00 Sta. 103+ InstallFQ 1 — 16"x 12" M.J. Cross 1 — 12" Cut—in sleeve 1 — 12" Gate vale and box 1 — 16" Gate valve and box 1 — 16"x 12" M I_ Reducer 5 7%1 /067 1.23 4'5.5'.41 5/;4 /06 /9 //0.5.1 7 G5 1"t,l7,fS149v/cE / /,4/.17474 5E/?vice 0o,14ec7 1 (2,06 .7vP X130$. 4h2 e e- /0 / /'/ /11,41 / - d �7'oP Cua � 106+00 City Iron and Metal (new location) .' +001 PROJECT NO. 34-4 (1014) CO Sewer service west to aIle Water se to "A" ry e runs eet KERRCO Inc. 220 S Burlington Subway 208 S Burlington Water and Sewer run out the back and north to South Street Dollar -Mart Plus 206 S Burlington 70 8'-0" 300' O Sta. 107+0 RemoveD 1 — 16" M.J. Ptugf»- trcra.if Sta. 107+ Install 1 — 16"x 16" M.J. Tee 1 — 16" Gate valve and box / /6 YO'/VS TEE - - "EMowis a/1 , "'Oft M7t,fh1/11/r/ / - Gx 9v° 4/60a/ - (, Fare N/D4'4,'t / o 61A7E /A/ Ur S/.n. /07/ Vo 25'.'7 / - 5 ' `i14A/No /.t </ f'e "7244 //vie a(l rr-e / /0' - I/f , 4Wf/3 oc/c� -7YPE zZ 6�i/n/E �' //pi -/3 C S`» /07/ 'iro 70 /ay /00 .? S' 7 e 3-'/o - $"/ /C SR',/Nay Jeal€- mad --1 No water or sewer in this building City Iron and Metal 120 S Burlington NEW 16" D.I.P. WATER -.1 1 4-"-6--ta---be-- Abandoned ea,/ SHEET NO. 48 NEW 1" WATER SERVICE 1 Burlincton Avenue 5" PVC Sch 80 © 5-0" bury with RED warning tape in ditch © V-6" bury, furnished and installed by HU hand Sta. 107+78 Manhole Re/no//ea to be to be abandoned 4"W St Lt Ckt o be ab.ndoned NEW 12 DLP. E 5' - 50' 50' 30' Saint Michtael's School playground Sta 103+36 InstaII D 1 — 12" M. . Plug Platte Valley Sales 223 S Burlington 5/ /oyfco / - /11/94-11-44-e-- " Com,v/.r 2' - a-''8f1Rpe 1-X7or+G d 7/P,e7 57.9 /10"1/ t 0 7 .Q5' A'7 /03 /- 'f 70' _ 4" 5e&-'€ /P'- / - ySan. Spame doA . " San. Seal, 0/16100"/' 160.43' S/A: /0.5 6-5 die R1 705/4.705/65 $2.`1-7 77- .0 //I/ f 7 4'' Pa, Sun,' /v. y Sewe.- 5era, e. w/ / -'i/" ///a \ ,SM /05f lob' 25'W7 >o /051-65 4eViel 70 -57'V /oS/GS 4d br' All ,23-'- 4/" pl/e- 54ni; /ois5e.Jer 5e -d ie e. w/5/" p/c .s Plug 2 , tall 16" M.J. S =� Sta 103+43 Install 1 -! 12"x 6" M.J. Tee 1 —1 6" Gate valve and box 1 fire hydrant - /— /g''Cxfees;or 7,93`±- W4-,?/n.9/N Sta. 133+45 Removed Contractor to remove and s Ivage exisiting fire hydrant, valve nd box Water Main Quantities 16" D.I.P. Water main 48.15' 5 Lin. Ft. 12" D.I.P. Water main X4/33 Lin. Ft. 6" D.I.P. Water main -6.,s',5 Lin. Ft. 4" D.I.P. Water main -5 h/ Lin. Ft. 16" Gate valve and box 2 Each 12" Gate valve and box -2- 1/ Each 6" Gate valve and box "I- 3 Each 4" Cut -in valve, slv. & box 2 Each Fire hydrant 4- 3 Each Toe 35b * Pound3 16-x 12- M.J. (l) 16"x 12" MJ Cross (1) 323 * Pounds 16"x 16" M.J. Tee X) 2. 3.24-* d46 Pounds , 12"x 6" M.J. Tee (4 2 161 *32x' Poupds Pounds 282 * 12"x 4" M.J. Tee (2) 12" M.J. Cut -in sleeve / 4-4Q-* ,2.20 Pounds ''.7..."; ': w T cttc vurwo ", __ M.J. Sel;d' �tecvc (1) 36 Po Aq. 16"x 12" M.J. Reducer (1) 305 * Pounds 12" M.J. Plug (7) / +58' * 65' Pounds Remove & salvage hydrant ** 2 Each Concrete thrust blocks 7 (7 Each * Weights include mechanical joint accessories ** Salvaged materials are to be returned to Hastings Utilities j CITY legsletlgD /- HYDRAAIT 5'74 /03 1.9'6. .S �f..s ' R 7 /0.3 t 9 9. s .3 /- /'' 6ciale/ 5 ?� '• L 1 /w,Ver Serv-ce C,oneleec7/0h l .- /` C1. orb S/°/' d 30)c 574 /03-k9s'.3 0',g9 /- Cuba s -70/2d /o>< I2e/nova/ 90, ,e7 Sanitary Sewer Main Quantities ,moi Manhole RE/2ovf49 2 Each Sewer runs east to the alley 97-5 Sta. 103+9S InstallEw 1 — 12"x 512;',0 M.J. Tee 1 — 12" -C sleeve 2 4- — 12" Gate valve and Q0.3 - /J'' Ashton Place No information on water and sewer services 574 /o6 /82 55R7 70 /07168 f41- //' jOafev'6e.rL, - /"' tea ee *Se et) Cotinee/;o'` /- 04 5/Q112 19cX Pmode. 1- /if eCii4 5 fopd Boo Speidell Monuments 201 S Burlington No information on water service 8'-O" 57,9 /06 / s33 55-',ei -76 /O 27 r '2 ,P7 59/._ f" wale, sera, e.'- I -- j�a/er 5et&'+r %;oi^ C oAn e s/o/a�/°/ I - / COrh do -e_ � 1 4" M.J. So1+d sleeve 1 — 4" Cut—in valve, box and sleeve NORTH Scale: 1"=20' 20' 0' E> 20' 40' 60' Sta. 107+03/4s eUmoveD 1 — Cpontraerkn—I-e removed and salvage. existing fire hydrant and shall be considered subsidiary to water main installation ** Utilities Engineer ` Pa 19� 41xu4c.^ City Engineer PIPE: STARTED: CONTRACTOR: COMPETED: Hastings Utilities Hastings, Nebraska Installation of new water and sanitary sewer mains on Burlington Ave., "A" St. to South St. Project No. TMT -34-4(1014) Ds" M. Sidlo suet. M. Merrill Ckd °n"" M. Sidlo W.O.No. Ckd /e--, No. Revision By Ckd APP Date 4-21-95 Ret'mt No. APP kL No. c:\weftt''\ocodwin\hu\wat+ .d NOTE: 5" and 4" PVC Duct from Station 103+50 to 114+00 Furnished and Installed by HU 5" and 4" PVC Duct from Station 114+00 to 131+50 Furnished by HU Installed by Water Contractor All Elbows Installed to be Galvanized Steel as Furnished by HU Speidell Monuments 201 S Burlington No information on water service 8'-O" 57,9 /06 / s33 55-',ei -76 /O 27 r '2 ,P7 59/._ f" wale, sera, e.'- I -- j�a/er 5et&'+r %;oi^ C oAn e s/o/a�/°/ I - / COrh do -e_ � 1 4" M.J. So1+d sleeve 1 — 4" Cut—in valve, box and sleeve NORTH Scale: 1"=20' 20' 0' E> 20' 40' 60' Sta. 107+03/4s eUmoveD 1 — Cpontraerkn—I-e removed and salvage. existing fire hydrant and shall be considered subsidiary to water main installation ** Utilities Engineer ` Pa 19� 41xu4c.^ City Engineer PIPE: STARTED: CONTRACTOR: COMPETED: Hastings Utilities Hastings, Nebraska Installation of new water and sanitary sewer mains on Burlington Ave., "A" St. to South St. Project No. TMT -34-4(1014) Ds" M. Sidlo suet. M. Merrill Ckd °n"" M. Sidlo W.O.No. Ckd /e--, No. Revision By Ckd APP Date 4-21-95 Ret'mt No. APP kL No. c:\weftt''\ocodwin\hu\wat+ .d 108+00 .51'.<" /07,x/3 A.)/6 -67/7 io Ft -76, 5 Ai7 /32'— Al# £e'- P/°' C..ieeir10411- donriec/ Sem bre! 5e&" S'? /07,(,,6 7.0 /08.'180 l/o / ala /et, Sei-c,;e.e. — tx/a fed- doi,riee../ioin - /" CoP.,6 5/0P 4')L -/"4'-6 5/fl go eft/Cie/4 / 109+00 City Iron and Metal 120 S Burlington 110+00 In 4"W (to be abandoned) 0 0 0 0 0 0 —E -- 5 –Q Water Main Quantities 16" D.I.P. Water main 1-614/.,5 Lin. Ft. 12" D.I.P. Water main 0 8'2 Lin. Ft. 6" D.I.P. Water main Ja": 9 Lin. Ft. 16" Gate valve and box 1 Each 12" Gate valve and box 2 Each 6" Gate valve and box 1 Each Fire hydrant 1 Each 16"x 12" M.J. Tee (1) 356 * Pounds 12"x 6" M.J. Tee (1) 164 * Pounds l', 90 a€1444 3.2t4. * Pounds . Each 1" Water service .......i..........--:..„..................... --- , •••••11.110.16, 0 Lin. Ft. 2" Water service conn. 16"x 12" M.J. Reducer (1) 172 * Pounds Thrust block / 5' Each * Weights include mechanical joint accessories Borley Moving and Storage Inc. 138 S Lincoln E 6"W 4/4"'S IC be Abcdilarteif L Western Veterinary Supply Inc. 120 S Lincoln E be d on e d E Burlington Court (to be removed) 6"W Burlincton Avenue 111+00 411111 Hn I ffl Gerritsen Auction 102 S Lincoln Sewer service runs to Burlington, location not known 1-4 (to be abandoned) E 5'-0" 112+00 Water & Sewer Service Quantities NOTE: 5" and 4" PVC Ducts from Station 103+50 to 114+00 Furnished and Installed by HU 5" and 4" PVC Ducts from Station 114+00 to 131+50 Furnished by HU Installed by Water Contractor All Elbows Installed to be Galvanized Steel as Furnished by HU ...an. . Water & Sewer Service Quantities 4----biarr:—.3.01r-,--5-evtee—eem9. 1 Each4- .. ...an. . 4 Lach 4 Po Un.Ft. San. swr. service 1 Each 5e-F. slir. an out 1" Water service conn. / / Each 1" Curb stop and box 7 / Each Rem. 1" curb stop and box /1 Each 1" Water service 34 /4 Lin. Ft. Bore for 1" service 0 Lin. Ft. 2" Water service conn. 0 Each 2" Curb stop and box 0 Each Rem. 2" curb stop and box 0 Each 2" Water service 0 Lin. Ft. Bore for 2" service 0 Lin. Ft. 20' NORTH Scale: 1"=20' 0' 20' 40' 60' 113+00 2,,t40,144.1.4410 be '.:Ibandonecr., LO 5" PVC Sch 80 © 5'-0" Bury with Red Warning Tape in Ditch © 1'-6" Bury Furnished and Installed by HU Coldwell Banker (to be removed) I I I I I I I I I I I 6"S NIW 4 SBVER SER NEW 1" WATER SER\ 37/1-2 Sta. 113+4* InstaIWP /14///o 1 — 16"x 12" M.J. Tee 1 — 16"x 12" M.J. Reducer -4=1=6gctif=cTilpiccu=;TFR box 2 — 12" Gate valves and boxes ,, X IS .J. 0 C C -t" 6"Iir PROJt SHEET NO. 34-4 (1014) 49 114+00 a) Zaj (13 —1 zi / /6d x /6 44,J. ree_ /6" in. i. /9/w - soh/6 : / - /. Gtre-V4/06 lo Sleeve_ .2 ' / - / 2 / ' ,. /1/4 06(2111 Reflections Hair Salon 827 W 1st - /2" f 10.47E/P m 4 / /.'/. 52 - /6" py W41,eern.4//1/ UtiOties Engineer NEW 1" NEW 0 0 -0 0 0 V ACME Printing 109 N Burlington o be abando;ed) See Sheet 8 for Details PVC Sch80 5'-0" Bury with Red Warning Tape in Ditch © 1'-6" Bury Furnished by HU Installed by Water Contractor 12" D.I.P. Wi'iTER MAIN 70' 6"W — ft 5 W iiWATER SERVCE 0 -a L._ 0 0 0 a) 0) •_ a) 0 Go 8'-0" 0 1,75 St?.. 114t/9e ,7e,em 1 — 12' x 6 M.J. Tee 1 — 6" Gate valve & box 1 — Fire Hydrant fire dydrani lert5,on Water contractor to begin Installation of 4" and 5" P.V.C. ducts. Conduit fur— nished by Hastings Utilities. See typical trench detail on Sheet No. 3. Sanitary Sewer Main Quantities Meerfeirefr Manhole Removed Each 771 V City Engineer PIPE: STARTED: CONTRACTOR: COMPLETED: Hastings Utilities Hastings, Nebraska Installation of new water and sanitary sewer mains on Burlington Ave., So. St. to 1st St. Project No. TMT -34-4(1014) Dsn M. Sidlo SuP't M. Merrill Ckd Drwn M. Sidlo W.O.No. Ckd No. Revision By Date Ckd ARP Dote 4-21-95 Ret'mt No. No. App L .:\acadriVyrorrodrtinViu\wo \09 114+00 ACME Printing 109 N Burlington Water and sewer services run west to the alley 115' 115+00 DeMars Distributing Co. 111 N Burlington (to be abandoned) 25' 5" PVC Sch 80 © 5'-0" bury with RED warning tape in ditch © 1'-6" bury, furnished by HU and installed by the water contractor 5" Rigid Elbows (Long Sweep) Fut ai by HU Installed by Water CDntroctor 1 116+00 Auto Glass Center 131 N Burlington 125' J 4" W — — 1 I_ w 0 z cc L) 0 o z 117+00 Sta. Ins 118+00 6 .63' Tribune Building 908 W 2nd Winkelbauer Photography 900 W 2nd e L_ Contractor to rer of existing flowa foundation walls construction. Sub water main cons toveD 35 cu yds ble fill and during time of sidiary to truction. 265' z 6" W - (to be abandoned) 119+00 Water runs northwest to 3rd St., no information on sewer service Berk's Tire & Muffler 237 N Burlington WN .ii CT NO. 34-4 (1014 SHEET N0. 50 CDISSEPT 95 120+00 Sta. 118+72 AdjustxDmanhole to grade 5" PVC Sch 80 © 5'-0" bury with RED warning tape in ditch © 1'-6" bury, furnished by HU and installed by the water contractor 5" Rigid Elbows (Long Sweep) Furnished by HU Installed by. Water Contractor 6" W 6" W to be abandoned) CD CD M NEW 12" D.I.P. WATER MAIN NEW 0" D.I.P. WATER NEW 10" D.I.P. ATER MAIN E—s 11 to w 125' 7)' 125 8'-0" Sewer service runs to lley, location unknown Eakes Office Products 8'-0" -- w z w z 839 W 2nd S QA //Ai 14/3 Na '4'7 7) /Pit' ys 5 7'k'7 /0- /'' t<1.4 S‘/C' !l / / - / (t/,174=7 5t/ev/C deintleehakt tl5ED rXi.s/ung curb s/YP Sta. 115+32 -1/42.7/R7 AdjustEomanhole to grade Switch No. 4 See Detail "D" Dwg. E—UD-241 Sheet 8 4" PVC Sch 40 © 4'-6" bury with RED warning tape in ditch © 1'-6" bury, furnished by HU and installed by the water contractor. Remove and replace 96 Sq, Yds., concrete. 5 7,7 , /i° it 79. S /r'7 S7// . //G it- 7 9. 5 .0 7 1.5"i — /0" ,O I P t✓,4 7Eir /77/9,,t) / /b" S014 S/evve- / /0,,X,l3caaj ,2 -- i 2 X ,ys' 36.5 � — /0" /0 fp a/A7e,- 014; '1 ,y, — G `' ,a 1' bog /4'k- m4/ ti w W 0 0 c Sta. 116+8-0 Installs/' -31 1 — 12"x 10" M.J. Cross 1 — 12"x 10" M.J. Reducer 1 — 12" Gate valve & box 3 — 10" Gate valves & boxes 1 — 10"x 6" M.J. Tee 1 — 6" Gate valve & box 1 — Fire hydrant :- ? - J " F. Aydect'u exLe'15r on 0 0 4) 0 D c 0 0 v 0 Strand Building 4" PVC Sch 40 © 4'-6" bury with RED warning tape in ditch © 1'-6" bury, furnished by HU and installed by the water contractor. Remove and replace 54syds of concrete. Switch No. 5 See Detail "E" Sheet 8 No information on water and sewer services Sta. 11 Adj u 0 Existing Pole Install: 1 —4" Rigid Elbow 10'-4" Rigid Conduit Furnished by HU Installed by Water Contractor Water Main Quantities 12" D.I.P. Water main 2 0 Lin. Ft. 2e/ 10" D.I.P. Water main 4 1/117 Lin. Ft. 6" D.I.P. Water main ='/.75 Lin. Ft. 12" Gate valve and box 1 Each 10" Gate valve and box 3 Each 6" Gate valve and box 1 Each Fire hydrant 1 Each 12"x 10" M.J. Cross (1) 253 * Pounds 10"x 6" M.J. Tee (1) 140 * Pounds 12"x 10" M.J. Reducer (1) 136 * Pounds 10", 45' M.J. Bend (/) Pounds z24 *//2 Each Remove & salvage hydrant ** 1 Each Thrust block c Each - * Wei=ghts include mechanical joint accessories ** Salvaged materials are to be returned to Hastings Util t es Sta. 115+29 4,0/ o.a' 1 Adjusi nanhole to grade 57/1 1' A.t/ 7"._ /4 its /a .5 '/3-s 477' f,_.... 2 " Wale, ,$e -u' / " tv.9te- Seeu;e ccon ec/iv�� / - 2" curd 570/' ,130A / 2" dUrb 61op I /PoX !rernoue Water & Sewer Service Quantities 4" San. swr. service conn. 0 Each 4" San. swr. service tap 0 Each 4" San. swr. service 0 Lin. Ft. 4" San. swr. clean—out 0 Each 1" Water service conn. -jk 2 Each 1" Curb stop and box - „2 Each -6- 'F tan - a1" Rem. 1" curb stc 20 1"Water service -3-2-5 /9 Lin. Ft. * SO Ltn. rt. Dor. for 1 service 2" Water service conn. X' 2 Each 2" Curb stop and box — .. Each Rem. 2" curb stop and box X 2 Each 2" Water service 4-877 c' Lin. Ft. t. -Lin. I - C Dore for 3e+v ee uJ w z N UD c— N 20' NORTH Scale: 1"=20' 0' 20' saga Sta. 117+41 Remover) Contractor --1470.- remove° and salvage existing fire hyd/ - //O" A' /-iaant ` q%n,ng C/a I 9 .1/6,t '79. 5 7G'R7 70 //7t 'p, 74',i'7 5'1. • S' — 2 "Wa/ er Sc,•�, e. g C a'/j 5112P L3C /. / - 2 Curb slop 'Bei Re+novl 7-11 Gas Pumps w Pavement Quantities NOTE: 5" and 4" PVC Duct from Station 103+50 to 114+00 Furnished and Installed by HU 5" and 4" PVC Duct from Station 114+00 to 131+50 Furnished by HU Installed by Water Contractor AM Elbows Installed to be Galvanized Steel as Furnished by HU ,,/,33 20' NORTH Scale: 1"=20' 0' 20' saga Sta. 117+41 Remover) Contractor --1470.- remove° and salvage existing fire hyd/ - //O" A' /-iaant ` q%n,ng C/a I 9 .1/6,t '79. 5 7G'R7 70 //7t 'p, 74',i'7 5'1. • S' — 2 "Wa/ er Sc,•�, e. g C a'/j 5112P L3C /. / - 2 Curb slop 'Bei Re+novl 7-11 Gas Pumps w Pavement Quantities RemoveoPavement 150 Sq. Yds. Build 8" Concrete Pavement '1/8.3 Sq. Yds. Sanitary Sewer Main Quantities Adjusteomanhole 3 Each Utilities Gas Tank Fill Caps 5/4 //9 74 35 4')' R7 //9/36 5'o/R7 �'— /"Wale' Service / - /if a/aler Se,utc e CeimeEno-, / - /" G' orb Sic? 00x 5'0'g' sewer service Furls to the alley Electric Main Quantities Install 5" PVC Sch80 7/4 5^' Lin. Ft. 670 Install 4" PVC Sch40 1 ,,/,33 Lin. Ft. 5" Galv. Sti. Elbows -6 R. * -8" y Each 4" Galv. Stl. Elbows -36" R. * -6- 5 Each Install 4" Galvanized Steel Conduit 20 Lin. Ft. Red Warning Tape * 796-7/6,7° Lin. Ft. * Subsidiary to installing pipe R5"Pi6El46h-4.55 EU.do4.✓S q fey 3evi< ity' Engineer PIPE: STARTED: CONTRACTOR: COMPLETED: Hastings Utilities Hastings, Nebraska Installation of new water and sanitary sewer mains on Burlington Ave., 1 St. to 2nd St. Project No. TMT -34-4(1014) °sn M. Sidlo Sup't. D"'n M. Sidlo W.O.No Dote 4-21-95 Ret'mt No. ri11 Ckd Ckd No. N°p kL c:\acodrl3\ocadwin\hu\woter\095\sheet3.dwg 120+00 5>4/a/t97,.5 35927- 579/,7/-99 51'4 /;ta / 37.5 gi'i27 - 57-91.22/JV 11/517 /" /q/a/e.- Szrvic e_- -;' / r< /,rr.q/er Serv;et - $o t /1/ aide.,Seeu.et Ca/b01 - /a 5 35`.e> -i2.2/-975'36','7 /q L, rJ S /'o, ? Boxes /I F.fr/ i3o'-» for -02 ///male,-Cjeroe-e, C) 68 63' 121+00 Sta. 120+14 Remove® Contractor to remove and salvage existing gate valves and boxes— subsidiary to main's installation.** SA1 /a a/ /.2 Cued 5/aro tI /90 X 19 5/g /.10 /f. 5 /2a i oo r�'t /3o r e_+r/ ,dO'- /0'1 404/e,-)179.,•/ 30 /o" 50A id 5/e eve- .2- /or rC 2.2' igen/ ie/f,# SS sewer service runs west to alley, water service runs southwest across 3rd St. Re -New Christian Resource Center 303 N Burlington �j 10"w NEVI 10" D.I.P. WATER MAI Q E 70 C 122+00 Moore Music Co. 313 N Burlington Sewer service runs west to the alley 265' Sherwin-Williams 315 N Burlington 1 -4" PVC Sch4O Furnished and Installed by Telephone Co. --,N, o be abandoned) W 5" PVC Sch 80 © 5'--0" bury with RED warning tape in ditch © 1'-6" bury, furnished by HU and installed by the water contractor 6"W BLrli n 4 5" Rigid Elbows 2-4" Rigid Elbows Furnished by HU 9-4" Rigid Elbows- 6"W Telephone Co. g on 123+00 Sewer service runs west to the alley Detail -Plus 321 N Burlington _`'i1:9 /aat5.3•s 30'Q7 i'ei our'i /- /`t dNrb 5lo%2f /aY 514 /:42 S'F' No' R7 - /.2.z t -5'54,4.5' AV s' - 1" ttva/t"- Services / - /1, /i/a/e, Sero/Geta.7"Zc/;v.+ / - /t" e u"6 s70P i Bor, m/pit ven e ER SERVICE E Furnished by Lincoln 14-3" Rigid Elbows Furnished by Installed by —8--0 v • E rr 541. tad %!v 27 /ie7' 99,75' '— /fi " DIP W 4 /Crm4,4 2 — /6"), J© /VS lee 'S /73-31 — /O vafp Glia/rhmein Sta. 120+73 Remove Contractor to remove and salvage existing hydrant z rn Sta. 120+1 J6InstaIIL0 )7e R7 ,, 3 — 10" Gate valves & boxes 2 10, 45 M.J. Bcnd Sta. 120+44 4 Install 'D 5'8 /R" 1 — 10" Cut—in valve, box and sleeve Water Main Quantities 10" D.I.P Water main .f7+0 "coo Lin. Ft. 8858.03 6" D.I.P. Water main Lin. Ft. Lin. Ft. 31 413.3 4" D.I.P. Water main 15 Gro, Lin. Ft. Each 10" Gate valve and box 7 Each 6" Gate valve and box 1 Each 4" Gate valve and box 1 Each 10" Cut -in valve, slv. & box 1 Each 6" Cut -in valve, slv. & box -2- / Each Fire hydrant 1 Each 10"x 10" M.J. Cross (2) 376 */88 Pounds Install 4" Galvanized Steel Conduit 10"x 6" M.J. Tee (1) 140 * Pounds 10"x 4" M.J. Tee (1) 121 * Pounds 10"x 6" M.J. Reducer (2) 152 * Pounds X 10", 45° M.J. Bend (2) 221 *//a. Pounds 6", 45' M.J. Bend (4) " A */(5-6 ands _ 4", 45' M.J. Bend (2) 1 R ."d` E ___ Remove & salvage hydrae' Thr,. �,« b '. /6 ** s r,ciude rne, r.:; .icc :fed materials are >>e ec Switch No. 6 See Detail "F" Dwg. E -UD --241 Sheet 8 Telephone Pedestal Cable TV Pedestal Existing Pole Install: 1-4" Rigid Elbow 10'-4" Rigid Conduit Furnished by HU Install: 1-3" Rigid Elbow 10'-3" Rigid Conduit Furnished by TCI Cable TV Install: 1-4' Rigid Elbow 10'-4" Rigid Conduit 1-4" PVC Cap on End of 4" PVC to be Laid © 4'-6" Bury Furnished by Lincoln Telephone Company Installed by Water Contractor eg 1:000A ater Contractor Applause Video 314 N Burlington Little Ceaser's Hastings KENO 8'-0" 125' CO Sta. 121 t- 99 Adjust[Pmanhole to grade 6"W w 8'--O" c. (to be abandon$ 0) Q.) (f) 58. 1 24+00 Effin 16.2'A27 Sta. 123+244" Installe'D 1. — 10"x 10" M.J. Cross — 10" Gate valves and and boxes 5�r-- /p"%JJP 4Jcfe-m4;+\ Sta. 121 +S Install'd 1 — 10"x 4" M.J. Tee 1 — 4" Gat valve and box 2 — 4", .4" M.J. Bends 6.6S' - '/" .D.;r' l /m/✓er rlla: Sta. 123+44 & 123-F5=1 InstallED 1 — 10"x 6" M.J. Reducert — /o g' '5°° J Bv��+/p.5 az z 1 — 6" Cut in valve, sleeve S 7' . / 476'' / '- - ?0 /23i6'3 17,9/ r..- 6,"421/' (,f/47erm4;rt 23.15' — /d "D1P I/14/e,, No information on water or sewer services 3 - 4" PVC. Sch 40 and 1 - 3" PVC Sch 40 © 4'-6" bury with RED warning tape in ditch © 1'-6" bury, furnished by HU and installed by the water contractor. Remove and replace 252 Sq. Yds. of concrete. .9444:5- 2 75%5" •:5-275%5 NORTH Scale: 1"=20' 20' 0' 20' 8'-0" A 70 Sta 123+51 Install/ED 1 — 6" Cut—in valve, sleeve and box Sta 123+-& 123+51 Install / �.. �� 506;/7 5//ec'e 1 — 10"x 6 M.J. Reducer 2, — 6", 45° M.J. Bends //.3 /a 01P Gea/er v74,, -t 6e" O%'/ wa/ermu;� 57// /a -vi- 925 '12, R7 - /as,ov 95%47 %U' - /Wry/t,- 5e,c./ fva/er SCrv,c . CtJo/1ee1;0.1 / - /'Curb 5"/or/ d flex. 1•421 r - Uoree% /s c' 414' ,,S0rai'4'e- 4"W E 125+00 PROJECT NO. I SHEET NO 34-4 (1014 51 R 1 ; 5 -St -Pr. 95 126+00 Electric Main Quantities Install 5" PVC Sch80 .f7+0 "coo Lin. Ft. Install 4" PVC Sch40 8 74%eit, Lin. Ft. 5" GaIv. Stl. Elbows -60" R.* -6- /o Each 4" Galv. Stl. Elbows -36" R.* - 26 Each Install 4" Galvanized Steel Conduit 28 0 Lin. Ft. Red Warning Tape* Zo$Z. Lin. Ft. Install 3" PVC Sch40 7116,5'8"' + Lin. Ft. 3" GaIv. Stl. Elbows -36" R.* /p 44- + Each Install 3" Galvanized Steel Conduit Q -215 + Lin. Ft. Install 4" PVC Sch40 ''7o,gef1-3.60 ++ Lin. Ft. 4" GaIv. Stl. Elbows -36" R.* p 2. ++ Each Install 4" Galvanized Steel Conduit D -z''& ++ Lin. Ft. 4" PVC Caps* e + + Each BoRINb30 I Aid fl.7 .+ Material to De rurnlsri u Dy i sable IV ++ Material to be Furnished by Lincoln Telephone Company * Subsidiary to Installing Pipe t / 9 H?.,S ,'7 - /25-a? / N $'-5- 7 " - S7'- 2" (iia? !r / 5ervecc Connce-/i0h / _ .V1evr6 .�/cRC'S A'enav-e./ / - .2''C7.ur.6 S/aP 265' 1 - 5" PVC Sch 80 furnished by HU 2 - 4" PVC Sch 40 furnished by Lincoln Telephone Co., 1 - 3" PVC Sch 40 furnished by TCI Cablevision © 5'-0" bury with RED warning tape in ditch © 1'-6" bury, installed by the water contractor tij ---.r,/T7t17 See Typical Trench Detail on Sheet 47 40' 60' t 4"W (to be abandoned) NEW " D.I.P. WATER MAIN —" '-'E7T/ 117 125' //jo ? FOurr/D Sta. 125+35, 52.5' Rt. Adjust manhole to grade 5/4 /2•11// 4,,,2!..," R7' ---1----22:1-61e1 ie. L1/4/4 -/2„ce171e.U1/4/4/< Sta. 124+ Insta114D -i 10"x 6" �rM J. Tee/ +c 1 — 1 — 6" Gate valve and box 1 — Fire hydrant 7,5 ~'" 6o' DlP G+/q/evmu ; Pavement Quantities Remove Pavement Build 8" Concrete Pavement 337 337 4"W E Sta. 125+35, 43' Rt. AdjustF4nanhole to grade — 8'-0" 4"W r7 2-5" Rigid Elbo s 2-4" Rigid Elbo s Furnished by HU 10-4" Rigid Elb•ws Furnished by Lin oln 6-3" Rigid Elbo s Furnished by TCI Ca Installed by Wat-r C elephone Co. t'e TV ntractor Switch No. 7: See Detail "G" Dwg. E -UD -241 Sheet 8 Telephone Pedestal Cable TV Pedestal 1 - 4" PVC Sch 40 furnished by HU 1 - 3" PVC Sch 40 furnished by TCI Cablevision 2 - 4" PVC Sch 40 furnished by Lincoln Telephone Co. © 4'-6" bury with RED warning tape in ditch © 1'-6" bury, furnished by HU and installed by the water contractor. Remove and replace 85 Sq. Yds. of concrete. Sq. Yds. Sq. Yds. ,LM D ConicRg7-6 o vim' iJCR Arch/ /.7.97_5 ab 593 sae Sanitary Sewer Main Quantities AdjustaManhole Z. Each Water & Sewer Service Quantities 4" San. swr. service conn. 0 Each 4" San. swr. service tap 0 Each 4" San. swr. service 0 Lin. Ft. 4" San. swr. clean-out 0 Each 1 " Water service conn. -3- I/ Each 1" Curb stop and box Each -3- -"/ Rem. 1" curb stop and box -3- 2 Each 1" Water service 12 Lin. Ft. ,25'(� Bore for 1" service @ Lin. Ft. ,' 2" Water service conn. -e / Each 2" Curb stop and box -& i Each Rem. 2" curb stop and box --Et / Each 2" Voter s ;rvice -e- 7 Lin. Ft. Bore -9- Lin. Ft. _„,. V',, 10 ,A, -' inch., P.- Tat, New Pole Install: 1-4" Rigid Elbow 10'-4" Rigid Conduit Furnished by HU 1-3" Rigid Elbow 10'-3" Rigid Conduit Furnished by TCI Cable TV 1-4" Rigid Elbow 10'-4' Rigid Conduit 1-4" PVC Cap on End of 4" PVC to be Laid © 4'-6" Bury Furnished by Lincoln Telephone Co. Installed by Water Contractor 1 4” Rigid Elbow Furnished by HU 1-3" Rigid Elbow Furnished by TCI Cable TV 2-4" Rigid Elbows Furnished by Lincoln Telephone installed by Water Contractor Z *4 f .2%(1a 4eA--- ity Engineer No. Re PIPE: STARTED: CONTRACTOR: COMPLETED: Co Hastings Utilities Hastings, Nebraska Installation of new water and sanitary sewer mains on Burlington Ave., 2nd St. to 4th St. Project No. TMT -34-4(1014) Osn M. Sidlo Sup't. n M. Sidlo W.O.No. 4-24-95 Ret'mt No. Merrill Ckd Ckd t App C c:\acadr 13\ocadwin\hu\water\095\sheet4.dwg 126+00 5 �'A /a(o r 7h/ A/2,5" /?7' _ /.? G 7/. S S, ,e9 S"'- 2 "Gda/ems Sehv;c2 ! -.2" J / - 5'e: -v cR C04neo/ on �// —.2 " CuSh rb op d Dox Re/navel / - C.: a, -Z Slop c Bois S79. /2 6 /G VJ'497 /-e'6',4/1 y2' Al' %p/''a/ee Seru'G-e_ / - / /' 1t/a/er Se" -'G{ nrleC �;v /- /" durb 5/0/0 z/3cx 3' 13,,,,,ja */a/``" Se u:'c e Sewer service runs west to the alley Nebraska Land Partners 419 N Burlington E --- 4"W 4 v u, 8'--0" ®? - I i D.I.P. WATER MA!N 127+00 68 63' 4"W - E (to be abandoned) 128+00 L First St. Paul's Lutheran Church 501 N Burlington 5'7,4 /.7Y`,e7. / ', f°Yo R.b' ;? /.rl e { e :- Se. --'- j - �' We, lee'..aleC do"/led/Oh / - "e- /r44 57-o/.) i3 c',,( vr�( Re;,,o/ Card S/o,.7 d fox /3,ri/,3 aZ'' u/a/e. v2rL."Ce Parsonage 511 N Burlington 265' 129+00 r Sta. 130+21 InstallED 1 - 6" Cut -in valve, box and sleeve erid Sta. 130+11 InstallE0 - 6", 45° M.J. Bend - 10"x 6" M.J. Reducer C- G '' p719 Gikl le ryyj 4,1'1 Sta. 130+11 InstaIIED 1 - 10"x 6" M.J. Tee 1 - 6", 90° M.J. Bend 1 - 6" Gate valve and box 1 - Fire hydrant .:i5 ' - 6" .LZ exJ 4 9E,('ri4 , x: WATER SERVICE W z 4"W 1 BL E rHn g 4"W o� Avenb e Sta. 130+13 Remove of Contractor to remove and salvage existing hydrant 0 8'-0" 4"W (to be abandoned) 0 ' 0 a rq 130+00 D� NOTE: Underground sprinklers in area 4"W NEW 10" D..P. WATER MAIN w Z Q 0 o belobondoned 5'-0" T N St. Mark's Episcopal Pro -Cathedral 422 N Burlington Sewer service runs south to the alley TV'.—m mamma& mamma= `. —. t a" ' 68 63 131+00 Existing Pole Install: 1-5" Rigid Elbow 10'-5" Rigid Conduit Furnished by HU Install: 2-3" Rigid Elbow 20'-3" Rigid Conduit 1-3" PVC Cap Furnished by TCI Cable TV Installed by Water Contractor 1-5" PVC Sch80 © 5'-0" Bury Furnished by HU and 2-3" PVC Sch40 © 5'--0" Bury Furnished by TCI Cable TV with Red Warning Tape in Ditch © 1'-6" Bury Installed by Water Contractor Sta. 130+-8'31`,,-, Adjust manhole to grade 1-5" Rig i Elbow 60" Radi,U Furnished by HU 1-3" Rigi Elbow 36" Radiu Furnished by TCI Cable! TV I Installed by Water Contractor �— E y 6441 -r. — E7-_ 44' 125' 7 w z Switch No. 8 See Detail "H" Dwg. E -UD ---241 Sheet 8 S74 . /,27/2'/ '.2'04'7 /.a7tas 58;5e' /" d!%a/e," Seev,G2- /- /" �(fcvlCr SCS•( C� d,,n/aeci.Ora /- 1'1 Curb 5/0p /3ok / /- //' d ,e1, 5102 t %3o r` /1�P:7i o vP�f Water Main Quantities 10" D.I.P. Water main 0 Lin. Ft. -5'1,q 6" D.I.P. Water main - yy.75 Lin. Ft. 10" Gate valve and box -2- 3 Each 6" Gate valve and box 2 Each 6" Cut -in valve, slv. and box 1 Each Fire hydrant 2 Each 10"x 10" M.J. Tee (1) 171 * Pounds 10"x 6" M.J. Tee (2) 280 * Pounds 10"x 6" M.J. Reducer (1) 76 * Pounds 6", 90° M.J. Bend (1) 70 * Pounds 6", 45° M.J. Bend (2) 124 * Pounds Remove & salvage hydrant ** 1 Each Thrust block .CT°' 5' Each * Weights include mechanical joint accessories ** Salvaged materials are to be returned to Hastings Utilities 1 - 3" PVC Sch 40 © 5'-0" bury, furnished by TCI Cablevision 2 - 4" PVC Sch 40 © 5'--0" bury, furnished by Lincoln Telelphone Co. 1 - 5" PVC Sch 80 © 5"-0" bury with RED warning tape in ditch © 1"- 6" bury, furnished by HU and installed by the w ntractor -r— U Hastings State Bank 530 N Burlington Sta 127+29 Installed 1 - 10"x 6" M.J. Tee 1 - 6" Gate valve and box 1 - Fire hydrant 2" / — /8r " 6",e /i/ens,'o /5_— 6'' /.�1/- tao/er Water & Sewer Service Quantities 4" San. swr. service conn. 0 Each 4" San. swr. service tap 0 Each 4" San. swr. service 0 Lin. Ft. 4" San. swr. clean-out 0 Each 1 " Water service conn.' / Each 1" Curb stop and box - • / Each Rem. 1" curb stop and box / Each 1" Water service Install 3" PVC Sch40 Lin. Ft. 1 90 Bore for 1" water service -8- Stir Lin. Ft. 2" Water service conn. .' 2 Each 2" Curb stop and box X' 2 Each Rem. 2" curb stop and box 85fr ++Q Each 2" Water sgrvice / 9G Lin. Ft. 47er 5(i(c Bore for -0- 1/-2 Lin. Ft. 458 Sanitary Sewer Main Quantities move san. swr. manhole I 1 Each 'd san. swr- mcnhole 1 F n lc . nhc. me..,. bc,. 8 Ft 10' - 4" PVC Sch 40 © 4'-6" bury furnished by Lincoln Telephone Co. and 10' - 4' PVC Sch 40 © 4'-6" bury with RED warning tape in ditch © 1'-6" bury furnished by HU and installed by water I contractor (HU to intercept and connect I existing PVC) See Typical Trench Detail on Sheet 47 NORTH Ell> Scale: 1"=20' 20' 0' 20' 40' 60 Di' 1 - 3" PVC Sch 40 © 5'-0" bury furnished by TCI Cablevision and 2 - 4" PVC Sch 40 © 5'---0" bury furnished by Lincoln Telephone Co. 2 -- 5" PVC Sch 80 © 5'-0" bury with RED warning tape in ditch © 1'-6" bury, furnished by HU and installed by the water contractor on ole 36' Fur Ins co8" Bore -50' 6" Bore -5 by Water Contractor co Sta. 130+2:&36 33.3 ?7 Adjust manhole to grade u) rO PROJECT NO. SHEET N0. 34-4 (1014 52 C)-5-sfer95 132+00 Sta. 130+86 RemoveD 1 - Existing manhole Sta. 130+86 Bulls °' `. f 1 - 5' Manhole, complete 8 - VF Add. 48" Manhole barrel 265.37' /3o Sta. 131 -JL5 P e 4 A/Da4,C,O manhole t -et --e r 5'--0" 264' PVC Cap 1-3" PVC Sch40 1-3" Rigid Elbow 36" Radius Furnished by TCI Cable TV Installed by Water Contractor VC Cap VC Sch40 i,gid Elbow ;shed by Lincoln Telephone Co. ailed by Water Contractor Sta. 130+14' Installed /- 61/97. 1 - 10"x 10" M.J. Tee 32' - 10" Gate valves and boxes S 5 id ", DSP a /e/ ina ; n Electric Main Quantities Install 5" PVC Sch80 '&3® 7224 .26& 7 $e Lin. Ft. 5 Lin. Ft. Install 4" PVC Sch40 5" GaIv. Stl. Elbows -60" R.* 4 Each 4" GaIv. Stl. Elbows -36" R.* 2 Each Install 5" Galvanized Steel Conduit 10 Lin. Ft. Red Warning Tape* $2'8 787.4 Lin. Ft. 8" Bore &8" 32. Lin. Ft. 6" Bore .5'8- + p Lin. Ft. Install 3" PVC Sch40 .-�8' + Zz./ Lin. Ft. 3" GaIv. Stl. Elbows -36" R.* 6 + Each Install 3" Galvanized Steel Conduit 20 + Lin. Ft. 3" PVC Caps* 2 + Each Install 4" PVC Sch40 85fr ++Q Lin. Ft. 4" GaIv. Stl. Elbows -36" R.* 6 ++ Each 4" PVC Caps* 1 ++ Each + Material to be Furnished by TCI Cable TV ++Material to be Furnished by Lincoln Telephone * Subsidiary to Installing Pipe Company Utilities Engineer City Engineer First Presbyterian Church 621 N Lincoln 1 - 4" Galvanized steel elbow - 36" Radius, 1 - 4" PVC Sch 40 4'-6" bury with RED warning tape in ditch © 1'-6" bury furnished by HU and installed by the water contractor Stub to the south edge of concrete drive and tape end of HU PVC, turn LT&T PVC up PIPE: STARTED: CONTRACTOR: COMPLETED: Hastings Utilities Hastings, Nebraska Revision By )ate APP Dote Installation of new water and sanitary sewer mains on Burlington Ave., 5th St. �.°.th, t. Project No. TMT -34-4(1014) . o �.- to - 95 M. Merrill Ckd W.O.No Ckd Adk Ret'mt No. APP No. 13\acod win \ hu \ water \ 095 \sheetS.dwg 00+00 Int 8'-0" (See Sheet No. 5) Pavement Quantities Removed walk 1000 Sq. Ft. 6" D.I.P. Water main ;4136,5' Lin. Ft. i• • • - li 06+00 i 0 U) a O a 65' 5' concrete walk 05+00 50' L_ leiNNIINek MB NM ON UN WINI/0•••Mt.M. ONO IRM•11111110=111111006 1111. VIM "Lo M brick walk MO Olt ecce GO Q 1 a) 0 —F— • X Sta. i; 55 Install 1 — 4" Cu valve, box sleeve Water Main Quantities 10" D.I.P. Water main IRO 2'Z.2 Lin. Ft. 6" D.I.P. Water main 0' 11.25 Lin. Ft. 4" D.I.P. Water main 0/7.S Lin. Ft. 10" Gate valve and box 1 Each 6" Gate valve and box 1 Each Fire hydrant 1 Each " 2 Earci ve, shy, lit 2 1 10"x 6" M.J. Tee (1) 140 * Pounds 10"x 4" M.J. Reducer (1) 71 * Pounds 2" Curb stop and box 09 * round� 1"x 'k" M.J. Tee (1) 0 Each f�und� 4" M.J. Cap (1-) 1-0 Thrust block /5 Each * Weights include mechanical joint accessories MN OK ION *4 50' 5' conc. walk 04+00 Sta. : 55 Install 1 — 4" and box ✓) 0 c 0 U alve, sleeve 914 W 3rd 125' 03+00 Personel Touch Salon 910 W 3rd 4' concrete walk brick walk concrete walk 2 Sta. 04+55 Contractor to disconnect and plug existing 4" water main to be abandonded 3rd 4" W MN SIR __�_ (to be tbandonded) 4" W 11111.11M111111111011•111. NM IMO In 4" W 02+00 S>A f 47 R>IL-7 -- a)rb Steep trgo't /{p�Oeeof , 00 / - / sopgoy., ryt/- deoreJ See -Ince - Re -New Christian Resource Center 303 N Burlington 6' concrete walk ala %A, NEW 10" D.I.P. WATER MAIN _.J ri M Curb and Gutter Use in Place A°71 ZAV /%//..v /////////////////////////////////////////////1//fiffI'TRM!%///////////////////////////////////////////////////////////// -rarer �/� r ,�• Acs j ./ 0 e' e w Sidles Mr. Automotive 218 N Lexington Sta. 04+55 Installed 1 — 4"x 4" M.J. Tee 1 — 10"x 4" M.J. Reducer 1 — 10"x 6" M.J. Tee 1 — 10" Gate valve and box 1 — 6" Gate valve and box 1 — Fire hydrant /77.S. So/;c/ S/eei1e. 2 i'" da/e, /4/ie,%or%eS Dz/2 Wale,- S;G7- 10" DZP Ldufr'-1714;'ti Water & Sewer Service Quantities 4" San. swr. service conn. 0 Each 4" San. swr. service tap 0 Each 4" San. swr. service 0 Lin. Ft. 4" San. swr. clean-out 0 Each 1" Water service conn. 2 Each 1" Curb stop and box 2 _ Each Rem. 1" curb stop and box 2 Each 1" Water service 7.er4 y, 5" Lin. Ft. Bore for 1 " water service 51.5/ Lin. Ft. 2" Water service conn. 0 Each 2" Curb stop and box 0 Each Rem. 2" curb stop and box 0 Each 2" Water service 0 Lin. Ft. Bore for 2" water service 0 Lin. Ft. 20' 0' GOrGteti o<,i fit• Pe - ---- Q z 7,4/ 3- R -t wale, 5 rine- - /-(,,'a/tom Service Conneef;on /-/" Cur6 Slop 713011 % - /jemvae(i Curb 5/0pdi3ox 4 NORTH Scale: 1"=20' 20' 40' 60' 8'-0" Berk's Tire & Muffler 237 N Burlington &e»oue.) &14/d( - 5747/0V- 5/,#7/oma s;d' 5'i 7 /7170 -- 2,'8' 2 7 76 H/.3(- 4/ 11/0 A 7. .'G Built' concrete drive 89 Sq. Yd. 65' 01+00 NEW 10" D.I.P. WATER MAIN IMO — Mil ---MEI ------ (See Sheet No. 4) a) I Q) Pavement Quantities Removedwalk 1000 Sq. Ft. Built!' concrete walk 1.9667/9 Sq. Ft. Removeddrive -8% ioC.r Sq. Yd. Built' concrete drive 89 Sq. Yd. Removedpavement *5-4,Y'Y Sq. Yd. Buil( 8"8concrete pavement 38 Sq. Yd. " h ...UT i .l e e bine uuul se Buda- 8 will r inlcyr uI uul b U IJ yullel 7 Sq. )11. Asphaltic concrete type 1 Ton Utilities Engineer 0 m Oa IOW 0 IMO MN Ma OM If AM City Engineer 65' Mb MN PROJECT NO. 34-4 (1014) SHEET; N0. 54 00+00 OM MP ON MN J See Sheet 4 for quantities PIPE: STARTED: CONTRACTOR: COMPLETED: Hastings Utilities Hastings, Nebraska Installation of new water and sanitary sewer mains on 3rd St. — Burlington to Lexington Project No. TMT -34-4(1014) Dsn M. Sidlo suet. M. Merrill Ckd Drwn M. Sidlo W.O.No. Ckd No. Revision BY Date Ckd APP Date 4-27-95 Ret'mt No. APP. No. c:\acock !3\ odwin\hu\water\095\sheet7.dwq 06+00 Eastern Ambulance Service 107 N Lexington in M r7 65' Lawless Distributing Co. 1001 W 1st 05+00 Water Main Quantities 16" D.I.P. Water main 9 41.745 Un. Ft. 10" D.I.P. Water main Be// -7, 7 Lin. Ft. 6" D.I.P. Water main 3E1'23, er Lin. Ft. 16" Gate valve and box 2 Each 10" Gate valve and box X11:2. Each 6" Gate valve and box 1 Each Fire hydrant 1 Each 16"x 16" M.J. Tee (1) 407 * Pounds 16"x 10" M.J. Tee (1) 338 * Pounds 16"x 6" M.J. Tee (1) 298 * Pounds 10"x 6" M.J. Reducer (1) 171 Pounds 16" M.J. Plug (1) 127 Pounds Thrust block i' 8' Each * Weights include mechanical joint accessories / 's 8Oi'Z,V for /6 * tea it• -m4 i h 50' 04+00 Expert, Tire 926 W 1st 03+00 8'-0" st 25' 02+00 Sta. 02+92 Installed 1 — 10"x 6" M.J. Reducer -&5 LF — 10" D.I.P. Water main //7. 7 ACME Printing 109 N. Burlington 25' _L _ 25 Street 25' 25' 4fij WP"),;" Z4/s/// ez////z,/;/ r Build' 8" concrete base coarse with integral curb Sta. 04+4Q />+'y)stolied " 1 — 16"x 6" M.J. Tee 1 — 6" Gate valve and box 1 — 16" Gate valve and box 1 — FrIe ,yclsatnt Sta. 01+83 Installed 1 — 16"x 16" M.J. Tee 1 — 16" Gate valve and box 1 — 16" M.J. Plug Sanitary Sewer Main Quantities Removedsan. swr. manhole 1 Each Buil( son. swr. manhole 1 Each Additional manhole barrel 4 Ver. Ft. 20' 0' N -0 a) 0 V 0 NORTH Scale: 1"=20' 20' 40' Sta. 02+92 Installec" 1 — 16"x 10" M.J. Tee 29"A 6catfre ival�v and box .2 -- G "So/;a/ 5/eeve5 3�- c '' (/aids 4,43 -G" ,p.1/'. Gein/P• FYIgi 1 60' 65' 01+00 NEW 16" D.I.P. WATER MAIN 0 c Q) 8'-0" PROJECT NO. 34-4 (1014) SHEET NO. 55 00+00 51-01 pa f GN 5" .-1 Kermit/ed Sta. 00+98�Removed /0 `117 / — l5/tn5 Ilan a/e. 1 — Existing manhole Sta. 00+98 Build''1/3fs7 1-5' manhole complete — V.F. add. 48" manhole barrel be abandoned) 0 z+7 65' f NEW 12" D.IP.,-:-.:11A---41? MAIN polio am mu porssorwie umwaym (Se htet No. 2) f— 65T 8 0 ' Remo t).0 (,),di4, ST4lioA1 TO t5TA-rioAi SIDE SQ./1r 031-0251.6 -- 0 .4/71- 6 Z gam' 87 3 04,-8 -• O07469' A.7" SoY Pavement Quantities Removedwalk t7d,7 100/377 Sq. Ft. Build' concrete walk L1 elR7' /3/6-1•44r-lifitir Sq. Ft. Removerlpavement 42'6329 V Sq. Yd. Build" 8" concrete . pavement 350 Sq. Yd. Build" 8" concrete base coarse with integral curb and gutter ,Z0' 5/5- Sq. Yd. Asphaltic concrete type 12 Ton Utilities Engineer City Engineer For quantities — See Sheet 2 PIPE: STARTED: CONTRACTOR: COMPLETED: Hastings Utilities Hastings, Nebraska Installation^ of new water and sanitary sewer mains on 1st St. — Burlington to Lexington Project No. TMT -34-4(1014) °sn M. Sidlo Supt. M. Merrill Ckd Drwn M. Sidlo W.O.No. Ckd ,ef No. Revision Date Ckd Dote 5_24-95 Ret'mt No. No. \acadr13\ccadwin \water\095\ > • 106+00 W L —4- 0 V) es. 35' 105+00 104+00 103+00 102+00 36d Bore.? C45;hS, fieqrkiond o --------- ------- ---- ------ -------- 1 �IQ. /1 - &`/7( .2 - /4" So i; Re/q;" 9,ine s 16f" d value. , 14.3 16' I 22' . . I 22' Water Main Quantities 16" D.I.P. Water main '45-57f Lin. Ft. 16" D.I.P. Snap-lok main 4-2-9 ,206 Lin. Ft. 30" Bore and steel casing 115 ,,2o0 Lin. Ft. 16" 22 1/2M.J. Bend (2) 428 * Pounds 16" Solid sleeve (-1r)r. 2- * Pounds 3/711 237 Thrust block 3 -2- • Each * Weights include mechanical joint accessories 36" gore_ el ,57 -e e / d.Q.5 1 II Ago nal one 1 2o ,1 ill . ft 22' 9 2 ' 22' AioA _ 1,j4feemeill Elevation of casin to be determined at a later date 22' 40.07' 11 k Sta 103+71:S Installe-i 1 — 16". 22 1/2° M.J. Bend 92' 22' Lexington 22' 22' 21.37' NORTH Scale: 1 " =20' 20' 0' 20' -3- 17> 40' 4-- \ iz:ii 4 60' PROJECT NO. 34-4 (1014) NO. 101+00 100+00 Avenue w.ace.44.4- Utilities Engineer / 141.96' 15' Typ. 0 NEW 1 6" D.I.P.WATER MAIN T For quantities — See Sheet 8 Sta. 101+45 Installed 1 — 16", 22 1/2° M.J. Bend ity Engineer PIPE: STARTED: CONTRACTOR: 34.315' -03 z _c 0, 34.315' COMPLETED: Hastings Utilities Hastings, Nebraska Installation of new water and sanitary sewer mains on Lexington — 1 st. to South St. Project No. TMT -34-4(1014) Dsn M. Sidlo Sup't. M. Merrill Ckd Drwn M. Sidlo W.O.No. No. Revision By Date Ckd APP Dote 5-26-95 Ret'mt No. Ckd APP ki_ No. c:\acodr13\acadwin\hu\soter\08.5\sheet9.dwg 5" PVC Sch80 Furnished and Installed by HU 8" Concrete—Filled Steel Guard Posts Furnished and Installed by HU a 2'—O" 5" Rigid Elbows (Actual Radius Not As Shown) Furnished and Installed by HU Detail \ort 55 A 19 '1 Scale: 1/2"=1'—o" 0 0 —l" q 3 V 4" PVC Sch40 Stub to 5' South of Pad Furnished and Installed by HU 5" PVC Sch80 Furnished by HU Installed by Water Contractor 4" PVC Caps Furnished and Installed by HU a Detail \ o rt h Scale: 1/2"=V-0" '-0" 0 » E )S _1 N 4" Rigid Elbow Furnished by HU Installed by Water Contractor 4" PVC Sch40 Furnished by HU Installed by Water Contractor -r 4" PVC Sch40 to East See Sheet 3 2'-0" M Secondary Conduits as Neede by Others • 'N M \„3:..7.6“ —6 5" PVC Sch8O Furnished and Installed by HU 0 Concrete Transformer Pad 225KVA Transformer Feeds Underpass Pumps—All by HU 5" PVC Sch80 Furnished by HU Installed by Water Contractor 5" Rigid Elbows (Actual Radius Not As Shown) Furnished by HU, Installed by Water Contractor • 11 .01113 Switch Cabinet Outline 1/4" Bevel on All Exposed Edges zr. #4 Reinforcement ds to p 1011 4" PVC SCh40 Furnished and I Installed by I I HU 1 4" PVC Sch40 to East I I See Sheet 2 1 T Detail \orth 5" Rigid Elbows (Actual Radius Not As Shown) Furnished by HU, Installed by Water Contractor CDE tvt a- 4" Rigid Elbow Furnished by HU Installed by Water Contractor Detail "F" eNorth 3/4" Steel Pipe Through Pod to be Used for Lifting II II II 111\ITIN II n II II N ry \\\\ 11 II II r 1.1 rn IN Irj 0 r0 In in in .01113 Switch Cabinet Outline 1/4" Bevel on All Exposed Edges zr. #4 Reinforcement ds to p 1011 4" PVC SCh40 Furnished and I Installed by I I HU 1 4" PVC Sch40 to East I I See Sheet 2 1 T Detail \orth 5" Rigid Elbows (Actual Radius Not As Shown) Furnished by HU, Installed by Water Contractor CDE tvt a- 4" Rigid Elbow Furnished by HU Installed by Water Contractor Detail "F" eNorth 3/4" Steel Pipe Through Pod to be Used for Lifting II II II 111\ITIN II n II II N ry \\\\ 11 II II r 1.1 Irj • 4" PVC Sch40 Furnished by HU Installed by Water Contractor See Sheet 4 2' Lengths of #4 Reinforcement Rods Placed Diagonally 4 Required Maintain 3" Distance from Any Openings All Pads Will be Pre—Cast for S&C 600Amp 15KV Switchgeor Dimensions for Construction Switch Pad 0 HU to Furnish and Install Concrete Switch Pods as Specified 0 Cocrete Pod Form to be Inspected by HU Engineering Dept. Before Concrete May be Poured 0 Minimum Cornpoction Under Pad Shall be 90% of Maximum Density of the Material as Determined by ASTM Standard Method D-698-78. Frozen Bockfill Shall Not be Used 0 Minimum of 3500 p.s.i.. 28 Day Concrete 0 Finish Grade to Slope Away from Switch Pod and Building CI If Telephone Conduit is Required, Stub Up Approx. 12' from Side of Switch Pod. Switch Opening Must Not be Obstructed. Verify Location with Telephone Company C) Box Around Conduits as Shown 0 Top of Foundation to be Smooth, Level and Cleared of NI Froming Material After Concrete Hardens 0 Pod Must be Located at a Minimum of 3' from Arty Gas Meter ond a Minimum of 10' from Any Fuel Tank IC!) If Word Posts ore Requited. HU to Meta* as Noted, with 4"-0' Below Crowd and 4'-O" Above Ground 0 Switch Must SR Flush on Pod, or Pod Generd Notes 5" PVC Sch80 Furnished and Installed by HU (11 4" PVC Sch40 Furnished and Installed by HU 4 Detail 99 91 4" PVC Sch40 to East See Sheet 2 5" PVC Sch80 E Furnished by HU Installed by Water Contractor General Note •• (111111 Rigid Elbows (Actual Rodous No nished by HU, Installed by Water Contractor C ADCED SHEET 5.6" 5" PVC Sch80 Furnished by HU Installed by Water Contractor 4" Rigid Elbow Furnished by HU Installed by Woter Contract 8" Concrete—Filled Steel Guard Posts Furnished and Installed by HU All Elbows Used to be Galvanized Steel 36" Rodius for 4" Elbows 60" Radius for 5" Elbows As Furnished by HU Detail \orth ,,G19 Detail eNorth 99 D 99 Detail \orth Scale: 1/2"= 99 91 4" PVC Sch40 Furnished by HU Installed by Water Contractor-- 4" PVC Sch40 to East See Sheet 3 4" PVC Sch40 Furnished by HU Installed by Water Contractor 4" PVC Sch40 to Eost See Sheet 4 5" PVC Sch80 Furnished by HU Installed by Water Contractor toT 4 PVC Sch40 See Sheet 5 4" PVC Sch40 Furnished by HU Installed by Water Contractor 4" PVC Sch40 to Eost See Sheet 5 Intercept Existing 4" PVC to Eost —by HU Hastings Utilities Hastings, Nebraska BURLINGTON UNDERPASS PROJECT TMT 34 — 4 ( 1 01 4) Installation of a 3—Phase Underground Electric Feeder Line on Burlington Ave. "A" Street to 6th Street Ckd Ckd APR Drwn Dot. T. aite nit No. Sheet 8 34-4 t' 4) 58 THE LOCATIONS OF ALL AERIAL AND UNDER- GROUND UTILITY FACILITIES MAY NOT BE INDICATED IN THESE, PLANS. UNDERGROUND UTILITIES. WHETHER INDICATED OR NOT WILL BE LOCATED AND FLAGGED BY THE UTILITIES AT THE REOUEST OF THE CONTRACTOR. NO EXCAVATION WILL BE PERMITTED IN THE AREA OF UNDERGROUND UTILITY FACILITIES UNTIL ALL SUCH FACILITIES HAVE BEEN LOCATED AND IDENTIFIED TO THE SATIS- FACTION OF ALL PARTIES. THE EXCAVATION MUST BE ACCOMPLISHED WITH EXTREME CARE IN ORDER TO AVOID ANY POSSIBILITY OF DAMAGE TO THE UTILITY FACILITY. SEC.12 — T7N —RIOW SEE TREE WELL DETAIL (TYP) SHEET NO. 2-N I- Story Brick Bldg. (City Iron & Metal Co.) ■ Y Y AYALL YYYY Y YAYAil Y Y Y A. Y Y Y Y A Y Y YLL Y LL L Y IL Y A A YYA Y Y Y A A A A. ALALY YYY ▪ Y A Y A A AYA A Y A A LL A A A al Y A. Y Y YY Y Y Y Y Y Y Y Y Y Y YYY Y YYA LL AAAA Y Y Y Y AYA Y Y A. A. Y Y Y LL Au LLAilYY YAY AL YYYYAY A. al A. Y Y A Y Y Y Y YYY YY YY Y Y A Y Y A AY al YA Y Y Y Y AYA YY_} Y Y Y YYA Y Y Y Y YA Y LLY YY �yT. A. Y LL A Y Y A. Y / Y LLAAAA. A Y AYYY A YAYA YYYYY Y Y Y Y Y A AY AL Y LL Y Y Y Y Y A. Y • AL Y Y LLY A A • Y Y A Y Y LL I/•'� Y A A �9Ai Y Y L Y Yft©��®�AY AAAYY A. IM YAYYYJ Y A A Y Y LL Y Y YY A YLL A Y Y A. Y LL Y A Y A A A. A Y Al YAL A Y Y YYA Y AL A IL A al Y YY aL Y Y A A Y Y ll aL YA Y Y A Y Y Y Y Y Y YY Y A Y YY Y Y Y Y A.ALA AY Y Y Y Y Y ALA Y YYA A A. AA YY + —� Y A Y l LL YY Y Y Y YY L Yd. e.,, AL Y Y Y Y Y LL Y Y A Y Y Y A Y LL A .IC Y Y Y Y Y Y Y Y Y Y Y A Y A Y Y Y Y Y Y IL Y (l ; A Z Y Y Y Y Y Y A. Y LL Y YLLYA Y Y A Y Y Y Y Y A Y Y Y Y A Y AL AL 44YA AL AL Y Y, Y Y YYY Y Y Y 1 Y i Y Y Y Y A Y Y i Y YYYY Y Y Y iir.){l Y Y Y Y Y Y Y Y Y YYY Y Y IL Y Y.i Y"A+,y 4 LL i Y A Y Y l Y •— I. JL A. IL A. c o Y V A Y Y Y A Y Y Y Y A a Y Y A l Y Y Y LL AL A A A t Y Y Y LL • C. A Y LL A Y Y A. Y Y Y Y Y Y Y V Y Y Y Y AL Y Y LL YYY AL Y • LL YYY AL YA LL Y Y Y Y Y Y LL Y Y A Y A A Y A Y Y 4 A AL A Y A Y A. A A A Y A AA A. IL Y Y A. A Y A A A i Y Y AA YYY S. Y Y Y Y Y Bldg. Mets ers LL Y A - Y LL_ A A A ALY Y Y Y Y ALALAA il Signal Control 8011 I-1/4" Gas Line _ G OD MM O ON, 11•3111111. N TTV .•e. 8" Cla O Tile Drain Pipe 1 Conc. Walk 4 Deep Drain w/Steel Plate p .6' Conc. Curb .6' Conc. Retaining Wall .6' Conc. Curb Sanitary Sewer - SAN - Asph. Conc. SURVEYED Q .6' Conc. Curb r �a •-•-•-•-•-•-•-•-•-•-•-•-•-•-•-• .:• •�•i i,•3• -'3.3.r r o•��i•3PA •����eerez��� rrnfe%��a ilEiE !:!:rf ta!&! !_ideig %e•NSj f trai ��[ _Qi+►� •••••••••••�����������•••�•�•��►������i��������=._•-rte•-•-•-•-•�������� ���i ii ���i i���•�•�•�•�•�•� •������������ ���������• �-+. -s. A A Y A AAy A AL yA Singe„ eAtdgehl il LL A A A A A Al il A YA A AY AY Y AYAA il ALL AA AAA A TALL V Y .ALL YY A IL I 1.' it A A A A AAL AA A ALL YA A0- LLA YY AY)Y LL A Y LL A A A A A A A A A AYA. LL A A A A LL A LL YYAAA LL A il JL A A Y A A A YYLL A Y A LL A A il V A Y A A A Y A AYL y J�.A Y Y A A Y AYA 1AC AA AY Y A.A AY I AQ �A a. LL LL A Y u� LL Y 4 Y AAL ALL +Y+ u A A YA AY YYYA Y A A il YA AA Y®�dg. YAa. LL A A Y LL A AYA A YYY Y A �� A. Y Y IL A LL LL A LL A Y A A Y Y Y A A Y A Y Y Y A AYY Y LL A A Y Y A Y A AL A Y il Y L A A Y Y LL Y A Y Y Y A Y LL A Y Y A A A A A Y A A A A A Y A A A IL AA LL A A Y A Y ilYY AL A LL YYY LL A..4 LL A A ILLS.AA AYA A A i. Y A Y A Y Y Y LL Y Y LL LL A Y Y A LL A Y A Y Y AYALA A Y Y A A YYYYYY A Y A A IL LL Y il A LL A YY LL Y Y AYil A Y A A 1 Y Y Y AYLL A A A ILL. YL LL Y Y il A LL al Y ��YLLYY YYilALLA Y A A A A A A A A Y Y LL J1 LLLL A L. AA AYIL Y YAY aL YLL YAil YA. A A A A AAA A Y Y il YYu A L.alA A AYA IL rtilt• A'IL YA 4 J1 A+ A A A PLANT MATERIAL LIST SYMBOL COMMON NAME OUANTI Sea Gr cen juniper Wict7i-i-o Blue Juniper Colorado Spruce Scotch Pine SHRUB SPACING Y"X" 'Y" 4i_ CII 4,_0" LLALL AL AAY LLAAA AYA. AAA AAyL. r .. i �.. �. .. YAY AAAA_ A AilA A a A. A :: 1. LI L A YYY uAYA YA .4.1.1.AAA Ial at AAA IL A AA A 4 4IA AAA A. LLA AAA AAY ilALLAil YLL YA A YIL al. A A LL A A A A A A al AA A AAA A Y AYil A IL AAu it Ay IL AA Y A AY A AY Yy Y Y AAY A A YLL L. alalY A YYYYY Y AYAYA A. AY A. Al.IL A.A A A AAAYA AAA AAAA — 14ItA A Y A AA LA Ya A u A 1 A y T Wino r1 Euon,mous Coronation Triumph PotentilH 44 Gro - Low 20 Japanese Red Spirea Nati ve Yucca Celebration Maple Male Maidenhair Tree Pr ail Fire Crabapple 0 4 _0„ 3'--0" 3'_0„ 4,_(3„ 3'--0'' 3'--C.I" 31_0," CHECKED BY: DESIGNED BY: DATE: 4'x4TILLED AREA srr111��(�t=,!1f1Ut�!(�ifill1!, til tolhill"'k11i1•1+0,“ "11IP li1� PLANTING HOLE SHALL BE A DEPTH DETERMINED BY THE SIZE OF THE BALL, BUILD DIRT RING FOR WATER BASIN FULL WIDTH OF TILLED AREA. (SHALL HOLD MINIMUM OF 15 TO 20 GALLONS OF WATER) WATER TREE. '1 STEP l STEP PLACE PREPARED TREE (PRUNED) IN PLANTING HOLE ON UNDISTURBED SOIL WITH 10" SPACE AROUND BALL OR ROOTS OF TREE. BACKFILL HOLE �/2 FULL AND PLACE FERTILIZER TABLETS AROUND THE BALL OR ROOTS. FINISH FILLING PLANTING HOLE WITH BACKFILL AND WATER THOROUGHLY. PLACE VEGETATION CONTROL CHEMICAL., PLACE MULCH OVER WATER BASIN AND ALL DISTURBED AREA. WATER TREE. TILL AREA 6 INCHES DEEP AND 6'x6' FOR TREES AND ENTIRE SHRUB BED AS SHOWN ON PLANS. PRUNE ACCORDING TO APPROVED PRUNING METHODS. SET SHRUBS AT THE SAME DEPTH AT WHICH THEY GREW IN THE FIELD. SET TREE COLLAR APPROX. I " ABOVE GRADE. ALL BARE ROOT PLANT MATERIAL SHALL HAVE ROOTS DIPPED IN ABSORBENT POLYMER SOLUTION. BURLAP AND TWINE, IF ANY SHALL BE REMOVED FROM TRUNK OF TREE OR BASE OF SHRUB. 6� FERTILIZER TABLETS SHALL BE PLACED INTO THE PLANTING HOLE AFTER ONE HALF OF THE BACKFILLING HAS BEEN COMPLETED AND SHALL NOT BE PLACED DIRECTLY AGAINST THE ROOT. F387 BACKFILL SHALL BE FIRMLY PLACED ABOUT BALL OR ROOTS. 2"x2"x6'-0" (NOMINAL) WOOD STAKE. WIRE THRU HOSE ATTACHED IN FIGURE 8 FROM EACH STAKE TO TREE OR APPROVED EQUAL. 0 GUY WIRE SHALL BE SECURELY FASTENED TO STAKES BY STAPLING OR APPROVED EQUAL. II THE COMPLETED WATER BASIN SHALL BE FILLED WITH WATER PRIOR TO THE INSTALLATION OF THE MULCH. 12 VEGETATION CONTROL CHEMICAL SHALL BE PLACED BEFORE MULCHING. FINISHED GRADE FINISHED GRADE ALL TREES SHALL MAINTAIN A MINIMUM TEN (1 0) FOOT SETBACK FROM FENCE LINE. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS DURING EXCAVATION OPERATIONS SO AS NOT TO DISTURB ANY EXISTING UTILITY LINES WHICH MAY LIE IN THE AREA. TREE PLANTING DETAIL - SLOPE NO SCALE APPROX. 2'-O" MIN. RADIUS MULCH 4" DEEP EDGE OF MULCH ' --30-1 -- EDGE OF MULCH AFTER PLANTING AND WATERING TREE, STAKE AND GUY TREE PROPERLY. WOOD STAKES /\,`NN X. PLANTING HOLE— MULCH OLE MULCH 4" DEEP 1:� WATER BASIN 1D� EDGE OF MULCH\ FINISHED GRADE GUARD STAKE TREE IN SHRUB BED DETAIL NO SCALE MULCH SHRUBS 4" DEEP SHRUB BED LAYOUT DETAIL NO SCALE STEP #4A TREE MULCHING DETAIL NO SCALE CONIFEROUS TREE PLANTING DETAIL NO SCALE 2"x2" (NOMINAL) AFTER PLANTING AND WATERING TREE, STAKE AND GUY TREE PROPERLY. TOP TWO FEET PAINTED WHITE LC, 01 SHRUB PLANTING DETAIL NO SCALE GUARD STAKE DETAIL NO SCALE STATE OF NEBRASKA DEPARTMENT OF ROADS ROADSIDE DEVELOPMENT SECTION PROJECT NO: 34-4(10 t 4) DESIGNED BY: B.A.K. CHECKED BY: A.R.T. SEC. 13 -TTN - RIOW Tom" THE LOCATIONS OF ALL AERIAL AND UNDERGROUND UTILITY FACILITIES MAY NOT BE INDICATED IN THESE PLANS. UNDERGROUND UTILITIES, WHETHER INDICATED OR NOT WILL BE LOCATED AND FLAGGED BY THE UTILITIES AT THE REQUEST OF THE CONTRACTOR. NO EXCAVATION WILL BE PERMITTED IN THE AREA OF UNDERGROUND UTILITY FACILITIES UNTIL ALL SUCH FACILITIES HAVE BEEN LOCATED AND IDENTIFIED TO THE SATISFACTION OF ALL PARTIES. THE EXCAVATION MUST BE ACCOMPLISHED WITH EXTREME CARE IN ORDER TO AVOID ANY POSSIBILITY OF DAMAGE TO THE UTILITY FACILITY. 0—M atom Conc. Parking Lot As ph. Conc. Gravel Parking Lot I - Story Brick Bldg. (Kerrco Inc.) Asph. Parking Lot 0 POLE 26 591 //� 1a2. 411,1-1//'6c^ .. 5 Conc. Wolk 5 Asph. Walk 5' Conc. Wolk 4 Conc. Walk 0 0 + Conc. Curs m coN POLE I M /a 0 3'9 -cD ravel BURLINGTON AVE. (Hwy US - 34 ) Asph. Conc. TO BE USED SURVEYED Q I' Conc. Curb w/Retaining Wall 18" Storm Sewer 5 Conc. Walk 5 Brick Walk Porking Lot Conc. Parking Lot s7-,4 /661-1/ -V',4'Y P4 /I B, rC i/'4 n , e ,( voin I - Story Stone & Bric Bldg. (Fels Speidel onuments & Mar ers ) Conc. Wolk LEGEND I - Story Brick Bldg. (Ashton Wholesale Service Inc.) LIGHTING UNIT I-0 PULL BOX LIGHTING CONTROL CENTER EXISTING LIGHTING UNIT UNDERDECK LUMINAIRE, TYPE UD -150 COMBINATION POLE ------ 11/2" CONDUIT IN TRENCH. I I/2" CONDUIT UNDER ROADWAY LIGHTING UNIT TO BE REMOVED BY OTHERS ..1 Sta.107+08,175 Rt. -Type R Pa ng SEC.13 - T7N - RIOW s m J. I- Story Brick Bldg. (City Iron a Metal Co.) air N m Wooden Steps ti C' Ct_1 + _ .te Post r— - I I+ 0 -0 a o I 2 I 6 o ."(n C c .0 I - Story Brick Bldg. (City Iron a Metal Co.) ID Iti cd tC + + 00 TI I I H1/4" Gos Line _ G (0 c Nx v c (D (0 0 0) o -CO + + M O + + LL00% POLE5 a 411,1 It) U) co m Misc. Stacks of Steel on Storage Skid Racks 10' Storm Sewer 0 (0 m In O SEC.12—T7N—RIOW M 'n Lift Ki 10 LA • \ _N -c N to IG' a A N 4, SAN r+' Sk pie SAN +Lei —gir66 rt 4' De:p Drain w/Stee Plate COnC. —ts Conc. Curb N IC) K) 71 .6' Conc. Retaining Woll M N IN - W - Water Moin h N W 0 CO AVE. N \ K) TO BE USED 6 Conc. Curb Asph. Conc. N m m SURVEYED c. nn •__ ... Conc Slab O 23/ — — PULL BOX I W M N - N 0 O SAN _4_ N CO + PUMPING N Conc. Parking Lot 0 51 a W 0 0 0 c) POLE 6 SAN 8 Sanitary Sewer 44 4 K) CONDUIT & C BLE PUMP MOT RS I - Story Conc Block and Stone j ITO I-Story (Sears Roebuck a Company) Brick Bldg. CONTROL PA EL JUNCTION BOX CONCRETE POLE FOUNDATION (TYPICAL UNITS 5 THRU 8) ROADWAY (D O �O In O (n a) in 4 lal 0 u! MA.�.=:rt ' 1 . 4 ..j rib, „,imp iiIN+ ■ 0 t� ow de'j 30 U 4 — IJ'' Ill r 30IIII UD- I I nn ri$—' liti_I__ a rat w . (iII C a S'� -_ Bldg. ID ID M N r` 0) CO 4 N t` + //.2tOS ll.S > K) C. N. 41200 ConC. Steps Curb Inlet f• - ch Bldg. Meter s Asph. Conc. Parking Lot '95. Storm Sewer 45` 8" Storm Sewer SAN 0 RETAINING WALL 0 REINFORCING STRIPS & SELECT BACKFILL 0 SIDEWALK O CONCRETE POLE FOUNDATION U) O SEC. 12 —T7N — RIOW 15' a N (q 0 4, CI Cis a (.0 nt co, (D + CD ignal Control Box U .6' Conc. C rb I' C nc. Retaining Wall 4" Water Main OD W PULL BOX 2 1Utgo v� ��=H /75r VM M�K) O ; a`onc. Parking Lot OD in c K) -co m IP 05-4 + ti,v ri (n.. + 4 in o 7 + N 0 OD 6)1-cr> \It_ to C v. -J •:•.0, K) (D 0 Ki I- Story Brick Bldg. (D (DID (Hastings Satellite) + POLE 8 1/3/25' IS'R> a O (0 ci tV C O -(0 coO I- Story Brick Bldg. (Eakes Office Equip.) c_ I 0 iD 4 In', O aiO K) K)C + + + 2 0) u t 0. a 0 a 0 (0 LIGHTING 2 - Story Brick Bldg. 2- Story Brick Bldg. c0 4 SEC.12 —T7N — RIOW +4111111101'.. N) o� 80 t� a O J O 0 o 5. 5' in in ID 1N) m ti rri In +26.5 6" Steel Peat Ir) M 4 - 3- Story Brick Bldg. CO 0 0 + Parking Lot 0j a' t Bldg. PROJECT NO 34-4 (10141 SHEET- NO Col C.N. 41200 O N 0) Conc. rn c0 4 Conc. 4 = a) in + 2 C) + 4 000i r- Control Box-'/.- =//• 1 �to" ^f. RG 0 Conc. Gur Wheelc Ram Gas Val "D onc. Edge of Ro"adway //'/f s'2 3H 4 7 B'JRt 'NGTON AVE. Asph. Conc. i0 0 r /7 //7!- y5' 0 POLE 28 2 x 2' Conc. Base it t Li• t Pv m= /l6 F Y0,39 .11 /Lk j jf 24) M .((sy/c/Slsn♦ ,Da POLE II 7rc f f,'G. 5':34 / Cal ire, r` + I ,n c0 m— ti Conc. Curb net POLE 13 Storm Sewer x Grote Inlet Grate Inlet 0)1 V1 C a 0 0 TO BE USED rn ibb'e'et ' • c. Base eet Light 2.5' x 3' Grate Inlet �r) a M SURVEYED �. 4" Water Main Water W N.\ • //5'706 4'4"R7 Conc. Wolk /25-1-- //6 4r/•.P1 P�LE_29 //6/ 70 y� P> U) M N ti Conc. Walk 11Q 6 Iron iIPULL BOX' i --Bro;nf;pe- 6 Iron 1 Conc. Fv�le Drat- n�ipe III H81-0° L• l r — U) 0 ID a rn Gas Shutoff Valve N) i • 0 a, C �J 0 K) + co r + }NN N) + + + //9t 95' 5'47 S ',et POLE 30 Covered Stair 8 Basement Entry 0 (Metal Plote W/4" Concrete Overlay) //7,',5/0 34»e 2 - Story Brick Bldg. (Strand Theatre) N- U) 2 - Story Brick Bldg (J.C. Penney Co.) 0 0 + 2' x 2 Grate Inlet U c 0 0 0. 0 4 LIGHTING CONTROL CENTER 2 STA. II8 f , RT. -TYPE R H 41") ti• � 0) 4. 40 t0 + og.C -co C ▪ • ° 0 aim o• b �r- 2r- 0)S Ecr O M co 0 a) 0 0 Overhead Conc. Roof U C 0 M t0 + ID N SEC.12 — T7N —RIOW 6" Gate Valve 20 N N 4 LIGHTING SEC.12 —T7N — RIOW I- Story Conc. Block Sldq. Conc. Drive - Story Brick Bldg. Evergreen Tress end Shrub I - Story Brick Bldg. Shrub Anchors -N POLE 16 POLE 18 /'u -i5 POLE 19 TO BE USED SURVEYED fit. POLE 15 Conc. Wolk /tat&a.s 'A7 - e on Metal Po s m N Conc. Parking Area I- Story Brick Bldg. Gravel I- Story Brick Bldg. SEC.12 — T 7N —ROW LIGHTING SEC.I2-T7N-RIOW Red Brick Bldg. Conc. Drive Parsonage Gas Meter Parking Loi First St. Paul s Lutheran Church Evergreen Trees and Shrubs Curb Inlets POLE 21 /2.74-3o 3y 'L.T 24" Storm Sewer Grote and er Curb inlet TO BE USED SURVEYED rt -tc 4" Water Main W /2`/ POLE 20 /31t 2$ Conc. Wolk and Curb V Y W + Shrubs • N d N gt Brick Gross Conc. Parking Area 0 4 Conc. Drive in - Story Brick Mdq. (Hustings State Bonk) 03 -AUG -1995 10:46 /usr/draftingl/draft/ 412000DL CV M re) Z IIs CONC. PARKING LOT 25� POLE 25 -- SAN /3.21-/5' .34/'LT TO BE USED -SAN 0 SAN BURLINGTON AVE. -' SURVEYED ci It �a TT 11 II I I I' 1 I I I I 113 IA 1 t– 1I 111 1 • L r 1 .... t c, r �— r0 I H II t`t ..LL—.t 1 - 0 0 h l' x w� SAN it 1, II 11 II II II 11 —I +-- M 0 'tjivoter I►loln I I H SAN w 0 W 0 12J 0 o +03/32' ELECT +31/32' ELECT +50/32' ELEC CHURCH BLDG. C„? W J W I-- CJ W J w in N 0 N J—c.4.= I II +30/49' CHURCH LIGHT() J iJ-1 2" Gas —7Burled 2' PROJECT NO. 34-4 (I 014) C.N. 41200 a 0 0 N J 0 0 0 4- 0 - L Pn Q 1Z N d ', • C r) 0 L_ 13 I- C)L.W In03X 0 `.to GENERAL NOTES: 1. A 72 HOUR BURN IS NOT REQUIRED ON INSTALLATIONS USING HPS LUMINAIRES. 2. FOR PULL BOX DETAILS, SEE STANDARD PLAN 914-R2. UNLESS INDICATED OTHERWISE, ALL PULL BOXES WITH METAL FRAME AND LID SHALL BE GROUNDED. , ALL CONNECTIONS IN PULL BOXES WILL BE MADE USING SUBMERSIBLE SECONDARY CONNECTORS MEETING ANSI C119.1. 4. ALL CONNECTIONS IN POLE BASES AND TRANSFORMER BASES WILL BE MADE USING APPROVED CONNECTORS WITH PREFORMED INSULATING COVERS. CONNECTORS MUST BE RATED FOR SIZE AND CONDUCTOR MATERIAL BEING USED. ANTIOXIDANT COMPOUND SHALL BE USED AND PROPER PROCEDURES FOLLOWED. COMPRESSION TAPS AND TAPING WILL NOT BE ALLOWED. 5. AN EQUIPMENT GROUNDING CONDUCTOR SHALL BE BONDED: (A) TO ALL POLES OR TRANSFORMER BREAKAWAY BASES (B) AT ALL CONTROL CENTER SERVICE LOCATIONS (C) TO ALL METALLIC NONCURRENT CARRYING COMPONENTS (D) TO ALL GROUND RODS 6. IN PULL BOXES, POLE BASES, JUNCTION BOXES AND CONTROL CABINETS, THE DIRECTION OF EACH CABLE RUN SHALL BE INDICATED WITH PERMANENT TAGS OF RIGID PLASTIC OR NON-FERROUS METAL. TAGS SHALL BE EMBOSSED OR ENGRAVED WITH LETTERS /2' IN HEIGHT AND SECURED BY NYLON STRAP TIES. 7. CONDUIT SHALL BE INSTALLED IN ACCORDANCE WITH SUBSECTION 912.12 OF THE NEBRASKA STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION. 8. ALL METALLIC AND NONMETALLIC CONDUIT SHALL BEAR THE U.L. LABEL. 9. UNLESS INDICATED OTHERWISE IN THE PIANS: (A) ALL CONDUIT SHALL BE 11/2'. (B) CONDUIT PLACED IN THE TRENCH OR UNDER THE ROADWAY SHALL BE NONMETALLIC AND OF THE FOLLOWING TYPES AS DEFINED IN THE SPECIFICATIONS: PVC, FRE OR CID. (C) NONMETALLIC CONDUIT USED ON STRUCTURES OR AS RISERS SHALL BE TYPE PVC SCHEDULE 80. (D) METALLIC CONDUIT WHEN USED SHALL BE TYPE GRS OR IMC. (E) GALVANIZED INTERMEDIATE METAL CONDUIT (IMC) MAY BE USED IN LIEU OF GALVANIZED RIGID STEEL CONDUIT (GRS). 10. CONDUIT UNDER ROADWAY SHALL BE MEASURED FOR PAYMENT AS EXTENDING 1 FT. BEYOND THE EDGE OF THE ROADWAY SURFACE (INCLUDING SURFACED SHOULDERS). 11. JACKED CONDUIT MAY BE EITHER METALLIC OR NONMETALLIC. 12. TRENCHING SHALL BE KEPT A MINIMUM OF 5 FT. FROM THE TRUNK OF EXISTING TREES. JACKING MAY BE REQUIRED UNDER THE CENTER OF LARGE TREES IN LIMITED SPACE. 13. ROUTING OF CONDUIT AND CABLE MAY BE ALTERED BY THE PROJECT ENGINEER IF NECESSARY, TO SUIT FIELD CONDITIONS. 14. INSTALL SPARE BENDS AS SHOWN ON PLANS. SPARE BENDS MUST BE SECURELY CAPPED OR PLUGGED AT BOTH ENDS WITH FITTINGS OF THE CORRECT SIZE AND TYPE FOR THE CONDUIT BEING USED. 15. CONDUIT DRAINS ARE NOT REQUIRED. 16. LIGHTING CONDUIT AND TRAFFIC SIGNAL CONDUIT MAY BE LAID IN THE SAME TRENCH. 17. LUMINAIRES SHALL BE LEVELED AFTER POLE HAS BEEN INSTALLED ON FOUNDATION. LUMINAIRE MOUNTING BOLTS SHALL BE TORQUED TO MANUFACTURERS SPECIFICATIONS. 18. STREET LIGHTING SYSTEM MUST MEET PROJECT ENGINEERS FINAL INSPECTION. ROADWAY LIGHTING SYSTEMS ARE NOT SUBJECT TO STATE OR LOCAL ELECTRICAL INSPECTION. ELECTRICAL WORK PERFORMED ON REST AREAS OR WEIGH STATIONS WILL REQUIRE AN ELECTRICAL PERMIT, AND WILL BE SUBJECT TO A FINAL INSPECTION. 19. FOR 3 OR MORE FEEDER CABLES IN TRANSFORMER BASE URD CONNECTORS MAY BE USED. CONNECTOR MANUFACTURING CO. TYPE SSBC 350-L OR HOMAC MANUFACTURING CO. TYPE RXL-SERIES 350 OR APPROVED EQUAL. 20. CONTACT UTILITY 3 WORKING DAYS PRIOR TO REQUIRING SERVICE CONNECTION. 21. IN POLE OR TRANSFORMER BASES WHERE MORE THAN TWO CIRCUITS ARE BEING CONNECTED, THE CONTRACTOR MAY USE INSULATED URD "SET SCREW" CONNECTORS OF A TYPE SIMILAR TO THOSE ALLOWED FOR CONNECTING CABLES IN PULL BOXES. THE CONNECTOR MUST+CONTAIN THE CORRECT NUMBER OF CABLE ENTRANCES AND MUST BE RATED FOR THE SIZE(S) AND TYPE(S) OF CABLE BEING USED. LIGHTING UNIT SCHEDULE UNIT NO. STATION TYPE "W" REMARKS REMARKS 1-31 CONVENTIONAL HPS 27,500 1 104+20, LT 36(' SL -BT -40-4-0.25 2 HPS 2 105+55, RT 31' SL -BT -40-4-0.25 2 ±10%_ 3 107+03, LT /y,5 COMB. LT. & SIG. - 4 107+82, RT So COMB. LT. & SIG, - 5 109+00, LT y5' SL -A-40-4-0.25 12 SEE NOTE (1) 6 110+20, RT y5' 12 SEE NOTE (2) 7 112+05, LT '5' 12 SEE NOTE (3) 8 113+25, RT 45' 12 SEE NOTE (4) 9 114+55, LT 341' SL -BT -40-4-0.25 2 10 1154-55, RT 3/' SL -BT -40-4-0.25 2 11 116+50, LT 39` COMB. LT. & SIG. - 12 117+35, RT .1/)' COMB. LT. & SIG. - 13 118+45, LT gH SL -BT -40-4-0.25 2 14 119+82, LT 3y' SL -BT -40-4-0.25 2 15 120+80.5, RT y5' COMB. LT. & SIG. - 16 122+00, LT 3j' SL -BT -40-4-0.25 2 17 123+15, RT 31' SL -BT -40-4-0.25 2 18 124+15, LT 34' SL -BT -40-4-0.25 2 19 125+15, LT .3y' SL -BT -40-4-0.25 2 20 126+55, RT Sy' SL -BT -40-4-0.25 2 21 1274 -.PLT 3,1' SL -BT -40-4-0.25 2 22 128+75, RT 31/ SL -BT -40-4-0.25 2 23 129+ :° LT 3,11 SL -BT -40-4-0.25 2 24 131+25, RT 34/' SL -BT -40-4-0.25 2 25 132+15, LT 3/1' SL -BT -40-4-0.25 2 26 107+72,52' LT.31,_5' COMB. LT. & SIG. 27 107+03,5JZ' RT.5b 5` COMB. LT. & SIG. 28 117+45,39' LT. 3s' COMB. LT. & SIG. 29 116+70,424 RT. /if COMB. LT: & SIG. 30 119+9> , 3' RTA, COMB. LT. & SIG. 31 120+62,57' LT 516' COMB. LT. & SIG. UNDERDECK UD -1 110+72.69, LT UD -150 - ON PIER CAP UD -2 111+42.69, LT UD -150 - ON PIER CAP UD -3 110+72.69, RT UD -150 - ON PIER CAP UD -4 132+15, LT UD -150 - ON PIER CAP (1) LOCATE DIRECTLY BEHIND WALK. (2) LOCATE DIRECTLY BEHIND WALK. (3) LOCATE DIRECTLY BEHIND WALK. (4) LOCATE DIRECTLY BEHIND WALK. SHORTEN POLE SHAFT 3'. SHORTEN POLE SHAFT 6', SHORTEN POLE SHAFT 7'. SHORTEN POLE SHAFT 3'. LAMP SCHEDULE UNIT N0. WATTS TYPE INITIAL LUMENS` RATED LIFE HRS. REMARKS 1-31 250 HPS 27,500 24,000+ ±10% UD 1-4 150 HPS 16,000 24,000+ CWA. 240 ±10%_ 0.9 193 193 90+ LUMINAIRE DATA UNIT NO. PERFORMANCE REQUIREMENTS REMARKS 1-31 SEE SPECIAL PROVISIONS LINE WATTS UD 1-4 SEE PLAN DETAIL SHEET 1-31 MAC. REG. 240 ±10% 1.4 313 55-30% BALLAST RATINGS UNIT NO. TYPE LINE VOLTS ALLOWABLE LINE -VOLTS VARIATION LINE -OPER. AMPS LINE WATTS ALLOWABLE LINE -VOLTS DIP P.F. °1° 1-31 MAC. REG. 240 ±10% 1.4 313 55-30% 90+ UD 1-4 CWA. 240 ±10%_ 0.9 193 193 90+ PULL BOX SCHEDULE UNIT NO. STATION le 'if?' 4i,eP5 REMARKS W= 1 a453+e• 4--7-.-01 RT. PB -5 - 2 111+50 - 47.0' RT. PB -5 - 3 118+45 - 33.0.Y7RT. PB -5 - (SEE LIGHTING SCHEDULE) TRUSS TYPE -OVER 8' LENGTH SINGLE MEMBER -8' LENGTH OR LESS 5'-6" (TRUSS TYPE) 3'-6" (SINGLE MEMBER) 27" 1 7 GA. STEEL PLATE GUSSET // HANDHOLE — TYPE OF BASE (SEE LIGHTING SCHEDULE) /j% // r/ // / r/// ' CODE FOR LIGHTING UNIT / Itorr PROJECT N0. 34-4(1014) C.N. 41200 MOUNTING HEIGHT STREET LIGHTING UNIT \ EXAMPLE: SL -A-40 A -ANCHOR BASE 68t12-0 25 BC -BREAKAWAY COUPLING BASE (MEETING 1985 AASHTO CRITERIA) BT -BREAKAWAY TRANSFORMER BASE (MEETING 1985 AASHTO CRITERIA) S -MOUNTED ON STRUCTURE MAST ARM LENGTH 1 -FIGURE FOR SINGLE MAST ARM 2 -FIGURES; DOUBLE MAST ARM LUMINAIRE SIZE IN KW POLE DATA MATERIAL:STEEL OR ALUMINUM SECTION: TAPERED, ROUND OR POLYGONAL FINISH: GALVANIZED (STEEL) OR BRUSHED (ALUMINUM) POLE BASE DIAMETER: 9" BOLT CIRCLE DIAMETER: 131/2' TAPER: 0.14" PER FT. HANDHOLE:REINFORCED HANDHOLE WITH COVER, APPROX. 6"x 4", 900 CLOCKWISE FROM MAST ARM IDENTIFICATION NO.:(SEE SPECIAL PROVISIONS) GROUNDING LUG:1/2"x 13 NC NUT WELDED TO INSIDE SURFACE OF POLE OPPOSITE HANDHOLE. WIRING SUPPORT HOOK:REQUIRED 1" MAX. PROJECTION GROUND LINE SEE FOUNDATION DETAILS 1 (SEE LIGHTING SCHEDULE) MOUNTING HEIGHT ♦ A. SHEET NO. 2000DL2.DGN SCHEDULE OF WIRING MATERIALS WIRE b CABLE THE ELECTRICAL, MECHANICAL AND PHYSICAL PROPERTIES OF THE CONDUCTORS LISTED IN THE FOLLOWING SCHEDULE ESTABLISH THE MINIMUM ACCEPTABLE REQUIREMENTS FOR EACH OF THE LISTED APPLICATIONS. CONDUCTORS WHICH HAVE PROPERTIES THAT EXCEED THESE MINIMUM REQUIREMENTS MAY BE FURNISHED, AT THE CONTRACTORS OPTION, WITH THE ENGINEERS' APPROVAL. NO ADJUSTMENT IN THE CONTRACT PRICE WILL BE ALLOWED. UNLESS INDICATED OTHERWISE ALL CONDUCTORS SHALL BE SINGLE CONDUCTOR, STRANDED COPPER U.L. LISTED, 600V. WITH TYPE OF INSULATION AND SIZE OF CONDUCTOR AS LISTED BELOW. SERVICE ENTRANCE: EQUIPMENT GROUND: POLE: TYPE USE OR XHHW, NO. 6 AWG BARE OR INSULATED, NO. 6 AWG NO. 12 AWG, THW OR THWN. BRANCH CIRCUIT FEEDERS, USE OR XHHW (IN CONDUIT) INCLUDING NEUTRALS: USE OR UF (DIRECT BURIED). NO. 6 AWG COLOR CODES: "NEUTRAL" - WHITE OR GREY; "INSULATED EQUIPMENT GROUND" - GREEN. P w z J w z J 12 w TO REMOTE PC z L_ w z J 1- 0 w z 0 J Q°QQF° rl ° L --o 1 EQUIP. GRND. LINE 2 LINE 1 LIGHTING CONTROL CENTER SCHEMATIC SECONDARY CONDUCTORS RANGE T ING ROCKET CAP/SLEE (ALL CABLE ENTRANCE HOLES) — NO. 12 COPPER WIRE --- FUSEHOLDER BUSS FNM 3.5 AMPS LITTLEFUSE FLM 3.5 AMPS GOULD TRM 3.5 AMPS OR APPROVED EQUAL TO LUMINAIRE RUBBER PLUG - ENTRANCE TO ALLEN HEAD SET SCREW EPDM WATERPROOF COVER --CONNECTOR MANUFACTURING CO TYPE SSBC 350-L OR HOMAC MANUFACTURING CO. TYPE RXL - SERIES 350 OR ERITECH ESP-UPP 350-10 OR APPROVED EQUAL SUBMERSIBLE TYPE MECHANICAL CONNECTOR MEETING ANSI 119.1 REQUIREMENTS URD CONNECTOR IN PULL BOX -- 18" PIG -TAIL, NO. 12 COPPER WIRE FEEDER CABLE SEE GENERAL NOTES NO. 19 RUBBER INSULATING ---i BOOT BREAKAWAY RECEPTACLE FUSEHOLDER AND BREAKAWAY DISCONNECT BUSS HEB-AW-RLC-A LITTLEFUSE LEB-AA-S GOULD GEB-11-11 OR APPROVED EQUAL — RUBBER INSULATING BOOT FOR THREE OR MORE CONNECTIONS, URD CONNECTORS MAY BE USED. SEE GENERAL NOTES. CONNECTIONS IN TRANSFORMER BASE LUMINAIRE INLINE FUSE POLE - DIRECTIONAL TAG ATTACHED TO CONDUCTOR POLE WIRING SCHEMATIC (240 VOLT 2 -WIRE) LINE 1 LINE 2 EQUIP. GRND. MECHANICAL CABLE CONNECTOR HOMAC SL3-2K OR APPROVED EQUAL EXISTING POLE FINAL CONNECTIONS BY HASTINGS UTILITY SUPPORT STRAPS (SPACE EVERY 3') PHOTO -CONTROL Y2' PVC CONDUIT (SCHEDULE 80) SERVICE ENTRANCE WEATHERHEAD 11/i1 PVC CONDUIT (SCHEDULE 80) -- WEATHERPROOF HUB CONTROL RELAY -- WOOD OR PVC MOLDING SUPPORT STRAPS — (SPACE EVERY 3') GROUNDING CONDUCTOR 5/8"x 10' COPPER CLAD GROUND ROD AREA LIGHTING RESEARCH, INC. MODEL NO. SST -PV FAIL ON VOLTAGE 105-285 VAC OR APPROVED EQUAL PHOTO CONTROL GRADE LINE /\` `� N METER SOCKET (IF REQUIRED BY UTILITY) WEATHERPROOF HUB 1'/2' PVC CONDUIT (SCHEDULE 80) SUPPORT STRAPS (SPACE EVERY 3') 11/2" PVC EXPANSION COUPLING 1'/2" PVC CONDUIT (SCHEDULE 80) LIGHTING CONTROL CENTER, TYPE "R" UNLESS INDICATED OTHERWISE, ALL COMPONENTS OF THE LIGHTING CONTROL CENTER INSTALLATION ARE TO BE FURNISHED AND INSTALLED BY THE CONTRACTOR. ELECTRICAL SERVICE LOCATION IS APPROXIMATE. ACTUAL LOCATION WILL BE AS DIRECTED BY THE ELECTRIC UTILITY AND PROJECT ENGINEER. CONTACT UTILITY 3 WORKING DAYS PRIOR TO PERFORMING WORK ON THEIR POLES. RISERS AND GROUND CONDUCTORS ARE TO BE POSITIONED (HEIGHT AND QUADRANT) AS DIRECTED BY UTILITY. CONTACT UTILITY 3 WORKING DAYS PRIOR TO REQUIRING SERVICE CONNECTIONS. ALL BOXES AND CABINETS WITH ACCESS TO ELECTRICAL COMPONENTS MUST BE PADLOCKED IMMEDIATELY AFTER INSTALLATION. CONTRACTOR SHALL PROVIDE PADLOCK DURING CONSTRUCTION PERIOD. AFTER FINAL ACCEPTANCE OF' PROJECT, MAINTAINING UTILITY OR AGENCY WILL PROVIDE PADLOCK. RELAY ENCLOSURE RELAY SHALL HAVE A CAST ALUMINUM NEMA 3R WEATHERPROOF CASE. DOOR SHALL BE HINGED, GASKETED AND SHALL HAVE PROVISION FOR A PADLOCK. PROVIDE WEATHERPROOF HUBS FOR ALL CONDUIT ENTRIES AND CABLE -GRIP BUSHINGS OF CORRECT SIZE FOR ALL CABLE ENTRIES. RELAY MAGNETICALLY HELD HEAVY DUTY TYPE DESIGNED TO CARRY FULL RATED LOAD CONTINUOUSLY. RELAY SHALL PROVIDE RELIABLE OPERATION WITHOUT CONTACT PITTING OR WELDING AND SHALL NOT REQUIRE PERIODIC MAINTENANCE. EXPULSION`GAP LIGHTNING ARRESTORS SHALL BE PROVIDED FOR COIL PROTECTION. A THREE POSITION SELECTOR SWITCH WITH LEGEND "HAND -OFF -AUTO" SHALL BE PROVIDED. RELAY SHALL BE BREAKER PROTECTED. CONTROL 1 2 RELAY 100 AMP 100 AMP BREAKERS 30 AMP 30 AMP COIL 60 HZ/120 V 60 HZ/120 V i PROJECT NO. 34-4( 1014) C.N. 41200 SHEET NO. 67 BOLT CIRCLE 131/2' ANCHOR BOLTS 1" DIA. ANCHOR BOLT PROJECTION 23/4" A BELL END STREET LIGHT FOUNDATION DATA MOUNTING HEIGHT A B STEEL CONCRETE UP TO 30' 2'-0" 5'-0" 50 lb. 0.58 CU. YDS. 31' TO 40' 2'-0" 5'-6" 55 lb. 0.64 CU. YDS. 41' TO 50' 2'-6" 6'-0" 63 1b. 1.10 CU. YDS. CONCRETE CLASS "47-B" REINFORCING STEEL: GRADE 60 ANCHOR BOLTS: 1" DIA. (AASHTO M314, GR.55) HEAVY HEX GALVANIZED NUTS: (AASHTO M291, GR A) FLAT WASHERS GALVANIZED: (AASHTO M293) 1" CHAMFER FINISHED GRADE /\Y\\\\`,//,\\\/`\ r\\ 12" MIN. r\ /%/\\7\ `\\\ ATTACH GROUNDING CONDUCTOR TO POLE GROUNDING LUG ---- GROUND ROD 5/8"X 10'-O" MIN. COPPER CLAD -- a 412000DL2.DGN 1/2" CONDUIT FOR GROUND --- 2' -0" ROUND- 2'-0" 0 M 11/2" CONDUIT FOR FEEDER CABLE 6-N0.6 BARS 4-N0.4 BARS CCI f CONCRETE FOUNDATION GALVANIZED 8" MINIMUM -INSIDE SURFACE OF POLE OPPOSITE HANDHOLE —TRANSFORMER GROUNDING FITTING CONNECTOR MANUF. CO. TGC2 OR ERITECH SN250N OR BLACKBURN TTC2 OR, BURNDY EQC632C OR APPROVED EQUAL OR COPPER GROUND WIRE iG 0 M ANCHOR BOLT DETAIL INSIDE SURFACE OF POLE OPPOSITE HANDHOLE COPPER GROUND WIRE SERVICE POST ERITECH SSPS OR BURNDY KC2282 OR APPROVED EQUAL GROUNDING CONNECTORS NOTE: (GROUND ROD) ERITECH 615800 OR BLACKBURN 6268 OR APPROVED EQUAL LUMINAIRE:150 WATT HPS SURFACE MOUNT, PROVIDING 130° LATERAL BEAM DISTRIBUTION AND A CUT-OFF ANGLE ADJUSTABLE FROM 70° TO 80° FROM NADIR. INJECTION MOULDED, UV STABILIZED POLYCARBONATE LENS. DIE CAST OR EXTRUDED ALUMINUM HOUSING SUITABLE FOR OUTDOOR WET LOCATIONS. STYLE: SEE DETAIL BALLAST: CONSTANT WATTAGE, HIGH POWER FACTOR, 240 VOLT PRIMARY PROVIDING RELIABLE OPERATION TO -20° F. UNDERDECK LUMINAIRE TYPE UD- 150 CONNECTOR MANUF. CO. W8585 -WB58 ERITECH HDC 58-HDC58R OR BLACKBURN J-AB-JABH OR BURNDY GKP635 OR APPROVED EQUAL PROJECT T 34_4(1014) C.N. 41200 6 z 0 0 QUANTITY 1 EA. 1 EA. SHEET QUANTITIES . ITEM TRAFFIC SIGNAL REMOVAL AT BURLINGTON AVE. & SOUTH ST. TRAFFIC SIGNAL CONTROLLER. TYPE TC -8S 1 EA. COMBINATION MAST ARM SIGNAL AND LIGHTING POLE, TYPE CMP -25-12 1 EA. COMBINATION MAST ARM SIGNAL AND LIGHTING POLE, TYPE CMP -35-12 1 EA. COMBINATION MAST ARM SIGNAL AND LIGHTING POLE. TYPE CMP -45-12 1 EA. COMBINATION MAST ARM SIGNAL AND LIGHTING POLE, TYPE CMP -50-12 8 EA." TRAFFIC SIGNAL, TYPE TS -1 2 EA. TRAFFIC SIGNAL. TYPE TS-1LL 8 EA. 4 EA. 8 EA. PEDESTRIAN SIGNAL. TYPE PS -1 PEDESTRIAN PUSHBUTTON. TYPE PPB VEHICLE DETECTOR, TYPE A PREEORMEO 6 EA. VEHICLE DETECTOR. TYPE B PREFORMED 7 EA. 3/S 277 L.F. /GS L.F. 97 S L.F. 3,Y L.F. 369 L.F. I 26 124- L.F. 3/9 L.F. 5/1 =MG- 37z L. F. PULL BOX, TYPE PB -1 2' CONDUIT IN TRENCH 2' CONOUIT UNDER ROADWAY 3' CONDUIT UNOER ROADWAY 2/C +14AWG DETECTOR LEAD-IN CABLE 2/C +16AWG PEDESTRIAN PUSH BUTTON LEAD-IN CABLE 7/C +14AWG TRAFFIC SIGNAL CABLE 12/C +14AWG TRAFFIC SIGNAL CABLE GROUNDING CONDUCTOR SERVICE CABLE REMARKS 'SEE SPECIAL PROVISION SEE SPECIAL PROVISION PAO MOUNT GALV. MOUNTING HT. 40' SEE LIGHTING PLANS FOR LUMINAIRE DETAILS GALV. MOUNTING HT. 40' SEE LIGHTING PLANS FOR LUMINAIRE DETAILS GALV. MOUNTING HT. 40' SEE LIGHTING PLANS FOR LUMINAIRE DETAILS GALV. MOUNTING HT. 40' SEE LIGHTING PLANS FOR LUMINAIRE DETAILS W/T36 FACE. BACKPLATE, VISORS AND MA -5 MTG. W/T51A FACE, BACKPLATE, VISORS AND MA -5 MTG. W/T19 FACE. VISORS. AND B4 OR CLAMSHELL MTG. WITH R10-48 SIGNS IMSA 51-5 W/3 TURNS 6'X6' PREFORMED IN SUBBASE BELOW NEW PAVEMENT IMSA 51-5 W/3 TURNS 6'X10' PREFORMED IN SUBBASE BELOW NEW PAVEMENT TRENCHED BEFORE PAVING TRENCHED BEFORE PAVING IMSA 50-2 IMSA 19 OR 20 IMSA 19 OR 20 IMSA 19 OR 20 1/C +8 BARE COPPER 1/C +6 AWG COPPER USE GENERAL NOTES THE LOCATIONS OF ALL AERIAL AND UNDERGROUND UTILITY FACILITIES ARE NOT INDICATED ON THESE PLANS. UNDERGROUND UTILITIES WHETHER SHOWN OR NOT WILL BE LOCATED AND FLAGGED BY THE UTILITIES UPON REQUEST OF THE CONTRACTOR. NO EXCAVATION WILL BE PERMITTED IN THE AREA OF UNDERGROUND UTILITIES UNTIL ALL SUCH FACILITIES HAVE BEEN LOCATED AND IDENTIFIED TO THE SATISFACTION OF ALL PARTIES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTION OF ALL UNDERGROUND AND AERIAL UTILITIES AND CONSTRUCTIONS. 2 ALL SURFACE MATERIALS THAT ARE DISTURBED BY EXCAVATION AND BACKFILLING OPERATIONS SHALL BE REPLACED AND RESTORED IN KIND EQUAL TO OR EXCEEDING THE ORIGINAL CONDITION, INCLUDING SODDING AND SEEDING. 3 ALL LOOP DETECTORS SHALL BE PREFORMED ANO SHALL BE PLACED AT LEAST 2 INCHES BELOW THE BOTTOM OF THE PAVEMENT. LOOPS SHALL BE CENTERED IN THEIR LANE AND THE SPACING BETWEEN LOOPS SHALL BE 10 FEET. SAW CUT LOOPS ARE NOT AN ACCEPTABLE ALTERNATE TO PREFORMED LOOPS. 4 LINEAR MEASUREMENTS ARE TAKEN BETWEEN POLE BASE AND PULL BOX CENTERS AND DO NOT INCLUDE ALLOWANCES FOR MAST ARM LENGTHS, VERTICAL RISES OR SPLICES. 5 SIGNAL HEADS SHALL BE CENTERED OVER THEIR APPROACH LANES AS SHOWN. WHEN TWO SIGNAL HEADS ARE PLACED ON AN APPROACH WITH ONLY ONE THRU LANE, THE SIGNAL HEADS SHALL HAVE A MINIMUM HORIZONTAL SEPARATION OF TEN FEET AND SHALL BE EVENLY SPACED OVER THE THRU LANE. 6 ALL POLE FOUNDATIONS SHALL BE FITTED WITH A MINIMUM OF ONE SPARE CONDUIT BEND. 7 SIGNAL HEAD LENSES SHALL BE ORIENTED ACCORDING TO MANUFAC- TURERS RECOMMENDATIONS STAMPED ON THE LENS. 8 THE INSTALLATION SHALL BE IN ACCORDANCE WITH THE NATIONAL ELECTRIC CODE. INSPECTIONS WILL BE PERFORMED BY DEPARTMENT OF ROADS PERSONNEL. INSPECTION BY OTHER STATE OR LOCAL AGENCIES IS NOT REOUIRED. STA. 107+26, LT. 65' 1 EA. PULL BOX, TYPE PB -1 2 E.A. VEHICLE DETECTOR, TYPE B PREFORMED STA. 107+03, LT. 44.5' 1 EA. COMBINATION MAST ARM SIGNAL AND LIGHTING POLE, TYPE CMP -45-12 2 EA. TRAFFIC SIGNAL, TYPE TS -1 1 EA. TRAFFIC SIGNAL, TYPE TS -ILL 2 EA. PEDESTRIAN SIGNAL, TYPE PS -1 1 EA. PEDESTRIAN PUSHBUTTON TYPE PPB 20 0 20 40 mow scale feet CT NO. 34-4 Coot C.N. STA. 107+72, LT. 51.5' 1 EA. COMBINATION MAST ARM SIGNAL ANO LIGHTING POLE, TYPE CMP -25-12 2 EA. TRAFFIC SIGNAL, TYPE TS -1 2 EA. PEDESTRIAN SIGNAL, TYPE PS -1 1 EA. PEDESTRIAN PUSHBUTTON, TYPE PPB STA. 107+82, LT. 44' 1 EA. PULL BOX, TYPE PB -1 SEE INTERCONNECT PLAN -"a cD 0 01 0 BURLINGTON AVE. SEE INTERCONNECT PLAN STA. 106+71, RT. i/3' 1 EA. PULL BOX, TYPE PB -1 4 EA. VEHICLE DETECTOR, TYPE A PREFORMED EXTEND CITY INSTALLED INTERCONNECT CONDUIT INTO THE PULL BOX STA. 107+03, RT. 50.5' 1 EA. COMBINATION MAST ARM SIGNAL AND LIGHTING POLE, TYPE CMP -35-12 2 EA. TRAFFIC SIGNAL, TYPE TS -1 2 EA. PEDESTRIAN SIGNAL, TYPE PS -1 1 EA. PEDESTRIAN PUSHBUTTON, TYPE PPB PEDESTRIAN PUSHBUTTON AND PUSHBUTTON SIGN LAYOUT SW POLE NW POLE NO ARROW ON SIGN SE POLE NE POLE STA. 107+06, RT. 46' 1 EA. PULL BOX, TYPE PB - .2fi s4 /ov-2 2. 7.? f •f•0 STA.=.._�--, RT.. 1 EA. PULL BOX, TYPE PB - 4 EA. VEHICLE DETECTOR, TYPE A PREFORMED EXTEND CITY INSTALLED INTERCONNECT CONDUIT INTO THE CONTROLLER STA. 107+90, RT (ABUTTING SIDEWALK) 1 EA. TRAFFIC SIGNAL CONTROLLER, TYPE TC -8S STA. 107+82, RT. 4425a/ 1 EA. COMBINATION MAST ARM SIGNAL AND LIGHTING POLE, TYPE CMP -50-12 2 EA. TRAFFIC SIGNAL, TYPE TS -1 1 EA. TRAFFIC SIGNAL, TYPE TS-1LL 2 EA. PEDESTRIAN SIGNAL, TYPE PS -1 1 EA. PEDESTRIAN PUSHBUTTON, TYPE PPB STA. 107+, RT. 66' 1 EA. PULL BOX, TYPE PB- 4 EA. VEHICLE DETECTOR, TYPE B PREFORMED 1 EA. PULL BOX, TYPE /07,46, '7 Joe, /r **THE FOUNDATION FOR POLES WITH MAST ARM LENGTHS OF OVER 45 FEET SHALL BE 12 FEET DEEP BY 3 FEET 1N DIAMETER INSTEAD OF THE STANDARD 8 FOOT DEPTH. THE REINFORCING STEEL IN THE EXTRA 4 FEET OF DEPTH SHALL BE OF THE SAME DIAMETER AND SPACING AS IN THE ORIGINAL 8 FEET OF FOOTING. NEBRASKA DEPARTMENT OF ROADS TRAFFIC ENGINEERING DIVISION TRAFFIC SIGNAL PLAN INSTALLATION DETAILS ESI D V HASTINGS BURLINGTON AVE. d, SOUTH ST. A 0 ER z 0 N i CABLE CONDUCT° COLO :! CO F, Conductor Color SW POLE 12/C-1 Terminations NW POLE 12/C-2 Terminations NE POLE 12/C-3 Terminations SE POLE 12/C-4 Terminations Terminations Terminations BLACK SPARE SPARE SPARE SPARE WHITE COMMON COMMON COMMON COMMON RED 2& 5 RED 4 RED 1& 6 RED 4 RED GREEN 2& 5 GREEN 4 GREEN 1& 6 GREEN 4 GREEN ORANGE 2& 5 AMBER 4 AMBER 1& 6 AMBER 4 AMBER BLUE 5 GREEN ARROW SPARE I GREEN ARROW SPARE WHITE/BUCK 5 AMBER ARROW SPARE 1 AMBER ARROW SPARE RED/BUCK SPARE SPARE SPARE SPARE GREEN/BUCK 2P WALK 2P WALK 6P WALK 6P WALK ORANGE/BLACK 2P DONT WALK 2P DONT WALK 6P DONT WALK 6P DONT WALK BLUE/BUCK 4P WALK 4P WALK 4P WALK 4P WALK BLACK/WHITE 4P DONT WALK 4P DONT WALK 4P DONT WALK 4P DONT WALK All cables pulled into the controller cabinet shall extend at least 5 feet beyond its conduit end. Label each cable pulled into the controller cabinet using the names on this list. Use waterproof Ink on cable markers as manufactured by W.H. Brady, Part *PWC -PIC -6 or approved equal. 4 P H ti 2P 2P 79' 1-12/C 1-2/C PPB 1-2/C DET GC U�U ANN 0 04 04 SEE INTERCONNECT PLAN "'"r 4n� Ge 7/C 4 4 1-12/C 1-2/C PPB 1-2/C DET 1-7/C GC I QQb 6P 4P 6P 120V POWER F CC p. P 57,9 i'a'/2z /73 "R> 34-4 Cio BURLINGTON AVE. v. -SEE INTERCONNECT PLAN 12/C-1 12/C-2 12/C-3 12/C-4 2/C PPB -1 2/C PPB -2 2/C PPB -3 2/C PPB -4 7/C-1 7/C-2 2/C DET -1 2/C DET -2 2/C DET -3 2/C DET -4 S.C. GC SW POLE NW POLE NE POLE SE POLE SW POLE NW POLE NE POLE SE POLE INTERCONNECT TO B ST. INTERCONNECT TO 2ND ST. LOOP 10 LOOP 40 LOOP 41 LOOP 50 120V POWER GROUND NEBRASKA DEPARTMENT OF ROADS TRAFFIC ENGINEERING DIVISION TRAFFIC SIGNAL PLAN WIRING DIAGRAM y DESIGNED ; HASTINGS BURLINGTON AVE. & SOUTH ST. REVIEWED LF APPROVED TRAFFIC ENGINEER A QUANTITY ITEM SHEET QUANTITIES 1 EA. TRAFFIC SIGNAL REMOVAL AT BURLINGTON & 2N0 ST. I EA. TRAFFIC SIGNAL CONTROLLER. TYPE Tc -8m EA. C.' 411NAI ION MAST ARM SIGNAL ANO LIGHTING POLE. TYPE CMP -0-12 1 EA. COMBINATION MAST ARM SIGNAL AND LIOHTINIG r, TYPF rmr 12 I EA. COMBINATION MAST ARM SIGNAL AND LIGHTING POLE. TYPE CMP -40-12 1 EA. COMBINATION MAST ARM SIGNAL AND LIGHTING POLE. TYPE CMP -45-12 6 EA. TRAFFIC SIGNAL. TYPE 1—'1, ! 2 EA. TRAFFIC SIGNAL. TYPE TS -ILL 8 EA. PEDESTRIAN SIGNAL, TYPE PS -i 4 EA. PEDESTRIAN PUSHBUTTON, TYPE PPB 3 EA. VEHICLE DETECTOR, TYPE TO -5 8 EA. VEHICLE DETECTOR, TYPE A PR&ORMED 3 EA. VEHICLE DETECTOR, TYPE B PREFORMED 5 EA. 134 L.F. / 79 +7* L.F. 71 =90- L F 321 144- L.F. Y/7 40 L . F. 3 65 357 L.F. 298 21M L.F. 5'5'0 -543L.F. 3'-'. =e543- L . F . PULL BOX. TYPE PB -I ae CONDUIT IN TRENCH 2' CONDUIT UNDER ROADWAY 3' CONDUIT UNDER ROADWAY 2/C a14AWG DETECTOR LEAD-IN CABLE 2/C •16AWG PEDESTRIAN PUSH BUTTON LEAD-IN CABLE 7/C •14AWG TRAFFIC SIGNAL CABLE 12/C •14AWG TRAFFIC SIGNAI CABLE GROUNDING CONDUCTOR SERVICE CABLE REMARKS SEE SPECIAL PROVISION SEE SPECIAL PROVISION PAO MOONT GA1 V MOUNT 7 Nr " F*LANJ LUMINAIRE DETAILS 4 GALV. MOUNTING mi. 4e SEE LIGHTING PLANS FOR t?Jo!NAIRF OF TAILS GALV. MOUNTING HT. 40' SEE LIGHTING PLANS FOR LUMINAIRE DETAILS crAtIv mOUNTINn HT. 49r SEE LIGHTING PLANS Fu' LUMINAIRE DETAILS W/T36 FACE, BACKPLATE. VISORS AND MA -5 MTG. W/T51A FACE. BACKPLATE. VISORS AND MA -5 MTG. W/T19 FACE. VISORS.AND 84 OR CLAMSHELL MTG. WITH R10-48 SIGNS IMSA 51-5 W/3 TURNS 6'X10' SAW CUT GENERAL NOTES IMSA 51-5 W/3 TURNS.6'X6' PREFORMED IN SUBBASE BELOW NEW PAVEMENT IMSA 51-5 W/3 TURNS 6'X10' PREFORMED IN SUBBASE BELOW NEW PAVEMENT IN TRENCH BEFORE PAVING IN TRENCH BEFORE PAVING IMSA 50-2 IMSA 19 OR 20 IMSA 19 OR 20 IMSA 19 OR 20 1/C ,08 BARE COPPER 1/C 46 AWG COPPER USE 1 THE LOCATIONS OF AtL AFRIAL AND UNDERGROUND UTILITY FACILITIES ARE NOT ;NOIEC oN THFcF Pi AN INOFROROUNO U' TES WHETHER SHOWN OR NOT WILL BE LULi'L NO FLAGGEC B'' THE UTILITIES UPON HEUJES' rw THF CONTRACTOR. NO EXCAVATION WILT RF PERMITTED IN THE AREA Uf ,./NARr,Rni,INO UTILITIES UNTIL ALL SUCH ALILLTILJ HAvE BEEN LOCATEL ANU IDENTIFIED TO THE SATISFACTION OF ALL PARTIES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTION OF ALL uNOERGRouNo AND AERIAL UTILITIES AND CONSTRUCTIONS. 2 ALL SURFACE MATERIALS THAT ARE DISTURBED BY EXCAVATION ANO BACKFILLING OPERATIONS SHALL BE REPLACED ANC RESTORED IN KiNO EQUAL TO OR EXCEEDING THE ORIGINAL CONDITION, INCLUDING SODDING AND SEEDING. 3 THE LOCATION OF THE SAW CUT LOOP DETECTORS IS APPROXIMATE AND MAY BE FIELD ADJUSTED TO MINIMIZE EXPANSION JOINT CROSSINGS. MANHOLES. PAVEMENT CRACKS. ETC. ALL SUCH ADJUSTMENTS MUST FIRST BE APPROVED BY THE ENGINEER. LOOPS SHALL BE CENTERED IN THEIR LANE AND THE SPACING BETWEEN LOOPS SHALL BE APPROX. 10'. THE DEPARTMENT OF ROADS TRAFFIC ENGINEERING DIVISION WILL MARK THE LOCATION OF THE LOOP DETECTORS. CALL BOB SIMARD. (402)479-4594. ONE WEEK BEFORE LOOP CONSTRUCTION BEGINS. 4 ALL PREFORMED LOOP DETErTORS SHALL BE PLACED AT LEAST 2 INCHES BELOW THE BOTTOM OF THE PAVEMENT. LOOPS SHALL BE CENTERED IN THEIR LANE AND THE SPACING BETWEEN LOOPS SHALL BE 10 FEET. SAW CUT LOOPS ARE NOT AN ACCEPTABLE ALTERNATE TO PREFORMED LOOPS 5 LINEAR MEASUREMENTS ARE TAKEN bE-wEEN POLE BASE AND PULL BOX CENTERS AND DO NOT INCLUDE ALLOWANCES FOR MAST ARM LENGTHS. VERTICAL RISES OR SPLICES. 6 SIGNAL HEADS SHALL BE CENTERED OVER THEIR APPROACH LANES AS SHOWN. WHEN TWO SIGNAL HEADS ARE PLACED ON AN APPROACH WITH ONLY ONE THRU LANE. THE SIGNAL HEAPS SHALL HAVE A MINIMUM HORIZONTAL SEPARATION OF TEN FEET AND SHALL BE EVENLY SPACED OVER THE THRU LANE. 7 ALL POLE FOUNDATIONS SHALL BE FITTED WITH A MINIMUM OF ONE SPARE CONDUIT BEND. 8 SIGNAL HEAD LENSES SHALL BE ORIENTED ACCORDING TO MANUFAC- TURERS RECOMMENDATIONS STAMPED ON THE LENS. 9 THE INSTALLATION SHALL BE IN ACCORDANCE WITH THE NATIONAL ELECTRIC CODE. INSPECTIONS WILL BE PERFORMED BY DEPARTMENT OF ROADS PERSONNEL. INSPECTION BY OTHER STATE OR LOCAL AGENCIES IS NOT REQUIRED. 1 EA. PULL BOX, 1 YPE. ' LA. ../F$4!rr- prTrrTnP, TYPE Tn 9 3 EA. VEHICLE DE TEC I OR, TYPE B PREFORMED S A. 11+5O, 1 EA. COMBINATION MAST ARM SIGNAL AND LIGHTING POLE, TYPE CMP -40-12 2 EA. TRAFFIC SIGNAL, TYPE TS -I 1. EA. TRAFFIC SIGNAL, TYPE TS -1LL 2 EA. PEDESTRIAN SIGNAL, TYPE PS -1 1 EA. PEDESTRIAN PUSHBUTTON, TYPE PPB 20 0 20 • 40 roe - (-) o LLI -„J 11JZ Z X X LU 0 11. - Lu 0 A scale 7 z n L) LiJ feet T 4-4(1014) C. STA. 117+2W LT. 3/' 1 EA. PULL BOX, TYPE P Building STA. 11744 U. 39' 1 EA. COMBINATION MAST ARM SIGNAL AND LIGHTING POLE, TYPE CMP -O-12 2 EA. PEDESTRIAN SIGNAL, TYPE PS -1 1 EA. PEDESTRIAN PUSHBUTTON, TYPE PPB STA. 116+40, LT. 39' (DOOR FACING AWAY FROM STREET) 1 EA. TRAFFIC SIGNAL CONTROLLER, TYPE TC -8M 2" ---40/V- SEE INTERCONNECT PLAN{--- STA. 116+18, RT.4 1 EA. PULL BOX, TYPE PB - 4 EA. VEHICLE DETECTOR, TYPE A PREFORMED STA. 116+40, RT. 4//' 1 EA. PULL BOX, TYPE PB -1 STA. 1164-4 RT. 42' 1 EA. COMBINATION MAST ARM SIGNAL AND - LIGHTING POLE, TYPE CMP- 35 -12 2 EA. TRAFFIC SIGNAL, TYPE TS -1 2 EA. PEDESTRIAN SIGNAL, TYPE PS -1 1 EA. PEDESTRIAN PUSHBUTTON, TYPE PPB PEDESTRIAN PUSHBUTTON AND PUSHBUTTON SIGN LAYOUT SW POLE 0 NE POLE 0 SE POLE 0 NE POLE 0 Building STA. 117+79, LT.3? ' 1 EA. PULL BOX, TYPE PB - 4 EA. VEHICLE DETECTOR, TYPE A PREFORMED STA. 117+35, RT. 42' 1 EA. COMBINATION MAST ARM SIGNAL AND LIGHTING POLE, TYPE CMP - 45 - I 2 2 EA. TRAFFIC SIGNAL, TYPE TS -1 1 EA. TRAFFIC SIGNAL, TYPE TS-1LL 2 EA. PEDESTRIAN SIGNAL, TYPE PS -1 1 EA. PEDESTRIAN PUSHBUTTON, TYPE PPB SEE INTERCONNECT PLAN BURL 4 ' 1 NEBRASKA DEPARTMENT OF ROADS TRAFFIC ENGINEERING DIVISION TRAFFIC SIGNAL PLAN INSTALLATION DETAILS DESIGNED HASTINGS BURLINGTON AVE. & 2ND ST. REVIEWED e APPR ED TRAFFIC ENGINEER DATE d 4 s All cables pulled into the controller cabinet shall extend at least 5 feet beyond its conduit end. Label each cable pulled into the controller cabinet using the names on this list. Use waterproof ink on cable markers as manufactured by W.H. Brady, Part *PWC -PIC -6 or approved equal. S412OD.DGN 12/C--1 12/C-2 12/C-3 2/C PPB -1 2/C PPB -2 2/C PPB -3 2/C PPB -4 7/C-1 7/C-2 7/C-3 2/C DET -1 2/C DET -2 2/C DET -3 2/C DET -4 S.C. GC SW POLE NE POLE SE POLE SW POLE NE POLE SE POLE NW POLE NW POLE INTERCONNECT TO SOUTH ST. INTERCONNECT TO 3RD ST. LOOP 10 LOOP 40 LOOP 41 LOOP 50 120V POWER GROUND F -- I -2/C PPB 1-2/C DET GC 1-2/C DET 1-7/C GC /13 -' �/C C �C pp8 4 2P 2P 4P U U N N. N. w N N r --- I I i i U NN. -DC7 SEE INTERCONNECT PLAN -Nor 22' 4P 1-2/C DET 1-7/C GC 29' 2-12/C 2-2/C PPB GC 6P 6.0111-i- 6 ••4111-}- 66' 4P 1-12/C c 1-2/C PPB GC 6P 34-4 (1014 C SEE INTERCONNECT' PLAN BURLINGTON AVE. NEBRASKA DEPARTMENT OF ROADS TRAFFIC ENGINEERING DIVISION TRAFFIC SIGNAL PLAN WIRING DIAGRAM DESIG ED HASTINGS BURLINGTON AVE. & 2ND ST. C•NDUCTO! COL• , CODE Conductor Color SW POLE 12/C-1 Terminations NE POLE 12/C-2 Terminations SE POLE 12/C-3 Terminations NW POLE 7/C-1 Terminations Terminations Terminations BLACK SPARE SPARE SPARE . SPARE WHITE COMMON COMMON COMMON COMMON RED 2 & 5 RED 1& 6 RED -4 RED 2P DONT WALK GREEN 2 & 5 GREEN 1 & 6 GREEN 4 GREEN 2P WALK ORANGE 2 & 5 AMBER 1& 6 AMBER 4 AMBER 4P DONT WALK BLUE 5 GREEN ARROW 1 GREEN ARROW SPARE 4P WALK WHITE/BLACK 5 AMBER ARROW 1 AMBER ARROW SPARE SPARE RED/BLACK SPARE SPARE SPARE GREEN/BLACK 2P WALK 6P WALK 6P WALK ORANGE/BLACK 2P DONT WALK 6P DONT WALK 6P DONT WALK BLUE/BLACK 4P WALK 4P WALK 4P WALK BLACK/WHITE 4P DONT WALK 4P DONT WALK 4P DONT WALK s All cables pulled into the controller cabinet shall extend at least 5 feet beyond its conduit end. Label each cable pulled into the controller cabinet using the names on this list. Use waterproof ink on cable markers as manufactured by W.H. Brady, Part *PWC -PIC -6 or approved equal. S412OD.DGN 12/C--1 12/C-2 12/C-3 2/C PPB -1 2/C PPB -2 2/C PPB -3 2/C PPB -4 7/C-1 7/C-2 7/C-3 2/C DET -1 2/C DET -2 2/C DET -3 2/C DET -4 S.C. GC SW POLE NE POLE SE POLE SW POLE NE POLE SE POLE NW POLE NW POLE INTERCONNECT TO SOUTH ST. INTERCONNECT TO 3RD ST. LOOP 10 LOOP 40 LOOP 41 LOOP 50 120V POWER GROUND F -- I -2/C PPB 1-2/C DET GC 1-2/C DET 1-7/C GC /13 -' �/C C �C pp8 4 2P 2P 4P U U N N. N. w N N r --- I I i i U NN. -DC7 SEE INTERCONNECT PLAN -Nor 22' 4P 1-2/C DET 1-7/C GC 29' 2-12/C 2-2/C PPB GC 6P 6.0111-i- 6 ••4111-}- 66' 4P 1-12/C c 1-2/C PPB GC 6P 34-4 (1014 C SEE INTERCONNECT' PLAN BURLINGTON AVE. NEBRASKA DEPARTMENT OF ROADS TRAFFIC ENGINEERING DIVISION TRAFFIC SIGNAL PLAN WIRING DIAGRAM DESIG ED HASTINGS BURLINGTON AVE. & 2ND ST. REVIEWED Ly.. APPROVED er0o04 TRAFFIC ENGINEER DATE ., i A. SHEET QUANTITIES QUANTITY ITEM 1 EA. TRAFFIC SIGNAL REMOVAL AT BURLINGTON AVE. & 3RD ST. 1 EA. TRAFFIC SIGNAL CONTROLLER. TYPE TC -8S • 1 EA. COMBINATION MAST ARM SIGNAL AND LIGHTING POLE, TYPE CMP -30-12 2 EA. COMBINATION MAST ARM SIGNAL AND LIGHTING POLE, TYPE CMP -35-12 1 EA. COMBINATION MAST ARM SIGNAL AND LIGHTING POLE, TYPE CMP -40-12 8 EA. TRAFFIC SIGNAL. TYPE TS -1 8 EA. PEDESTRIAN SIGNAL, TYPE PS -1 4 EA. PEDESTRIAN PUSHBUTTON, TYPE PPB 5 EA., VEHICLE DETECTOR, TYPE TO -5 4 EA. VEHICLE DETECTOR. TYPE A PREFORMED 5 EA.` VEHICLE DETECTOR, TYPE B PREFORMED 6 EA. PULL BOX. TYPE PB -1 /t7 teorL.F. 2' CONDUIT IN TRENCH /SG L.F. 2' CONDUIT UNDER ROADWAY 97 L.F. 3' CONDUIT UNDER ROADWAY tals-L.F. 2/C •14AWG DETECTOR LEAD-IN CABLE 1'I/ lmm7L.F. 2/C *16AWG PEDESTRIAN PUSH BUTTON LEAD-IN CABLE 215 L.F. 7/C •14AWG TRAFFIC SIGNAL CABLE WY L.F. 12/C *14AWG TRAFFIC SIGNAL CABLE 4 L.F. GROUNDING CONDUCTOR 320 L.F. SERVICE CABLE REMARKS SEE SPECIAL PROVISION SEE SPECIAL PROVISION PAD MOUNT GALV. MOUNTING HT. 40' SEE LIGHTING PLANS FOR LUMINAIRE DETAILS GALV. MOUNTING HT. 40' SEE LIGHTING PLANS FOR LUMINAIRE DETAILS GALV. MOUNTING HT. 40' SEE LIGHTING PLANS FOR LUMINAIRE DETAILS W/T36 FACE, BACKPLATE. VISORS AND MA -5 MTG. W/T19 FACE, VISORS.AND 84 OR CLAMSHELL MTG. WITH R10-48 SIGNS IMSA 51-5 W/3 TURNS 6'X10' SAW CUT IMSA 51-5 W/3 TURNS 6'X6' PREFORMED IN SUBBASE BELOW NEW PAVEMENT IMSA 51-5 W/3 TURNS 6'X10' PREFORMED IN SUBBASE BELOW NEW PAVEMENT IN TRENCH BEFORE PAVING IN TRENCH BEFORE PAVING IMSA 50-2 IMSA 19 OR 20 IMSA 19 OR 20 IMSA 19 OR 20 1/C *8 BARE COPPER 1/C •6 AWG COPPER USE GENERAL NOTES 1 THE LOCATIONS OF ALL AERIAL AND UNDERGROUND UTILITY FACILITIES ARE NOT INDICATED ON THESE PLANS. UNDERGROUND UTILITIES WHETHER SHOWN OR NOT WILL BE LOCATED ANO FLAGGED BY THE UTILITIES UPON REQUEST OF THE CONTRACTOR. NO EXCAVATION WILL BE PERMITTED IN THE AREA OF UNDERGROUND UTILITIES UNTIL ALL SUCH FACILITIES HAVE BEEN LOCATED AND IDENTIFIED TO THE SATISFACTION OF ALL PARTIES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTION OF ALL UNDERGROUND AND AERIAL UTILITIES AND CONSTRUCTIONS. 2 ALL SURFACE MATERIALS THAT ARE DISTURBED BY EXCAVATION AND BACKFILLING OPERATIONS SHALL BE REPLACED AND RESTORED IN KIND EQUAL TO OR EXCEEDING THE ORIGINAL CONDITION, INCLUDING SODDING AND SEEDING. 3 THE LOCATION OF THE SAW CUT LOOP DETECTORS IS APPROXIMATE AND MAY BE FIELD ADJUSTED TO MINIMIZE EXPANSION JOINT CROSSINGS, MANHOLES, PAVEMENT CRACKS, ETC. ALL SUCH ADJUSTMENTS MUST FIRST BE APPROVED BY THE ENGINEER. LOOPS SHALL BE CENTERED IN THEIR LANE AND THE SPACING BETWEEN LOOPS SHALL BE APPROX. 10'. THE DEPARTMENT OF ROADS TRAFFIC ENGINEERING DIVISION WILL MARK THE LOCATION OF THE LOOP DETECTORS. CALL BOB SIMARD. (402)479-4594, ONE WEEK BEFORE LOOP CONSTRUCTION BEGINS. 4 ALL PREFORMED LOOP DETECTORS SHALL BE PLACED AT LEAST 2 INCHES BELOW THE BOTTOM OF THE PAVEMENT. LOOPS SHALL BE CENTERED IN THEIR LANE AND THE SPACING BETWEEN LOOPS SHALL BE 10 FEET. SAW CUT LOOPS ARE NOT AN ACCEPTABLE ALTERNATE TO PREFORMED LOOPS 5 LINEAR MEASUREMENTS ARE TAKEN BETWEEN POLE BASE AND PULL BOX CENTERS AND DO NOT INCLUDE ALLOWANCES FOR MAST ARM LENGTHS, VERTICAL RISES OR SPLICES. 6 SIGNAL HEADS SHALL BE CENTERED OVER THEIR APPROACH LANES AS SHOWN. WHEN TWO SIGNAL HEADS ARE PLACED ON AN APPROACH WITH ONLY ONE THRU LANE. THE SIGNAL HEADS SHALL HAVE A MINIMUM HORIZONTAL SEPARATION OF TEN FEET AND SHALL BE EVENLY SPACED OVER THE THRU LANE. 7 ALL POLE FOUNDATIONS SHALL BE FITTED WITH A MINIMUM OF ONE SPARE CONDUIT BEND. 8 SIGNAL HEAD LENSES SHALL BE ORIENTED ACCORDING TO MANUFAC- TURtRS RECOMMENDATIONS STAMPED ON THE LENS. 9 THE INSTALLATION SHALL BE IN ACCORDANCE WITH THE NATIONAL ELECTRIC CODE. INSPECTIONS WILL BE PERFORMED BY DEPARTMENT OF ROADS PERSONNEL. INSPECTION BY OTHER STATE OR LOCAL AGENCIES IS NOT REQUIRED. STA. 120+10, LT. 64.5' 1 EA. PULL BOX, TYPE PB -1 2 EA. VEHICLE DETECTOR, TYPE TD -5 2 EA. VEHICLE DETECTOR, TYPE B PREFORMED STA. 116+95, LT. 1 EA. PULL BOX, TYPE PB -1 STA. 119+82. LT. 39' 1 EA. COMBINATION MAST ARM SIGNAL AND LIGHTING POLE, TYPE CMP -30-12 2 EA. TRAFFIC SIGNAL, TYPE TS -1 2 EA. PEDESTRIAN SIGNAL, TYPE PS -1 1 EA. PEDESTRIAN PUSHBUTTON, TYPE PPB STA. 119+53, LT.4'S 1 EA. PULL BOX, TYPE PB - 4 EA. VEHICLE DETECTOR, TYPE A PREFORMED SEE INTERCONNECT PLAN"will- m STA. 119+95, RT. 54.5' 1 EA. COMBINATION MAST ARM SIGNAL AND LIGHTING POLE, TYPE CMP -40-12 2 EA. TRAFFIC SIGNAL, TYPE TS -1 2 EA. PEDESTRIAN SIGNAL, TYPE PS -1 1 EA. PEDESTRIAN PUSHBUTTON, TYPE PPB ONLY R3 -5R-30 R3 -5L-30 SIGNS TO BE INSTALLED ON THE MAST ARM BY OTHERS 20 0 20 40 scale OD C\I Or) feet CT 34-4 0014 14 7 C STA. 120+62.5, LT. 56' 1 EA. COMBINATION MAST ARM SIGNAL AND LIGHTING POLE, TYPE CMP -35-12 2 EA. TRAFFIC SIGNAL, TYPE TS -1 2 EA. PEDESTRIAN SIGNAL, TYPE PS -1 1 EA. PEDESTRIAN PUSHBUTTON, TYPE PPB STA. 120+70, LT. (ABUTTING SIDEWALK) 3" / 1 EA. TRAFFIC SIGNAL CONTROLLER, TYPE TC -8S STA. 120+07, RT. 61' 1 EA. PULL BOX, TYPE P8-1 1 EA. VEHICLE DETECTOR, TYPE TD -5 1 EA. VEHICLE DETECTOR, TYPE B PREFORMED PEDESTRIAN PUSHBUTTON AND PUSHBUTTON SIGN LAYOUT SW POLE 0 NW POLE 0 NO ARROW ON SIGN SE POLE NE POLE r0 fly BURLINGTON AVE. SEE INTERCONNECT PLAN STA. 120+79, RT.W/ 1 EA. PULL BOX, TYPE PB -1 STA. 120+80.5, RT. 45' 1 EA. COMBINATION MAST ARM SIGNAL AND LIGHTING POLE, TYPE CMP -35-12 2 EA. TRAFFIC SIGNAL, TYPE TS -1 2 EA. PEDESTRIAN SIGNAL, TYPE PS -1 1 EA. PEDESTRIAN PUSHBUTTON, TYPE PPB STA. 120+61, RT. �4. 1 EA. PULL BOX, TYPE PB -1 2 EA. VEHICLE DETECTOR, TYPE TD -5 2 EA. VEHICLE DETECTOR, TYPE B PREFORMED NEBRASKA DEPARTMENT OF ROADS TRAFFIC ENGINEERING DIVISION TRAFFIC SIGNAL PLAN INSTALLATION DETAILS DESIGNED gy HASTINGS BURLINGTON AVE. & 3RD T. REVIEWED APPROVED , ae-e TRAFF C ENGI ER ,ti s DATE 0 0 CA, LE CON UCTOR COLOH\ COIE Conductor Color SW POLE 12/C-1 Terminations NW POLE 12/C-2 Terminations NE POLE 12/C-3 Terminations SE POLE 12/C-4 Terminations Terminations Terminations BUCK SPARE SPARE SPARE SPARE WHITE COMMON COMMON COMMON COMMON RED 2 RED 4 RED 2 RED 4 RED GREEN 2 GREEN 4 GREEN 2 GREEN 4 GREEN ORANGE 2 AMBER 4 AMBER 2 AMBER 4 AMBER BLUE SPARE SPARE SPARE SPARE WilfrE/BUCK SPARE SPARE SPARE SPARE RED/BUCK SPARE SPARE SPARE SPARE GREEN/BLACK 2P WALK 2P WALK 2P WALK 2P WALK ORACEIBUCK 2P DONT WALK 2P DONT WALK 2P DONT WALK 2P DONT WALK BLUE/BLACK 4P WALK 4P WALK 4P WALK 4P WALK BUCK/WHITE 4P DONT WALK 4P DONT WALK 4P DONT WALK 4P DONT WALK All cables pulled into the controller cabinet shall extend at least 5 feet beyond its conduit end. Label each cable pulled into the controller cabinet using the names on this list. Use waterproof ink on cable markers as manufactured by W.H. Brady, Part *PWC -PIC -6 or approved equal. • SEE INTERCONNECT PLAN 1-7/C 1-2/C DET GC 42' 4P 4P 2P V) 76' 321 1-12/C 1-2/C PPB 1-7/C 2-2/C DET GC CO 1--- U.1 C.) (..) (..) N 111i0 N N CD 24l 1-12/C 1-2/C PPB 1-2/C DET GC 12/C-1 12/C-2 12/C-3 12/C-4 2/C PPB -1 2/C PPB -2 2/C PPB -3 2/C PPB -4 7/C-1 7/C-2 2/C DET -1 2/C DET -2 2/C DET -3 2/C DET -4 S.C. GC SW POLE NW POLE NE POLE SE POLE SW POLE NW POLE NE POLE SE POLE INTERCONNECT INTERCONNECT LOOP 10 FOR LOOP 40 LOOP 41 LOOP 42 120V POWER GROUND c. TO 2ND TO 7TH FUTURE BURLINGTON AVE, 300 -SEE INTERCONNECT PLAN 4P ST. ST. USE NEBRASKA DEPARTMENT OF ROADS TRAFFIC ENGINEERING DIVISION TRAFFIC SIGNAL PLAN WIRING DIAGRAM 1 DESIGNEDt',// HASTINGS BURLINGTON AVE. & 3RD ST. REVIEWED f'./ APPROVED iles o.e.-417,. TRAFFIC ENGINEER DAM 4 ,_ 0 z r_ F- 0 X < W W I 2 >- CC W W J > 0< +69 "A" STREET Ln O 50 —111111111=0""--- 0 50 100 scale feet / \i O AP 1031117 z 0 0 0 O N BURLINGTON AVE. CONDUIT BY CITY_I/ OF HASTINGS BURLINGTON AVE. O CV 341' 1-7/C GC ( PULL BOX AT STA. 106+71, RT. I3'R1 TRAFFIC SIGNAL CONTROLLER AT , STA. 107+90, RT. .3.5' STA. 123+47, LT. 55' 1 EA. PULL BOX, TYPE PB - 1 EA. VEHICLE DETECTOR, TYPE B PREFORMED en 23 7 II 2"-371' 1-7/C GC PULL BOX AT STA. 120+79, RT.yo Ln T F- 0 z 0 0 W 0 STA. 117+79, LT. + PROJECT NO. SHEET NO. 34-4(1014) 75 C.N. 41200 22 APR 96 STA. 119+53, LT. 2" -174' h' -s"' 1-7/C GC 0- 44' wane Cn -------------------610------------------® /0i,rrBox 1-7/C aa- fol y' GC 7 CONDUIT BY CITY OF HASTINGS STA. 124+13, LT. 35' 1 EA. PULL BOX, TYPE PB- M 2/b STA. 123+25, RT. YC 1 EA. PULL BOX, TYPE PB - GENERAL NOTES In (V 60' STA. 124+13, RT.i/o1 387' 2" -3 1-7/C GC . . 124 1- , RT. 1 EA. PULL BOX, TYPE PB -1 STA. 123+90, RT. 60' 1 EA. PULL BOX, TYPE PB -1 2 EA. VEHICLE DETECTOR, TYPE B PREFORMED 1 THE LOCATIONS OF ALL AERIAL AND UNDERGROUND UTILITY FACILITIES ARE NOT INDICATED ON THESE PLANS. UNDERGROUND UTILITIES WHETHER SHOWN OR NOT WILL BE LOCATED AND FLAGGED BY THE UTILITIES UPON REQUEST OF THE CONTRACTOR. NO EXCAVATION WILL BE PERMITTED IN THE AREA OF UNDERGROUND UTILITIES UNTIL ALL SUCH FACILITIES HAVE BEEN LOCATED AND IDENTIFIED TO THE SATISFACTION OF ALL PARTIES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTION OF ALL UNDERGROUND AND AERIAL UTILITIES AND CONSTRUCTIONS. 2 ALL SURFACE MATERIALS THAT ARE DISTURBED BY EXCAVATION AND BACKFILLING OPERATIONS SHALL BE REPLACED AND RESTORED IN KIND EQUAL TO OR EXCEEDING THE ORIGINAL CONDITION, INCLUDING SODDING AND SEEDING. 3 LINEAR MEASUREMENTS ARE TAKEN BETWEEN POLE BASE AND PULL BOX CENTERS AND DO NOT INCLUDE ALLOWANCES FOR MAST ARM LENGTHS, VERTICAL RISES OR SPLICES. 1 r- nor -ss' 3-s ' F' F - LL h-1 LL N O 127-32. 3(' -!1 ........ ---_; STA. 114+(��jf RT. in,- 6- 1 EA. PULL BOX, TYPE PB -1 EXTEND CITY INSTALLED CONDUIT INTO THIS PULL BOX STA. 128+00, RT.sY' 1 EA. PULL BOX, TYPE PB - QUANTITY ITEM y2G 2" -' 1-7/C GC SHEET QUANTITIES 0 M T 5 I/" oo Ny'Rf 2/2- 2"--218' 2"--218' 1-7/C GC first .�s 35 ' �P 9 PULL BOX AT STA. 116+18, RT. .4#' REMARKS BURLINGTON AVE. M M F- () F - z LU LU 0 0 9 W N 1 EA. TRAFFIC SI GNAL REMOVAL AT BURLINGTON SEE SPECI AL PROVISION AVE. & 1ST ST. 1 EA. TRAFFIC SI GNAL REMOVAL AT BURLINGTON SEE SPECI AL PROVISION AVE. & 4TH ST. 9 -5--4- EA. PULL BOX, TYPE PB -1 L. F. 2" CONDUI T I N TRENCH 41F 109 L.F. 2" CONDUIT UNDER ROADWAY 2783 -2-4-9-I- L. F. 7/C 41 4AWG TRAFFIC SIGNAL CABLE 2 713 - L. F. GROUNDING CONDUCTOR 3 EA. VEHICLE DETECTOR, TYPE B PREFORMED 75 L. F. 3" CONDUIT UNDER ROADWAY IN TRENCH BEFORE PAVING I MSA 19 OR 20 1/C 48 BARE COPPER I MSA 51-5 W/3 TURNS, 6' X1 0' PREFORMED IN SUBBASE BELOW NEW PAVEMENT IN TRENCH BEFORE PAVING EXISTING /- 7/c. GG STA. 132+2, RT. OVER EXISTING INTERCONNECT CONDUIT 1 EA. PULL BOX, TYPE PB -1 EX is/; A. ij a°x X33' 3'/ BURLINGTON AVE. NEBRASKA DEPARTMENT OF ROADS TRAFFIC ENGINEERING DIVISION TRAFFIC SIGNAL PLAN INTERCONNECT PLAN DESIGNED 74/ REVIEWED BURLINGTON AVE. IN HASTINGS A ST. TO 7TH ST. APPR VEO TRAFFIC ENGINEER DATE VEHICLE DETECTOR, TYPE TD -5 EXPANSION JOINT OR CRACK SPLICE TO 2/C LEAD-IN CABLE (IMSA 50-2) LOOP WIRE IN CONDUIT SHALL BE TWISTED 3 TURNS'PER FT • 01. t 2" DETAIL A CHIP -OUT CORNER OR DRILL 2" DIA SAW CUT DIA DRILL THRU PAVEMENT 1e" -1 SDETECTO.DGN I1. SOFT PLUG IO PREVENT EPDXY CEMENT FROM FILLING CONDUIT 3/4" CONDUI I T SECTION B -B 3/4"FLEXIBLE NON-METALLIC TUBING CORROSION AND WEATHER RESISTANT WITH A NOMINAL WALL THICKNESS OF 1/16" LOOP DETECTOR SEALANT EXPANSION JOINT OR CRACK LOOP WIRE f'd:/fieZ1:74 f ---- I Or/ezz, z.,114 6" MIN D P SOFT PLUG TO PREVENT LOOP DETECTOR SEALANT FROM FILLING CONDUIT SECTION C -C 3" MIN 3/4" WIDE SAW SLOT ACROSS CRACKS AND EXPANSION JOINTS DETECTOR LOOP WIRE 2" 3" MIN IN EXPANSION ALLOW FOR DISTANCE MIN MIN VICINITY OF JOINTS TO REO'D CLEAR OF TUBING SECTION D -D CONCRETE DETECTOR LOOP WIRE 3/8" MIN SECTION D -D ASPHALT VEHICLE DETECTOR, TYPE SPLICE TO 2/C LEAD-IN CABLE (IDSA 50-2) 6" PREFORMED 2" TO 3" �4• • a 111.1 SPLICE TO 2/C LEAD-IN CABLE (IMSA 50-2) 4" MIN (TYP.) 24" LOOP WIRE PREFORMED LOOP TWISTED 3 TURNS/FT 3/4" CONDUIT VEHICLE DETECTOR, TYPE TD -3 DUPLEX DETECTOR LEADS - 2" MAX LIP MAX I SEE PLANS FOR SPACING OF t : DETECTOR(S) IN CONDUIT -t I t MAGNETIC DETECTOR NOTES CAP 3" NON-FERROUS CONDUIT SHALL SLOPE TOWARD PULL BOX TO PROVIDE DRAINAGE 1. BACKFILLING SHALL BE DONE IN ACCORDANCE WITH THE NEBRASKA STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION. 2. SPLICES. A. SPLICES TO THE DETECTOR LEAD-IN CABLE SHALL BE MADE WITH 3M "DBY" DIRECT BURY SPLICE KIT, 3M MODEL NO. 314 SPLICE KIT, OR BUCHANAN BCAP MODEL NO. BT52. THE USE OF ANY OTHER MECHANICAL CONECTORS SHALL BE APPROVED BY THE NEBRASKA DEPARTMENT OF ROADS TRAFFIC SIGNAL ENGINEER. NO SPLICES SHALL BE MADE'IN THE DETECTOR LEAD-IN CABLE. 3. PREFORMED LOOPS SHALL BE USED WHEN NEW PAVEMENT IS POURED, SAW CUT LOOPS ARE NOT AN ACCEPTABLE ALTERNATE TO PREFORMED LOOPS. SAW CUTS. A. ALL SAW CUTS SHALL BE MADE WITH A WATER COOLED SAW BLADE. B. IMMEDIATELY BEFORE LAYING THE LOOP CABLE, THE SAW CUT SHALL BE THOROUGHLY CLEANED AND DRIED WITH HIGH PRESSURE COMPRESSED AIR. C. THE WIRE SHALL BE POSITIONED BY USE OF A BLUNT INSTRUMENT SO AS TO MINIMIZE THE CHANCE OF DAMAGE TO THE CABLE INSULATION (THE USE OF A SCREW DRIVER. SAWBLADE, ETC. WILL NOT BE PERMITTED). D. AFTER THE LOOP WIRE IS INSTALLED, EPDXY OR OTHER PRIOR APPROVED MATERIAL SHALL BE USED TO FILL THE SAW CUT BEFORE MOISTURE OR DIRT'CAN ACCUMULATE. LOOP INSTALLATION MAY BE RESTRICTED DUE TO ADVERSE CLIMATICAL CONDITIONS (DAMPNESS. DUST, ETC.). TD -5 8. PREFORMED LOOPS. A. LOOP SIZE AND LOCATION SHALL BE AS SHOWN IN THE PLANS. B. THE NUMBER OF TURNS OF WIRE SHALL BE AS INDICATED IN THE PLANS OF THE SPECIFIC INSTALLATION OR AS OTHERWISE SPECIFIED BY THE EQUIPMENT MANUFACTURER SUPPLYING THE LOOP DETECTOR AMPLIFIERS. AND APPROVED BY THE TRAFFIC ENGINEERING DIVISION. ALL LOOP WIRE IN ADJACENT LOOPS SHALL BE LAID EITHER IN A CLOCKWISE OR COUNTER- CLOCKWISE DIRECTION AND THE LEADS TAGGED AT THE TIME OF INSTALLATION TO CLEARLY IDENTIFY THEIR DIRECTION. C. LOOP WIRE SHALL BE CONTINUOUS (NO SPLICES PERMITTED) FROM THE PULL BOX OR FOUNDATION THROUGHOUT THE LOOP CONFIGURATION. D. ELECTRICAL CONTINUITY TESTS SHALL BE PERFORMED FOR EACH LOOP. a. SERIES RESISTANCE OF LOOP SHALL BE LESS THAN 5 OHMS AND SHALL BE STEADY. b. INDUCTANCE OF THE FINISHED LOOP SHALL BE BETWEEN 100-850 MICROHENRIES. c. FINISHED LOOP MUST SHOW NO SHORTED TURNS, NO BROKEN WIRE AND 10 MEGOHMS (MINIMUM) RESISTANCE TO GROUND, MEASURED WITH A DUALITY MEGOHM METER. RESISTANCE -TO -GROUND SHALL BE MEASURED FOR EACH LOOP DETECTOR. E. LOOP WIRE SHALL BE IMSA 51-5. NEBRASKA DEPARTMENT OF ROADS TRAFFIC ENGINEERING DIVISION TRAFFIC SIGNAL PLAN DESIGNED VIEWED DETECTOR DETAIL A �V TRAFFIC ENGINEER OA PAVEMENT JOINTS NEBRASKA DEPARTMENT OF ROADS TRAFFIC ENGINEERING DIVISION Pavemen-1- Mar -king Plains LEFT TURN ARROW RIGHT TURN ARROW DOUBLE YELLOW PAV= M= NT VIAR<ING ARROW DETAIL NEBRASKA DEPARTMENT ENT OF ROA TRAFFIC :NGINEERING DIV' Pavement Mark Ing 1. DESIGNED SOLID YELLOW W/DASH YELLOW 6' DASH, 18' GAP BURLINGTON AVE. 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L . i I i 0 • I ... _ - -a, - 1 - 3--J.- -:-. _L__ --1.- -_ -A1 -I _..1 -a r -•,_ ----.1 ---._1.__.._,_„....,____r__-_._..I._-. 1 L _1-......_ - - t. t . , 'o- . , . ---r , 4. - L _ ' ' - : - , r 1 ' ---- i .1" - -t - t _L.t ---- L. - 1- 'r , I : -r - , 1 - . _I 4.:.- _L. _ -- . _ . . 1- - , -- : - _ 1 4-- r . : 4 , . - . --- _g_ L , 9.- I ; r ; _L. , - .. , ,I , - _ • . tI - -o- - - - I , I • -- y4..--�. �_. t "'� _- f ��` f f } i F'. 4-1 t f f�4 I I j" t l " $".4.T;[ i Y f ' 1 ff 1 � t,t _- Ai * ._ f.-.. . ,,.-tt 1 f .. r. I, I { t I I 1 1 Y 1 � i - "t' --A------ 3_ aI -_'--- _._ �trr4_l I � 1 i d Y t } , 1 � 3 i I 1 Y 4 }w..4. -A-- 3 r r _-1.---i -.-' � i Y 1 i f Y t i 1 ( { 1 r I i I N J:\20598\0002\0 1! 11.111. BURLINGTON NORTHERN RAILROAD COMPANY Mik/d/ GENERAL NOTES THIS STRUCTURE IS DESIGNED IN ACCORDANCE WITH THE A.R.E.A. MANUAL FOR RAILWAY ENGINEERING (FIXED PROPERTIES) CURRENT EDITION PLUS PERTINENT REQUIREMENTS OF THE BNRR, CONSTRUCTION SPECIFICATIONS SHALL BE IN ACCORDANCE WITH THE "STATE OF NEBRASKA DEPARTMENT OF ROADS STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION"' 1985. WELDING SHALL BE IN ACCORDANCE WITH THE 1988 "AMERICAN WELDING SOCIETY STRUCTURAL WELDING CODE (D1 5)" AND A.R.E.A, MODIFICATIONS. CONCRETE SHALL BE CLASS "47BD" WITH A 28 -DAY STRENGTH OF 4,000 PSI. ALL REINFORCING STEEL SHALL CONFORM TO THE REQUIREMENTS OF ASTM A615 GRADE 60, EXCEPT PIER SHAFT REINFORCING WHICH SHALL CONFORM TO THE REQUIREMENTS OF THE "STATE OF NEBRASKA DEPARTMENT OF ROADS STANDARD SPECIFICATION FOR HIGHWAY CONSTRUCTION" 1985, SECTION 1037 AND ASTM A615 GRADE 60. THE MINIMUM CLEARANCE MEASURED FROM THE FACE OF CONCRETE TO THE SURFACE OF ANY REINFORCING BAR SHALL BE 3" EXCEPT WHERE OTHERWISE NOTED, ALL EXPOSED EDGES OF CONCRETE SHALL BE CHAMFERED 3/4". ALL CONCRETE PILING SHALL BE PRESTRESSED CONCRETE PILES, TYPE I, WITH A 28 --DAY STRENGTH OF 5,000 PSI. ALL STEEL PILING SHALL BE ASTM A36 HP 14X89 PILES UNLESS NOTED OTHERWISE, ALL STRUCTURAL STEEL SHALL CONFORM .TO THE REQUIREMENTS OF ASTM A709 GRADE 36T2 MAIN LOAD CARRY MEMBERS SHALL SATISFY ik R.E.A. CHARPY V- NOTCH (CVN) REQUIREMENTS FOR STRUCTURAL STEEL OTHER THAN FRACTURE CRITICAL MEMBERS, AND SHALL CONFORM TO THE REQUIREMENTS OF ASTM A709 GRADE 36T2, ALL BOLTED CONNECTIONS SHALL USE HIGH STRENGTH BOLTS CONFORMING TO ASTM TYPE 1 OR 2, EXCEPT WHERE NOTED BOLTS SHALL BE TIGHTENED USING THE "TURN -O METHOD. ALL BOLTS SHALL BE 7/8" DIAMETER UNLESS NOTED OTHERWISE, REPLACE BRIDGE NO. 156.42 HASTINGS, NEBRASKA F TMT 34 4(1014) 325 --THE -NUT" ALL PAINTING SHALL BE IN ACCORDANCE WITH SECTION 713 OF THE "STATE OF NEBRASKA DEPARTMENT OF ROADS STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION", 1985, UNLESS OTHERWISE SPECIFIED IN THE SPECIAL PROVISIONS_ ALL CONNECTION SURFACES SHALL BE PROTECTED PRIOR TO PAINTING IF A NON -CLASS COATING iS USED. ABBREVIATIONS: B.F. = BACK FACE E.F. = EACH FACE F,F. = FAR FACE N.F. = NEAR FACE T.O.R. = TOP OF RAIL THE EXISTING STRUCTURE WAS BUILT UNDER PROJECT; NRM 169-B-1 DATED FEBRUARY, 1934, PLANS ARE AVAILABLE UPON REQUEST FROM THE BRIDGE DIVISION, NEBRASKA DEPARTMENT OF ROADS. DESIGN DATA DEAD LOAD: LIVE LOAD: 8" BALLAST MIN. COOPER ALTERNATE E80 LOADING WITH DIESEL IMPACT (4 100 KIP AXLE LOADS AT 5' - FOR SUPERSTRUCTURE. -5' SPACING) COOPER E80 LOADING WITH DIESEL IMPACT FOR SUBSTRUCTURE, TITLE SHEET GENERAL PLAN AND SECTION CONSTRUCTION STAGES CONSTRUCTION STAGES PILE LAYOUT AND GEOLOGY PROFILE ABUTMENT DETAILS ABUTMENT DETAILS PIER DETAILS BEAM LAYOUT BEAM DETAILS BEAM DETAILS DECK DETAILS (BALLASTED STEEL) DECK WATERPROOFING DETAILS APRON PLATE DETAILS DECK WALKWAY DETAILS PEDESTRIAN RAILING (CHAIN LINK FENCE) LIGHTING DETAILS BILL 0 le wou tertn,.,t BARS ',nester e INDEX 14 15 16 17 _18 G3 (mil St o v lr versi' , ;.. IIII UM am ��� 6, ■ . ■ • i ■■"■�. i ■ _ t IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIWINE/iMllnrll OM ■■��5� �`..44,w, ri napirm- -�:-...ter �--� �� ;! ■■ ■ '1101111111■ 1I,'QIC 1111111111 1111111 IWI11111 st I PROJECT LOCATION 0 c Pa E EI abtth Renae son Wavfa nt St VICINITY MAP NO SCALE 6 Avtlir entwoo FED. ROAD REG. NO. STATE FED. AID PROJ. NO. SHEET NO. 7 NEBR. F—TMT-34-4(1014) 15 REVISIONS QUANTITIES REMOVAL OF EXISTING STRUCTURE AT STA. 8006+26.85 1 LUMP SUM ABUTMENT EXCAVATION - ABUTMENT 1 1 LUMP SUM PIER EXCAVATION - PIER 2 1 LUMP SUM ABUTMENT EXCAVATION - ABUTMENT 3 1 LUMP SUM CLASS 47BD-4000 CONCRETE FOR BRIDGES 790.6 CU. YD. ABUTMENTS 610.6 CU. YD. PIER REINFORCING STEEL FOR BRIDGES ABUTMENTS PIER 180.0 CU. YD. 42,910 LBS. 5,878 LBS. 48,788 LBS. EPDXY COATED REINFORCING STEEL 11,069 LBS. PIER SHAFT ONLY 11,069 LBS. STEEL SUPERSTRUCTURE AT STA. 8006+26.85 BEAMS, DIAPHRAGMS AND BEARING PLATES 524,845 LBS. EXPANSION JOINTS, BALLAST PLATES AND WALKWAYS 136,950 LBS. TOTAL 661,795 LBS. 1 LUMP SUM 3" X9 1/2" X12 GA. GRIP STRUT WALKWAY MAT'L. 199 LIN. FT. 3" X24" X12 GA. GRIP STRUT WALKWAY MAT'L. 199 LIN. FT, CONCRETE PILING 1,200 LIN. FT. HP14x89 STEEL PILING 5,600 LIN. FT. GRANULAR BACKFILL 625 CU. YD. WATERPROOFING (RAILROAD) 478,2 SQ. YD. DECK DRAINAGE SYSTEM 1 EACH BALLAST 98 CU. YD. TEST PILE (CONCRETE) 1 EACH TEST PILE (STEEL) 2 EACH STEEL SHEET PILE 2419 SQ, FT. TEMPORARY BALLAST RETAINER 162 LIN. FT. TEMPORARY BRACING 2 EACH PEDESTRIAN RAILING (CHAIN LINK TYPE) 199 LIN. FT. * QUANTITY OF BALLAST TO BE PROVIDED AS PART OF THE BRIDGE CONSTRUCTION IS CALCULATED WITH AN 8" DEPTH ON THE BALLAST PAN. STANDARD PLANS FOR DETAILS OF CONCRETE PILING, SEE STANDARD PLAN 617-R3. NEBRASKA DEPARTMENT OF ROADS BRIDGE DIVISION STATE RD. B.N.R.R. OVER U.S. 34 (BURLINGTON AVE.) SKEW 3'49'40,4" HIGHWAY NO. U.S. 34 DESIGN ALTERNATE E80 REF. POST 209+67 STA. 8006+26.85 BNRR = COUNTY ADAMS 111+12.69 U.S. 34 aorBURLINGTON NORTHERN RAILROAD COMPANY 2 - 47'-2" SPANS STEEL PAN BALLAST DECK - SIMPLE SPAN BEAM BRIDGE LINCOLN TO MCCOOK BRIDGE 156.42 TITLE SHEET AUTH: A.F.E. 95-2369 I LINE SEG.: 0002 BRIDGE ENGINEERING APPROVED: DIRECTOR OF BRIDGE ENGINEERING FORT WORTH, TX. HNTB DESIGNED BY DLM/JWH DETAILED BY BCN BRIDGE ENGINEER CHECKED BY DATE 5/94 DLM PROJECT NUMBER F -TMT -34-4(1014) SPECIAL PLAN NO. WEST TO McCOOK BRG. ABUT. 3 STA. 8006+73.56 T.O.R ELEV. 1934.29 TOP OF RAIL 93,-5" 46'-8 1/2" 46'-8 1/2" LOW STEEL NEW STRUCTURE PIER 2 CY-1/2"± STA. 8006+26.85 MEASURED ALONG MAINLINE 1 TRACK BRG. ABUT. 1 STA. 8005+80.14 T O.R. ELEV. 1934.12 T.O.R. ELEV. 1933.95 +0.36% TOP OF TIE I • \--• LOW STEEL EXISTING STRUCTURE -J ri 1......i 4.Ji - i ....J 0 . , 4 z ELEV. 1912.04 Lot. BURLINGTON AVENUE STAGE 3 CONSTRUCTION (B11 OTHERS) -9"± MEASURED NORMAL TO BURLINGTON AVE. 5'-O" BRG. ABUT 10' - 0" SIDEWALK B R N TON AVE 32-0" - 2' - 0" 8007 000 o) 0 0 0 CN U) "20598\0002\0 SURF., SHLDR. SECTION TAKEN ALONG E MAINLINE 1 TRACK SCALE: 1" =10' -0" EXISTING STRUCTURE TO BE REMOVED (SEE SHEETS 3 & 4) •"- 2' -0" SURF. SHLDR. . BUR NGTON AVE. 10 -0" SIDEWALK 5' -0" BRG. ABUT. M.S.E. WALL TYP • 46'-8 1/2" 19 5" RE.A. CAP pEN,CH APt„ USGS GC; PLAN SCALE: 1" =10' -0" 46' -8 1/2" '1 1 EAST TO LINCOLN 5' CHAIN L NK -INCE (TYP W33x241 STEEL BEAM OUT TO OUT TOP OF BARRIER TOP OF ROADWAY -\s FED. ROAD REG. NO. STATE FED. AID PROJ. NO. SHEET NO. 7 NEBR. F —TMT— 34 —4(1014) 96) REVISIONS 49' 2" 3' -0" 1' - 1" 2 0 2-0" = 4' - TRACK 15' -0" 1" 2 0 2'-O" 2 0 2'-5" 2 0 2'-0" = 4' - 0" =4' -10' 8" MIN. BALLAST 4s' — 0 MAINLINE 1 TRACK 15'- 0" 1' - 1". 2 @ 2'-0" 2 0 2'-5" 2 0 2'-0" =4' —0" PROFILE GRADE LINE AT T.0.R. = 4' -0 TRACK 9'- 2 2'-O" =4' -0" FRACTURED FIN FORM LINER WITH 2" (MAX.) VERTICAL RUSTICATION PA IIERN (ALL AROUND) 007+00.00 934.31 STA. 8005+68.30 EL. 1933.84 0.36% UPSTATION (WEST TO McCOOK) TOP OF RAIL PROFILE - BNRR MAINLINE 1 * BENCH MARK TO BE RELOCATED, BY USGS, PRIOR TO DEMOLITION. TYPICAL SECTION SCALE: 1/4" =1' -0" STA 8006±26.85 c_ BNRR MAINLINE 1 STA. 111+12.69 BURLINGTON AVE. P.V.I. STA. 111+16.00 EL. 1908.62 PROFILE U.S. 34 (BURUNGTON AVE.) (LOOKING WEST) NEBRASKA DEPARTMENT OF ROADS BRIDGE DIVISION STATE RD. B.N.R.R. OVER U.S. 34 (BURLINGTON AVE.) SKEW 3'49'40.4" HIGHWAY NO. U.S. 34 DESIGN ALTERNATE E80 REF. POST 209+67 STA. 8006+26.85 BNRR = COUNTY ADAMS 111+12.69 U.S. 34 BURLINGTON NORTHERN RAILROAD COMPANY AUTH A.F.E.95-2369 I LINE SEG.: 0002 2 - 47'-2" SPANS STEEL PAN BALLAST DECK - SIMPLE SPAN BEAM BRIDGE LINCOLN TO MCCOOK BRIDGE 156.42 GENERAL PLAN AND SECTION BRIDGE ENGINEERING APPROVED: DIRECTOR OF BRIDGE ENGINEERING FORT WORTH, TX. HNTB DESIGNED BY JWH/DLM DETAILED BY BCN BRIDGE ENGINEER CHECKED BY DLM DATE 2-95 PROJECT NUMBER F -TMT -34-4(1014) SPECIAL PLAN NO. ' 1 , 1, - i 1 1 i i 1 1 t 1, I'A i 1I I II - i 1 I -4 -- I - .. . _ 1 tI '1 1 I ! 1 , 1 Ar I P 1 S86, 208 " 349'40.4" i . 1 i 1 A N NE 1 TRACK I 11 I 1 / 1 1 0 ' E ' -- It I i 1 1 -- b 1 lf I \---- I 80061 _. 1 I , _ 1 1 ' i t I i 1 I t 1 1 l 1 I If -+- STA 8006+26.85 BNRR II I t MAINLINE 1= t i 1 I I - ,--f- - 1 STA. 111+12.69c_ BURLINGTON AVE. , 1 1 . i 1 1 I 1 I --I- - i - " I ' 1 1 - - - I-- I t I -44--- - I , I ,' , 1 4- I 11 . ; 1 1 - 1 - - -------T . 1 i I I I 1 I I I 1 . / 1II 1 1 I ! I • 46'-8 1/2" 19 5" RE.A. CAP pEN,CH APt„ USGS GC; PLAN SCALE: 1" =10' -0" 46' -8 1/2" '1 1 EAST TO LINCOLN 5' CHAIN L NK -INCE (TYP W33x241 STEEL BEAM OUT TO OUT TOP OF BARRIER TOP OF ROADWAY -\s FED. ROAD REG. NO. STATE FED. AID PROJ. NO. SHEET NO. 7 NEBR. F —TMT— 34 —4(1014) 96) REVISIONS 49' 2" 3' -0" 1' - 1" 2 0 2-0" = 4' - TRACK 15' -0" 1" 2 0 2'-O" 2 0 2'-5" 2 0 2'-0" = 4' - 0" =4' -10' 8" MIN. BALLAST 4s' — 0 MAINLINE 1 TRACK 15'- 0" 1' - 1". 2 @ 2'-0" 2 0 2'-5" 2 0 2'-0" =4' —0" PROFILE GRADE LINE AT T.0.R. = 4' -0 TRACK 9'- 2 2'-O" =4' -0" FRACTURED FIN FORM LINER WITH 2" (MAX.) VERTICAL RUSTICATION PA IIERN (ALL AROUND) 007+00.00 934.31 STA. 8005+68.30 EL. 1933.84 0.36% UPSTATION (WEST TO McCOOK) TOP OF RAIL PROFILE - BNRR MAINLINE 1 * BENCH MARK TO BE RELOCATED, BY USGS, PRIOR TO DEMOLITION. TYPICAL SECTION SCALE: 1/4" =1' -0" STA 8006±26.85 c_ BNRR MAINLINE 1 STA. 111+12.69 BURLINGTON AVE. P.V.I. STA. 111+16.00 EL. 1908.62 PROFILE U.S. 34 (BURUNGTON AVE.) (LOOKING WEST) NEBRASKA DEPARTMENT OF ROADS BRIDGE DIVISION STATE RD. B.N.R.R. OVER U.S. 34 (BURLINGTON AVE.) SKEW 3'49'40.4" HIGHWAY NO. U.S. 34 DESIGN ALTERNATE E80 REF. POST 209+67 STA. 8006+26.85 BNRR = COUNTY ADAMS 111+12.69 U.S. 34 BURLINGTON NORTHERN RAILROAD COMPANY AUTH A.F.E.95-2369 I LINE SEG.: 0002 2 - 47'-2" SPANS STEEL PAN BALLAST DECK - SIMPLE SPAN BEAM BRIDGE LINCOLN TO MCCOOK BRIDGE 156.42 GENERAL PLAN AND SECTION BRIDGE ENGINEERING APPROVED: DIRECTOR OF BRIDGE ENGINEERING FORT WORTH, TX. HNTB DESIGNED BY JWH/DLM DETAILED BY BCN BRIDGE ENGINEER CHECKED BY DLM DATE 2-95 PROJECT NUMBER F -TMT -34-4(1014) SPECIAL PLAN NO. 0 J:\ 20598\0002\01564203 45'-2 1/4" 76' -0" PORTION OF EXISTING STRUCTURE TO BE REMOVED IN STAGE 1 CONSTRUCTION 30'-9 3/4" CUTLINE OF EXISTING STRUCTURE CL MAINLINE 1 TRACK NEW STRUCTURE AND MAIN TRACK EXISTING STRUCTURE I iE EXISTING BRIDGE SHOOFLY CL SHOOFLY 1 i- TEMPORARY BRACING, SEE DETAIL ON THIS SHEET, 35' ± BRG. ABUT. ELEVATION NO SCALE (LOOKING WEST) NOTE: DIMENSIONS ARE NORMAL TO TRACK PIER 2 BURLINGTON 'JENUE IT NE OF EXISTING STRUCTURE. 6" °49'404" CONSTRUCTiDN JOINTS` BRG. ABUT. CONTRACTOR SHALL FIELD VERIFY DIMENSION PRIOR TO FABRICATION OF TEMPORARY BRACING. 2'-D" SHEET PILE -� SHEET PILE 8007 co S86° '08.1"W EXISTING BRDG. z 0 z 0 U 0z I— z w cc 03 U_ MAINLINE TRACK STA 8006+26.85 BNRR MAINLINE 1 STA. 1 1 ' + 12.69 C BURLINGTON AVE. SHEET PILE STAGING NOTES: 46'._8 1/2" 46'-8 1/2" LIMITS OF SHEET PILING TO BE PLACED DURING STEP 2 OF STAGE 1 CONSTRUCTION. SEE STEP 2 STAGE 2 FOR REMOVAL. PORTION OF STAGE 1 SHEET PILING TO REMAIN FOR STAGE 2 CONSTRUCTION. LIMITS OF ADDITIONAL SHEET PILING REQUIRED AFTER STAGE 1 ABUTMENT CONCRETE HAS CURED, 93'-5" PLAN SCALE: 1" =10' -0" TEMPORARY R" x16" TIMBER WATERPROOFING. MATERIAL 24'-8" 9 10 MAINLINE 1 TRACK NEW STRUCTURE AND MAIN TRACK EXISTING STRUCTURE 17'-0 1/4" 8'-8 1/4" a l� Ow. FED. ROAD - REG. NO. STATE FED. AID PROD. NO. 7 NEBR. F -TMT -34-4(1014) SHEET NO. 7 REVISIONS PLACE TEMPORARY 8"x16" TIMBER BALLAST RETAINER FOR CONNECTION SEE DETAIL ON THIS SHEET. -7 3/4„ NEW STRUCTURE STAGE 1 SHOOFLY SHOOFLY -7 SHEET PILE - TEMPORARY RETAINING WALL NO SCALE NOTE: DIMENSIONS ARE NORMAL TO TRACK. /- CLEAN BEARING AREA ij FOR TEMPORARY BALLAST RETAINER ON EXISTING DECK. 1W/I .041/11.• 0411,41411,041111484 BALLAST PAN -� 3/4"o x 20" HOOK BOLT ® 4'-0" SPACING (TYP.) W/SPRINGLOCK WASHER AND LOCK NU:. STEEL BEAM TEMPORARY BALLAST RETAINER SCALE. 1„ = 1'-0" T_ 3/4 x 18 x 1'-6" - (TOP AND BOIIOM) /4 x (EA ,I- SID x 5'-4 1 /2" 3/4 x 18 x 5'-4 1/2" -, NOTES: STAGING DIMENSIONS SHOWN ARE NORMAL TO c. TRACK. DIMENSIONS AND INFORMATION SHOWN ARE TYPICAL UNLESS NOTED OTHERWISE. SUBSTRUCTURE STAGING IS SHOWN FOR ABUTMENTS. FOR DIMENSIONS OF PIER 2 STAGING REFER TO PLAN VIEW THIS SHEET AND SEE SHEET 8. SECTION A—A TEMPORARY BRACING DETAIL SCALE: 1" = 1'-0" STAGE 1 CONSTRUCTION: CLOSE BURLINGTON AVENUE TO THROUGH TRAFFIC. DRIVE TEMPORARY SHEET PILING AT LOCATIONS INDICATED. PLACE TIE -BACKS FOR STAGE 1 CONSTRUCTION THAT WILL BE UNDER SHOO -FLY TRACKS. CONSTRUCT SHOO -FLYS FOR MAINLINE 1 AND MAINLINE 2 TRACKS ACCORDING TO THE ALIGNMENT SHOWN ON SHOO -FLY LAYOUT SHEETS, (BY OTHERS). PLACE TEMPORARY BRACE AT EACH ABUTMENT AS SHOWN; FULLY GROUT TOP AND BOTTOM OF BRACE. �) REROUTE RAIL TRAFFIC ONTO SHOO -FLY TRACKS, (BY OTHERS). ( ) REMOVE PORTIONS OF EXISTING SUPERSTRUCTURE AND SUBSTRUCTURE, AS DETAILED, FOR STAGE 1 CONSTRUCTION. C6) EXCAVATE AS REQUIRED TO CONSTRUCT THE PORTION OF THE NEW SUB- STRUCTURE AS SHOWN FOR STAGE 1 CONSTRUCTION. 0 CONSTRUCT THE STAGE 1 PORTIONS OF THE NEW ABUTMENTS AND PIER AS DETAILED. BACKFILL PIER EXCAVATION. 08 CONSTRUCT THE STAGE 1 PORTIONS OF THE NEW SUPERSTRUCTURE, IN- CLUDING BEARINGS, BEAM ASSEMBLIES, BALLAST PANS, WATERPROOFING, HAND- RAILS AND WALKWAYS AS DETAILED. BACKFILL BEHIND NEW ABUTMENTS AND ALONG SHEET PILING. PLACE ADDITIONAL SHEET PILING AS INDICATED BY STEP30.OF SHEET PILE STAGING. PLACE TIE -BACKS FOR STAGE 2 CONSTRUCTION. 10 PLACE BALLAST, TIES, TRACK, ETC. ON THE STAGE 1 PORTION OF THE NEW BRIDGE, (BY OTHERS). 11 REROUTE RAIL TRAFFIC ONTO THE STAGE 1 PORTION OF NEW BRIDGE, (BY OTHERS). NEBRASKA DEPARTMENT OF ROADS BRIDGE DIVISION STATE RD. B.N.R.R. OVER U.S. 34 (BURLINGTON AVE.) SKEW 3'49'40.4" HIGHWAY NO. U.S. 34 DESIGN ALTERNATE E80 REF, POST 209+67 STA. 8006+26.85 BNRR = COUNTY ADAMS 111+12.69 U.S. 34 2:11, BURLINGTON NORTHERN RAILROAD COMPANY 2 - 47'--2" SPANS STEEL PAN BALLAST DECK - SIMPLE SPAN BEAM BRIDGE LINCOLN TO MCCOOK BRIDGE 156.42 CONSTRUCTION STAGES RUTH: A.F.E. 95-2369 1 LINE SEG.: 0002 BRIDGE ENGINEERING APPROVED: f DIRECTOR OF BRIDGE ENGINEERING FORT WORTH, TX. HNTB DESIGNED BY JWH/DLM DETAILED BY BCN BRIDGE ENGINEER CHECKED BY DLM DATE 2 /95 PROJECT NUMBER F -TMT -34-4(1014) SPECIAL PLAN NO. 06/28/95 09:04 "20598\ 20598\ 0002\ 01564204 Q. MAINLINE 1 TRACK NEW STRUCTURE AND MAIN TRACK EXISTING STRUCTURE Q. NEW STRUCTURE STAGE 2 NO SCALE (LOOKING WEST NORMAL TO TRACK) NOTE: DIMENSIONS NORMAL TO TRACK STAGE 2 CONSTRUCTION: ® BURLINGTON AVENUE REMAINS CLOSED TO TRAFFIC. ® REMOVE TIE -BACKS FOR STAGE 1 CONSTRUCTION AT TEMPORARY SHEET PILING LEAVE SHEET PILE TO ALLOW ABUTMENT CONSTRUCTION AND SUPPORT FOR RELOCATED TRACKS. REMOVE PORTION OF STAGE 1 SHEET PILING AS REQUIRED FOR STAGE 2 CONSTRUCTION. SEE SHEET 3 FOR DETAILS. ® REMOVE PORTIONS OF EXISTING SUPERSTRUCTURE AND SUBSTRUCTURE, AS DETAILED FOR STAGE 2 CONSTRUCTION. ® EXCAVATE AS REQUIRED TO CONSTRUCT THE PORTION OF THE NEW SUBSTRUCTURE AS SHOWN FOR STAGE 2 CONSTRUCTION. 0 CONSTRUCT THE STAGE 2 PORTIONS OF THE NEW ABUTMENTS AND PIER AS DETAILED. BACKFILL PIER EXCAVATION. ® CONSTRUCT THE STAGE 2 PORTION OF THE NEW SUPERSTRUCTURE, INCLUDING BEARINGS, BEAM ASSEMBLIES, BALLAST PANS, WATERPROOFING, HANDRAILS AND WALKWAYS, AS DETAILED. BACKFILL ABUTMENTS, STAGE 2, AND REMOVE SHORING FROM STAGE 1. SEE SHEET 3 FOR DETAILS. O PLACE BALLAST, TIES, TRACK, ETC. ON STAGE 2 PORTION OF THE NEW BRIDGE, (BY OTHERS). REMOVE TEMPORARY BALLAST RETAINER FROM STAGE 1 CONSTRUCTION. (9 OPEN ALL THREE NEW TRACKS TO RAIL TRAFFIC, (BY OTHERS). BRG. ABUT. 3 STA. 8006+ 73.56 TOP OF RAIL PIER 2 STA. 8006+26.85 FED. ROAD REG. NO. STATE FED. AID PROD. NO. SHEET NO. 7 NEBR. F -TMT -34-4(1014) qB REVISIONS BRG. ABUT. 1 STA. 8005+80.14 NO I NOTES: -4r- -4r- STAGE 3 NO SCALE Q. BURLINGTON AVE. STAGE 3 CONSTRUCTION (BY OTHERS): ® COMPLETE BURLINGTON AVENUE CONSTRUCTION. 02 CONSTRUCT GUARDRAIL AROUND NEW PIER. O OPEN BURLINGTON AVENUE TO TRAFFIC. STAGING DIMENSIONS SHOWN ARE NORMAL TO Ck: TRACK. DIMENSIONS AND INFORMATION SHOWN ARE TYPICAL UNLESS NOTED OTHERWISE. SUBSTRUCTURE STAGING IS SHOWN FOR ABUTMENTS. FOR DIMENSIONS QF PIER 2 STAGING, SEE SHEET 3 AND SHEET 8. NEBRASKA DEPARTMENT OF ROADS BRIDGE DIVISION STATE RD. B.N.R.R. OVER U.S. 34 (BURLINGTON AVE.) SKEW 3'49'40.4" HIGHWAY NO. U.S. 34 DESIGN ALTERNATE E80 REF. POST 209+67 STA. 8006+26.85 BNRR COUNTY ADAMS 111+12.69 U.S. 34 BURLINGTON NORTHERN RAILROAD COMPANY 2 - 47'-2" SPANS STEEL PAN BALLAST DECK - SIMPLE SPAN BEAM BRIDGE LINCOLN TO MCCOOK BRIDGE 156.42 AZI CONSTRUCTION STAGES AUTH: A.F.E. 95-2369 I LINE SEG.: 0002 BRIDGE ENGINEERING FORT WORTH, TX. APPROVED: DIRECTOR OF BRIDGE ENGINEERING DESIGNED BY JWH/DLM DETAILED BY BCN CHECKED BY DLM DATE 2195 HNTB BRIDGE ENGINEER PROJECT NUMBER F--TMT-34--4(1014) SPECIAL PUN NO. • r i ',./471;1 HOLE NO. 002 STA. 111+57 52' LT. TEST PILE BRG. ABUT. 3 CONCRETE PILE, TYPE 1 (TYP. AT PIER) PIER 2 HOLE NO. 003 STA. 111+51 24' RT. BRG. ABUT. -0 3'-0" N U) II 4 34 5 2 351 28� 6 P 1.3 0 PO 60 8007 0 N) 151 28 H-44 16i 29 1..iiI 1 30Hi7 '4 I W !9 TEST PILE 31 8 1.42 r) co 8006+50 a In co 8006 32 332 34 21 191 M1 H 10 II In 'CO N 8005+50 to N 38 TEST PILE 31 0 6 STA. 8006+26.85 371 23 24�I I25 1: 391-426 39! 4 40 26 1 13 STA. 8006+73.56 PILE LAYOUT SCALE: 1" =10' -0" NOTES: THE BORINGS, AS LOGGED ON THE PLANS, REPRESENT THE CHARACTER OF THE SUBSOIL AT THE LOCATIONS INDICATED. NO GUARANTEE IS MADE THAT THE SUBSOIL CONDITIONS VARY UNIFORMLY BETWEEN OR OUTSIDE THE GIVEN LOCATIONS. FIGURES BESIDE THE COLUMN OF BORINGS INDICATE THE NUMBER OF BLOWS REQUIRED TO DRIVE A STANDARD PENETROMETER OF 2" 0.D. THE SECOND AND THIRD SIX INCHES USING A -140-POUND WEIGHT FALLING 30 INCHES IN ACCORD- ANCE WITH A.S.T.M. D1586 PROCEDURES. DIMENSIONS SHOWN ARE MEASURED AT THE BO IIOM OF FOOTING. 1940 1930 1920 1910 1900 1890 1880 1870 1860 1850 1840 TOP OF RAIL STA. 8005+80.14 BRG. ABUT. 3 C. PIER 2 STA. 8006+73.56 T.O.R. ELEV. 1934.29 STA. 8006+26.85 T.O.R. ELEV. 1934.12 HP14X89# STEEL PILE (TYP. AT ABUTMENTS) BRG. ABUT. 1 STA. 8005+80.14 T.O.R. ELEV. 1933.95 2 2-3 2-3 -- 0-1 — 7-10 9 -1 3 16 -10 --- 4-7 9-14 --- 6-6 7-9 5-5 HOLE NO. 002 STA. 111+57 52' LT. GEOLOGY PROFILE SCALE: 1" =10'-0" HOLE NO. 003 STA. 111+51 24' RT. 1940 BNRR MAINLINE 1 TRACK FED. ROAD REG. NO. STATE FED. AID PROJ. NO. SHEET NO. 7 NEBR. F -TMT -34-4(1014) 99 REVISIONS TEST PILE LOCATION PILE NUMBER PILE CUT-OFF ELEVATION ORDER LENGTH (FEET) PILE TYPE DESIGN PILE BEARING (TONS/PILE) ABUT. 1 4 1910.85 80 HP14X89 59 PIER 2 12 1906.98 60 CONCRETE 60 ABUT. 3 37 1911.19 80 HP14X89 59 CONCRETE 60 ABUT. 3 1 -36, 38-40 191 1 .19 70 HP14X89 59 PILE DATA LOCATION PILE NUMBER PILE CUT-OFF ELEVATION TENTATIVE IN. PENET. B• LOW CU 0 F EL EE TENT. ORDER LENGTH (FEET) FINAL MIN. PENET. BELOW CUT- OFF ELEV. (FEET) FINAL ORDER LENGTH (FEET) PILE TYPE DESIGN PILE BEARING (TONS/PILE) ABUT. 1 1 -3, 5-40 1910.85 70 HP14X89 59 PIER 2 1 -1 1 , 13-17 1906.98 50 CONCRETE 60 ABUT. 3 1 -36, 38-40 191 1 .19 70 HP14X89 59 NOTE: PILE ORDER LENGTHS, WITH THE EXCEPTION OF THOSE SHOWN FOR THE TEST PILES ARE TENTATIVE. THE FINAL ORDER LENGTHS SHALL BE BASED ON RESULTS OBTAINED FROM TEST PILE DRIVING. THE DRIVING OF THE TEST PILES WILL BE MONITORED WITH A PILE DRIVING ANALYZER. FINAL ORDER LENGTHS WILL BE PROVIDED BY THE ENGINEER TO THE CONTRACTOR WITHIN THREE (3) WORKING DAYS AFTER THE TEST PILE DRIVING ARE COMPLETE. SEE SPECIAL PROVISIONS FOR ADDITIONAL INFORMATION REGARDING TEST PILES. CLAY, SILTY SAND, VERY FINE, SILTY CLAYEY, CEMENTED CLAY FILL: TOPSOIL, SILT AND CLAY SILT, VERY CLAYEY CLAY, VERY SILTY SAND, VERY FINE, SILTY -R 1/2 x 10 x 0'-10" EACH FLANGE STEEL "H" PILE 1 -EL' 1/2 x 8 x 0'-8" PILE SPLICE BEVEL WEB AND FLANGE OF UPPER SECTION AS REQUIRED FOR BUTT WELD. NOTE: CONTRACTOR MAY USE EQUIVALENT PREMANUFACTURED PILE SPLICE. NEBRASKA DEPARTMENT OF ROADS BRIDGE DIVISION STATE RD. B.N.R.R. OVER U.S. 34 (BURLINGTON AVE.) SKEW 3'49'40.4" HIGHWAY NO. U.S. 34 DESIGN ALTERNATE E80 REF. POST 209+67 STA, 8006+26.85 BNRR COUNTY ADAMS 111+12.69 U.S. 34 aorBURLINGTON NORTHERN RAILROAD COMPANY AUTH: A.F.E. 95-2369 I LINE SEG.: 0002 BRIDGE ENGINEERING APPROVED: r DIRECTOR OF BRIDGE ENGINEERING FORT WORTH, TX. DESIGNED BY 2 - 47'-2" SPANS STEEL PAN BALLAST DECK - SIMPLE SPAN BEAM BRIDGE LINCOLN TO MCCOOK BRIDGE 156.42 PILE LAYOUT AND GEOLOGY PROFILE JWS/JWH DETAILED BY BON HNTB BRIDGE ENGINEER CHECKED BY DLM DATE 2/95 PROJECT NUMBER F -TMT -34-4(1014) SPECIAL PLAN NO. I N nt.00) J:\20598\0002\0 ABUT, 3 z ABUT. 1 49'-4,' STAGE 1 CONSTRUCTION STAGE 2 CONSTRUCTION 24' 7 3/8" 8'-8 /2" TRACK AND Q. BEAM GROUP—.j STRUCTURE AND . MAINLINE 1 TRACK BOTTOM OF BACKWALL 16'-O 1/8" TRACK AND Q, BEAM GROUP Or. 2'-10" 1/2" x 15" x 12' - 7" BRG. PAD. TYP.) SEE DETAIL ON THIS SHEET. ABUT. 11 9' - ® FILL BEA 8610'19.6" TYP. TOP OF BACKWALL Q. FILL BEAM ® ®©®®00 1/2" x 15" x 2'-3 7/8" BRG. PAD (TYP.) SEE DETAIL ON THIS SHEET 15'-O 3/8" 15'-O 3/8" ® 6'-3 1/2" TYR I. - 4" 3' --2" I.+ ABUT. 3 4" ABUT. 3 0 ® 0 ABUT. 1 6'-3 1/2" TYP. 9'-8 4" M.S.E. WALL PANEL (TYP.) Q. FIX. BRG. ABUT. 3 Q_ EXP. BRG. ABUT, FOR BEAM SPACING, SEE BEAM LAYOUT ON SHEET 9 ABUT. 3 /4" 15' 10 7/8" 8'-9 3/4" 24'-7 3/8" 9' - STAGE 2 CONSTRUCTION STAGE 1 CONSTRUCTION 2" DIA. CONDUIT IN BACKWALL FOR UNDERPASS LIGHTING, (REQ'D AT ABUTMENT 1 ONLY) SEE SHEET 17 FOR DETAILS ELEV. 1933.67 (ABUT. 3) ELEV. 1933.34 (ABUT. 1) ELEV. 1929.12 (ABUT. 3) LOCATION OF ABUT. 1 CONST. JT. 1/4" ELEV. 1928.78 (ABUT. 1) FRACTURED FIN FORM LINER w/2" (MAX.) VERT. RUSTICATION PATTERN. (EXTEND AROUND SIDES OF ABUTMENTS TO FACE OF M.S.E. WALL). PLAN SCALE: 1/4" =1' -0" 42' - 0" '-4 3/4" I> P. 67-A803 6" F.F. ELEV. 1932.28 ABUT. ELEV. 1931.94 (ABUT. 1 ELEV. 1918.85 (TYR) 8"0 PERFORATED PVC BACKSIDE OF ABUTMENT 1 ONLY. ELEV. 1915.19 (ABUT. 3) ELEV. 1914.85 (ABUT. 1) ELEV. 1910.19 (ABUT. 3) ELEV. 1909.85 (ABUT. 1) AND 34-A507 © 12" 67 A 06 6" N.F. A502 E.F. 32-A803 6" F.F. 1111 I I1111 A501 A801 14-A601 14-A603 4 -A401 i • 1 /8" /FT. 67-A802 6" N.F 1 0 Z ZLIJ t -- in ©o <0 < 1 AND 16-A507 CP 12" 2'' x 6" x 31-0" KEYED CONST. JT, 2' -6" LAP #5 BARS '-4 3/4" 1111 ammummetsimas' 11-171 -A50 F. 32-A506 © 6" N.F. 2" x 1 ' - 0" x 13'-6" KEYED CONST. JT. 32-A802 © 6" N.F. 3' -0" LAP #6 TOP BAR ABUT. SEE ABUTMENT REINFORCEMENT DETAIL ON THIS SHEET. It 11111111111 Eftum ordammumaimmiriain FOR A508, LLi A509 & A510 BARS, SEE SECTION B -B ON SHEET 7 (TYP. EACH END) 4" 0) 2' -0" (TYP.) 2" x 1' -0" x 12' -0" KEYED CONST. JT. 28-A501 BTWN. PILES 36-A801 12" (ABOVE PILES) ELEVATION SCALE: 1/4" =1' -0" 34'-8" STAGE 1 CONSTRUCTION 6" LAP 3" (TYP.) #4 BARS 15-A501 BTWN. PILES AS SHOWN 16-A801 12" (ABOVE PILES) 15'-4"STAGE 2 TYP. 0 14 A604 0 z z 0 -4- < 4-A602 14-A402 2" CLR. MIN. 6 SPA. © 7'-8" = 46'-O" c_ TRACK :4- BRG. 0 L t J. 4-- INN L t - 1 rt CN 0 4.111. 11111, IN NM. ...r OP Irk —4 - . 4 . 0) Q. PILE ( TYP. ) 24' -ll 3/8" 9'-8 5/8" 2'-O" elk 12 SPA. 3' -10" = 46'-O" FOOTING PLAN SCALE: 1/4" =1' 2' -0" TOP OF BACKWALL 4" 11..1 z M.S.E. WALL PANEL EDGE OF ABUTMENT M.S.E. WALL CONNECTION SCALE: 1" =1 -0" /2" c_ BEAM GROUP 6'-3 1/2" 12' - it 1/2" x 15" x 12' - 7" URETHANE PAD 4. PAD AND BRG. 1 7/8" 0 HOLES 2 2" 12' - 7" URETHANE PAD AT BEAM GROUP 3 REQ'D. PER ABUT.: DUROMETER 70 0 4-A502 WITH 1 -A504 N.F. AND 1 -A505 F.F. (END OF ABUT.) 4-A503 WITH 1 -A504 N.F. AND 1-A505 F.F. (END OF ABUT.) -A517- -A513 1-A515 -A514 BEARING PAD DETAILS SCALE: 1/2" =1' -0" -A516 -A512 3 A511 ABUTMENT REINFORCEMENT DETAIL SCALE: 1 /2" = 1 ' -0" FED. ROAD REG. NO. STATE FED. AID PROJ. NO. SHEET NO. 7 NEBR. F -TMT -34-4(1014) 100 REVISIONS 2" CLR, 2" CLR. ALI 2" cn w KEYED CONSTRUCTION JOINT DETAIL SCALE: 1" = 1 '-0" 1 '-1 15/16" FILL BEAM 1' -1 15/16" 1/2" x 15" x 2'-3 7/8" URETHANE PAD PAD AND c. BRG. 1 7/8" 0 HOLES URETHANE PAD AT FILL BEAM 2 REQ'D. PER ABUT.: DUROMETER 70 FORM LINER FINISH MANUFACTURER PATTERN DESIGNATION FRACTURED FIN GREEN STREAK PLASTIC PRODUCTS COMPANY 373 FITZGERALD CONST. SALES, INC. 16950 SYMONS CORP. P/C 30603 OR P/C 30909 OR APPROVED EQUAL NOTES: FOR BEARING PLATE INFORMATION SEE SHEET 10. FOR APRON PLATE DETAILS AT ABUTMENTS, SEE SHEET 14. FOR SECTION A -A & SECTION B -B, SEE SHEET 7. NEBRASKA DEPARTMENT OF ROADS BRIDGE DIVISION STATE RD. B.N.R.R. OVER U.S. 34 (BURLINGTON AVE.) SKEW. 349'40.4" HIGHWAY NO. U.S. 34 DESIGN ALTERNATE E80 REF. POST 209+67 STA. 8006+26.85 BNRR COUNTY ADAMS 111+12.69 U.S. 34 BURLINGTON NORTHERN RAILROAD COMPANY 2 - 47'-2" SPANS STEEL PAN BALLAST DECK - SIMPLE SPAN BEAM BRIDGE LINCOLN TO MCCOOK BRIDGE 156.42 ABUTMENT DETAILS AUTH: A.F.E. 95-2369 1 LINE SEG.: 0002 BRIDGE ENGINEERING APPROVED: )310c2ECTO OF ;$R1DGE ENGINEERING FORT WORTH, TX. HINTEI DESIGNED BY /Am DETAILED BY BRDGE ENGINEER CHECKED BY DLM DATE 5/94 PROJECT NUMBER F -TMT 34-4(1014) SPEC P 564207 07/03/95 J:\20598\0002\0 t) BRG. ABUT. 2" DIA. CONDUIT IN BACKWALL FOR UNDERPASS LIGHTING, (REQ'D AT ABUT. 1 ONLY), SEE SHEET 17 FOR DETAILS -, 4 10 3/4" If NIo o < <0 -0" KEY 12" x 2" x 3' -0" VERT. CONSTRUCTION JOINT. SEE SHEET 6 FOR LOCATION. M.S.E. WALL BEYOND w 0 N 0 12" x 2" x 13' -6" CONSTRUCTION JOINT. SEE SHEET 6 FOR LOCATION. -- 2" (MAX.) VERT. RUSTICATION • A802 CLR. FRONT FACE OF ABUT. 3'-8" ABUT. 3 • • s • r • '1r 3-A502 3-A503 (STAGE 2) II I 1 7'-10 1/4" 4 A506 A507 12 N 0 A803 12" x 2" x 33' -0" CONSTRUCTION JOINT. SEE SHEET 6 FOR LOCATION. -4 314" a A603 (A604 STAGE 2) A801 12" 12" x 2" x 12'-0" HORIZ. CONSTRUCTION JOINT. SEE SHEET 6 FOR LOCATION. HP14x89# (TYP.) 8" 0 C.S.P. DECK DRAIN, FOR DETAILS, SEE SHEET 13. DISCONTINUE AND CAP END AT ABUT. 3 ONLY. DRILL 1 /2" x 5 1/2" HOLES FOR STRAPPING ANCHOR BOLTS. (15-A503 - STAGE • • • • 4 .4 4 IL t A501 A601 (A602 STAGE 2) rT� r 0" -0" 4' -0" 13 (SECTION THRU STAGE SECTION A -A STAGE 2 IS TYPICAL UNLESS NOTED OTHERWISE) SCALE: 3/8" =1'-0" TRANSITION DECK SECTION OF 8" C.S.P. ( ) TO FULL SECTION ((3 ) AT ABUT. 1 ONLY FILTER MATERIAL (CONTI-NUOUS BEHIND ABUTMENT) FILL SIDE OF ABUTMENTS TO BE DAMPPR00FED WITH ASPHALT PRIOR TO BACKFILLING SIDEWALK DRAINAGE DETAIL AT ABUTMENT NO SCALE Q >- A401 (A402 STAGE 2) 8"0 PERFORATED PVC PIPE COVERED WITH FILTER FABRIC ATTACHED TO BACK FACE OF ABUTMENT WITH 2" x12 GA. GALV. SHEET METAL STRAPPING AND 2 1/2" x 6" ANCHOR BOLTS/STRAP. 1.5 A514 AND A515 A511 j 12" A512 D SEE SHEET 15 FOR END OF WALKWAY DETAIL A516 A513 A506 -A508 --- --1 SECTION B -B (SEE SECTION A -A FOR DIMENSIONS AND REINFORCING NOT SHOWN) SCALE: 3/8" =1'-0" GRANULAR BACKFILL* * PER NDOR SPECIFICATIONS SECTION 1011, "GRAVEL FOR SURFACING" EXTEND DRAIN PIPE OUT TO M.S.E. WALL. CONTRACTOR TO COORDINATE CONNECTION TO ROADWAY DRAINAGE SYSTEM. 2'-0" WIDE WATERPROOFING MEMBRANE AT TOP OF FOOTING. (CENTERED OVER JOINT FULL LENGTH OF ABUTMENT AND FULL HEIGHT OF VERTICAL JOINT.) NOTE: DAMPROOFING AND JOINT WATERPROOFING SHALL BE INCLUDED AS INCIDENTAL TO CONCRETE ITEM. DRAINAGE NOTES: FURNISHING AND PLACING OF DRAIN PIPES, GALVANIZED WIRE MESH, ETC. SHALL NOT BE PAID FOR DIRECTLY, BUT SHALL BE CONSIDERED PART OF THE DECK DRAINAGE SYSTEM. * * LIMITS OF GRANULAR BACKFILL SHALL BE FROM EDGE OF ABUTMENT TO EDGE OF ABUTMENT TO UNDERSIDE OF SUB -BALLAST MATERIAL. A511 A802 A516 A515 6'j 111111111111111111111 1111111111111111111 1111111111111111111! 1111.1111111111111 '-0" MIN. 0 w w SECTION C -C SCALE: 1/2" =1'-0" 5'-0„ 4'-6" A512 1111111111111111111111111111111111111111111111111111111 F.F. OF ABUTMENT 5" PROJECTION THREAD 3 1/2" O.D x 7 GA. WASHER SEMI -FINISHED HVY. HEX. SECURITY LOCKNUT ANCHOR BOLT DETAIL NO SCALE • ntranurnmer— M.S.E. WALL PANEL A517 A507 SECTION D -D SCALE: 1/2" =1' -0" 5'-0" M.S.E. WALL PANEL A502 VARIES M.S.E. WALL PANEL A508 ■ A509 ^ A510 / *4- A504 A505 A505 SECTION E -E SCALE: 1/2" =1' -0" NOTE: DRILL 2"0 x 1'-2" DEEP HOLE AND GROUT ANCHOR BOLT INTO PLACE. 1 A803 FED. ROAD REG. NO. STATE FED. AID PROW. NO. SHEET NO. 7 NEBR. F=TMT-34-4(1014) 101 REVISIONS *NOTE: DIMENSION VARIES. MOVE A514 BAR TO MAINTAIN 4" MINIMUM CLEARANCE w/FORMLINER BY VARYING LAP, TYP. AT EACH END OF BOTH ABUTMENTS. B.F. AT BOTTOM OF ABUTMENT NEBRASKA DEPARTMENT OF ROADS BRIDGE DIVISION STATE RD. B.N.R.R. OVER U.S. 34 (BURLINGTON AVE.) SKEW 3'49'40.4" HIGHWAY NO. U.S. 34 DESIGN ALTERNATE E80 REF. POST 209+67 STA. 8006+26.85 BNRR = COUNTY ADAMS 111+12.69 U.S. 34 BURLINGTON NORTHERN RAILROAD COMPANY 2 - 47'-2" SPANS STEEL PAN BALLAST DECK - SIMPLE SPAN BEAM BRIDGE LINCOLN TO MCCOOK BRIDGE 156.42 ABUTMENT DETAILS AUTH: A.F.E. 95-2369 1 LINE SEG.: 0002 BRIDGE ENGINEERING APPROVED: CTOR OF BRIDGE ENGINEERING FORT WORTH, TX. HNTE3 DESIGNED BY WWS/JWH DETAILED BY CHECKED BY DATE 5/94 BRINE ENGINEER TAB PROJECT NUMBER DLM F -TMT 34-4(1014) SPECIAL PLAN NO. 7 18 tfl •,„ F) 0 N 0 03 0 C\1 ln 0 A20598\00 86'10'19.6" DT. c_ BEAM (TYP.) 45'—g', 22'-10 1/2" 22' —10 1/2" DIMENSIONS ALONG FOR BEAM SPACING SEE BEAM LAYOUT ON SHEET NO. 9 cj TRACK & Q. BEAM GROUP c STRUCTURE & MAINLINE 1 TRACK c_ FILL BEAM c. FILL BEAM TRACK & BEAM GROUP Qc2T PIER 15" x 12'-7" BEARING PAD (TYP.) 15" x 2'-3 7/8" BEARING PAD (TYP.) 3/4" GAP BETWEEN PADS (TYP.) ELEV. 1928.95 PLAN OF PIER CAP SCALE: 1/4" =1' —0" 31' —7" — STAGE 1 CONSTRUCTION SYMMETRICAL ABT. cj EXCEPT AS SHOWN —8 1 5 3/4" c. HOLE (TYP.) '-10 3/8" 12'-2" STAGE 2 CONSTRUCTION Of. c. EXP. BRG. PIER FIXED BRG. 2 1/2" DIMENSIONS ALONG Q PIER BRG., TYP. ELEV. 1925.45 FRACTURED FIN FORM LINER WITH 2" (MAX.) VERTICAL RUSTICATION PATTERN (CONTINUOUS ALL AROUND) ELEV. 1915.04 r 2" x 12" KEYED CONST. JOINT 62—EP701 TOP OF SQ. NOSE TOP OF ROADWAY 1'-3" (TYP.) ELEV. 1909.98 ELEV. 1905.98 35' — 3" 0 6" E.F. 6-EP503 28 —EP70 @ 6" E.F. u LLJ EP504 @ 12" CD z EP505 1 EP512 E.F (EACH END) 6" LAP 5 BARS ( P. IP II P402 ' 6" , LAP #4 BARS 43—P401 @ 10" (TOP MAT) 43—P801 a) 10" (ABOVE PILES) 34—P401 @ 12" (BTWN. PILES) ELEVATION OF PIER SCALE: 1/4" =1' —0" Min 15—P401 © 10" (TOP MAT) 5—P801 © 10" (ABOVE PILES) 12—P401 0 12" (BTWN. PILES) 12' —0" STAGE 1 CONSTRUCTION 44'-9" PIER SHAFT '11111 ... ..: : ., 23' —7 1/2" 0 PIER 15" x 12'-7" BEARING PAD (TYP.) 15" x 2'-3 7/8" BEARING PAD (TYP.) 3/4" GAP BETWEEN PADS (TYP.) ELEV. 1928.95 PLAN OF PIER CAP SCALE: 1/4" =1' —0" 31' —7" — STAGE 1 CONSTRUCTION SYMMETRICAL ABT. cj EXCEPT AS SHOWN —8 1 5 3/4" c. HOLE (TYP.) '-10 3/8" 12'-2" STAGE 2 CONSTRUCTION Of. c. EXP. BRG. PIER FIXED BRG. 2 1/2" DIMENSIONS ALONG Q PIER BRG., TYP. ELEV. 1925.45 FRACTURED FIN FORM LINER WITH 2" (MAX.) VERTICAL RUSTICATION PATTERN (CONTINUOUS ALL AROUND) ELEV. 1915.04 r 2" x 12" KEYED CONST. JOINT 62—EP701 TOP OF SQ. NOSE TOP OF ROADWAY 1'-3" (TYP.) ELEV. 1909.98 ELEV. 1905.98 35' — 3" 0 6" E.F. 6-EP503 28 —EP70 @ 6" E.F. u LLJ EP504 @ 12" CD z EP505 1 EP512 E.F (EACH END) 6" LAP 5 BARS ( P. IP II P402 ' 6" , LAP #4 BARS 43—P401 @ 10" (TOP MAT) 43—P801 a) 10" (ABOVE PILES) 34—P401 @ 12" (BTWN. PILES) ELEVATION OF PIER SCALE: 1/4" =1' —0" Min 15—P401 © 10" (TOP MAT) 5—P801 © 10" (ABOVE PILES) 12—P401 0 12" (BTWN. PILES) 12' —0" PLAN OF PIER FOOTING SCALE: 1/4" =1'—O" CN CN c_ PIER 40—P405 9" 17—P405 9" 2' —2" 21—P408 © 18" (BELOW) 39—P409 @ 9" (PLACE BETWEEN P405 BARS) 2" x 12" KEYED CONST. JOINT 9—P408 0 18" (BELOW) 16—P409 © 9" (PLACE BETWEEN P405 BARS) —6" LAP, #5 BARS (TYP.) ANCHOR BOLT LOCATION, TYP. 2'—O" R. 2-410 EACH END P507 5—P506 E.F. P510 —P509 E.F. P406 EACH SECTION A—A END (NOTE: PLACE REINFORCING TO CLEAR ANCHOR BOLT LOCATIONS) SCALE: 3/8" =1' —0" 62—EP701 6" E.F. 6" 28—EP701 © 6" E.F. 4—P508 EACH END EP404 (SEE ELEVATION FOR SPACING) 0 0 ZN1 —P407 EACH END —6" R. EXP. BRG. P507 OR P510 STAGE 1 CONSTRUCTION 44'-9" PIER SHAFT STAGE 2 CONSTRUCTION ... ..: : ., 23' —7 1/2" 1 —7 1/2" 2" x 12" x 10' — 0" •/- SYMONS CORP. P/C 30603 OR P/C 30909 Nil- on Am amMI— KEYED CONST. JOINT 1 I _ f- -1 f-- -1 • \a ' I 411 ----4----4--1- 1 1 L _J L _J i -0- -r- 1 I b. „ 1' 1 I "0 1- -1 1- -I 0._ N a alA.,,....,4, al a \,9 L _J L _J L _J 1 7 , 1 , 1- -I r -1 I LI LI LI LJ LI LI 1 LI LI \-.--- c_ MAINLINE 1 TRACK 7 SPA. 0 6'-3" = 43'—g" PLAN OF PIER FOOTING SCALE: 1/4" =1'—O" CN CN c_ PIER 40—P405 9" 17—P405 9" 2' —2" 21—P408 © 18" (BELOW) 39—P409 @ 9" (PLACE BETWEEN P405 BARS) 2" x 12" KEYED CONST. JOINT 9—P408 0 18" (BELOW) 16—P409 © 9" (PLACE BETWEEN P405 BARS) —6" LAP, #5 BARS (TYP.) ANCHOR BOLT LOCATION, TYP. 2'—O" R. 2-410 EACH END P507 5—P506 E.F. P510 —P509 E.F. P406 EACH SECTION A—A END (NOTE: PLACE REINFORCING TO CLEAR ANCHOR BOLT LOCATIONS) SCALE: 3/8" =1' —0" 62—EP701 6" E.F. 6" 28—EP701 © 6" E.F. 4—P508 EACH END EP404 (SEE ELEVATION FOR SPACING) 0 0 ZN1 —P407 EACH END —6" R. EXP. BRG. P507 OR P510 EP404 0 12" HORIZ, AND 12" VERT. (STAGGER ON ADJACENT ROWS AS SHOWN.) 5—EP511 @ 12" TO MATCH EP504 (EP503 AT OTHER END) EP503 E.F. 2" x 12" KEYED CONST. JOINT 2'—O" LAP # 5" BARS SECTION B—B SCALE: 3/8" =1' —0" FILL BEAM 15/16" EP504 E.F. EP505 EACH END — 1/2" x 15" x 2'-3 7/8" URETHANE PAD c. PAD AND Q BRG. 1 7/8"0 HOLES URETHANE PAD AT FILL BEAM 4 EA. REQ'D.: DUROMETER 70 SCALE: 1/2" =1 '-0" 6'-3 1/2" c. BEAM GROUP 6 2" P512 E.F. P409 FED. ROAD REG. NO. STATE FED. AID PROJ. NO. SHEET NO. 7 NEBR. F—TMT-34-4(101 102 REVISIONS 4' —0" PIER 2'-0" 9 1/2" 9 1/2" c_ FIX. BRG. 6" (TYP.) 7 a EP511 EACH END (BOTTOM OF COLUMN) 2" x 12" KEYED CONST. JOINT (TYP.) %4. 0 12—P402 OR 12—P403, SPA. AS SHOWN BETWEEN PILES. 1; c.. 1 7/80 HOLES il ..- 1 i: 15" x 12' 7" URETH — -.. PATTERN DESIGNATION ..: : ., 12' — 7" . w or 1 •/- SYMONS CORP. P/C 30603 OR P/C 30909 Nil- on Am amMI— I 1 I . MI NM 11 I • \a ' I 411 ----4----4--1- 1 1 1 1 1 1 I 1 I b. „ 1' 1 I "0 gi,...1 tv\to 0._ al a \,8 a alA.,,....,4, al a \,9 a_ .i.t1 a \," a......til •N,,, "4_1_ 11 s ii EP404 0 12" HORIZ, AND 12" VERT. (STAGGER ON ADJACENT ROWS AS SHOWN.) 5—EP511 @ 12" TO MATCH EP504 (EP503 AT OTHER END) EP503 E.F. 2" x 12" KEYED CONST. JOINT 2'—O" LAP # 5" BARS SECTION B—B SCALE: 3/8" =1' —0" FILL BEAM 15/16" EP504 E.F. EP505 EACH END — 1/2" x 15" x 2'-3 7/8" URETHANE PAD c. PAD AND Q BRG. 1 7/8"0 HOLES URETHANE PAD AT FILL BEAM 4 EA. REQ'D.: DUROMETER 70 SCALE: 1/2" =1 '-0" 6'-3 1/2" c. BEAM GROUP 6 2" P512 E.F. P409 FED. ROAD REG. NO. STATE FED. AID PROJ. NO. SHEET NO. 7 NEBR. F—TMT-34-4(101 102 REVISIONS 4' —0" PIER 2'-0" 9 1/2" 9 1/2" c_ FIX. BRG. 6" (TYP.) 7 a EP511 EACH END (BOTTOM OF COLUMN) 2" x 12" KEYED CONST. JOINT (TYP.) %4. 0 12—P402 OR 12—P403, SPA. AS SHOWN BETWEEN PILES. 1; c.. 1 7/80 HOLES il ..- 1 i: 15" x 12' 7" URETH MANUFACTURER PATTERN DESIGNATION 12'-2" 12' — 7" URETHANE PAD AT BEAM GROUP 6 EA. REQ'D.: DUROMETER 70 SCALE: 1/2" = —0" FORM LINER FINISH MANUFACTURER PATTERN DESIGNATION FRACTURED FIN GREENSTREAK PLASTIC PRODUCTS COMPANY 373 FITZGERALD CONST. SALES, INC. 16950 SYMONS CORP. P/C 30603 OR P/C 30909 OR APPROVED EQUAL ANE PAD 2 1/2" PAD AND c. BRG. •-• NOTES: t) 6" TYP. r ct 0 0 0 Lj 0 U) 0 " (MAX.) VERTICAL RUSTICATION 11L.L. 4" CLR. re b, a *kr N) EP503 OR EP504 12—P501 OR 12—P502 (- 12" a tit 11-9" 4'—O" 4' 0" ft 5' —9" 5' —9" q. FOOTING AND PILE 11'-6" TYPICAL SECTION OF PIER SCALE: 3/8" = 1' —0" Q 0 12" SQ. PRESTRESSED CONCRETE PILE FOR KEYED CONSTRUCTION JOINT DETAIL SEE SHEET 6. FOR ANCHOR BOLT DETAIL, SEE SHEET 7. FOR UNDERDECK LIGHTING CONDUIT IN PIER CAP, SEE SHEET 17. NEBRASKA DEPARTMENT OF ROADS BRIDGE DIVISION STATE RD. B.N.R.R. OVER U.S. 34 (BURLINGTON AVE.) SKEW 349'40.4" HIGHWAY NO. U.S. 34 DESIGN ALTERNATE E80 REF. POST 209+67 STA. 8006+26.85 BNRR - COUNTY ADAMS 111+12.69 U.S. 34 221, BURUNGTON NORTHERN RAILROAD COMPANY AUTH: A.F.E. 95-2369 I LINE SEG.: 2 — 47' —2" SPANS STEEL PAN BALLAST DECK — SIMPLE SPAN BEAM BRIDGE LINCOLN TO MCCOOK BRIDGE 156.42 PIER DETAILS 0002 BRIDGE ENGINEERING APPROVED: DIRECTOR OF RIDGE ENGINEERING FORT WORTH, TX. HTB DESIGNED BY JWS DETAILED BY TAB CHECKED BY DLM DATE 2/95 BRIDGE ENGINEER PROJECT NUMBER F—TMT-34— 4.(1O14) SPECIAL PLAN NO. J:\20598\0002\0 CONSTRUCTION CED IN STAGE Q BEAM (TYP.) 0 C BRG. ABUT. 3 (FIX.) 46'-8 1/2" ALONG Q C_ PIER 2 46'-8 1/2" ALONG END DIAPHRAGM (TYP.) J 1 1 1 1 f L JL INTERMEDIATE DIAPHRA M SPACING J 1Ir JL 1Ir JL 1 SPAN 2 AH. BRG. PIER 2 (EXP.) --may I C BK. BRG. PIER 2 (FIX.) I , 9 1/2" END DIAPHRAGM (TYP.) 9 1`/2" 1Er �r 1 J �r 1r SPAN 1 INTERMEDIATE DIAPHRAGM (TYP.) J J -1Ir JL 1.r -�►r 1.r JL J'L 1 r 1 86°10'19 6" r 1 JL 1r ;r SEE DETAIL A ON SHEET 11 JL JL 1sr 1r 93°49'40.4" 8006+50 1 1 L 1 1 86°10'19.6" 1Ir 93°49'40.4' 1 J SEE DETAIL B ON SHEET 11 1r �L 1r 1 '-11 1/2" SEE DETAIL C ON SHEET 11 3 SPA. @ 12'-0" JL 1r J r 6' 0" r SEE DETAIL C ON SHEET 11 r '-11 1/2" WALKWAY BRACKET SPACING 5'-3 9/16" 6 SPA. @ 6'-0" = 36'-0" 4'-7 7/16" TOP/BEAM - CLIP CORNER OF END STIFFENER PLATE 1" TO CLEAR BEAM FILLET (TOP AND BOTTOM), TYP. 7 3 1/4" (TYP.) 8"0 BOLTS 10' --- 2" .181 Ji - 1r 7r 1 J'L 1Ir JL 1�r 1r 8006 —lir JIL 1r �►r JL. 1 r 1 JI 1 J'L 1r JL 1fr JL 1r L7 1 1r BRG. ABUT. 1 (EXP.) Q. BEAM GROUP FILL BEAM . BEAM GROUP //- Q. FILL BEAM C BEAM GROUP -8 1/4" (END OF BEAMS) 1/2 3 SPA. @ 12'-0" = 36'-0" 4'-11 2. A DIMENSIONS ALONG C BEAM GROUP 5'-3 9/16" 6 SPA. CO 6'-0" = 36'-0" 4' 7 7/16" (TYP. AT EACH BEAM GROUP AND Q.. FILL BEAMS) DIMENSIONS ALONG EXTERIOR BEAM BEAM LAYOUT SCALE: 1" = 5'-0" ---- C WEB ( TYP. ) (TYPICAL BEAM GROUP) C BEAM GROUP 0" 1'-7 1/16" CL FILL BEAM -- 0" - 5" 5 3/4" TYP. 5 BOTTOM /SOLE . TOP OF MASONRY PLATE AND BOTTOM OF SOLE PLATE (TYP.) 125 5/ 16v TYP 3/8 x 28 x 1'-3 1/8" END DIAPHRAGM PLATE WITH 7" x 10" HOLE (TYP. WITHIN BEAM GROUP) END ELEVATION A—A SCALE: 1 3/4" =1'-0" 1 3/4 x 7 1/2 x 2' - 7 3/8" STIFFENER PLATE (TYP.) a CV W33 x 241 (TYP.) 3/8 x 28 x 1'-8" END DIAPHRAGM PLATE WITH 7" x 10" HOLE (TYP. EACH SIDE OF FILL BEAM) 4 (NORTH SIDE DIMENSIONS ARE OPPOSITE HAND) 3 1/4" (TYP.) 7/8"0 BOLTS womNolivormm f, 0 0 0 0 0 0 0 WEB 3/8 x 29 3/4 x 1'- 7 1/8" INT. DIAPHRAGM PLATE (TYP. WITHIN BEAM GROUP) NOTES: c_ BEAM GROUP FED. ROAD REG. NO. STATE FED. AID PROJ. NO. SHEET NO. 7 NEBR. F -TMT -34-4(1014) 103 REVISIONS Q. MAINLINE 1 TRACK AND Q. STRUCTURE W33 x 24 L 5 x 5 x 3/8 x 2'-5 3/4" BOTH SIDES (TYP.) SECTION 8-8 SCALE: 3/4"=1'-0" DIMENSIONS AND DETAILS SHOWN ON END ELEVATION A -A AND SECTION B -B ARE TYPICAL UNLESS NOTED OTHERWISE. FOR BEARING PLATE INFORMATION, SEE SHEET 10. (TYP.) C FILL BEAM 3/8 x 29 3/4 x 2'-0 1/8" INT. DIAPHRAGM PLATE (TYP. EACH SIDE OF FILL BEAM) NEBRASKA DEPARTMENT OF ROADS BRIDGE DIVISION STATE RD. B.N.R.R. OVER U.S. 34 (BURLINGTON AVE.) SKEW 3'49'40.4" HIGHWAY NO. U.S. 34 DESIGN ALTERNATE E80 REF. POST 209+67 STA. 8006+26.85 BNRR COUNTY ADAMS 111+12.69 U.S. 34 2:11, BURLINGTON NORTHERN RAILROAD COMPANY AUTH: A.F.E. 95-2369 I LINE SEG.: 2 - 47'-2" SPANS STEEL PAN BALLAST DECK - SIMPLE SPAN BEAM BRIDGE LINCOLN TO MCCOOK BRIDGE 156.42 BEAM LAYOUT 0002 BRIDGE ENGINEERING APPROVED: DIRECTORY OF BRIDGE ENGINEERING FORT WORTH, TX. HNTB DESIGNED BY DLM/JWH DETAILED BY TAB BRIDGE ENGINEER CHECKED BY DLM DATE 5/94 PROJECT NUMBER F -TMT --34--4(1014) SPECIAL PLAN NO. ( 0 0 0 0 0 O O Lr O 0 0 0 O 0 L- J:\20598\0002\0 7 1/2" 47'-2" END TO END OF STEEL BEAMS ALONG BEAM BEAM ENDS MATCH SKEW 12' - 0" q_ EXP. BRG. AND END STIFFENER DIAPHRAGM SPACING, MEASURED ALONG C. FILL BEAM EDGE OF BOTTOM FLANGE (TYP.) AI SEE DETAIL B ON SHEET 11 SEE DETAIL A ON SHEET 11 BEAM GROUP INTERMEDIATE DIAPHRAGM (TYP. FILL If_ 15 x 1'-7" (TYP.) SEE DETAIL C & E ON SHEET 11 (j TOP/BEAM 3/8 TC-U5S(TYP)> 3/8 7 7 1/2" 5'-3 9/16" DIAPHRAGM PLATE (TYP.) 12'-0" 1 7/8" x 3" SLOTS IN SOLE PLATES 1 7/8"m HOLE IN MASONRY PLATES ---�' 6'--0" (TYP.) 12' -0" BEARING AT BEAM TYPICAL SP/N LAYOUT TOP FLANGES NOT SHOWN FOR CLARITY NO SCALE c. FIX. BRG. 0 0 0 O 0 0 0 0 0 0 0 0 0 0 0 O O -4- 15 x 1'-7" FILL PLATE (SEE STEEL NOTES FOR THICKNESS) 3/4" NOMINAL. 1 x 15 x 6' -2 1/4" SOLE PLATES 1 x 15 x 2'-3 7/8" SOLE PLATES (NOT SHOWN). 1 x 15 x 12'-7" MASONRY PLATE (SHIP LOOSE). 1 x 15 x 2'-3 7/8" MASONRY PLATE (SHIP LOOSE) (NOT SHOWN). O O 0 0 O 12' -0" W33x241 (TYP.) 45'-11" CENTER TO CENTER OF BEARINGS, END STIFFENERS AND ANCHOR BOLT HOLES ALONG CENTERLINE TYPICAL BEAM ELEVATION EXTERIOR BEAM SHOWN NO SCALE 4'-7 7/16" 0 ' 0 0 ■ 0 010 010 O 0 O 0 O 0 L 5 x 5 x 3/8 (TYP.) 1/2" URETHANE BEARING PAD (TYP.) EXP. BRG. 1 7/8"m HOLE IN SOLE AND MASONRY PLATES FED. ROAD REG. NO. STATE FED. AID PROD. NO. SHEET NO. 7 NEBR. F -TMT -34-4(1014) 104 REVISIONS STEEL NOTES DESIGN LOADING: ALTERNATE E-80 (4 N 100 KIP AXLE LOADS © 5'-6'-5' SPACING) WITH DIESEL IMPACT FOR BALLAST DECK. FABRICATION AND WORKMANSHIP SHALL CONFORM TO CURRENT A.R.E.A. MANUAL FOR STEEL RAILWAY BRIDGES. ALL STRUCTURAL STEEL SHALL CONFORM TO ASTM DESIGNATION A709 -36T2 EXCEPT AS NOTED. ALL A709 -36T2 STEEL FOR PRIMARY MEMBERS SHALL MEET IMPACT REQUIREMENTS FOR HIGH STRENGTH STRUCTURAL STEEL FOR A MINIMUM AVERAGE ENERGY OF 15 FT. -LBS. AT 40° F PER CHAPTER 15 OF THE A.R.E.A. MANUAL. BALLAST AND STIFFENER PLATES, DIAPHRAGMS, AND OTHER SECONDARY MEMBERS SHALL BE EXEMPT FROM IMPACT TEST REQUIREMENTS. BOTTOM BEAM FLANGES SHALL BE SQUARE WITH THE VERTICAL AXIS AT THE BEARINGS. THE THICKNESS OF END FILL PLATES SHALL BE ADJUSTED TO MAINTAIN DEPTHS SHOWN (TOTAL PLUS OR MINUS 1/16" ) FOR EACH BEAM AT CENTERLINE OF BEARINGS. ALL FASTENERS SHALL BE 7/8" DIAMETER HIGH STRENGTH BOLTS (ASTM A325, TYPE 1 OR 2) WITH 15/16" DIAMETER OPEN HOLES UNLESS OTHERWISE NOTED. BOLTS SHALL BE HEAVY HEX. STRUCTURAL TYPE WITH HEAVY HEX. NUT AND HARDENED WASHER UNDER THE TURNED ELEMENT. HIGH STRENGTH BOLTS SHALL BE TIGHTENED BY THE "TURN -OF -NUT' METHOD TO OBTAIN PROPER BOLT TENSION. THE TOP SURFACE- OF EACH BEAM SHALL BE ADJUSTED AS NECESSARY. TO SEAT THE 5/8" STEEL BALLAST PAN. SHOP PAINT THE TOP SURFACE OF THE STEEL BALLAST PAN WITH ONE COAT (5 MIL DRY FILM THICKNESS) OF ZINC RICH PAINT (SSPC-PAINT 20, TYPE 1-C). SEE SHEET 1 AND 12 FOR ADDITIONAL PAINT NOTES. FABRICATE SPAN WITH NATURAL BEAM CAMBER UP. SPAN SHALL BE FULLY SHOP ASSEMBLED TO ASSURE ACCURATE FIT. DISASSEMBLE AS SHOWN FOR SHIPPING. THE TOP SURFACE OF BEAMS SHALL BE ADJUSTED TO FORM A STRAIGHT LINE AT ANY TRANSVERSE SECTION THROUGHOUT THE SPAN (TOLERANCE PLUS OR MINUS 1/8" ). FILL PLATES, SOLE PLATES, MASONRY PLATES AND URETHANE BEARING PADS SHALL NOT BE PAID FOR SEPARATELY, BUT SHALL BE INCLUDED IN ITEM 710 STEEL SUPERSTRUCTURE. ALL PAINTING SHALL BE IN ACCORDANCE WITH SECTION 713 OF THE "STATE OF NEBRASKA DEPARTMENT OF ROADS STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION", 1985, UNLESS OTHERWISE SPECIFIED IN THE SPECIAL PROVISIONS. DIMENSIONS ARE NORMAL TO BEAMS AT BRG. (TYP. EACH END) BEARING AT 4. BEAM DIAPHRAGM SPACING, MEASURED ALONG Q, EXTERIOR BEAM. 7 1 /2" END STIFFENER PLATE, TIGHT FIT ON TOP (TYP.) 3/4 x 7 1/2 END STIFFENER PLATE (TYP.) NOTES: FOR END ELEVATION A -A AND SECTION B -B SEE SHEET 9. FOR ADDITIONAL BEARING INFORMATION, SEE SHEET 9. NEBRASKA DEPARTMENT OF ROADS BRIDGE DIVISION STATE RD. B.N.R.R. OVER U.S. 34 (BURLINGTON AVE.) SKEW 3'49'40.4" HIGHWAY NO. U.S. 34 DESIGN ALTERNATE E80 REF. POST 209+67 STA. 8006+26.85 BNRR = COUNTY ADAMS 1,11+12.69 U.S. 34 BURLINGTON NORTHERN RAILROAD COMPANY 2 - 47'--2" SPANS STEEL PAN BALLAST DECK - SIMPLE SPAN BEAM BRIDGE LINCOLN TO h4CCOOK BRIDGE 156.42 BEAM DETAILS AUTH: A.F.E. 95-2369 I LINE SEG.: 0002 BRIDGE ENGINEERING FORT WORTH, TX. APPROVED: ` �% w DIRECTOR OF BRIDGE ENGINEERING HNTB DESIGNED BY DLM/JWH DETAILED BY TAB CHECKED BY DLM DATE 2 /95 BRIDGE ENGINEER PROJECT NUMBER F -TMT -34-4(1014) SPECIAL PLAN NO. 2 13/16" TYP. 7/8"0 BOLT (TYP.) 11 3/8" INTERMEDIATE DIAPHRAGM PLATE (TYP.) iN110117111111111.X1116X111. NM:NM 111111111WILV ;W:441 OW I Fr' 4 V7/744 WA/#10;45., Wit 0111M1 1111M1 VikVbX`111111116X11M1i Ik33x241 BEAM 5 x 5 x 3/8 (TYP.) FL aa. 90° 00'00.0" (TYP.) TYPICAL CONNECTION BETWEEN BEAM GROUP DIAPHRAGMS 3/8" END DIAPHRAGM PLATE (TYP.) W33x241 BEAM DETAIL A c_ BRG. AND INTERIOR END STIFFENERS ,-- END OF BOTTOM FLANGE 6 0'19.6" 7/8"0 BOLT 1/2" WALKWAY BRACKET (TIP.) 90'00'00.0" EXTERIOR END BRG. STIFFENER TYPICAL CONNECTION AT END BEARING ALONG EXTERIOR pEAM DETAIL C 14")N0 A20598\0002\01564211 W33x241 BEAM 2 13/16" TYP. rs 7/8"0 BOLT (TYP.) aiNpii Mt ens lII SanMINt -7; 45;1; r;Ae r ";;ASAFIZZI.9. L' C/ P442 '1/4111117110 NIII,X1%11111 Ws. 11111 Paik%!,11. "Oil" g kok 90 ° 00'00.0" (TYP.) 3/8" INTERMEDIATE DIAPHRAGM PLATE (TYP.) 5 x 5 x 3/8 (TYP.) DIAPHRAGM 6" TYPICAL CONNECTION BETWEEN BEAM GROUP DIAPHRAGM AND FILL BEAM DIAPHRAGM DETAIL B 2 13/16" TYP. 7/8"0 BOLT (TYP.) h11ic °V3111 ,144 r-0.4tezwirorowiliaklieiyillaaffsf22 -tr./ r z Amer vamimmibmwe, DIAPHRAGM 3/8" INTERMEDIATE DIAPHRAGM PLATE (TYP.) W33x241 BEAM 90 ° 00'00.0" (TYP.) • L 5 x 5 x 3/8 (TYP.) EXTERIOR INTERMEDIATE STIFFENER 1/2" WALKWAY BRACKET TYPICAL CONNECTION AT INTERIOR WALKWAY BRACKETS AND INTERMEDIATE DIAPHRAGMS ALONG EXTERIOR BEAMS DIAPHRAGM CONNECTION DETAILS SCALE: 3" 1 ' -0" DETAIL D SOLE FE 15 x 1'-7" FILL PLATE (TYP.) FED. ROAD REG. NO. STATE FED. AID PROW NO. SHEET NO. 7 NEBR. F -TMT- 4-4(1014) 105 REVISIONS W33x241 BEAM 86° 10'19.6" ;WM.= Z4Zr ZAZAT -1=.451 , 45.104,M42,71172 .t.41 11\ DETAIL E BEAM 5/16 TYPICAL FILL PLATE DETAILS SCALE: 3" = 1'-O" TYP. NEBRASKA DEPARTMENT OF ROADS BRIDGE DIVISION STATE RD. B.N.R.R. OVER U.S. 34 (BURLINGTON AVE.) HIGHWAY NO. U.S. 34 REF. POST 209+67 COUNTY ADAMS SKEW 3•49'40.4" DESIGN ALTERNATE E80 STA. 8006+26.85 BNRR = 111+12.69 U.S. 34 aZIO BURLINGTON NORTHERN RAILROAD COMPANY 2 - 47'-2" SPANS STEEL PAN BALLAST DECK - SIMPLE SPAN LINCOLN TO MCCOOK BRIDGE 156.42 BEAM DETAILS BEAM BRIDGE AUTH: A.F.E. 95-2369 I LINE SEG.: 0002 BRIDGE ENGINEERING APPROVED: DIRECTOR OF BRIDGE ENGINEERING FORT WORTH, TX. HINITE3 DESIGNED BY DLM/JWH DETAILED BY BCN CHECKED BY DLM DATE 2-95 BRIDGE ENGINEER PROJECT NUMBER F -TMT -34-4(10 4) SPECIAL. PLAN NO. 0 0 N 0 N vt 0 J:\20598\0002\0 42' -0" - EDGE TO EDGE OF BOTTOM BALLAST PAN 28'--5 5/8" PLACED IN STAGE 1 CONSTRUCTION 13'-5 5/8" - PLACED IN STAGE 2 CONSTRUCTION TYP. ® BEAMS B, E, G, I, L, P, & S. 3/4" MIN. GAP PAINT NOTE: SHOP PAINT INSIDE SURFACE OF BALLAST PAN WITH ONE COAT ZINC RICH PAINT. FABRICATOR TO SHIP FIVE GALLONS (MINIMUM) OF ZINC RICH PAINT WITH THE SPAN FOR TOUCH-UP PAINTING IN THE FIELD OF ABRASIONS, WELDS, NO SHOP PAINT ZONES, ETC. � ; i .. �, � rev it ` O O O O;♦ • • a n n n n• TYP. BEA A&T. OM BALLAST PAN EDGE OF B01 0 0 w 0 5/16 0 Grautizann worktes 'Ilk .�. .,V . NI. ...`.s, 11. • ' O O ; Q O • 1 O 0 i 0 0 • O O O 0 • O 0 0 0 • o 0 0 a • 0 0 o 0 • a I 1 1 1,11,..16. c..,.,. 1,1 16 416.,11,1h.: 7'-6 7,- 6" r,. 8 15/16" BEAM GROUP AND Q_ TRACK FILL BEAM 15' -0" FILL BEAM 15'-0" Q. BEAM GROUP AND Q_ MAINLINE 1 TRACK 41'-5 7/8" SECTION A -A SCALE: 1/2" = 1'-0" TOP EDGE OF SLOPED BALLAST PAN, (TYP.) a) v �. bO u) 0 FIX. BRG. 47' -2" BALLAST PAN PLAN MATERIAL FOR BALLAST PAN AND CLOSURE PLATES SHALL BE PER ASTM A36. SCALE: 1/4" = 1' -0" EXP. BRG. --*- WALKWAY BRACKET (TYP_) 7 1/2" FOR DETAILS SEE SHEET 15. MEASURED ALONG Q. BEAM, TYP. UNLESS NOTED OTHERWISE NOTE: BALLAST PAN PLATES AND CLOSURE PLATES AT ENDS OF SPANS SHALL BE CUT ALONG SKEW. 8 15/16" BEAM GROUP AND Q_ TRACK 5/16 5/16 TYP. NOTE: FOR WALKWAY BRACKET FLANGE SIZES AND ADDITIONAL WALKWAY DETAILS, SEE SHEET 15. NO SHOP PAINT (FIELD PAINT) GRIND EDGE (TYP.) --� 5/8" BALLAST PAN CONTINUOUS FED. ROAD REG. NO. STATE FED. AID PROJ. NO. SHEET NO. NEBR. F -TMT -34-4(1014) /00 REVISIONS BALLAST PAN SCHEDULE BALLAST PAN PLATE: 5/8" x 4' -10 5/8" x 47' -2" 0 BALLAST PAN PLATE: 5/8" x 3'-1 1 1/4" x 47'-2" BALLAST PAN 2 - 5/8" x 1 - 5/8" x BALLAST PAN 2 - 5/8" x 1 - 5/8" x BALLAST PAN 2 - 5/8" x 1 - 5/8" x CLOSURE PLATES: 2'-1 1/4" x 15'-8 7/8" (AT END SPAN) 2'-1 1/4" x 15'-9" (AT MID SPAN) CLOSURE PLATES: 4'-9 1/4" x 15'-8 7/8" (AT END SPAN) 4'-9 1/4" x 15'-9" (AT MID SPAN) CLOSURE PLATES: 2'-4 1/4" x 15'-8 7/8" (AT END SPAN) 2'-4 1 /4" x 15'-9" (AT MID SPAN) V BALLAST PAN SIDE PLATES: 1 - 5/8" x 1'-4" x 47'-2" 5/8" BALLAST PAN CLOSURE PLATE. SHOP PAINT, EXCEPT AS SHOWN. 5/16/ NOTE: SECTION B -B ® BEAM "N" SHALL BE A FIELD WELD. 5/16 5/8" BALLAST PAN CLOSURE PLATE 5 SECTION B -B NO SCALE 6 1/2" CONTINUOUS NO SHOP PAINT 3/4" MIN. (FIELD PAINT.) 5/8" BALLAST PAN CLOSURE PLATE 6 NOloll//...e/ 1/1Jl/ 2 1/2 5/8 x 5 1/2 BACK-UP BAR BETWEEN BEAM FLANGES. SECTION C -C NO SCALE NEBRASKA DEPARTMENT OF ROADS BRIDGE DIVISION STATE RD. B.N.R.R. OVER U.S. 34 (BURLINGTON AVE.) SKEW 3'49'40.4" HIGHWAY NO. U.S. 34 DESIGN ALTERNATE E80 REF. POST 209+67 STA. 8006+26.85 BNRR COUNTY ADAMS 111+12.69 U.S. 34 2:11, BURLINGTON NORTHERN RAILROAD COMPANY 2 - 47'-2" SPANS STEEL PAN BALLAST DECK - SIMPLE SPAN BEAM BRIDGE LINCOLN TO MCCOOK BRIDGE 156.42 DECK DETAILS (BALLASTED STEEL) AUTH: A.F.E. 95-2369 I UNE SEG.: 0002 BRIDGE ENGINEERING APPROVED: DIRECTOR OF BRIDGE ENGINEERING FORT WORTH, TX. HIVTB DESIGNED 8Y DLM/JWH DETAILED BY TAB CHECKED BY DLM DATE 5/94 BRIDGE ENGINEER PROJECT NUMBER F -TMT -34- 4(1014) SPECIAL PLAN t 12 18 N) 0 N 0 cN co 1.00 0 0 0 CO 0) 0 WEST TO McCOOK N TOP EDGE OF SIDE BALLAST PAN (TYP.) BALLAST PAN OF BOTTOM EDGE TO EDGE 0 z 0 r- z I 0 N w 0 B.F. ABUT. 3 96'-8 1/2" 4" GAP LIMITS OF DECK WATERPROOFING PIER 2 GAP TOP OF BACKWALL AT ABUT. z U BALLAST PAN 0 pp U CN LAYER 1 : 1/8" THICK BUTYL RUBBER MEMBRANE 8"0 SEMI -CIRCLE #14 GA. GALV. CORRUGATED STEEL #12 GA. GALV, STEEL PAN -0" NOMINAL LENGTH LAYER 2: PLACE 4' x 8' x 1/2" ASPHALT SHEETS LONGITUDINALLY. PARTIAL DECK WATERPROOFING PLAN SCALE 1/4" = 1' -0" 3/8" x 9/16" SLOTS © 2 2/3" CTRS, BOTH SIDES COVER ELEVATION 10'-0" VARY LENGTH OF END SECTION TO MAKE UP REQ'D. LENGTH OF DRAIN 3/8" x 3/4" SLOTS © 2 2/3" CTRS, BOTH SIDES PAN ELEVATION DECK DRAIN DETAILS * SCALE: 2" = 1 ' -0" COVER SECTION TIGHT FIT TO 8"0 C.S.P. PAN SECTION LAYER 3: PLACE 4' x 8' x 1 /2" ASPHALT SHEETS TRANSVERSELY. r - 6" 7 1/2"0 SEMI -CIRCLE #14 GA. GALV. CORRUGATED STEEL (NON -PERFORATED) --� COVER ELEVATION 11, #12 GA. GALV. STEEL PAN (NON -PERFORATED) PAN ELEVATION EAST TO LINCOLN GRIP STRUT GRATING TOP OF 3/8" WALKWAY PLATE 5/16/ R 1/2 x 4 x 16'-0" 1/2" STAGGERED ASPHALT SHEETS CL 8"0 HALFROUND C.S.P. B B 1/8" THICK BUTYL RUBBER MEMBRANE 1 6 1 /2' • APRON PLATE, TYPICAL AT ABUTMENTS AND PIER. FOR DETAILS SEE SHEET 14. SECTION A -A SCALE: 1 1/2" = 1'-0" WATERPROOFING NOTES: GRIP STRUT GRATING --� TOP OF 3/8" WALKWAY PLATE FED. ROAD REG. NO. STATE FED. AID PROJ. NO. SHEET NO. 7 NEBR. F -TMT -34-4(1014) 107 REVISIONS I� 1/2 x 4 x 16'-0" 5/161/ 0 0 0 0 0 0 0 0 BOTTOM OF BALLAST PAN -- BOl I OM OF TOP FLANGE — 3/4"0 CSK. BOLT 1 /2" STAGGERED ASPHALT SHEETS 8"0 HALFROUND C.S.P. WITH PAN 1/2" STAGGERED ASPHALT SHEETS 1/8" THICK BUTYL RUBBER MEMBRANE ELEVATION B --B SCALE: 1 1/2" = 1'-0" - 1/8" BUTYL RUBBER MEMBRANE 1/8" x 3'-4" INVERTED BUTYL RUBBER MEMBRANE - 2'-4" WIDE 16 GA GALV. SHEET METAL �-- 1/2" APRON PLATE II" iiifi4111VAPiiiiiiiiii.— INOVIIkV1104.11W~11.11.4.111.VII00111.'1~011104011 11001106. un BOTTOM OF BALLAST PAN BOTTOM OF TOP FLANGE 2 1/2" THOROUGHLY CLEAN CONTACT SURFACE OF BUTYL RUBBER AND BALLAST PAN FOR PROPER ADHERANCE OF MASTIC AND WATERPROOFING MEMBRANE. LIMITS OF ALL WATERPROOFING MATERIAL SHALL EXTEND FROM TOP OF BACKWALL AT ABUTMENT 1 TO TOP OF BACKWALL AT ABUTMENT 3. B.F. ABUTMENT BACKWALL 3 1/2" 1 1/2" GAP 3 1/4" GAP ® 600 SECTION C -C WATERPROOFING LAYERS SHOWN ARE TYPICAL OVER COVER PLATES NO SCALE PAYMENT FOR THE BUTYL RUBBER MEMBRANE, ASPHALT SHEETING, AND GALV. SHEET METAL SHALL BE INCLUDED IN THE BID ITEM "WATERPROOFING", MEASURED IN SQ. YD. SEE SPECIAL PROVISIONS FOR REQUIREMENTS OF BUTYL RUBBER MEMBRANE AND OTHER INFORMATION ON WATERPROOFING. * INCLUDED IN PAY ITEM, DECK DRAINAGE SYSTEM. DECK DRAIN AT EXPANSION JOINTS * SCALE: 2" = 1'-0" 1/8" THICK BUTYL RUBBER MEMBRANE NOTES: FOR APRON PLATE DETAILS, SEE SHEET 14. FOR DRAINAGE DETAILS BEHIND ABUTMENT, SEE SHEET 7. NEBRASKA DEPARTMENT OF ROADS BRIDGE DIVISION STATE RD. B.N.R.R. OVER U.S. 34 (BURLINGTON AVE.) SKEW 3'49'40.4" HIGHWAY NO. U.S. 34 DESIGN ALTERNATE E80 REF. POST 209+67 STA. 8006+26.85 BNRR = COUNTY ADAMS 111+12.69 U.S. 34 BURLINGTON NORTHERN RAILROAD COMPANY 2 47'-2" SPANS STEEL PAN BALLAST DECK - SIMPLE SPAN BEAM BRIDGE LINCOLN TO MCCOOK BRIDGE 156.42 AZI DECK WATERPROOFING DETAILS AUTH: A.F.E. 95-2369 1 LINE SEG.: 0002 BRIDGE ENGINEERING APPROVED: RECTOR' OF BRIDGE GINEERIN FORT WORTH, TX. HNJTE3 DESIGNED BY JWH/DLM DETAILED BY TAB CHECKED BY DLM DATE 5/94 BRIDGE ENGI PROJECT NUMBER F -TMT -34-4(1014) SPEC 13 18 rn 0 N "20598\ 0002\ 01564214 STAG 28'-- CONSTRUCON TRACK 3/4"0 CSK. BOLT, TYP. II A I N) B 86'10'19.6" MAINLINE 1 AND . STRUCTURE STAG 13' -6" 2 CONSTRUCTION APRON FE 1 /2 x 16 x 13' -4" CUT TO FIT ALONG SKEW TRACK o ` MEASURED ALONG APRON FE 1/2 x 16 x 13'-4" CUT TO FIT ALONG SKEW BEAM (TYP.) ---j TYP. BOLT LAYOUT 2 EQ. SPA. 28'-6 3/4" • • 1 0 APRON Ff_ 1 /2 x 16 x 15' -0" 1.3'--6 3/8" t APRON PLATES STAGE 1 CONSTRUCTION 42' -1 1/8" STAGE 2 CONSTRUCTION 1/2" APRON PLATE (BELOW 2 1/2" BUTYL RUBBER MEMBRANE) & 16 GA, SHEET METAL SLOPED BALLAST PAN WITH WATERPROOFING MATERIAL ALF PLAN AT ABUTMENTS 1 AND 3/4"0 CSK. BOLTS GRIP STRUT GRATING 8" WALKWAY PLATE ATERPROOFING MATERIAL ONLY 1/8" BUTYL RUBBER MEMBRANE BO I I OM OF BALLAST PAN BOTTOM OF TOP FLANGE 21/2" Q_ EXP, BRG. ABUT. 1 FIXED BRG. ABUT. 3 ELEVATION A -A AT ABUTMENT NO SCALE Q. EXP. BRG. PIER 2 --1 { 1/2" STAGGERED ASPHALT SHEETS BUTYL RUBBER MEMBRANE 3/4"0 CSK. BOLTS FIXED BRG. PIER 2 1/2" APRON PLATE P 4-A.mm .i pArAdm iif.:i; riff iii r LIC .r• BOTTOM OF BALLAST PAN BOTTOM OF TOP FLANGE 2" 2" GAP ® 60° F Q PIER 2 AND Q. PLATE SECTION C -C THRU PIER NO SCALE B.F. ABUTMENT BACKWALL PLAN OF APRON PLATES SCALE: 1/2" = 1 ' -0" 3/4"0 CSK. BOLT 1/2" STAGGERED ASPHALT SHEETS BOTTOM OF BALLAST PAN BOTTOM OF TOP FLANGE i HALF PLAN AT PIER 2 1/8" BUTYL RUBBER MEMBRANE 1/8" x 3'-4" INVERTED BUTYL RUBBER MEMBRANE 2'-4" WfDE 16 GA. GALV. SHEET METAL. - 1/2" APRON PLATE i ass !/Iljf!llll 2 1/21 3 1/4" GAP 60° 1 /2" SECTION B -B THRU ABUTMENT WATERPROOFING LAYERS SHOWN ARE TYPICAL FOR SECTIONS A. -A, C NO SCALE 1/2" STAGGERED ASPHALT SHEETS 1/8" BUTYL RUBBER MEMBRANE 2 1/2" " GAP 1/2" APRON PLATE 3/4"0 CSK. BOLT (TYP.) SEE PLAN FOR LOCATIONS. 1/2" STAGGERED ASPHALT SHEETS 1/8" BUTYL RUBBER MEMBRANE & 16 GA. SHEET META B.F. ABUTMENT BACKWALL C, D -D AND E -E GRIP STRUT GRATING 3/8" WALKWAY PLATE BOTTOM OF BALLAST PAN BOTTOM OF TOP FLANGE — 1 - Q 3/4"0 CSK BOLTS (BELOW BUTYL RUBBER MEMBRANE) ELEVATION D -D AT PIER NO SCALE BOTTOM OF BALLAST PAN �- 1/2" APRON PLATE (BELOW BUTYL RUBBER MEMBRANE) 1/2" APRON PLATE . 3/4"0 CSK. BOLT, TYP. -1 FED. ROAD REG. NO. STATE FED. AID PROD. NO. SHEET NO. 7 NEBR. F -TMT -34-4(1014) /08 REVISIONS Q. PIER 2 3/8" WALKWAY PLATE GRIP STRUT GRATING -� 0 0 r • • I TYP. AT < APRON 5/16 V PLATES TOE PLATE SECTION E -E THRU WALKWAY AT PIER SCALE: 1 1/2" = 1'-0" NOTES: • • ,1 Sill GRIP STRUT HOLD-DOWN ASSEMBLY (TYP.) APRON PLATE SIZES SHOWN IN PLAN ARE TYPICAL FOR EACH LOCATION AT ABUTMENTS 1 AND 3, AND AT PIER 2. DECK DRAINAGE NOT SHOWN FOR CLARITY. FOR DETAILS, .SEE SHEET 13. FOR DECK WALKWAY DETAILS, SEE SHEETS 15 AND 16. NEBRASKA DEPARTMENT OF ROADS BRIDGE DIVISION STATE RD. B.N.R.R. OVER U.S. 34 (BURLINGTON AVE.) SKEW 3'49'40.4" HIGHWAY NO. U.S. 34 DESIGN ALTERNATE E80 REF. POST 209+67 STA. 8006+26.85 BNRR COUNTY ADAMS 111+12.69 U.S. 34 2:1" BURLINGTON NORTHERN RAILROAD COMPANY 2 - 47'-2" SPANS STEEL PAN BALLAST DECK SIMPLE SPAN BEAM BRIDGE LINCOLN TO MCCOOK BRIDGE 156.42 APRON PLATE DETAILS AUTH: A.F.E. 95-2369 1 LINE SEG.: 0002 BRIDGE ENGINEERING APPROVED: TO OF E ENGIN ING FORT WORTH, TX. HNJTB DESIGNED BY JWH/DLM DETAILED BY TAB CHECKED BY DLM BRIDGE ENGINEER DATE 5/94 CT NUMBER F -TMT -34-4(1014) SPECIAL PLAN NO, 14 18 0 0) f -r) 0 N0 "20598\ 0002\ 015642 _ BEAM GROUP AND Q. TRACK c. FIX BRG. Q. EXP. BRG. Q.. FIX BRG, EXP. BRG. FED. ROAD REG. NO. STATE FED. AID PROJ. NO. SHEET NO. 7 NEBR. F -TMT- 34- 4(1014) 10q REVISIONS RAISE BALLAST, LEVEL BEYOND WALKWAY TO TOP OF WALK, PROVIDE CRIBBING IF NECESSARY. L 11 1.11,11111,IPP11.1,11111111M1,1!.1kli111,11.11 t ..1!•••••••1•• 411 .... 111.1111111111111111.111111111111111 4MILI.'1111111.11.11111IIIIIIIIIIIIIMilliallIMINI11111111111111111111111111111111111W 411111111111111111111111111111111111111111111111111! iiiiiiii 4-4 I I I I I I I SEE DETAIL FOR OBTUSE CORNER AT END OF WALKWAY TOE PLATE 6 SPA. 6'-O" = 36'-O" 6 SPA. 0 6'-0" = 36'-O" Pt SEE DETAIL FOR ACUTE CORNER AT END OF WALKWAY z 0 0 3' - 0" WALK, TO Q. BEAM GROUP 6' -0" TO Q, BEAM GROUP 3/8" x 8" TOE PLATE NOTE: POST TO BE VERTICAL. SEE BASE PLATE DETAIL SHEET 16. x 24" x 12 GA. GRIP STRUT GRATING 1/2" WEB PLATE x 9 1/2" x 1L GA. GRIP STRUT GRATING /dr 2 2 1.71 5/16 5/16 TOP FLANGE 1/2 x 7 x 2 1/4" SIDE FLANGE 1/2 x 7 x 2'-4" BOTTOM FLANGE 1/2 x 7 x 4' -0" 4'-O 9/16" 17/ 4" x 8" NOTCH IN TOE PLATE AS SHOWN AT ALL FENCE POST BASE PLATE LOCATIONS - SECTION A -A SCALE: 1" Py - ft 5/16 // /A 3" W33 x 241 WEB 7/8"O BOLTS TOE PLATE TOP OF GRIP STRUT GRATING 21-0" MAX. SPA. SECTION B -B SCALE: 1" 0" 2" GAP @ 60°F PARTIAL DECK WALKWAY PLAN SCALE: 1/4" =1 0" 7-- 1 2" FLANGE PLATE / FOR WALKWAY BRACKET PROVIDE 1" x 6" NOTCHES IN GRIP STRUT GRATING FLANGES FOR DRAINAGE ACROSS WALKWAY 5/8" BALLAST PAN (SLOPED SIDE PLATE) 1/2" WEB PLATE FOR WALKWAY BRACKET W33 x 241 BOTTOM FLANGE OF WALKWAY BRACKET NOT SHOWN FOR CLARITY. SECTION C -C SCALE: 1" = NOTES: B.F. ABUTMENT L 8 x 6 x 1/2" x WALKWAY BRACKET c_ 9 1 /2" GRIP STRUT GRATING AND SLOTS (TYP,) EDGE OF GRIP STRUT GRATING FIELD CUT ANGLE TO CLEAR M.S.E WALL 7' NOTCH IN WALKWAY PLATE BELOW M.S.E. WALL (BY OTHERS) ACUTE CORNER TOE PLATE WALKWAY PLATE MEASURED ALONG EXTERIOR EDGE OF WALKWAY )1( OBTUSE CORNER il 11 B.F. ABUTMENT L 8 x 6 x 1/2" x 3'-O" WALKWAY BRACKET M.S.E. WALL (BY OTHERS) NOTE: WALKWAY BRACKETS AND GRIP STRUT GRATING TO BE ALIGNED IN FIELD PRIOR TO SECURING BRACKET TO BACKWALL. END OF WALKWAY DETAILS SCALE: 1" = L 8 x 6 x 1/2" x 3'-O" Q. 1/2"x 3" SLOTS (PRE DRILLED) 3° 49'40.4'1, TYP. -4 1 ,, 8 7 6" SLOT (TYP.) 6 1/2" FIELD CUT ANGLE TO CLEAR M.S.E WALL WHERE APPLICABLE FOR DETAILS OF CHAIN LINK FENCE, SEE SHEET 16. TOP OF GRIP STRUT GRATING TOP OF WALKWAY PLATE Q. 2" x 7/8" SLOTS (PRE -DRILLED) DETAIL D WALKWAY BRACKET 4 REQUIRED (2 AS SHOWN, 2 OPPOSITE HAND) SCALE: 1" = 1' -0" 4 .rt 4 .44 3 5/16"0 x 5" CARRIAGE BOLTS W/LOCK NUT, WASHER AND ANCHORING DEVICE CLIP 1/2" x 3" SLOTTED HOLES IN WALKWAY PLATE AND ANGLE, SEE DETAIL D FOR LOCATION 3/4"0 x 7' CONCRETE ANCHORS FIELD DRILL 3/4"0 HOLES 6" DEEP FOR ANCHORS B.F. ABUTMENT BACKWALL ELEVATION E -E AT ABUTMENT SCALE: 1 1/2" =1 ' -0" NEBRASKA DEPARTMENT OF ROADS BRIDGE DIVISION STATE RD. B.N R.R. OVER U.S. 34 (BURLINGTON AVE.) SKEW 3'49'40.4" HIGHWAY NO. U.S. 34 DESIGN ALTERNATE E80 REF. POST 209+67 STA. 8006+26.85 BNRR = COUNTY ADAMS 111+12.69 U.S. 34 MrBURLINGTON NORTHERN RAILROAD COMPANY 2 - 47' -2" SPANS STEEL PAN BALLAST DECK - SIMPLE SPAN BEAM, BRIDGE LINCOLN TO MCCOOK BRIDGE 156.42 DECK WALKWAY DETAILS AUTH: A.F.E. 95-2369 BRIDGE ENGINEERING APPROVED: I LINE SEG.: OR OF BRflIGE ENGINEERING 0002 FORT WORTH, TX. HNTB DESIGNED BY JWH/DLM DETAILED BY TAB BRIDGE ENGINEER CHECKED BY DLM DATE 2/95 PROJECT NUMBER F -TMT -34-4(1014) SPECIAL PLAN NO, o o o o o PROVIDE 1" x 6" NOTCHES IN GRIP STRUT GRATING FLANGES FOR DRAINAGE ACROSS WALKWAY 5/8" BALLAST PAN (SLOPED SIDE PLATE) 1/2" WEB PLATE FOR WALKWAY BRACKET W33 x 241 BOTTOM FLANGE OF WALKWAY BRACKET NOT SHOWN FOR CLARITY. SECTION C -C SCALE: 1" = NOTES: B.F. ABUTMENT L 8 x 6 x 1/2" x WALKWAY BRACKET c_ 9 1 /2" GRIP STRUT GRATING AND SLOTS (TYP,) EDGE OF GRIP STRUT GRATING FIELD CUT ANGLE TO CLEAR M.S.E WALL 7' NOTCH IN WALKWAY PLATE BELOW M.S.E. WALL (BY OTHERS) ACUTE CORNER TOE PLATE WALKWAY PLATE MEASURED ALONG EXTERIOR EDGE OF WALKWAY )1( OBTUSE CORNER il 11 B.F. ABUTMENT L 8 x 6 x 1/2" x 3'-O" WALKWAY BRACKET M.S.E. WALL (BY OTHERS) NOTE: WALKWAY BRACKETS AND GRIP STRUT GRATING TO BE ALIGNED IN FIELD PRIOR TO SECURING BRACKET TO BACKWALL. END OF WALKWAY DETAILS SCALE: 1" = L 8 x 6 x 1/2" x 3'-O" Q. 1/2"x 3" SLOTS (PRE DRILLED) 3° 49'40.4'1, TYP. -4 1 ,, 8 7 6" SLOT (TYP.) 6 1/2" FIELD CUT ANGLE TO CLEAR M.S.E WALL WHERE APPLICABLE FOR DETAILS OF CHAIN LINK FENCE, SEE SHEET 16. TOP OF GRIP STRUT GRATING TOP OF WALKWAY PLATE Q. 2" x 7/8" SLOTS (PRE -DRILLED) DETAIL D WALKWAY BRACKET 4 REQUIRED (2 AS SHOWN, 2 OPPOSITE HAND) SCALE: 1" = 1' -0" 4 .rt 4 .44 3 5/16"0 x 5" CARRIAGE BOLTS W/LOCK NUT, WASHER AND ANCHORING DEVICE CLIP 1/2" x 3" SLOTTED HOLES IN WALKWAY PLATE AND ANGLE, SEE DETAIL D FOR LOCATION 3/4"0 x 7' CONCRETE ANCHORS FIELD DRILL 3/4"0 HOLES 6" DEEP FOR ANCHORS B.F. ABUTMENT BACKWALL ELEVATION E -E AT ABUTMENT SCALE: 1 1/2" =1 ' -0" NEBRASKA DEPARTMENT OF ROADS BRIDGE DIVISION STATE RD. B.N R.R. OVER U.S. 34 (BURLINGTON AVE.) SKEW 3'49'40.4" HIGHWAY NO. U.S. 34 DESIGN ALTERNATE E80 REF. POST 209+67 STA. 8006+26.85 BNRR = COUNTY ADAMS 111+12.69 U.S. 34 MrBURLINGTON NORTHERN RAILROAD COMPANY 2 - 47' -2" SPANS STEEL PAN BALLAST DECK - SIMPLE SPAN BEAM, BRIDGE LINCOLN TO MCCOOK BRIDGE 156.42 DECK WALKWAY DETAILS AUTH: A.F.E. 95-2369 BRIDGE ENGINEERING APPROVED: I LINE SEG.: OR OF BRflIGE ENGINEERING 0002 FORT WORTH, TX. HNTB DESIGNED BY JWH/DLM DETAILED BY TAB BRIDGE ENGINEER CHECKED BY DLM DATE 2/95 PROJECT NUMBER F -TMT -34-4(1014) SPECIAL PLAN NO, J POST AND c BASE PLATE END CAP 1 1/4%6 STD. PIPE (TOP AND BOTTOM) 2"95 STD. PIPE HANDRAIL STD. PIPE TOE PLATE GRIP STRUT GRATING TOP OF WALKWAY PLATE - TYPICAL SECTION THRU FENCE SCALE: 1" = 1 '-0" END POST 4 GRIND EDGE TO 1/8" RADIUS (TYP.) MIN. 2"0 STD. / PIPE HANDRAI L POST ON M.S.E. WALL (BY OTHERS) c_ POST FIELD FABRICATE: END PIECE TO MATCH POST POSITIONING POST AT M.S.E. WALL 0 (0 GRIND EDGE TO 1/8" RADIUS (TYP.) W\20598\0002 VARIES POSTS ARE AT c WALKWAY BRACKETS VARIES 45' -ll" 4'-7.3/8" OR 5'-3 5/8" 6'-0" END CAP TYPICAL END PANEL 3"0 INTERMEDIATE (3.5" 0.D.) POST TYPICAL INTERMEDIATE PANEL 9 GA. CHAIN LINK FENCE, 2" MESH, KNUCKLED SELVAGE TOP AND BOTTOM WITH BLACK VINYL COATING 1 1/4"0 STD. PIPE AT TOP AND BOTTOM JUNCTION W (TYP.) 3/16" x 3/4" STRETCHER BAR 7' es. FED. ROAD REG. NO. STATE FED. AID PROJ. NO. SHEET NO. 7 NEBR. F -TMT -34-4(1014) 110 REVISIONS ,'—SECTION OF CHAIN LINK MESH TO REMAIN / FLEXIBLE 10 ALLOW FOR EXPANSION MOVEMENT JUNCTION Z (TYP.) 2"0 STD. PIPE HANDRAIL (2.1" O.D.) 3/8" TRUSS ROD AT END PANELS ONLY 1/2"o PIPE EXP. JOINT 2"95 STD. PIPE HANDRAIL SIDE VIEW. POST AT M.S.E. WALL END POST AT ABUT. POST TENSION BANDS AT 12" CTRS. WITH 3/8" CARRIAGE BOLTS TOE PLATE AND GRIP STRUT GRATING NOT SHOWN FOR CLARITY, FOR DETAIL, SEE SHEET 15. MATCH POST 0.D. RADIUS, TYP. INTERMEDIATE POST 41/ AT INTERMEDIATE POST c. POST AND BASE PLATE ft 7 GA COILED SPRING TENSION WIRE FASTENED TO FENCE AT 2'-0" CTRS. WITH HOG RINGS. GAP. AT 60T INTERIOR ELEVATION OF CHAIN LINK FENCE SCALE: 1" = 1' -0" NOTE: ALL POSTS SHALL BE PLACED VERTICAL 15/16"0 HOLE FOR 7/8"0 BOLT (TYP.) 1 1/2"o x 1'-6" STD. PIPE EXP. JOINT VARIES 1/4 HANDRAIL DETAILS DIMENSIONS AND INFORMATION SHOWN ARE TYPICAL UNLESS NOTED OTHERWISE. SCALE: 3" = HANDRAIL SPLICE AT EXP. JOINT PLAN FENCE NOTES: 3/8"0 DRAIN HOLE, MT. E 3/8 x 7 x 0'-7' 1/2" SUPPORT PLATE, SEE DETAIL WELD SUPPORT PLATE TO POST. BEVEL POST & PLATE TO MATCH SLOPE (TYP.) 3 1/2" AT PIER POST AND BASE PLATE 3"o STD. PIPE 3/8" x 8" TOE PLATE, SEE SECTION B ON SHEET 15. NO TENSION WIRE IN EXPANSION PANELS 3/4"o PIPE EXP. JOINT TOP AND BOTTOM 5/8" MIN. CLR. GRIP STRUT GRATING 7/8"o HEX. HD. BOLT WITH HEX. NUT, TYP. SLOPE TO DRAIN 3/8" WALKWAY PLATE 1/2" FLANGE PLATE OF WALKWAY BRACKET TOwARD BALLAST PAN ELEVATION BASE PLATE DETAILS SCALE: 3" = ALL HARDWARE SHALL BE STANDARD FENCING ITEMS COMMONLY USED IN FENCE CONSTRUCTION, BY ONE MANUFACTURER, FENCE AND POSTS, INCLUDING HARDWARE, SHALL BE COATED WITH BLACK VINYL. SEE SPECIFICATIONS FOR DETAILS. AUTH: BURLINGTON NORTHERN RAILROAD COMPANY A.F.E. 95-2369 ILINE SEG.: 0002 BRIDGE ENGINEERING APPROVED: DCRECTOR OF BRIDGE ENGINEERING FORT WORTH, TX. 11.-1111.- SUPPORT PLATE NEBRASKA DEPARTMENT OF ROADS BRIDGE DIVISION STATE RD. B.N.R.R. OVER HIGHWAY NO. U.S. 34 REF. POST 209+67 COUNTY ADAMS U.S. 34 (BURLINGTON AVE.) SKEW 3'49'40.4" DESIGN ALTERNATE E80 STA. 8006+26.85 BNRR = 111+12.69 U.S. 34 2:11, 2 - 47'-2" SPANS STEEL PAN BALLAST DECK - SIMPLE SPAN BEAM BRIDGE LINCOLN TO MCCOOK BRIDGE 156.42 PEDESTRIAN RAILING (CHAIN LINK FENCE) DESIGNED BY DLM DETAILED BY TAB CHECKED BY DLM DATE 2/95 HNITE3 BRIDGE ENGINEER PROJECT NUMBER F -TMT -34-4(1014) SPECIAL. PLAN NO, nt C.:7; 0 to rn 0 N 0 0 \20598\0002' 16" x 10" x 8" CAST IRON JUNCTION BOX (TYP) PULL BOX, (SEE LIGHTING PLANS) CENTERLINE U.S HIGHWAY 34 (BURLINGTON AVE.) 3/4" DIA. GRS (TYP) ATTACHED TO BRIDGE BEAM DIRECT BURY CONDUIT BETWEEN ABUTMENT AND BOX. CONDUIT 'C' FITTING 1" DIA. GALV. RIGID CONDUIT IN ABUTMENT BACKWALL 8007 18" PIECE OF LIQUIDTIGHT FLEXIBLE METAL CONDUIT WITH APPROVED Fl! I INGS BRIDGE ABUTMENT BACKWALL t'! /4" DIA. CONDUIT JUNCTION BOX ` THREADED STEEL RIGID CONDUIT HUBS (TYP) SIDE VIEW PLAN 1" DA. RIGID CONDUIT. EXTEND THRU BACKWALL TO UNDERGROUND AND THEN TO PULL BOX BEHIND THE SIDEWALK GENERAL NOTES -- ELECTRICAL CONDUIT INSTALLATION ALL CONDUIT SHALL BE GALVANIZED RIGID STEEL. ALL FITTINGS USED WITH RIGID CONDUIT SHALL BE GALVANIZED, MALLEABLE IRON OR STEEL: NEITHER ALUMINUM NOR ZINC ALLOY FIIIINGS ARE ACCEPTABLE. JUNCTION BOXES SHALL BE GALVANIZED CAST IRON BOXES, FLANGED, NEMA 3R OR 4R WITH NEOPRENE GASKET AND BRASS OR STAINLESS STEEL COVER SCREWS. SUP HOLES FOR CONDUIT ENTRANCES SHALL BE THE CORRECT SIZE FOR EACH CONDUIT. LOCKNUTS ARE TO BE PROVIDED FOR EACH CONDUIT BOTH INSIDE AND OUTSIDE THE BOX. FURNISH A GROUNDING BUSHING FOR EACH CONDUIT TERMINATION WITHIN THE JUNCTION BOX. CONDUIT BENDS, ELBOWS AND OFFSETS SHALL BE ACCURATELY FORMED. THE CONDUIT INSTALLATION SHALL BE PERFORMED BY OR UNDER THE DIRECT SUPERVISION OF A COMPETENT JOURNEYMAN ELECTRICIAN OR LINEMAN. THE 16" x10" x8" JUNCTION BOX, THE CAST IRON OUTLET BOXES, ALL CONDUIT AND CONDUIT DRAINS AND ALL OTHER HARDWARE AND MISCELLANEOUS FITTINGS REQUIRED FOR THE CONDUIT INSTALLATION WILL NOT BE PAID FOR DIRECTLY BUT WILL BE CONSIDERED SUBSIDIARY TO OTHER ITEMS FOR WHICH PAYMENT IS PROVIDED UNDER GROUP 6 (BRIDGE). 18" PIECE OF 1 5/8" x 1 5/8 METAL FRAMING CHANNEL 1 /2" DIA. SQUARE 'U' -BOLT WITH 2-3/8" fa x 2" x 3" WASHER UNDER HEX. NUTS. B -LINE SERIES B500 BEAM CLAMPS 16" x 10" x 8" CAST IRON JUNCTION BOX MN 4!MMIROr 114*(41 DETAIL B BEA 33x241 3/4" THICK x 2" x 2" STEEL SPACER, 4 REQ'D., ONE FOR EACH MOUNTING FOOT 1 /2" DIA. MOUNTING BOLTS SERVICE TO UNDERPASS LUMINAIRES BRIDGE BEAMS SECTION A -A 3/4" DIA. GRS CONDUIT TO LIGHTING FIXTURE ON OPPOSITE FACE OF PIER CAP 4 N. J 4" CONCRETE OGTAGON BOX, 4" DEEP 18" PIECE OF LIQUIDTIGHT, FLEXIBLE STEEL CONDUIT WITH APPROVED FITTINGS TYPE 'C' CONDUIT FITTING WITH GASKETED COVER SECTION B B HOT DIP GALVANIZED CAST IRON JUNCTION BOX OF DUST TIGHT AND WATERTIGHT CONSTRUCTION WITH MOUNTING LUGS AND SLIP HOLES FOR CONDUIT HUBS. 0.Z./GEDNEY TYPE 'YS 161008 BOX WITH 1/4" WALLS FED. ROAD REG. NO. STATE FED. AID PROJ. NO. SHEET NO. 7 NEBR. F -TMT -34-4(1014) REVISIONS CONDUIT TO LIGHT FIXTURE ON OTHER SIDE OF PIER CAP (TYP) FLEXIBLE CONDUIT TO CONNECTION WITH TYPE 'C' CONDUIT FITTING CONDUIT BETWEEN FIXTURES ON SAME FACE OF PIER CAP B OCTAGON BOX SET IN CONCRETE (TYP). LOCATE BOXES IN PIER CAP 8'-0" IN FROM EACH END AND 1 1/2" FROM TOP. MOUNTING OF UNDERPASS LIGHTS ON PIER CAP B ELEVATION BEAM CLAMP, B -LINE'S PART NO. B441-22 SPACED AT ABOUT 4'-0" CTRS. *SEE LIGHTING PLANS FOR LUMINAIRE TYPE, SIZE AND PHOTOMETRIC REQUIREMENTS. 18" LONG PIECE OF METAL FRAMING CHANNEL, B -LINE'S PART NO. B24SS4, 1292 STN.STL. 1 5/8" x 1 5/8" 2 -HOLE PIPE CLAMP (10 GA. MIN.) WITH 3/8" DIA. HEX. HEAD BOLTS AND SPRING NUTS. B -LINE'S PART NO. B2400-1. SPACED AT ABOUT 4'-0" CTRS. CONDUIT SUPPORT NOTE: ALL U -BOLTS SHALL BE FITTED WITH BELLVILLE STN. STL. DISK SPRINGS AND SHALL BE DOUBLE NUTTED. NEBRASKA DEPARTMENT OF ROADS BRIDGE DIVISION STATE RD. B.N.R.R. OVER U.S. 34 (BURLINGTON AVE.) SKEW 3'49'40.4" HIGHWAY NO. U.S. 34 DESIGN ALTERNATE E80 REF. POST 209+67 STA. 8006+26.85 BNRR = COUNTY ADAMS 111+12.69 U.S. 34 aarBURLINGTON NORTHERN RAILROAD COMPANY 2 - 47'-2" SPANS STEEL PAN BALLAST DECK -- SIMPLE SPAN BEAM BRIDGE LINCOLN TO MCCOOK BRIDGE 156.42 LIGHTING DETAILS AUTH1 A.F.E. 95-2369 I LINE SEG.I 0002 BRIDGE ENGINEERING APPROVED: DIRQ'CT0 OF BRIDGE ENGINEERING FORT WORTH, TX. H1'VTB DESIGNED BY JRK DETAILED BY TGM CHECKED BY LEL DATE 5/94 • BRIDGE ENGINEER PROJECT NUMBER F--TMT- 014) SPECIAL PLAN NO. 0 0 a) 0 0 BILL OF BARS STANDARD HOOKS FED. ROAD REG. NO. STATE FED. AID PROJ. NO. SHEET NO. MARK NO. LENGTH TYPE "0" "D" A401 14 36'—O" STR A402 14 15'—O" STR NO. LENGTH TYPE "C" "D" *PIN HOOK F -TMT -34-4(1014) REVISIONS P402 P403 A501 43 35' A502 A503 A504 33 35' —6" 15'-6"33 24 7'-6" EP404 P405 10 1 1' —6" 368 3'-3" BAR SIZE 90° HOOK 180° HOOK BAR SIZE 90° HOOK HOOK H 135° HOOK BAR SIZE BAR SIZE Dp A506 99 6'—S" A507 50 6'-5" A509 2 12'-4" A510 2 6' — 11" 104 104 103 STR STR 1' — 6" 2'-2" 4' — 3" 3' —3" 4' —6" 1'—O" A512 4 9'-8" STR 103 102 106 P501 24 37'-6" STR P502 24 11'-6" 3' —10" 1,-0" 1' —0" 3' —10" 4' —8" 8 ;" 3 3/4" 4" 4 6 3/4" 0 5 8 1/2" 6 10 1/4" 7 1 ' —0" 8 1'—1 1/2" 9 1'-4" 10 11 1' —8" 7" 8 1/4" 9 3/4" 11" 1' —3" —4 3/4" —6 1/2" 3 1/2" 4 1/2" 5 1/2" 7 3/4" 9" 10 1/4" d=bar size Dp=pin diameter 1 1/2" 2" 2 1/2" 4 1/2" 5 1/4" 6" A514 4 56" A516 4 4' — 0" " 2'-2" 1'-2" A517 3 3/4" A601 14 6' — 7" .2111 3 3/4"3/ A515 4 4' —4 4 A602 14 15'—O" STR A603 14 37' — 6" STR A604 14 15'—O" STR 11111111111111 11111111 103 103 104 A801 A802 A803 P506 10 31'-11" BENDING DIAGRAMS NOT TO SCALE P509 10 11'—ll" P510 2 5' — Minimum Diameter for Bends 104 20'—S" —0" P801 58 12'-10" 112 102 A501 A502 A503 43 35'-7' 0 35'-6" 0 15'-6" A504 24 7'-6" A505 24 4' 9" A506 99 6'—S" A508 10 A601 A602 A60 14 36' 14 15'—O" 14 37'-6" STR STR 112 104 128 13' —0" 1T-3" 20'— 9" MARK A505 MAX, LENGTH BAR SETS MIN, LENGTH NO OF SETS BARS PER SET MAX. LENGTH MIN. LENGTH NO. OF SETS BARS PER SET D 103 104 106 NOTES: 135° Hook 104A B Min. C Max. 112 180" Hook EPDXY COATED REBAR INDICATED BY "E" AS FIRST LETTER OF BAR MARK. FIRST NUMERAL OF BAR MARK INDICATES BAR SIZE (IN EIGHTHS OF AN INCH). /\i.- 136 135* Hooks • "20598\0002\01564 MrBURLINGTON NORTHERN RAILROAD COMPANY AUTH: A.F.E. 95-2369 I !NE SEG,: NEBRASKA DEPARTMENT OF ROADS BRIDGE DIVISION STATE RD. B.N.R.R. OVER U.S HIGHWAY NO. U.S. 34 REF. POST 209+67 COUNTY ADAMS 34 (BURLINGTON AVE.) SKEW 3'49'40.4" DESIGN ALTERNATE E80 STA. 8006+26.85 BNRR 111+12.69 U.S 34 2 — 47'-2" SPANS STEEL PAN BALLAST DECK — SIMPLE SPAN BEAM BRIDGE LINCOLN TO MCCOOK BRIDGE 156.42 BILL OF BARS 0002 HNITEI BRIDGE ENGINEERING APPROVED: FORT WORTH, TX. DESIGNED BY DLM E ENGINEER DETAILED BY TAB ECT NUMBER CHECKED BY DLM DIRECTOR OF BRIDGE ENGINEERING DATE 5/94 F—TMT-34-4(1014) CN41200C.DGN 571-0" TO £ PROJECT CONTROL PANEL £ JUNCTION SOX 11/2" 0 CONDUIT TO WATER LEVEL CONTROL 31/2111) FEEDER CONDUIT TO PUMP MOTORS 6" 0 CONDUIT TO SERVICE POLE , STA I/O 00 JUNCTION SOX (DISCHARGE BOX) -30" 0 OUTLET PIPE NOTES: TOTAL I FNGTH OF 31/2" CONDUIT 75 FEET (APPROX.) TOTAL LENGTH OF 11/2" CONDUIT =16 FEET (APPROX.) 27" INI FT PIPE STA.. 110 a 04 E PROJECT ELEV. 1930.44- ACCESS DOORS OF ADEQUATE SIZE AND LOCATED TO PROVIDE FOR PUMP REMOVAL. 4,u -E PUMP PIT 1 41-10" 2'-5" 2'-5" • 11-2" 91-6" 410" 41/011 601 STEP ----1 91-6" 8" 101-8" 8" ...I ELEV. 1926.11 -\ OPTIONAL CONSTRUCTION JOINT -- 11-0" OPTIONAL CONSTRUCTION JOINT I0'-8" PLAN OF PUMP PIT 91-6" 91-6" ACCESS DOOR - STA 110 a 00 8" P-8" 1 .-± 71. 11 11 11 11 I ; I 11 27" INLET PIPE FLOW LINE E1 FV. 1905.6 • BOTTOM OF WALL ELEV. 1897.00 £ PUMPS 11-2" 1 11 11 It 1 I� 11 I! A 4 d 11 I ! ;!'; ! - 1 11 11 ;I . 1 ; 11 1 1 11 ,1 1 i 1 11 1. 1 pi 1 ' VI I 1 111_ . 1 0 , , io 1 Hi 1 itl 10 10 11 11 1 10 F 1 1 11 101 1 11 10 ; 3 111 I 1 ;I . 1 - ; ILL.) . H 1 11 111 I , i 11, 11 1 i i I 13 11 1 ! 1I II 41 I 1 11 II 0 11 ;1 I i 1 1 11 i 11-„ id -1-1; I0 1 _-r- 1! 11-, a ir- -- -- 1 FI' --(11 11 I 1 11-= —lt:LAIL 1-11 II '' ' 11 11 11 Th1-- ---;- 1 —r 111---1 ' 2'-3" 4/-10" 2'-5" 21-5" - 41-1011 21-5" 91-161' 1-6/1 -.• 10/-8"1 „. _..,101-8" ELEVATION 0 F UMP PIT MANHOLE 11-0" £ PUMPS 11-2" 6'1 Ti g. PUMP PIT 571-0" TO PROJECT 181-0" 8" 41-0" ACCESS DOORS OF ADEQUATE SIZE AND LOCATED TO PROVIDE FOR PUMP REMOVAL ELEV. 1950.44 MANHOI F 4' 8" JUNCTION BOX INLET FLOW UNE \;\ ELEV. 19282 1 OPTIONAL CONSTRUCTION JOINT 1 I' -O" OPTIONAL CONSTRUCTION JOINT I! 11 11 11 11 11 11 11 11 11 11 lJ 1 NOTES PROJECT NU 34 - 4(19/4) THE ITEM 'PUMPING STATION AT STA 110 • 00" SHALL BE MEASURED AND PAID FOR AT THE CONTRACT PRICE, ONE EACH. SUCH PAYMENT SHALL BE FULL COMPENSATION FOR PREPARATION, FURNISHING MD PLACING OF ALL MATERIALS AND Al I EQUIPMENT, TOOLS, LABOR AND INCIDENTALS NECESSARY TO COMPLETE THE WORK. THE ITEM "PUMPING STATION AT STA I/O 00" SHALL INCLUDE BOTH THE PUMP PIT AND THE JUNCTION BOX. THE CONTRACTOR MAY USE SHORING TO PROTECT THE STRUCTURE MD SHALL BE RESPONSIBLE FOR THE EXACT TYPE, STY1F MD LAYOUT USED. THE SHORING SHALL. NOT BE PAID FOR DIRECTLY, BUT SHALL BE CONSIDERED SUBSIDIARY TO THE ITEM "PUMPING STATION AT STA I/O a 00". AIJ EXCAVATION AND BAC1\II 1 SHALL NOT BE PAID FOR DIRECTLY, BUT SHALL BE CONCIDERED SUBSIDIARY TO THE ITEM 'PUMPING STATION AT STA I/O a 00". PUMPS SHALL BE 1500 G.R.M. SUBMERSIBLE TYPE, FOUR (4) REQUIRED. SEE SPECIAL PROVISIONS. ALL INTERIOR CONCRETE SURFACES OF PUMPING STATION SHALL BE COATED WITH COAL TAR EPDXY. SEE SPECIAL PROVISIONS. N I CONCRETE USED SHAT I BE CLASS "478" WITH A COMPRESSIVE STRENGTH OF 3,000 P.SJ. IN 28 DAYS. Al 1 REINFORCING STEEL SHALL CONFORM TO 17-1E REQUIREMENTS OF A.S.T.M. DESIGNATION A6/5 OR A617, GRADE 60, WITH A WORKING STRESS OF 24.000 P.SJ. THE MINIMUM COVERING, MEASURED FROM THE FACE OF THE CONCRETE TO THE SURFACE OF ANY REINFORCING BAR, SHALL 8E 2", EXCEPT WHERE SI --/OWN. USE NO.6 BARS FOR STEPS. GALVANIZE BARS AFTER BENDING, PLACE AT r-4- CENTERS AND EMBED INTO CONCRETE. CONCRETE QUANTITIES REFI FCT A DEDUCTION FOR THE MANHOI F, 27" 0 INLET PIPE, MD ACCESS DOOR OPENINGS ONLY. THE 27" 0 INLET PIPE, 6" 0, 3I/2" 0,.11/' 0 CONDUIT AND 8" .6' DUCTILE PIPE SI -/AI 1 NOT BE PND FOR DIRECTLY, BUT SHALL BE CONSIDERED SUBSIDIARY TO THE ITEM "PUMPING STATION AT STATION I/O a 00". CAST IRON COVERS MD FRAMES SHAH CONFORM TO THE SPECIAL PLANS MD STANDARD SPECIFICATIONS. — CONTROL PANEL - 6" 0 CONDUIT TO SERVICE P01 F --FLOW LINE ELEV. /9253 4 - 8" 0 DISCHARGE PIPES ELECTRIC CABI FS TO PUMPS UFT CABI FS FLOW UNE ELEV. 1905.6 E 27" 0 INLET PIPE r 11 If 11 11 11 11 1 I i 1 1 1 1 114 1111 11 1III: 1t SIDE I'-2'/ 41-0" 41-0" 5'-2" ELEVATION GUIDE RAILS PUMP 8" 0 TO 6" 0 REDUCER 4, /'-2" 6" a OF - OF PUMP PIT PUMPING STATION AT STA. I/O 4. 00 QUANTITIES QUANTITIES FOR INFORMATION ONLY (QUANTITIES SHOWN ARE FOR PUMP PIT ONLY) CLASS 1147B" CONCRETE 82.0 REINFORCING STEEL 8,225 CAST IRON COVERS MD FRAMES 125 I EACH CU. YDS. POUNDS POUNDS C.N.4/ 8 a k. Q Lzj CHECKED BY O.O.B. L. tjj 0 ±t; 4 604 AT 8" CTRS. • STA. /I0 # 00 526 PLACED AS— SHOWN SECT ION A -A 518 AT 12" CTRS. 504 AT 12" CTRS. • Qz k. z\J 402 AT 12" CTRS. • s 406 PLACED AS SI-IOWN 408 AT 12" CTRS. E PUMP PIT 504 AT 12" CTRS. 508 AT 12" CTRS. 510 OR 512 AT 12" CTRS. STA I/O # 00 air —408 AT 12" CTRS. —510.512 OR 514 AT 12" CTRS. 404 AT 12" CTRS. 520 OR 522 AT 12" CTRS. 408 AT 12" CTRS. 526 PLACED AS SHOWN „7 1 502 TO MATCH 5/8 1 1 r -DETAIL - B (TYPICAL) c\i 518 AT 12" CTRS. L(N 504 AT 12" CTRS. A J • DETAIL - A (TYPICAL) • QZ () 1 520,522 OR 524 AT 12" CTRS. • 601 STEP v3 ciz 1— co 10 a 504 AT 12" CTRS, 506 AT 12" CTRS. 504 AT 12" CTRS. 512 AT /2" CT SECTION B -B 503 TO MATCH 5/6 AT 12" CTRS. 5/4 AT 12" CTRS. 50/7-0 MATCH 506 5/4 AT 12" CTRS. - 506 AT 12" CTRS. -- PUMP PIT 508 4 504 AT 12" CTRS.— \ 502 TO MATCH 518 502 TO MATCH 506 602 AT 12" CTRS. 604 AT 8" CTRS. WW. 408 AT 12" CTRS. 10 508 AT 12" CTRS. —504 AT 12" CTRS. Lr) - 502 7-0 MATCH 508 OrNOWN•01144 • w 604 AT 8" CTRS. 602 AT 12" CTRS. SECTIONAL ELEVATION OF PUMP PIT SECTION C -C 516 AT 12" CTRS. STA 110 00 C C PLAN OF PUMP PIT " 1/4 " DLI AIL -B DE TAIL - A * THERE SHAI1 BE A 2--0" LAP OF VERTICAL BARS WHERE SPLICES ARE REQUIRED AT KEYED JOINTS. MARK BAR SETS MIN. BARS LENGTH PER SL1 36-5" 32'-1" 9 7'-4" /'-4" 1 4 NO. MAX. OF SETS LENGTH 5/8 2 526 2 34 - 4(1014) C.N. 4/200 BRIDGE NIA R BILL OF BARS MARK NO. LENGTH TYPE 14 25'-41/4"AV. 124 3'-0" STR. STR. STR. 107 5/4 23 201-0" STR. 5/6 21 9`-8" STR. STR. STR. STR. 524 /0 STR. 526 8 4'-4" AV. STR. 402 2 406 2 26'-10" 7"-3" 23'-101/2" • 7 3/-3" 3 601 20 3'-6" 105 602 /2 22'-0" STR. 604 34 Ir -0" STR. BENDING DIAGR A NOTE: ALL DIMENSIONS ARE MEASURED OUT TO OUT. NOT TO SCALE. 26.50 101 26.5° 103 105 DATE FEBUAR 0 0 0 Eno 4-'; NO. lc 2 ,.... L_ 1-4 i : -- -- ----i — 1 _ _ 1111 1 I 1 ._ -1- 1 1111 s s_i , t"."1.1sAllikk (pm., __ 111 _ k41111.) IR .4- C PLAN OF PUMP PIT " 1/4 " DLI AIL -B DE TAIL - A * THERE SHAI1 BE A 2--0" LAP OF VERTICAL BARS WHERE SPLICES ARE REQUIRED AT KEYED JOINTS. MARK BAR SETS MIN. BARS LENGTH PER SL1 36-5" 32'-1" 9 7'-4" /'-4" 1 4 NO. MAX. OF SETS LENGTH 5/8 2 526 2 34 - 4(1014) C.N. 4/200 BRIDGE NIA R BILL OF BARS MARK NO. LENGTH TYPE 14 25'-41/4"AV. 124 3'-0" STR. STR. STR. 107 5/4 23 201-0" STR. 5/6 21 9`-8" STR. STR. STR. STR. 524 /0 STR. 526 8 4'-4" AV. STR. 402 2 406 2 26'-10" 7"-3" 23'-101/2" • 7 3/-3" 3 601 20 3'-6" 105 602 /2 22'-0" STR. 604 34 Ir -0" STR. BENDING DIAGR A NOTE: ALL DIMENSIONS ARE MEASURED OUT TO OUT. NOT TO SCALE. 26.50 101 26.5° 103 105 DATE FEBUAR 0 0 0 Eno 4-'; NO. lc 2 JUNCTION BOX MANHOI F MANHOI F JUNCTION BOX UD 601 SI EP 30" Cif OUT/ FT PIPE E JUNCTION BOX t r-11". \\NATI /1 DISCHARGE PIPE FLOW - UNE ELEV. 19282 /77/7, 1/i NOTES FOR ADDITIONAL NOTES SEE SHEET 110.1 OF 3. FIEI 1) BEND AND/OR CUP REINFORCING STEEL WHERE NECESSARY TO CLEAR MANHOLE AND PIPE OPENING AND TO ALLOW FOR MINIMUM CLEARANCE. THE JUNCTION BOX LID SHALL BE PRECAST. THE CAST IRON COVERS AND FRAMES SHALL BE MCKINLEY TYPE NO. NG28M AND SHALL CONFORM TO THE SPECIAL PLANS AND STANDARD SPECIFICATIONS. CONCRETE QUANTITIES REFLECT A DEDUCTION FOR THE CONCRETE PIPE AND MANHOLE COVER ONLY. USE 60/ BARS FOR STEPS AS SHOWN AT l'-4" CENTERS STARTING FROM THE TOP OF THE BOX AND EMBED 4" INTO THE CONCRETE. (---1=:- C1 CL=, t---1 1=7 7 8" 0' DISCHARGE PIPE 3 - 601 STEP – FLOW UNE ELEV. 1925.9 8"� DISCHARGE PIPE — 8" 0 DISCHARGE PIPE ELEVATION OF JUNCTION BOX PLAN OF JUNCTION BOX JUNCTION BOX LID MANHOI F ----=–=OUANTITIES FOR INFORMATION ONLY (OUMTITIES SHOWN FOR JUNCTION BOX ONLY) CLASS "476 CONCREIE REINFORCING STEEL CAST IRON GRATES AND FRAMES <11_ 17-S C= C= =cJ C= 11 L. _I'D LC= C=3 = = C7= CD *=-= c3 ci =-27 f= = = ��© `1 c 406 AT I CTRS. 401 TO MATCH 402 AND 404 Li ,..... . , MAINIF1/112•10 ?....4 el 402 AND 404 JUNCTION MANHOLE JUNCTION BOX LID BILL OF BARS BENDING DIAGRAM MARK NO. LENGTH TYPE NOTE: ALL DIMENSIONS ARE MEASURED 601 3 3'-6" 105 OUT TO OUT. NOT TO SCALE. 406 AT 12" CTRS. STR. STR. 31-011 STR. 40/ TO MATCH 402 AND 404 401 TO MATCH 402 AND 404 402 16 8'-O" 404 406 26 Ix' Step Width bur t f=:" ELEVATION OF STEPS NOT TO SCALE DETAIL OF POST PLACEMENT SCALE. 1"=P-0" Handrail Post --J 212" X 12" X 5" Handrail Post Base Plate Handrail7— pA" X O.H. for 6" Anchor Bolts. r - j - - i 11 I -+ •� �N Elevations 4111 "' z Number of Run Length .' Total I ""A"" ""8" 1'14"s(� 1 ,4"" , Ft. 212" Rises Ft. In. Ft. HANDRAIL POST BASE PLATE NOT TO SCALE 11 11 iiI 1llII1 lllll 6x6xW4xW4 (4 gage) W.W.F. 8" 1"-0," SECTION A -A NOT TO SCALE Ct 1 f c. 11 Handrail post -1 B Weld full (tYp. ) Handrail 2" X 12" Steel bar. Handrail Post 1" 0 steel bar. 5/8" X 6" anchor bolt w/hex head, hex nut and plate washer, all galvanized. 114" projection. rp„, Edge of sidewalk 1012" ELEVATION "B/I_ I 0 3'-0 Max. Spacing (typ.) Run + 2," "" • 1" (Typ.) Top of Curb 1"-0" 2" 10%2" 6x6xxW4xW4 (4 gage) W.W.F. TYPICAL STEPS SECTION (NUMBER OF RISERS VARIES) NOT TO SCALE N 1 4 B HANDRAIL POST DETAIL NOT TO SCALE Edge of sidewalk ELEVATION "A" 1" Top of curb--, 7 -Top of tread DETAIL "A" (TYPICAL FOR ALL STEPS) NOT TO SCALE N NOTES, Weld full (typ.) Handrail Post 1"❑ steel bar. Top of Curb Handrail est 1401 112" X 118" Slot Handrail 2"X1/2" Steel bar, 1441 PR 34-4 1014 212" x 12"f X 5" Handrail Post Base Plate 548" 95 X 6" anchor bolt w/hex head, hex nut and plate washer, all galvanized. 11/4" projection, SECTION B -B NOT TO SCALE All post and rail materialshall be A.S.T.M. A-36 Steel, Handrail shall be provided on both sides of the steps. Anchor bolts specified may be replaced with 548" x 6" threaded bars placed in 314" 0 holes, and grouted in place. Grout shall meet Nebraska Standard Specifications. Steel material shall be galvanized. The pedestrian rail shall be painted according to the Nebraska Standard Specifications. The color of the final coat shall be black. All concrete used shall be Class "478" with a compressive strength of 3,000 psi in 28 days and shall be paid for under the item "Class 478-3000 Concrete for Steps". The handrail shall conform to the special plan and standard specifications. The furnishing, fabrication and placement of the anchor bolts, handrail, and any miscellaneous accessories shall be subsidiary to the items for which payment is made. The 6x6xW4xW4 (4 gage) Welded Wire Fabric shall not be paid for directly, but shall be considered subsidiary to other items for which payment is made. The minimum covering, measured from the face of the concrete to any surface of the Welded Wire Fabric, shall be 2", except where shown. Note: Field verify Elevations "A" and "8" for station 5001+71. C.N. 412 SI RU RI VRE NUMUR WWI .ffl• HMG E ENGINEER Paul a ei tJ u) r" Q.UJ Igt� Q iii E- ED U o`'ri4444 it4 ceZ 420w �, a ca c► az W NED BY SLF STATE OF { Z PLAN 2C Station Elevations ""x"" "' z Number of Run Length Railing "y" Total Concrete (Cu. Yds.) ""A"" ""8" Ft. In. Ft. In. Rises Ft. In. Ft. In. Ft. In. 126+30.95 1925.83 1924.99 9 0 6 2 2 2 2 4 2 8 4 3.0 5001+71.5 1925.53 1924.28 5 0 7 2 3 1 9 5 2 10 4 2.8 — - C.N. 412 SI RU RI VRE NUMUR WWI .ffl• HMG E ENGINEER Paul a ei tJ u) r" Q.UJ Igt� Q iii E- ED U o`'ri4444 it4 ceZ 420w �, a ca c► az W NED BY SLF STATE OF { Z PLAN 2C cc ca A 2'-O" Transition -15" 0 R,C.P. • • 4'-01/8" • 8 • A - Gutter Line and Flexural Line 1/2" Expansion Joint No. 4 bars at 12" ctrs. max. (Typ.) r----15" 0 R.C.P. .2`-0" Transition Area (Typ.) /2" Expansion Joint (TYP,)- 2'-63//6" Tapered Median Topof Grate Inlet a 2'-63/16" 51- 03/8" PLAN -Gutter Line Flexural Line Concrete Pavement - No. 4 Bars at 12" ctrs, max, (Typical for all sides) > 15" 0 R.C.P. No, 4 Bars at 12" ctrs, (Typ,) 0 SECTION A -A -0" QD 8"...1(TYP,) r Gutter Line and Flexural Line Y-31/2" 1 2'-97/8' it -213/16H 55/ if 8" 55/8" TT I 15" 0 R.C.P 8" lw2343" Back of Curb 3/8" Top of Grate IT • !'-O" (Typ.) -1/2 Expansion Joint (Typ.) 0 P.C.P. No. 4 bars at 12" ctrs, max, (Typ,) * Profile Grade of Gutter Line at Flexural Line. SECTION B -B No, 4 bar- -No. 4 bar // VIEW C -C PROJECT NUMBER 34-4(1014 7 - NOTES - All concrete used shall be Class "478" with a minimum compressive strength of 3,000 psi in 28 days, and shall be paid for under the item "Class 478-3000 Concrete for Inlets and Junction Boxes". All reinforcing steel shall conform to the requirements of A.S.T.M. designation A6/5 or 4617, Grade 60, with a working stress of 24,000 psi, and shall be paid for under the item "Reinforcing Steel for Inlets and Junction Boxes". The minimum covering, measured from the face of the concrete to the surface of any reinforcing bar, shall be 2", except as shown. Field bend or clip reinforcing steel to allow for minimum clearance and to clear pipe openings. Diagonal reinforcing used around pipe openings shall not be paid for directly, but shall be considered subsidiary to other items for which payment is made, Excavation and Backfill shall not be paid for directly, but shall be considered subsidiary to other items for which payment is made. No deductions have been made in the quantities for pipe openings. Drop inlet 1/4" below paving grade at front of inlet. Scope paving back to grade 2'-0" from inlet frame. Slope median surfacing back to grade 2'-O" from rear of inlet frame. Drop inlet 1" below paving grade at gutter line. Slope paving back to grade .2'-0" from inlet frame. The 1/2" Preformed Joint Filler shall not be paid for directly, but shall be considered subsidiary to other items for which payment is made. The 1/2" Expansion Joint shall extend 1" min, below bottom of Pavement. The Cast Iron Grates and Frames shall conform to the Special Plan and the Standard Specifications. All materials removed shall become the property of the Contractor and shall be removed from the project. See sheet 3 of 3 for grate details, - QUANTITIES - (FOR ONE INLET) "X" CONCRETE (CU, YD.) r-- - \ 2'-O" 1.0 90 750 Lbs. /' 1,2 100 750 Lbs. , 1.4 110 750 Lbs. i\ I i 120 750 Lbs. t C 1.7 130 750 Lbs, 4'-6" 1.9 140 1 3 51-0" 2.1 150 750 Lbs. 51-61 2.2 • 160 750 Lbs. 6 -011 2.4 170 750 Lbs. 61-6" 2.6 /80 750 Lbs. 7'-O" / 190 750 Lbs. -No. 4 bar // VIEW C -C PROJECT NUMBER 34-4(1014 7 - NOTES - All concrete used shall be Class "478" with a minimum compressive strength of 3,000 psi in 28 days, and shall be paid for under the item "Class 478-3000 Concrete for Inlets and Junction Boxes". All reinforcing steel shall conform to the requirements of A.S.T.M. designation A6/5 or 4617, Grade 60, with a working stress of 24,000 psi, and shall be paid for under the item "Reinforcing Steel for Inlets and Junction Boxes". The minimum covering, measured from the face of the concrete to the surface of any reinforcing bar, shall be 2", except as shown. Field bend or clip reinforcing steel to allow for minimum clearance and to clear pipe openings. Diagonal reinforcing used around pipe openings shall not be paid for directly, but shall be considered subsidiary to other items for which payment is made, Excavation and Backfill shall not be paid for directly, but shall be considered subsidiary to other items for which payment is made. No deductions have been made in the quantities for pipe openings. Drop inlet 1/4" below paving grade at front of inlet. Scope paving back to grade 2'-0" from inlet frame. Slope median surfacing back to grade 2'-O" from rear of inlet frame. Drop inlet 1" below paving grade at gutter line. Slope paving back to grade .2'-0" from inlet frame. The 1/2" Preformed Joint Filler shall not be paid for directly, but shall be considered subsidiary to other items for which payment is made. The 1/2" Expansion Joint shall extend 1" min, below bottom of Pavement. The Cast Iron Grates and Frames shall conform to the Special Plan and the Standard Specifications. All materials removed shall become the property of the Contractor and shall be removed from the project. See sheet 3 of 3 for grate details, - QUANTITIES - (FOR ONE INLET) "X" CONCRETE (CU, YD.) REINFORCING STEEL (LBS.) CAST IRON GRATES AND FRAMES 2'-O" 1.0 90 750 Lbs. 2'-6" 1,2 100 750 Lbs. 3'-O" 1.4 110 750 Lbs. 3'-6" 1.5 120 750 Lbs. 4' " 1.7 130 750 Lbs, 4'-6" 1.9 140 750 Lbs. 51-0" 2.1 150 750 Lbs. 51-61 2.2 • 160 750 Lbs. 6 -011 2.4 170 750 Lbs. 61-6" 2.6 /80 750 Lbs. 7'-O" 2,8 190 750 Lbs. C.N. 41200 BRIDGE ENG ER HASTINGS UNDERPASS rsa 41' z CN4I200A.DGN W CD C1 OZI 0`-5'3A6 „ 6'_5'3� " 1t6 TRANSITION AREA 5 „ 8" 1 0"-0%6 5'93 �fi 0,6 58' 5'43 r« 1110. 8" -E GRATE INLET 12" EXPANSION JOINT Y) `t- 10 A 2'-Q" TRANSITION AREA NO, 4 BARS AT 12" CTRS. (TYPICAL) A GUTTER LINE AND Fl FXURAL UNE NO, 4 BARS AT 12" CTRS. (TYPICAL) — TRANSEITIONA AR 51 " PLAN OF GRATE INLET 6;-5,3f6 " 6/-03/6 5'3/6 9!3 '" 6 NO. 4 BARS AT 12" CTRS. (TYPICAL) 6'-5l3/fi 5'9% 4 " 2'-O" 5%, TRANSITION AREA CONCRETE PAVEMENT 12" EXPANSION JOINT NO. 4 BARS AT 12" CTRS. (TYPICAL) as cp W FLEXURAL LINE --Th, GUTTER UNE— --, �-'-- GRATE INI FT '---TOP OF GRATE INLL 1 r' -TAPERED MEDIAN 12" EXPANSION JOINT NO. 4 BARS AT 12" CTRS. (TYPICAL) NO. 4 BARS AT 12" CTRS. (TYPICAL) 8" • /'-0" NO. 4 BARS AT 12" CTRS. (TYPICAL) SECTION A -A 12" EXPANSION JOINT NO. 4 BARS AT 12" CTRS. (TYPICAL) ---NQ. 4 BARS AT 12" CTRS, (TYPICAL) Q -j WE t- - - , ,,, �--- 5 5%8„ 6'_031 „ 6'-03%/6" 5%8" 8 "" 5,-9% „ I 5'_9+3/6 „ 8„ NO. 4 BARS AT 12" CTRS. (TYPICAL) --- _-a, - --- - r 11 \y �v t I U r 1 :-.0 NO. 4 BARS AT 12" CTRS. (TYPICAL) N0. 4 BAR ELEVATION OF GRATE INLET BACK OF CURB -- TOP OF GRATE — 12" EXPANSION JOINT 10 N NO, 4 BARS AT 12" CTRS. PROJECT NUMBER 34 - 4 (1014) /8 NOTES ALL CONCRETE USED SHALL BE CLASS '478" WITH A COMPRESSIVE STRENGTH OF 3,000 P.SJ. IN 28 DAYS, AND SHALL BE PAID FOR UNDER THE ITEM 'CLASS 478 - 3000 CONCRETE FOR INLETS AND JUNCTION BOXES`. Al 1 REINFORCING STEEL SHALL CONFORM TO THE REQUIREMENTS OF AS.T.M. DESIGNATION A6/5 OR A617, GRADE 60; WITH A WORKING STRESS OF 24,000 P.S.I. AND SHALL 8E PAID FOR UNDER THE ITEM `REINFORCING STEEL FOR INI FTS AND JUNCTION BOXES. THE MINIMUM COVERING, MEASURED FROM THE FACE OF THE CONCRL I E TO THE SURFACE OF ANY REINFORCING BAR, SHAIJ BE 2", EXCEPT AS SHOWN. FIELD BEND OR CLIP REINFORCING STEEL TO ALLOW FOR MINIMUM CLEARANCE AND TO CLEAR PIPE OPENING. DIAGONAL REINFORCING USED AROUND PIPE OPENINGS SHALL NOT BE PAID FOR DIRECTLY BUT SHOULD BE CONSIDERED SUBSIDIARY TO OTHER ITEMS FOR WHICH PAYMENT IS MADE. EXCAVATION AND BACKFILL SHALL NOT BE PAID FOR DIRECTLY, BUT SHALL BE CONSIDERED SUSIDIARY TO OTHER ITEMS FOR WHICH PAYMENT IS MADE. NO DEDUCTIONS HAVE BEEN MADE IN QUANTITIES FOR PIPE OPEN/NGS. DROP INI FT 14" BELOW PAVING GRADE AT FRONT OF INLET, SLOPE PAVING BACK TO GRADE 2'-O" FROM INLET FRAME. THE 12" PREFORMED JOINT Fil I FR SHAI 1 NOT BE PAID FOR DIRECTLY BUT SHALL 8E CONSIDERED SUBSIDIARY TO OTHER ITEMS FOR WHICH PAYMENT IS MADE. THE 12" EXPANSION JOINT SHALL EXTEND I" MINIMUM BELOW BOTTOM OF PAVEMENT. THE CAST IRON GRATES AND FRAMES SHALL CONFORM TO THE SPECIAL PLAN AND THE STANDARD SPECIFICATIONS. All MATERIALS REMOVED SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHAT I BE REMOVED FROM THE PROJECT. DROP INLET I" BELOW PAVING GRADE AT GUTTER UNE. SLOPE PAVING BACK TO GRADE 21-0" FROM INLET FRAME. SLOPE MEDIAN SURFACING BACK TO GRADE 2'-0" FROM REAR OF INLET FRAME. SEE SHEET 3 QF 3 FOR GRATE DETAILS. QUANTITIES (QUANTITIES FOR ONE INLET) CLASS 47B - 3000 CONCRETE FOR INLETS AND JUNCTION BOXES REINFORCING STEEL FOR INLETS AND JUNCTION BOXES CAST IRON GRATES AND FRAMES -- GUTTER LINE AND FLEXURAL UNE 3'-312 " 2'-414" 55� 1"-1112" 18" 1 /'- I'-8/6 2/8" 218`; NO. 4 BARS AT 12" CTRS, (TYPICAL) 1 PROFILE GRADE OF GUTTER LINE AT FI FXURAL UNE 12" EXPANSION JOINT NO. 4 BARS AT 12" CTRS. SECTION B-8 NO. 4 BARS AT 12" CTRS. 3.1 CU. YDS. 235 POUNDS 2,250 POUNDS C.N. STRUCTURE BRIDGE ENGINEER a STA. 7013 67 co .41-o" 11/2" 2716" Sym. About This Line. PLAN OF FRAME 7 11-71/2" 41/811 4'-0,, SECTION A -A 11-103/8" • 13/81 PLAN OF GRATE 1' ---103/8" 578" 578" 1" 57/8 -I 13/8" 1" SECTION C -C 2" CN SECTION B -B Ik- t 2" ci t--. 1 QD X Q) ci IN. SECTION D -D One Grate Removed 440WA40,10t- 004:014444e* Nomixow se.* Ail*„ NM •• i:;$r 401**Siiii* 44**$ • ISOMETRIC VIEW TOTAL WEIGHT FOR ONE GRATE AND FRAME ASSEMBLY = 750 LBS. - NOTES - PROJECT NUMBER 34-4(1014) Grate and Frame shall be manufactured of Grey Iron and shall be of uniform quality, free from blow holes, porosity, hard spots, shrinkage defects, cracks or other injurious defects. They shall be smooth and well cleaned by shot blasting and unless otherwise specified, shall be coated with Coal Tar Pitch Varnish of specification which will make a smooth coating, tough and tenacious when cold, not tacky and not brittle. Material used in the manufacture of the casting shall conform to A.S.T.M. specifications A48 Class 30 Iron or United States Government Specifications 00/-652 for Grey Iron. All Castings are to be manufactured true to pattern and with satisfactory fit of component parts. All weights as given are approximate and average variation will not exceed specified weight limit in accordance with A.S.T.M. Standards. C. N. 41200 STRUCTURE NU 3C. ;41 Al .. i 0 1/2 li FLEXURAL. — ci ---,-----. --- N 1 1 LINE i 1 — c\i 1 PLAN OF FRAME 7 11-71/2" 41/811 4'-0,, SECTION A -A 11-103/8" • 13/81 PLAN OF GRATE 1' ---103/8" 578" 578" 1" 57/8 -I 13/8" 1" SECTION C -C 2" CN SECTION B -B Ik- t 2" ci t--. 1 QD X Q) ci IN. SECTION D -D One Grate Removed 440WA40,10t- 004:014444e* Nomixow se.* Ail*„ NM •• i:;$r 401**Siiii* 44**$ • ISOMETRIC VIEW TOTAL WEIGHT FOR ONE GRATE AND FRAME ASSEMBLY = 750 LBS. - NOTES - PROJECT NUMBER 34-4(1014) Grate and Frame shall be manufactured of Grey Iron and shall be of uniform quality, free from blow holes, porosity, hard spots, shrinkage defects, cracks or other injurious defects. They shall be smooth and well cleaned by shot blasting and unless otherwise specified, shall be coated with Coal Tar Pitch Varnish of specification which will make a smooth coating, tough and tenacious when cold, not tacky and not brittle. Material used in the manufacture of the casting shall conform to A.S.T.M. specifications A48 Class 30 Iron or United States Government Specifications 00/-652 for Grey Iron. All Castings are to be manufactured true to pattern and with satisfactory fit of component parts. All weights as given are approximate and average variation will not exceed specified weight limit in accordance with A.S.T.M. Standards. C. N. 41200 STRUCTURE NU 3C. ;41 CN41200B.DGN CD 11 11 x CO • Q 8" (TYP.) PLAN NOT TO SCALE D D • a • • 8" "Y 11 I 8" SECTION B -B (PIPE SHOWN FOR EXAMPLE OF DIAGONAL REINFORCING PLACEMENT ONLY) NOT TO SCALE tr TYPE "A" GRATE TYPE "B" GRATE TYPE "C" GRATE TYPE "D" GRATE DETAIL "A" TYPE "E" GRATE TYPE "F" GRATE SEE DETAIL "A" • • b • b b b 8" 8" SECTION A -A SEE DETAIL "A" (PIPE SHOWN FOR EXAMPLE OF DIAGONAL REINFORCING PLACEMENT ONLY) NOT TO SCALE - INLET INFORMATION - - DIMENSIONS - - QUANTITIES - Station "X""Y"YI Grate Type Concrete (Cu Yd.) Reinforcing Steel (Lbs.) Cast Iron Grates and Frames (Lbs.) 128+43 55,5 Rt. 3s-0" l'-81/46' 3'-81/46" "D" 1.4 1.2 1.0 50 555 7003+50 22' Lt. 2'-5"-"l'-81/46 3'-81/16" "D" 45 555 7003+50 22' Rt. 2'-0".— P-81/46 3'-81/6" "0" 35 555 7003+85.84 22' Rt. 2'-0" 1' -8%16" 1'-8'16" 3'-81/16" 3'-8116"` "0" "0" "D" 1.0 35 555 7004+08 _---- 2`-8" 1.3 L2 45 555 7004+08 Rt. 2`-5" P-81/16 ' 3'-8116" 45 555 7005+32 24' Rt. 2'-0" 1'-81/16" 7'-2116" "0" 1.6 55 1,110 NOTES: All concrete used shall be paid for under the item "Class 478-3000 Concrete for Inlets and Junction Boxes". All reinforcing steel used shall be paid for under the item "Reinforcing Steel for Inlets and Junction Boxes", All concrete used shall be Class "47B" with a minimum compressive strength of 3,000 psi in 28 days. All reinforcing steel shall conform to the requirements of A.S.T.M. designation A615 or A617, Grade 60, with a working stress of 24,000 psi. All reinforcing steel shall be No. 4 bars at 12" centers unless otherwise noted. The minimum covering, measured from the face of the concrete to the surface of any reinforcing bar, shall be 2", except as shown. Field bend or clip reinforcing steel to allow for minimum clearance and to clear pipe openings. No deductions have been made in the quantities for pipe openings. Excavation and backfill shall not be paid for directly, but shall be considered subsidiary to other items for which payment is made. Diagonal reinforcing bars shall not be paid for directly, but shall be considered subsidiary to other items which payment is made. See sheet 2 of 2 for grate details. * Use two of the designated grates side by side at this station. C 1110.1.101 L BRIDGE CN41200B.DGN 032" 3/4" x 2" bars at 115/16" centers 1'732„ 3" 31 _0,1 3,1 SECTION A -A 3'-6" B L yr CO A 2" 3" PLAN M Y GRATE TYPE "A" CLEAR OPENING 5.4 SQ. FT. WEIGHT CAST IRON 745 LBS. 9'/32" 7 n 173211 Y 2_ 11 .2..cp) SECTION 8-8 3'-8/i6" y.c 2" 11 SECTION G -G 4`-2/16" IeL H R"�l .rt FLOW R R 1 p R 1 H PLAN GRATE TYPE "0" CLEAR ,OPENING 3.6 SQ. FT. WEIGHT CAST IRON 555 LBS. 03 a x (N cu 1/46"). 3/4,1 78„ Top N /161 r SECTION L -L /16" 115/1617 ,15/16" /16" 3„ 1 A SECTION M -M F4 3" SECTION N -N C) 3" SECTION H -H 0 U - C } 15 11 3/4" x 2" bars at 115/16" centers 5/811 311 3' -6" 311 SECTION C -C 41-0" D —E— t Lf 9- ,-- Top SECTION P -P /16" 2" 3" SECTION R -R D • 17/8„ 0I 2" 3" PLAN GRATE TYPE "8" CLEAR OPENING 7.4 SQ. FT. WEIGHT CAST IRON 990 LBS. 1/8,1 "x21/4" bars at 21/4" ctrs. 3" L-)InwuNri ..K 2'_0" Htdr,r, If SECTION J -J 2'-6" 1" TOMWM VIIMOIMP S j PLAN GRATE TYPE "E" CLEAR OPENING 2.3 SO. FT. WEIGHT CAST IRON 265 LBS. Y «o 11 co Y SECTION D -D SECTION S -S 1-0 1 11 ,-- Top SECTION T -T 1 1/2" 1" x 2" bars @ 2/4" ctrs. 0 Y E U- 2'-6" SECTION E -E 31-0" N VammWeir 11110000. C MINISOM } A CO E 11 F PLAN /8" x 2" bars at 21/8" ctrs. M A PR 4-4(1014) 31 GRATE TYPE "C" CLEAR OPENING 5.5 SO. FT, WEIGHT CAST IRON 875 LBS. 3" LfiHH11EHE`° 11 _6„ SECTION K -K} 2'-0" 1011 1" .111101.111, T T j PLAN GRATE TYPE "F" CLEAR OPENING 1.4 SQ. FT. WEIGHT CAST IRON 155 LBS. SECTION F -F Top SECTION 0-0 C.N. 412( BRIDGE ENGINEER LOCATION HASTINGS UNDERPASS GRATES FOR INLETS DATE MARCH 0 1 g 144 Cd CZ CI LIJ • • OCI Omit r.4 Eami 34-4(1014) / *Manhole Cover Footing Footing All concrete used shall be Class "478" with a compressive strength of 3,000 psi in 28 days and shall be paid for under the item "Class 478-3000 Concrete, All reinforcing steel shall conform to the requirements of A.S.T.M. designation A615 or A617, Grade 60, with a working stress of 24,000 psi. All concrete surfaces to be in contact with the new work shall be thoroughly cleaned before placing new concrete. The minimum covering, measured from the face of the concrete to the surface of any reinforcing bar, shall be 2", except as shown. Before ordering any materials, the Contractor shall make a detailed field inspection of the existing structure verifying all dimensions and reporting to the Engineer any discrepancies between his measurements and those shown on these plans. All materials removed shall become the property of the Contractor and shall be removed from the project. *Neenah R -5900-E or an approved equal. The weight of cast iron frame and solid lid is equal to 145 pounds. The manhole cover shall be placed flush with the top surface of the sidewalk. The furnishing and placing of the frames, lids and accessories shall not be paid for directly, but shall be considered subsidiary to other items for which payment is made. Excavation and backfill shall not be paid for directly, but shall be considered subsidiary to other items for which payment will be made. SECTION A -A SCALE: 1" = 5- 0 4 bars 2 ctrs. 3' QUANTITIES. Manhole 1 Each QUANTITIES FOR INFORMATION ONLY. Class 478-3000 Concrete 0.4 Cu. Yds. Reinforcing Steel 40 Lbs. 5 -No, 4 bars @9" ctrs,, o -., 141 o , 1 . o a 1%2. Prc-rormed Ezp• .l oiniL filler oerweem ard_._Pcve,nenf GENERAL PLAN I t, -2 G L N Cash 1r©n Curb ..i/e71 r 1 1 -r -r -, -t- — -t -t- ..,- _. r s ELEVATION C Tr - 1S. "X" CONCRETE REINF. STEEL t - LBS. CURB INLET 1'-6" r 106 '-0" ' 0.9 - ' 2'-6" 1.1 147 1I 1 I Ii li 1-I 1.2 167 I I II r r j L7 1 -- •••• 1 I I 1 I I •••••• 0011.1. -- i— ••••••• ••••••••__•' _l..1 ._ _ . _ _...... _ ... — — 1 —i ..t. OM. — -- —� — — — -,- - J- •1 f -1 srAr 4'-6" 1.7 228 lI II r r ',,j 1 ..........4.,:: • I 0 I 1 -/ % I i[ vz "Pr-e-{ormed Exp. Jo:'n f Fii'/ wide' Lefwect, Elie li r r r r f • r t3" concre-e and Dranle. [ = r r r ••^ • • •. 1 ^ r.,- 4 A • i Pr .r r I 1 1 j i 1 I 11 e. r vn 1 l �dll-79 .7lll ."I1.IlIL�IIIIIIIIf'..�� I.,' 1'.>1'II�IJIIIf-fllf,- • 4.'W✓ ,_,/ ' i ' w f J j .,7-„,.,---...-„,-,---.----..--,-.>1..'I�IJr'II�I�i�4/Iljfl,,'-_,7,7.T.,"..-,-'I11'lllll('_Ti}�.11/Cllr%l,,,,,2t'J4 ,,-./�//.��r GENERAL PLAN I t, -2 G L N Cash 1r©n Curb ..i/e71 r 1 1 -r -r -, -t- — -t -t- ..,- _. r s ELEVATION C Tr - 1S. PLAN N 7k [31 31 -8 - D SECTION C -C 100 • 1 • 1 • M /2 M 5 /O''i SECTION B- 8 [3y1 /'-B DETAIL OF CAST IRON FRAME AND GRATE 1/2 Preformed Exp. Jorn l Fil/er .3" wide between -Me cone re'/e and prairie. - /5" k'. C. P. 3i-5 %a SECTION D -D ,'. q" -. .J . .•... l 2 -Z %'0 t• 5/4" 11 1 k 1 3J . to 91fi~• '__ 6 STATE PROJECT NUMBER 0. NEBR. 34-4(1014) 23` REVISIONS __----- -_.1 —t 1 1 1 1 1 PLAN P5,, u.. ",5 r 8" Anchor 4501/ • ft 1-7". N /'z2 SECTION A -A 1 1 1 1 1,Ij 1 1 1 1 1 --- 1 8.eiI1 ELEVATION t i r1--- • 1 I 11 1 I 1 t. 4......---- r; 1 1 1 1 1 1 DETAIL OF CAST IRON CURB INLET NOTES All concrete used shall be Class "478" with a compressive strength of 3,000 psi in 28 days. All concrete used shall be paid for under the item "Class 478-3000 Concrete for Inlets". All reinforcing steel shall conform to the requirements of A. S T. M. designation A615 or A617, Grade 60, with a working stress of 24,000 psi. The minimum covering, measured from the face of the concrete to the surface of any reinforcing bar, shall be 2", except as shown. All reinforcing steel shall be No. 4 bars at approximately 6" centers. Field bend or clip reinforcing steel to allow for minimum clearance. No deductions have been made in the quantities for pipe openings. The 3/4" 0 x 8" anchor bolts shall be considered subsidiary to other items for which payment will be made. QUANTITIES (FOR BASIN CURB INLET) "X" CONCRETE REINF. STEEL D CU. YDS. LBS. CURB INLET 1'-6" 0.7 106 '-0" ' 0.9 - ' 2'-6" 1.1 147 1I 1 I Ii li 1-I 1.2 167 I II II li II l 1.6 207 4'-6" 1.7 228 lI II ii II 1 I lI 1 I 1 I i[ II li lI 1 [ 1 f l I 1 f 11 11 11 1 PLAN N 7k [31 31 -8 - D SECTION C -C 100 • 1 • 1 • M /2 M 5 /O''i SECTION B- 8 [3y1 /'-B DETAIL OF CAST IRON FRAME AND GRATE 1/2 Preformed Exp. Jorn l Fil/er .3" wide between -Me cone re'/e and prairie. - /5" k'. C. P. 3i-5 %a SECTION D -D ,'. q" -. .J . .•... l 2 -Z %'0 t• 5/4" 11 1 k 1 3J . to 91fi~• '__ 6 STATE PROJECT NUMBER 0. NEBR. 34-4(1014) 23` REVISIONS __----- -_.1 —t 1 1 1 1 1 PLAN P5,, u.. ",5 r 8" Anchor 4501/ • ft 1-7". N /'z2 SECTION A -A 1 1 1 1 1,Ij 1 1 1 1 1 --- 1 8.eiI1 ELEVATION t i r1--- • 1 I 11 1 I 1 t. 4......---- r; 1 1 1 1 1 1 DETAIL OF CAST IRON CURB INLET NOTES All concrete used shall be Class "478" with a compressive strength of 3,000 psi in 28 days. All concrete used shall be paid for under the item "Class 478-3000 Concrete for Inlets". All reinforcing steel shall conform to the requirements of A. S T. M. designation A615 or A617, Grade 60, with a working stress of 24,000 psi. The minimum covering, measured from the face of the concrete to the surface of any reinforcing bar, shall be 2", except as shown. All reinforcing steel shall be No. 4 bars at approximately 6" centers. Field bend or clip reinforcing steel to allow for minimum clearance. No deductions have been made in the quantities for pipe openings. The 3/4" 0 x 8" anchor bolts shall be considered subsidiary to other items for which payment will be made. QUANTITIES (FOR BASIN CURB INLET) "X" CONCRETE REINF. STEEL CAST IRON CU. YDS. LBS. CURB INLET 1'-6" 0.7 106 '-0" ' 0.9 126 2'-6" 1.1 147 950 3'-0" 1.2 167 LBS. 3'-6" 1.4 187 4'-0" 1.6 207 4'-6" 1.7 228 DEPARTMENT OF ROADS BRIDGE DIVISION STATE ROAD HASTINGS UNDERPASS HWY. NO. US -34 REF. POST -- COUNTY ADAMS SKEW - - DESIGN HS20-44 ROADWAY --- STA. VARIES SPECIAL CURB INLET DESIGNED BY DEPT. DETAILED BY DEPT. BRIDGE ENGINEER CHECKED BY 0.0.B. DATE MAR. /995 PROJECT NUMBER 34-4(1014) SPECIAL PLAN N ... - ..... CROSSWALK CROSSWALK TYPE M RAMP LOCATION POINT GUTTER 'UNE ALL RAMP FLARES ARE BROOMED CROSSWALK 30" RAMP LENGTH WITH 2" RISE A 10:X MAX. SLOPE SIDEWALK 3" CONC. UP CURB (SEE DETAIL) /7/7/777/////1 OBSTACLE 4' RAMP LENGTH WITH 3" RISE B--ort-1 TYPICAL CURB RAMP DETAIL TYPE IL TYPE VI TYPE VI' CURB RAMPS TYPE BM VC11" BROOMED SURFACE TINED SURFACE TINED SURFACE TINED SURFACE RAMP FLARE 6` MIN. (5" RISE) SIDEWALK RAMP WING (6"/FT. SLOPE) msmisummik MAX SLOPE JOINT SEALING FILLER (HOT POURED TYPE) I" PREFORMED EXPANSION JOINT FII I FR TOP OF CURB I" LIP CURB (/"/FT. SLOPE) CURB RAMP RISE " RAMP 1 RAMP 2 TYPE 7 3" VAR. N/A 4' 3" 5' 4' 4' TY PE 3L1 TYPE Ifil. 5" 5' 6' 6' SECTION A -A SECTION B -B SECTION C -C TYPICAL RAMP CROSS SECTION TYPICAL RAMP PROFILE TYPICAL RAMP CROSS SECTION NOTES The normal gutter Ilne porflle shall be maThtained through the area of the curb ramp. The surface of ALL curb ramps shall be tined transversely to the slope of the curb romp. The tlnes shall produce grooves approximately 18 Inch wide and 346 Inch deep on I/2 Inch centers. ALL flares and wings shall be broomed. Care shall be taken to assure c uniform grade on tie curb ramp, free of sags and short grade changes. The ramp flares shall be constructed with a 10% slope at right angles to the slope of the curb ramp,Tyms fl 1:11& l. The slope of sidewalks approaching curb ramps (or their flares) shall be flat enough to provide recovery areas for wheelchairs entering or exiting tte ramps. The work of constructing these ramps shall be measured and paid for as a part of the work for "Concrete Sidewalks" or "Concrete Median Surfacing".Tte work of modification of new or existing curb will NOT be paid for directly, but will be considered subsidiary to other items of work for which direct' payment Is made. Maximum percent of slopes ore relative to the slope of the adjacent sidewalk. * Indicates 0.02'/FT. Slope towards street. 1"/FT. SLOPE FLOW LINE OF GUTTER INDICATES 1" EXPANSION JOINT NOTE: COMBINATION CONCRETE CURB AND GUTTER MAY BE REMOVED AND REPLACED IN UEU OF MILUNG. 55 MPH WALL THICKNESS SCHEDUL- CYL, NO. THICKNESS 1 1.85 2 1.385 3 1.385 4 1.2 5 1.1 8 .4 PLAN (55 MPH ) POLYVINYL COVER MITH RETAINER BUNGEES--• . ELEVATIO 0 o a 3")(3.X3/8° GALV. ANGLE I'- 3 4' 4' & 4" 3 f ANAGEM=NT BLVD. RONKONKOMA, NY. 11779 350 NOT I C E THIS CO W1NG NAS BON PEO 06 AN INSTALMENT OF SEW ICE. ROADNAT SAFETY 9ERvtCE, PC. EEIIERv€S 'Of RIGHT TO C}NMNBETHESE DOCUMENTS WITHOUT NOTICE AMY SUCH CHANGES TO TARE EFFECT IMMEDIATELY. USE Cf , DAWES TO, POO OR DEVIATION FROM ANY PART OF DRS CRANING IS PREKIBIT ELI wITHOUT PRIOR EXPRESSED NRITTEN AUTHORIZATION FROM OFFICERS OF ROADWAY SAFETY SERvICE,1NC_ T1ESECOCOMENTg REMtESENT N0 waraWTIEs EYPFESSED OR IMPLIED. SCAM 504" 0 1'-011 1MUE DATE 8 JUNE 1995 LOC NE, 0 00 C 2 0 0 0 3')(3'X1/4" GALV. ANGLE 3'X3"X3/8' GALV. ANGLE o o 0 9'-0" 0 0 0 -� -C' �..--- 10' ION 0= SAILING (55 MP REACI v1©V 80 REMINGTON \TLV f ANAGEM=NT BLVD. RONKONKOMA, NY. 11779 350 NOT I C E THIS CO W1NG NAS BON PEO 06 AN INSTALMENT OF SEW ICE. ROADNAT SAFETY 9ERvtCE, PC. EEIIERv€S 'Of RIGHT TO C}NMNBETHESE DOCUMENTS WITHOUT NOTICE AMY SUCH CHANGES TO TARE EFFECT IMMEDIATELY. USE Cf , DAWES TO, POO OR DEVIATION FROM ANY PART OF DRS CRANING IS PREKIBIT ELI wITHOUT PRIOR EXPRESSED NRITTEN AUTHORIZATION FROM OFFICERS OF ROADWAY SAFETY SERvICE,1NC_ T1ESECOCOMENTg REMtESENT N0 waraWTIEs EYPFESSED OR IMPLIED. SCAM 504" 0 1'-011 1MUE DATE 8 JUNE 1995 LOC NE, DRAFTED Ur J & M FERRAR© REVISED b. R. R. KELLER / ELN C 2 1 34-4(1014) C.N. 41200 CYLINDER 9 INDUSTRIAL TYPE CLOSED SWAGE SOCKET FRONT WIRE ROPE ANCHOR (FOUR WIRED FRONT OF TOP PLATE SHALL BE WELDED FLUSH WITH 6' PIPE. TOP PLATE DETAIL WHOLES TYPICAL LOCATIONS SYMMETRICAL CONCRETE MEDIAN BARRIER TOP PLATE t t 6 6 !!5 6 ** 6.25. STEEL CORE WIRE ROPE WITH FITTINGS ATTACHED PER SPECIFICATION. (FOUR REQUIRED) FIXED OBJECT • 6' PIPE TO BE WELDED FLUSH WITH FRONT EDGE OF BASE PLATE SKID ROLL THREADED STUD ASSEMBLY INDUSTRIAL TYPE. REAR WIRE ROPES CHOPS (FOUR REQUIRED) 6' PIPE LEVEL 2 & 55 MPH COMPLETE PENETRATION BOTH SIDES, FULL LENGT 8' PIPE 10' PIPE 27' BACKUP ASSEMBLY 27' ' 5-1/4' 5-1/4' 5-1/4' DIMENSIONS ARE FROM BOTTOM OF PIPE TO CENTERLINE OF 2' PIP INDUSTRIAL TYPE CLOSED SWAGE SOCKET FRONT WIRE ROPE ANCHOR (FOUR REOVIREO) 3-5/8' L._2.062' SEI 6' PIPE FLUSH WITH EEE. 13- /16' 1- /2' 4 <TYP ALL PIPES DIMENSIONS ARE FROM BOTTOM OF PIPE TO CENTERLINE OF 2' PIPE. DRILL HOLES FOR.' BOLTS ANC WELD HEADS A MINIMUM N, OF 75% AROUND. - Oi' 6.25. STEEL COPt7 Wjf. ROPE WITH Fl!-T!NS ATTACHED T'EE SPECIFICATION. YOUR REQUIRED) BASEPLATE BOLT HOLE DETAIL ALL HOLES ARE i" OIA. THRU - 2' SCH 40 STEEL PIPE THREADED STUD ASSEMBLY MUSTRIAL TYPE REAR WIRE ROPES ANCHORS (FOUR REQUIRED) 01-1/4' SECTION H - H LEVEL 3 8' BACKUP PIPE 10' BACKUP PIPE 4 TYP 1/2 7 3 f f 4' ,' 3' 1' 01 TYP, $' 2-1/2' NOTEt DRILL COTTER PIN HOLE 1N FRONT ANCHOR PIN TO PRODUCE SNUG FIT IN FRONT ANCHOR PLATE. 2' 13' 17' 4' 4' FONT ANCHOR 'D_A T RIG -IT SIDE DETAIL_ FRONT ANCHOR PLAT LEVEL 3 LEFT SIDE =TA L 13' 8' 4' 01 TYP. _r NOTE' DRILL COTTER PIN HOLE IN FRONT ANCHOR PIN TO PRODUCE A SNUG FIT IN PONTFANCHOR PLATE. 2' 13' 01,' 17' 4' 2-1/2• 2' 1 2.' 4' FRONT ANCHOZ PLATE DETAI LEVEL 2 & 55 MPH RIGHT SIDE (1) CONT ANC CH P-AT LEVEL 2 & 55 MP LEFT SIDE -1 PROJECT Ni SHEET 34-4(1014) C.N. 41200 027 TYP. UTANAGEMENT REMINGTON BLVD. RONKONKOMA, NY.11779 =ACI 350 Mc 4-3/ NOTICE m w w. � srt, tx ree.�svtilfc�+e�t... ►���t1 rw r+e 'CAM I* r NEIt• A 4 Y,11941 LO OCOUD10 JOHN F. CARNEY IIT. PH. D P.E. sewn= w. J & M FERRARO Nam= to R.R. KELLER / ELN 4 Or 66 3-1/ -J E I 1 4-3/ ,' .,r_ 8' 4' 01 TYP. _r NOTE' DRILL COTTER PIN HOLE IN FRONT ANCHOR PIN TO PRODUCE A SNUG FIT IN PONTFANCHOR PLATE. 2' 13' 01,' 17' 4' 2-1/2• 2' 1 2.' 4' FRONT ANCHOZ PLATE DETAI LEVEL 2 & 55 MPH RIGHT SIDE (1) CONT ANC CH P-AT LEVEL 2 & 55 MP LEFT SIDE -1 PROJECT Ni SHEET 34-4(1014) C.N. 41200 027 ECIll SHEET 3 OF 4 PL. \10MENTUM 80 UTANAGEMENT REMINGTON BLVD. RONKONKOMA, NY.11779 =ACI 350 Mc arnx. NOTICE m w w. � srt, tx ree.�svtilfc�+e�t... ►���t1 rw r+e 'CAM I* r NEIt• A 4 Y,11941 LO OCOUD10 JOHN F. CARNEY IIT. PH. D P.E. sewn= w. J & M FERRARO Nam= to R.R. KELLER / ELN 4 ECIll SHEET 3 OF 4 PL. GENERAL NOTES DESIGN CRITERIA* 1. DESIGN IS BASED ON THE ASSUMPTION THAT THE SELECT BACKFILL MATERIAL WITHIN THE REINFORCED VOLUME, METHODS OF CONSTRUCTION AND QUALITY OF PREFABRICATED MATERIALS SHALL CONFORM TO THE CONTRACTING AGENCY'S TECHNICAL SPECIFICATIONS FOR PYRAMID MODULAR BLOCK RETAINING WALLS. 2. SOILS CHARACTERISTICS ASSUMED FOR DESIGN: GRANULAR MATERIAL 0 = 34 degrees, c = 0 p.s.f., ' = 125 p.c.f. GRADATION SIEVE SIZE % RETAINED 4 inch 0 3 inch 0-25 n o..200 85-100 RANDOM BACKFILL 0 = 23 degrees, c = 575 p. s. f., = 110 p.c.f. FOUNDATION MATERIAL 0 = 16 degrees, c = 625 p.s.f., = 112 p.c.f. MODULAR BLOCK/DRAINAGE FILL/GRAVEL GRADATION SIEVE SIZE 1 inch 3/4 inch N0. 4 NO. 200 % PASSING 100 75-100 0-30 0-5 IF THE ACTUAL CHARACTERISTICS OF THE SOIL MATERIALS DIFFER SIGNIFICANTLY FROM THOSE ABOVE, THE REINFORCED EARTH COMPANY SHOULD BE NOTIFIED PRIOR TO CONSTRUCTION TO EVALUATE THE NEED FOR REDESIGN OF THE WALL. 3. THE MAXIMUM APPLIED BEARING PRESSURE AT THE FOUNDATION LEVEL IS AS SHOWN ON THE WALL ELEVATIONS FOR EACH DESIGN CASE. IT IS THE RESPONSIBILITY OF THE ENGINEER TO DETERMINE THAT THIS APPLIED BEARING PRESSURE IS ALLOWABLE FOR THAT LOCATION. 4. ANY UNSUITABLE FOUNDATION MATERIAL BELOW THE REINFORCED VOLUME, AS DETERMINED BY THE ENGINEER, SHALL BE EXCAVATED AND REPLACED WITH SUITABLE MATERIAL OR OTHERWISE STABILIZED AS DIRECTED BY THE ENGINEER. 5. LADDER REINFORCING STRIPS FOR PYRAMID WALLS SHALL BE SHOP FABRICATED OF COLD DRAWN STEEL WIRE CONFORMING TO THE PHYSICAL AND MECHANICAL PROPERTIES OF ASTM A-82, AND WELDED INTO THE FINISHED STRIP CONFIGURATION IN ACCORDANCE WITH ASTM A-185. GALVANIZATION SHALL CONFORM TO THE MINIMUM REQUIREMENTS OF ASTM A-123. WALL CONSTRUCTION 6. FOR LOCATION AND ALIGNMENT OF PYRAMID WALLS SEE PLAN. 7. IF MANHOLES AND DROP INLETS ARE PRESENT, THEY SHALL BE LOCATED AS SHOWN ON THE WALL ELEVATIONS. 7a. AT THE END OF EACH DAY'S WORK BACKFILL SHALL BE GRADED TO SLOPE AWAY FROM WALL FACE IN ORDER TO DIVERT WATER RUNOFF FROM THE STRUCTURE AREA. OTHER MEASURES SHALL BE EMPLOYED, IF NECESSARY, TO DIVERT WATER RUNOFF AWAY FROM THE STRUCTURE AREA. This drawing contains information proprietary to The Reinforced Earth Company. and is being furnished for the use of THE NEBRASKA DEPARTMENT OF ROADS only in connection with this project, and the information contained is not to be transmitted to any other organization unless specifically authorized in writing by The Reinforced Earth Company. The Reinforced Earth Company is exclusive licensee in the United States under potents issued to Henri Vidal, and the furnishing of this drawing does not constitute an expressed or implied license under the Vidal patents. r � DTM MODULAR BLOCK RETAINING WALL SYSTEM ENGINEERED BY: THE REINFORCED EARTH COMPANY 8614 WESTWOOD CENTER DRIVE, SUITE 1100, VIENNA, VIRGINIA 22182 - (703) 821-1175 4041040 ••••• relNorced earth WALL CONSTRUCTION (CONT.) 8. BACKFILL MATERIAL SHALL BE COMPACTED IN ACCORDANCE WITH THE SPECIFICATIONS FOR PYRAMID WALLS TO A LEVEL OF 2" (±) ABOVE THE CONNECTION ELEVATION. INSTALLATION OF LADDER REINFORCING STRIPS SHALL BE PERMITTED ONLY AFTER PLACEMENT AND COMPACTION OF THE BACKFILL MATERIAL HAS REACHED THE REQUIRED LEVEL. COMPACTION AND OPERATION EQUIPMENT SHALL BE KEPT A MINIMUM DISTANCE OF 3'-0 FROM THE BACK FACE OF THE MODULAR BLOCK UNITS. COMPACTION WITHIN 3'—O" OF THE BLOCK UNITS SHALL BE ACHIEVED WITH AT LEAST THREE (3) PASSES OF A LIGHTWEIGHT MECHANICAL TAMPER, ROLLER OR VIBRATORY SYSTEM. 10. IF STRUCTURES IN EXCESS OF 12' IN HEIGHT OCCUR, THE FINISHED GRADE IN FRONT OF THE WALL SHALL BE PLP.CED AND COMPACTED BEFORE WALL CONSTRUCTION EXCEEDS A HEIGHT OF 12'. 11. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE LOCATION OF ANY GUARDRAIL POSTS WITHIN THE REINFORCED VOLUME. PRIOR TO PLACEMENT OF THE TOP LAYER OF REINFORCEMENTS, INDIVIDUAL LADDER STRIPS MAY BE SYSTEMATICALLY SHIFTED TO AVOID THE POST LOCATIONS IF AUTHORIZED BY THE REINFORCED EARTH COMPANY. ANY DAMAGE DONE TO THE LADDER REINFORCING STRIPS DUE TO INSTALLATION OF GUARDRAIL POSTS SHALL BE REPAIRED BY THE CONTRACTOR AT THE CONTRACTOR'S EXPENSE. 12. IF EXISTING OR FUTURE STRUCTURES, PIPES, FOUNDATIONS OR GUARDRAIL POSTS WHICH ARE WITHIN THE REINFORCED VOLUME INTERFERE WITH THE NORMAL PLACEMENT OF LADDER REINFORCING STRIPS AND SPECIFIC DIRECTION HAS NOT BEEN PROVIDED ON THE PLANS, THE CONTRACTOR SHALL NOTIFY THE REINFORCED EARTH COMPANY TO DETERMINE WHAT COURSE OF ACTION SHOULD BE TAKEN. 13. ALL DETAILING AND CHECKING OF REINFORCING STEEL FOR ANY C.I,.P. CONCRETE WORK IS THE RESPONSIBILITY OF THE CONTRACTOR. 14. FOR OTHER INFORMATION PERTAINING TO WALL CONSTRUCTION PLEASE REFER TO THE PYRAMID CONSTRUCTION MANUAL. 15. OWNER'S GEOTECHNICAL ENGINEER SHALL APROVE THE BOTTOM OF ALL WALL EXCAVATIONS PRIOR TO BEGINNING WALL CONSTRUCTION. MATERIALS NOTES 16, NOMINAL STRIP LENGTH THE NOMINAL LADDER REINFORCING STRIP LENGTHS, L, SHOWN ON THE PLANS ARE MEASURED FROM THE BACK FACE OF THE MODULAR BLOCK UNITS. THE ACTUAL FABRICATED STRIP LENGTHS ARE APPROXIMATELY 8 INCHES LONGER THAN THE NOMINAL LENGTH, L, TO PERMIT CONNECTION OF THE STRIPS TO THE MODULAR BLOCK FACING UNITS. THE REQUIRED HORIZONTAL LIMIT OF REINFORCED BACKFILL (INCLUDING UNIT AND DRAINAGE FILL) IS EQUAL TO THE NOMINAL STRIP LENGTH. ADDITIONAL GRANULAR BACKFILL BEYOND THE NOMINAL STRIP LENGTH IS NOT REQUIRED BY CALCULATION. The design contained on these drawings is based on information provided by the owner. On the basis of this information, The Reinforced Earth Company hos designed. and is responsible for the internal stability of the structure only. External stability, Including foundotion and slope stability, is the responsibility of the owner. MATERIALS NOTES (CONT.) 17. REINFORCED BACKFILL QUANTITY THE REINFORCED BACKFILL QUANTITY INDICATED BY THE REINFORCED EARTH COMPANY IS CALCULATED BY MULTIPLYING THE NOMINAL STRIP LENGTHS, L, SHOWN ON THE PLANS MINUS ONE FOOT AVERAGE THICKNESS OF THE DRAINAGE/UNIT FILL BY THEIR TRIBUTARY WALL SURFACE AREA AND CONVERTING THE RESULT TO A NEATLINE CUBIC YARD QUANTITY. 18. DRAINAGE/UNIT FILL - THE CONTRACTOR MUST CALCULATE HIS OWN DRAINAGE/UNIT FILL QUANTITY FOR CONSTRUCTION. THE DRAINAGE FILL/GRAVEL IS SUBSIDIARY TO GRANULAR MATERIAL PAY QUANTITY. 19. MODULAR BLOCK FINISH PYRAMID MODULAR BLOCKS FOR THIS PROJECT SHALL HAVE A SPLIT FACE FINISH UNLESS OTHERWISE SPECIFIED. WALLS 2 & 3 WILL HAVE CONCRETE GREY COLOR. WALLS 1,4,5,6, & 7 TO HAVE DAVIS 10281 (CORAL ROSE). 20. ADHESIVE. FOR CAP UNITS IF CAP UNITS ARE `SHOWN ON THE PLANS, THE CONTRACTOR SHALL SUPPLY AND INSTALL ADHESIVE BELOW THE CAP UNITS IN ACCORDANCE WITH THE CONSTRUCTION MANUAL TO SECURE THE CAP UNITS AGAINST VANDELISM. THE ADHESIVE SHALL BE EITHER DAP 4000 ADHESIVE OR LIQUID NAILS ADHESIVE, OR AN APPROVED EQUAL BY THE REINFORCED EARTH COMPANY. 21. NOTE TO CONTRACTORS ONLY THE FOLLOWING MATERIALS ARE SUPPLIED BY THE REINFORCED EARTH COMPANY: - DRYCAST CONCRETE MODULAR BLOCKS — LADDER REINFORCING STRIPS — CONNECTOR PINS — STEEL CLIPS FOR GRAVITY SYSTEM ANY OTHER MATERIALS CALLED FOR IN THE CONTRACT PLANS OR SPECIFICATIONS ARE TO BE SUPPLIED BY THE CONTRACTOR. ANY JOINT MATERIALS SHOWN AT THE INTERFACE OF MODULAR BLOCK UNITS AND CAST—IN—PLACE CONCRETE STRUCTURES ARE TO BE SUPPLIED BY THE ERECTION CONTRACTOR. ALL PAINTING, ADHESIVES, SEALERS OR OTHER SPECIAL APPLIED COATINGS ARE TO BE SUPPLIED AND INSTALLED BY THE CONTRACTOR IN THE FIELD. CERTIFIED WITH RESPECT TO INTERNAL. STABILITY OF REINFORCED EARTH STRUCTURES t dLY. CONFIDENTIAL PATENT PENDING GNED BY: The Reinfo ced Earth Company 8614 Westwood Center Drive Suite 1100 Vienna, Virginia 22182 (703) 821-1175 FAX --(703) 821-1815 "REINFORCED EARTH" is the registered trademark of The Reinforced Earth Company. CHECKE ENG. M1 NA A' CO\ 2.70' , 6.27 f 6.18 R= 7.16' R=8.89) 80.18' 138.33' ALONG FACE OF WALL 12.79' 6.70' 12.79' R=25.00' R=25.00' 0.72' d J 01SN J J • O LL Q O 0) h Z Z_• ` (.7 Q Lv /-- m V) 0 t 00 o� to GO cL 6.52' to co I+ 0 1-- (1) 0 C1. PT STA 107+89.29 J 0 65.25' 108+69.47 1-- a. 40.46' —J 0 0 rt • PT STA 108+8 J 0 PC STA 108+96.2'7 CJS 0 C7) 0 10.44' h�— V) J J 3 LL J �CO ZCO Li! tf) tt) CO I 4 0 APPLICABLE GRAVITY WALL TYP. SECTION MAXIMUM BEARING PRESSURE APPLIED BY WALL SYSTEM 0.65' A—A .24 KSF B—B .4 KSF 11, 21.53' 16.31' 18.92' 16.31' 32.62' 7.18' 5.87' 4.57' A—A BEGINNING OF WALL & PC STA 107+79.00 53.29LT. L=6.27 R=7.16' 1— -J 0 0 .24 KSF 5.87' 8.48' R=8.89' FRONT FACE WALL 1 ELEVATION - FRONT FACE WALL SCALE : 1" = 10' - GRAVITY BLOCK PLAN - WALL 1 GRAVITY BLOCK CAP BLOCK GR AVEC CAP BLOCK CO PACTED BACKFILL ADHESIVE * COMPACTED BACKFILL DRAINAGE FILL HESIVE DRAINAGE FILL 00 C\GAt VANI7FD STEEL CI IP GALVANIZED STEEL CLIP 1 GRAVITY BLOCK DRAINAGE FILL 44 GRAVITY BLOCK SECTION A -A PACTED BACKFILL B = 2.1' SECTION B -B TYPICAL PLAN VIEW GRAVITY BLOCK WALL • FRONT FACE WALL 4 TOP TIER FRONT FACE OF WALL 5 TOP TIER FRONT FACE WALL 4 BOT. TIER FRONT FACE OF WALL 5 BOT. TIER FRONT FACE WALL 1 FRONT FACE OF WALL 2 oo 0 0 LINE HWY 34 (BURLINGTON AVE. FRONT FACE WALL 6 BOT. TIER FRONT FACE WALL 6 TOP TIER FRONT FACE OF WALL 3 FRONT FACE OF WALL 7 BOT. TIER FRONT FACE OF WALL 7 TOP TIER D WITH • TO INTERNAL STA DYR AM BLOC WA DLA\ This drawing contains information proprietary to The Reinforced Earth Company. and is being furnished for the use of THE NEBRASKA DEPARTMENT OF ROADS only in connection with this project, and the information contained is not to be transmitted to any other organizotion unless specifically authorized in writing by The Reinforced Earth Company. The Reinforced Earth Compony is exclusive licensee in the United States under patents ssued to Henri Vidal, and the furnishing of this drowing does not constitute an expressed or Implied license under the Vidal potents. The design contoined on these drawings s bosed on information provided by the owner. On the basis of this information, The Reinforced Earth Company has designed, and is responsible for the Internal stability of the structure only. External stability, including foundotion and slope stability, is the responsibility of the owner. The Reinforced Earth Company 8614 Westwood Center Drive Suite 1100 Vienna, Virginia 22182 (703) 821-1175 FAX— (703) 821-1815 "REINFORCED EARTH" is he regIste ed trademark of The Reinforce Eorth Company. PROJEC ENG. ER SURFACE AREA (S.F.) GRANULAR ATERIA C.Y.) 350 50 DRAINAGE FILL 44 GRAVITY BLOCK SECTION A -A PACTED BACKFILL B = 2.1' SECTION B -B TYPICAL PLAN VIEW GRAVITY BLOCK WALL • FRONT FACE WALL 4 TOP TIER FRONT FACE OF WALL 5 TOP TIER FRONT FACE WALL 4 BOT. TIER FRONT FACE OF WALL 5 BOT. TIER FRONT FACE WALL 1 FRONT FACE OF WALL 2 oo 0 0 LINE HWY 34 (BURLINGTON AVE. FRONT FACE WALL 6 BOT. TIER FRONT FACE WALL 6 TOP TIER FRONT FACE OF WALL 3 FRONT FACE OF WALL 7 BOT. TIER FRONT FACE OF WALL 7 TOP TIER D WITH • TO INTERNAL STA DYR AM BLOC WA DLA\ This drawing contains information proprietary to The Reinforced Earth Company. and is being furnished for the use of THE NEBRASKA DEPARTMENT OF ROADS only in connection with this project, and the information contained is not to be transmitted to any other organizotion unless specifically authorized in writing by The Reinforced Earth Company. The Reinforced Earth Compony is exclusive licensee in the United States under patents ssued to Henri Vidal, and the furnishing of this drowing does not constitute an expressed or Implied license under the Vidal potents. The design contoined on these drawings s bosed on information provided by the owner. On the basis of this information, The Reinforced Earth Company has designed, and is responsible for the Internal stability of the structure only. External stability, including foundotion and slope stability, is the responsibility of the owner. The Reinforced Earth Company 8614 Westwood Center Drive Suite 1100 Vienna, Virginia 22182 (703) 821-1175 FAX— (703) 821-1815 "REINFORCED EARTH" is he regIste ed trademark of The Reinforce Eorth Company. PROJEC ENG. ER 4 STA 108+25.00 _J <1-- LcD 0 0 0 4 Zr z cr) -44 303.41' 13.05' 16.97' 1 I 1 1 587' LENGTH OF LADDER 'RE,INFORCING STRIP MAXIMUM BEARING PRESSURE APPLIED BY WALL SYSTEM QD LlJ -J 1- riirri 1 _1 I 15 01' 20.88' 41111/' f N 1 20.88' 16.97' 16.97' 16.97' 16.96' ALONG FACE OF WALL 16.96' 5.66' 19.57' 23.49' 32.62' 55.46' 11.09' r's 12.40' •44W r. •I 2.2. 00 - 4,-- 11•110 0111.101 'abook,b. mow ..44401=4 ,22.00 1m. 0111•111 01.1111. 1111111110 •111•111. OMEN. ONO 01110. 9.79' 9.79' 9.79' 9.79' 9.79' 9.79' 9.79' 9.79' 8.48' 11.09' 8.48' 11.09' 8.48' 11.09' 8.48' 01.11.11,1111.. 11.09' 18,00 16.00 _ 14,00 12.40' MOM 13.70' 17.62' -18,00 +10111111 16.00 14.00 1•111•110•111110•1•110110 *MO 1111111•11•111111001•1010 .111111111 01111* ems 01111. AM. 11111110 111111011D AIM OMNI 0/010 ONO 0111•1111 MO MO 0, �D '1 0 1- 1 1 t 111 1 1.1 I 1Ij1T1 j jj ,r1 1 I I" 11,1 58.7 8.0' 24.14' 33.93' 22.19' 19.58' 15.66' 14.35' 1.5 KSF 14.35' 321.68' ALONG FACE OF 15.66' ALL 14.35' 14.35' 15.66' 16.96' 110+45 20.88' 13.0' 2.0 KSF 8.0' 4.0'(BELO EL. 15.25) 28.71' 110+84 5 KSF ABUTMENT AREA (SEE °SECTIONS FOR MORE INFO) 50.89' (() 22.00 20.00 8 00- 11.111111. =NO 16.00 14.00 SEE 31.97' r I I 13.0' 20.23' 12.40' 11.90 so on on us ous 4111114111111•NS1111111 IMO -- 411="7.4.50 1011 4114 . - AIM. 4111.01.1.410. #.01•1111.111..10. 24.00 41111414.4.444410.• - onorvithm• •••••••••••••• '444* --- 28 00 - 26,00 4 .41.04.-4444 4•44•40... 13.70' 8 48' I 11.09' 9.79' 9.79' 9.79' 9.79' 9.79' 9.79' 9.79' 9.79' 8.48' 8.0' 11.09' 8.48' 11.09' 9.79' ,,12.40' 12.40' 15.01' 18.92' 26.1O' 74, 2.0 KSF 111+35 LENGTH OF LADDER REINFORCING STRIP MAXIMUM BEARING PRESSURE APPLIED BY WALL SYSTEM 111+80 1.5 KSF ELEVATION -- FRO:\ T FACE - WALL 2 SCALE : 1" = 10' NOTE: NO PLAN VIEW PROVIDED. WALL IS ON A TANGENT FROM BEGINNING OF WALL TO END. (SEE WALL KEY) SYMBOL: W7 LADDER LOCATION PAY QUANTITIES WALL 2 . SURFACE AREA (S.F.) GRANULAR MATERIAL (C Y) 4100 1300 This drawing contains informotion proprietary to The Reinforced Earth Company, and is being furnished for the use of THE NEBRASKA DEPARTMENT OF ROADS only in connection with this project, ond the information contained is not to be transmitted to any other organization unless specifically authorized in writing by The Reinforced Earth Company. The Reinforced Eorth Company is exclusive licensee in the United Stotes under patents issued to Henri Vidal, and the furnishing of this drawing does not constitute an expressed or implied license under the Vidal patents. The design contained on these drawings is based on information provided by the owner. On the basis of this information, The Reinforced Earth Company has designed, and is responsible for the internal stability of the structure only. External stobility, including foundation and slope stability, is the responsibility of the owner. The Reinforced Earth Company reinforced earth 8614 Westwood Center Drive Suite 1100 Vienno, Virginia 22182 (703) 821-1175 FAX --(703) 821-1815 DE7D BY: PROJEC ENGR: r "REINFORCED EARTH" is the registered trademark of The Reinforced Earth Company. CHECKED Y: NG. M103 REV. DATE DESCRIPTION PROJECT NA LOCATION OWNER DRAWING COVERS SPECIAL PLAN 9C SI4T 30F10 E PROJECT F -T T 4 4(1014), C.N.41200 BURLINGTON AVE UNDER BNRR HASTINGS, NEBRASKA CERTIFIED WITH RESPECT TO INTERNAL STABILITY OF REINFORCED EARTH STRUCTURES 9NLV. ***t * * #101 40 • DAN JUDSON ** :c HOICK E-7493 „r", ....0***** 4 THE NEBRASKA DEPARTMENT OF ROADS ELEVATION. WALL ATE 2 cc RE4933f3 DRAWNG ND. 3 SCJ ASSI ALONG FACE OF WALL 35.24' 20.88' 16.97' 14.35' 15.66' 14.35' MB MP UM OM MO 111M NI all OM 011 Mill 4.6 22.67 -- IMP _ MID MOB all INN 111111 Ell MM WU MM 1/// 2€ 25.45' REINF. STRIPS 111+80 ALONG FACE OF WALL 33.93' 22.19' 22.67 20.67 INO MIMI III* MO /1/10 MIN MON OM WIN SID r�r■ir.r.rr--- REINF STRIPS 8.0' 4.0' (BELOW 15.25 1.5 KSF 2.0 KSF 110+90 1104160 1.5 KSF .5 KSF 110+35 ABUTMENT AREA ELEVATION SCALE FRONT FACE - WALL 3 (SEE SECTIONS FOR MORE INFO) CERTIFIED TO INTERNAL STAE3it OF REINFORCED EAI STRUCTURES Y SYMBOL: NOTE: NO PLAN VIEW PROVIDED. WALL IS ON A TANGENT FROM BEGINNING OF WALL TO END. (SEE WALL KEY) PAY QUANTITIES - V1 A.L SURFACE AREA (S.F.) GRANULAR MATERIAL (C.Y.) 4 0 1300 DESIGN This drawing contolns information proprietary to The Reinforced Earth Company, and is being furnished for the use of THE NEBRASKA DEPARTMENT OF ROADS only in connection with thls protect, and the information contained is not to be transmitted to any other organization unless specifically outhorized in writing by The Reinforced Earth Company. The Reinforced Earth Compbny is exclusive licensee in the United States under patents issued to Henri Vidal, and the furnishing of this drawing does not constitute an expressed or implied license under the Vidal patents. The design contained on these drawings is based on information provided by the owner. On the bosis of this inforrnotion. The Reinforced Earth Company hos designed. and is responsible for the internal stability of the structure only. Externol stability. including foundation and slope stability. is the responsibility of the owner. The Reinforced Earth Company rein arced etrfh 8614 Westwood Center Drive Suite 1100 Vienna, Virginia 22182 (703) 821-1175 FAX --(703) 821-1815 "REINFORCED EARTH" Is the registered trademark of The Reinforced Eorth Company. PROJECT ENGR: CHECKEp., BY: ENG. MSANAGER •U) 200/412000ds4.d .' SCREW PIN ANCHOR SHACKLES 5' • 750 4 LINW HIGHEST GALV. CHAIN CHAIN DETAIL .1' STEEL PLATE 15' • LEVEL 3 RETAINER BETwEEN CYLINDERS 6-7. 7-8, 8 9 55 MPH RETAINER BETWEEN CYLINDERS 4-5. 5-6. 6-7 LEVEL 2 RETAINER BETWEEN CYLINDERS 3-4 PLAT E DETAIL ..4 4 01' TOD .1__ATE IL 4•X4'X1/2'PLATE AT TOP OF CYLINDERS WHERE CHAIN IS USED WT3x12.5 c1=3.190 bz--6.080 tw=0.320 tbz0.455 TYP. TYP. / 7 1' 4' 1• 4' 1' \\I\ 12' SECTION A -A 02' A PIPE MOUNT DETAI 6' FON- ANC -103 PIN (2 RIQUnE3) LEVEL 3 J 5-1/2' FRONI ANCHOR N (2 R OUIRED) LEVEL 2 & 55 MPH • ELEVATION s'XIt'X3' 01-1/2' ROD lw' (4 REOU1 CT NO. St4EET 34-4(1014) 128 C.N. 41200 SHEET 4 OF 4 apEcu PO. 8© MOMENTLM 80 RAC REMINGTON MANAGEME\IT BLVD. RONKONKOMA, NY. 11779 I 50 NOTIC'E M "IMAM will MY .9•101XV3 .e 41 1/4TRLIK:Tort 0/` •15.1CL fiNOW•• WIT NI•VICI. .4...103.41. r MIT 19 CWAI 14Utf cou.•arni v TOP NMI, M. MI MOM; TO MKT EFFECT 1141411015-• UM Or, CliAlIGES TO. MP IM 06-11.030• PIM -r WU 0, TKO 0/1.110 re MICP4SPEO •FTICAJT MIN WIMED tekrTnAl WATC.1.101 MTV, OF 110.0•I WTTY 5B•ICL PL. Th(M IralIeNTS SCALA 1" COEUR DAT& 1 APR 1995 LOC ININGWID hr murrem hr ItEVISIZO log JOHN F. CARNEY III, PH.D., J & M FERRARO R.R. KELLER / ELN P.E. C5 SHEET 4 OF 4 apEcu PO. 8© ALONG FACE OF WALL 29.43' R=63.86' 42.30' R=64.57' 14.35' 15.66' ELEVATION FRONT FACE WALL 5 TOP TIER V) QN 0 0 z w VARIES NIP IISSISIIISINIISISISSISIONIIMINISIIISM LENGTH OF LADDER REINFORCING STRIP MAXIMUM BEARING PRESSURE APPLIED BY WALL SYSTEM 10.0' 4.0 KSF 110+65 FRONT FACE TOP TIER II 44:"."!!::iIII 4: •a..0001 11 iiiI!!!!444=4104441471 0004=404:91 II I OA= 4 111111111111 t PAY QUANT. — WALL 4 — TOP TIER SURFACE AREA (S.F.) GRANULAR MATERIAL (C.Y.) 750 225 43.07' ALONG FACE OF WALL 20.09' 11.96' R=25.92' co 0 121X .III OSISMOSSO iiiiiii,11 :11/1:1111 NHL.UlflI 11 imisimirsossismos siLEJ,1111131111EM IFAIlle0:121":""; II. ,00wwww.4== II so. GALVANIZED STEEL CLIP PLANTING SOIL DRAINAGE FRONT FACE BOTTOM TIER STANDARD 8" BLOCKS 2 PER LOCATION (TYP.) 10.0' 4.0 KSF 111+54 8.0' 2.3 KSF 43.07' ALONG FACE OF WALL 12.45' 15.79' LENGTH OF LADDER REINFORCING STRIP MAXIMUM BEARING PRESSURE APPLIED BY WALL SYSTEM FABRIC SEPARATOR MX -5 BY NICOLON OR EQUAL (SUBSIDIARY) PAY QUANT. WALL 5 TOP TIER SURFACE AREA (S.F.) GRANULAR MATERIAL (C.Y. 800 240 (FOR BOTTOM TIER OF WALLS 4,5,44 7) PAY QUANT. — WALL 4 BOT: TIER SURFACE AREA (S.F.) 180 GRANULAR MATERIAL (C.Y.) 5 PLANTING SOIL (C.Y.) * 25 PAY QUANT. WALL 5 — BOT. TIER, SURFACE AREA (S.F.) 180 GRANULAR MATERIAL (C.Y.) 5 PLANTING SOIL (C.Y.) * 25 W.P. = WORKING POINT SCALE : 1" = 10' IDIARY) PLANTIN SOIL FRONT FACE BOTTOM TIER WALL GRAVITY BLOCK WALL WITH PINS FABRI SEPARATOR MX 5 BY NICOLON OR EQUAL (SUBSIDIARY) L=29.43' R=63.86' L= 29.43' R=63.86' ." *0 11 *0uu0e 11 —SHEN um:08041000011111 40444411111 041111 044444110 SOS OSSEO= . SOSZSIDSOR 15 -...".6110011a 116444114•444kai ...r.:=2=100 OS SS 11 MOO! fj=::: mold L,===ramm..= tealapal1:=Tafilill i.. II, _ i -zral- 9,6 IilISOMASSUMIS IIIISINISOSSIIIS 1::". li r aim 4111 fliwo IIIIMM::111=:411111 _000_** 111 __, MSS 211111:".."Elli MOSSOMMISSO !=:::=EHE ..:=:::,.....1. „r— 4 tod mr4:::::::: iiIIII assome..4i110" spomme..olammil ""mmillaifill!!!!* :211111111111110 1iiiMli!.. .—:: ,6:...::!—Jribi SONWASONOM Litme6iii INtiii I SOSSMINSNOMIliimmaill:: 1111•..a. 1111:=111014-1-"laws!!!:=:"-Hils.Litiii ;;;Eal:Tailiii •........... ... Q ckS —J —J 0 0 z z w co L=28.92' R=44.03' a; FRONT FACE WALL 4 TOP TIER FRONT FACE WALL 4 BOT. TIER PLAN VIEW WALL 4 TOP & BOT. TIER SCALE : 1" = ,1017 CERTIFIED WITH RESPE TO INTERNAL STAB1UTV OF REINFORCED EARTF STRUCTURES NLY. ..0..,,,, ......_.# f E SS/0 DANj HOAV3EDKNt'es7(:)'.— z . - - .. - E7493 : 7. . . s ...... '....? .„, .0 This drawing contoins information proprietary to The Reinforced Earth Company, and is being furnished for the use of THE NEBRASKA DEPARTMENT OF ROADS only in connection with this project, and the information contained is not to be transmitted to any other organization unless specificolly authorized in writing by The Reinforced Eorth Company. The Reinforced Earth Company is exclusive licensee in the United States under potents issued to Henri Vidal, and the furnishing of this drawing does not constitute on expressed or implied license under the Vidal potents. The design contained on these drawings Is based on information provided by the owner. On the basis of thls information, The Reinforced Eorth Company hos designed, and is responsible for the internal stability of the structure only. External stability. including foundation and slope stability, is the responsibility of the owner. 8614 Westwood Center Drive • Suite 1100 reinforced earth Vienna. Virginia 22182 (703) 821-1175 FAX --(703) 821-1815 "REINFORCED EARTH" Is the registered trademark of The Reinforced Earth Company. LOCATION 0.32' PT STA 112+ 83.52' ALONG FACE OF WALL 41.92's 28.92' 13.00' -J _J 0 z R=64.57 30.02* 11.75' cr; N 1.75' R=44.03 9.14' V) 0 a_ 11.74' 0 0 cri 9.13' 2.2 OM. MUM }WY INtaill• MONO 62 min OEM 862 LENGTH OF LADDER REINFORCING STRIP MAXIMUM BEARING PRESSURE APPLIED BY WALL SYSTEM 111+40.57 c3 -J -J 0 z L.0 03 c 0 0 I e=. 13.05's 01.110 -- 0.111.0 ONIMM 26 62 25296 9.79' 17.6 2.6 21.28 7.18' 7.18' 11.09' 15.66' FRONT FACE WALL 7 BOT. TIER 0 L=15.79' R=24.04 0 0 oi STA 111+39.69 (0 cNi to to to L= 28.92' R=44.03 cc 0 0 8.0' 2.3 KSF STA 111+79.57 111+79.57 -J 10 0 7 0 Z tn. w 1.96' via 43.07' 10.0' 4.0 KSF 15.00' ALONG FACE OF WALL -J -J Z 1-1- W 0 1.96' PT STA 111+67.6 15.79' R=24.04 Tc 12.44' c 0 0 7.18' MIMMIMINF.0.1.01101.10 7.18' 11.09' le I I Iri I f I I 15.66' N 0 t--- 0 -J -J 0 0 UJ GO 0 0 \ 1 7.94 (SEE DWG. NO. 5) 58.16' RT. FRONT FACE WALL 7 TOP TIER L=41.92's R=64.57 This drawing contains information proprietary to The Reinforced Eorth Company. and is being furnished for the use of THE NEBRASKA DEPARTMENT OF ROADS only in connection with this project, and the information contained is not to be transmitted to any other organization unless specifically authorized in writing by The Reinforced Earth Company. The Reinforced Earth Company is exclusive licensee in the United States under patents Issued to Henri Vidal, and the furnishing of this drawing does not consti.tute an expressed or implied license under the Vidal patents. -J -J 11- 0 to a z 1-1-1 * THE WALL IS TO END AGAINST THE BACK FACE OF THE EXISTING CAST -IN-PLACE RETAINING WALL. ADJUST CURVATURE AND BLOCK POSITION TO AVOID USE OF PARTIAL OR CUT BLOCKS. ELEVATIOIN FRONT FACE WALL 7 TOP TIER SCALE : 1" = 10' ELEVATION FRONT FACE WALL 6 TOP TIER SCALE : 1" = 10' PAY QUANT. - WALL 6 - TOP TIER SURFACE AREA (S.F.) GRANULAR MATERIAL (C.Y.) 900 260 PAY QUANT. - WALL 6 - BOT. TIER SURFACE AREA (S.F.) 190 GRANULAR MATERIAL (C.Y.) 5 PLANTING SOIL (C.Y.) * 25 * (SUB DIARY) ELEVATION FRONT FACE WALL 7 BOT. TIER SCALE : 1" = 10' NOTE: -J N Cr) 0 Z 0 Z Z 0< 1.J..1 DU) LENGTH OF LADDER REINFORCING STRIP MAXIMUM BEARING PRESSURE APPLIED BY WALL SYSTEM ELFVATION FRONT FACE WALL 6 BOT. TIER SCALE : 1" = 10' PAY QUANT. - WALL 7 TOP TIER SURFACE AREA (S.F.) GRANULAR MATERIAL (C.Y.) . . 950 280 PAY QUANT. - WALL 7 - BOT. TIER SURFACE AREA (S.F.) . 195 GRANULAR MATERIAL (C.Y.) 5 s PLANTING SOIL (C.Y.) 25 *'(SUBSIDIARY) PLAN VIEW WALL 7 TOP & BOT. TIER SCALE : 1" = 10' The design contained on these drawings Is based on information provided by the owner. On the basis of thls information, The Reinforced Earth Company has designed. ond is responsible for the internal stability of the structure only. External stability, including foundation and slope stability, is the responsibility of the owner. PLAN VIEW WALL 6 TOP & BOT. TIER SCALE : 1" = 10' The Reinforced Earth Company 11: 11041i • reinforced earth 8614 Westwood Center Drive Suite 1100 Vienna. Virginia 22182 (703) 821-1175 FAX --(703) 821-1815 DESI D BY: 78.30' 13.41' ALONG FACE OF WA 32.44' 32.10' N 0 13.05' R-72.06 39.15' 0 0 cr 0 03 (.6 R=72,,.06 Lfl 7,8 7.8 10.43' tn, 0.35' 6 • .10 28.62 26.62 2 14 19.96 OW MONO 16.97' 11.0114011. OM. 6...Romo• moo a.* ON* 4110.1. MN* IWO .09' 4.57' 4.57 .26 3.26' 5.87' 3.26' 4.57 4.57' 3.26' 10.0' 4.0 KSF A 12.45' 40•1101...• 03 N t i (ifjj i 03V) 16.97' 110+71 45.68' ONG FACE OF WALL 12.36', 21.70' R=28.12 PC STA 110+66.69 cr oo 1.96' 1.96' 6 1.96' 1.96' 1.96' 8.0' 2.3 KSF • In N 0 • 11.09' 4.57 4.57'3.26 4.24' 0 -J 0-J Z < 21.96 0.65. (SEE DWG. NO. 5) FRONT FACE WALL 7 BOT. TIER FRONT FACE WALL 7 TOP TIER PC STA 110+16.13 32.10' R= 72.06 to 0 0 (t. ND OF WALL 03 ce 03 SYMBOL: PRO EC GR: (ID (") co (0 L=12.361 0 0 R=28.12 0 03 0 0 -3 L. 0 z z z w CO 0 0 j. 0 0 2.44' R=72.06N CO 0 W7 LADDER LOCATION PROJECT NAME -J 0 z z • CERTIFIED WITH RESPECT TO INTERNAL STASIUTY OF REINFORCED EARTH STRUCTURES 0 btu/.IIg DAN JUOSOti sat. HOTEK E.7493 • 4, „4. SPSEt4CTIALgo OFPLAiN0 / PROJECT F -TMT -34-4(1014), C.N.41200 BURLINGTON AVE UNDER BNRR OF gee DATE 08/12/94 CHECKE Y: LOCATIO HASTINGS, NEBRASKA CONTRACT RE4933t.: • "REINFORCED EARTH" is the registered trademark of The Reinforced Earth Company. REV. DATE DESCRIPTION 4101111111111111111110 OWNER THE NEBRASKA DEPARTMENT OF ROADS DRAWING NO. 6 AS SHOW DRAWING COVERS ELEVATIONS WALLS 6 & 7 PROVIDE AT LEAST TWO LADDER REINFORCEMENTS DIRECTLY NEXT TO BOTH SIDES OF FENCE POST AND IMMEDIATELY BELOW CAP BLOCK AS SHOWN (TYP.) CHIP OFF BOTTOM OF NEXT BLOCK ON TOP TO ALLOW LEVEL SETTING OF BLOCKS. SEE DETAIL SHEET 9 (TYP.) -a" MIN 0.80' COARSE GRAVEL CAP BLOCK— LOCATE AND PLACE SONOTUBE FOR FENCE FOUNDATION IN CONJUNCTION WITH WALL CONSTRUCTION AND SKEW LADDERS AS SHOWN (TYP.) SONOTUBE SUBSIDIARY * * LADDER PLACEMENT AT FENCE POST FOUNDATION SCALE: NONE FENCE BY OTHERS NOTE: FENCE FOUNDATION DESIGN INCLUDING DIAMETER AND DEPTH OF SHAFT BY OTHERS. —VARIES, 2" MIN., 4'' 4 fts, •••••••••••••••••,, 4 % 4 • ‘, • 4 ••• LADDER REINFORCING STRIPS (L.R.S.) —1'-2" MAX. TO TOP LEVEL OF LADDER REINFORCING STRIPS (L.R.S.) FOR (L.R.S.) ADJACENT TO FENCE POSTS. PARTIAL SECTION AT FENCE POST FOUNDATION SCALE: NONE This drawing contains information proprietary to The Reinforced Earth Company, and is being furnished for the use of THE NEBRASKA DEPARTMENT OF ROADS only in connection with this project, and the information contoined is not to be transmitted to any other organization unless specificatiy authorized in writing by The Reinforced Eorth Company. The Reinforced Earth Company is exclusive licensee in the United States under potents issued to Henri Vidal, and the furnishing of this drowing does not Constitute an expressed or implied license under the Vidal patents. AT THE CONTRACTOR'S RISK AND OPTION, HE CAN ELECT TO INSTALL FENCE POST FOUNDATION AFTER WALL CONSTRUCTION. ANY DAMAGE TO WALL OR SOIL REINFOR- CEMENT CAUSED BY AUGER EQUIPMENT SHALL BE REPAIRED BY THE CONTRACTOR AT HIS OWN EXPENSE. FRONT FACE OF BLOCK WALL & CONTROL LINE HAND RAIL AS PER PROJECT REQUIREMENTS (BY OTHERS) 2.0' MAX., 0.67' MIN. TO FIRST L.R.S. (TYP.) 25 YEAR FLOOD ELEV. 18.0 p MODULAR BLOCK/ DRAINAGE FILL BELOW EL 18.0 1'-6"x 10" NON -FROST SUSCEPTIBLE SAND AND GRAVEL LEVEL PAD GRANULAR MATERIAL ABOVE EL. 19.0- :27 • • • • • • • • *.e, SECTION - WAL SCALE: 1"= 5'-O" 10' SIDE ALK FRONT FACE OF BLOCK WALL & CONTROL LINE VARIES - SEE PLAN VIEWS FRONT FACE OF BLOCK WALL & CONTROL LINE FENCE AS PER PROJECT REQUIREMENTS (BY OTHERS) PLANTING AREA (SEE SECT C -C DWG. 5) HAND RAIL AS PER 10' SIDEWALK PROJECT REQUIREMENTS (BY OTHERS) FRONT FACE OF BLOCK WALL 25 YEAR FLOOD & CONTROL LINE ELEV. 18.0 77 2.0' MAX., 0.67' MIN. TO FIRST L.R.S. (TYP.) MODULAR BLOCK/ DRAINAGE FILL (TYP.) BELOW EL. 19.0 0.67' TO FIRST L.R.S. (TYP.) 1'-6"x 10" NON -FROST SUSCEPTIBLE SAND AND GRAVEL LEVEL PAD GRANULAR MATERIAL GRANULAR °"-- MATERIAL ABOVE EL 19.0 • • • • • "*.• s • •ap • • • .•„"? • • -•.• s •••••• s • s .••.• •• • • • .• • 0.67' TO FIRST L.R.S. (TYP.) 13.5' • NOTE: WALLS 4, 5, 6 & 7 WILL REQUIRE A LEVEL PAD WHEN THE WALL IS NOT FOUNDED ON GRAN. MATERIAL SECTION GRANULAR MATERIAL SKEW TOP L.R.S. BENEATH SLOTTED PIPE WHERE REQUIRED PREPARED SUBGRADE LIMIT OF EXCAVATION (AS STEEP AS GROUND WILL ALLOW) LIMIT OF REINFORCED EARTH VOLUME NOTE: FOR DRAINAGE DETAILS SEE DETAIL SHEET 9 • TIERED CONDITION NEAR ABUTMENT SCALE: 1" 5'-O" * FABRIC SEPARATOR WILL BE PLACED AT ELEVATION 19. SEPARATING THE GRANULAR AND DRAINAGE FILL.- (SUBSIDIARY CUT L.R.S. TO AVOID SLOTTED DRAIN FRONT FACE OF BLOCK WALL & CONTROL LINE HAND RAIL AS PER PROJECT REQUIREMENTS (BY OTHERS) 25 WILL ALLOW) YEAR FLOOD 2.0' MAX., 0.67' MIN. LIMIT OF EXCAVATION ELEV. 18.0 TO FIRST LL.R.S. (TYP.) (AS STEEP AS GROUND LIMIT OF REINFORCED EARTH VOLUME LADDER REINFORCING STRIP (L.R.S.)-(TYP.) NOTE: FOR DRAINAGE DETAILS SEE DETAIL SHEET 9 2 & 3 STA 108+25 TO 110+15 AND STA 112+19 TO 114+50 MODULAR BLOCK/ DRAINAGE FILL FOR ENTIRE VOLUME 1'-6"x 10" NON -FROST SUSCEPTIBLE SAND AND GRAVEL LEVEL PAD DE 1 10' SIDEWALK CERTIFIED TH REV TO INTERNAL STABIU OV ReiNvoacett EAR STRUCTJ4R,ES The design contained on these drawings is based on informotion provided by the owner. On the basis of this information, The Reinforced Earth Company has designed, ond is responsible for the internal stability of the structure only. External stability, including foundation and slope stability is the responsibility of the owner. The Reinforced Earth Company 8614 Westwood Center Drive , ® suit* 1100 reinforced earth Vienna. Virginia 22182 (703) 821-1175 FAX --(703) 821-1815 'REINFORCED EARTH" is the registered trademark of The Reinforced Earth Company. CT ENGR: CHECKED _BY PRO ENG. MANAGER r n, ;)( C14,1 PHASE 1 CONSTRUCTION ' STA 111+23.34 EAST ABUTMENT & PYRAMID BLOCK WALL STA 111+19.46 WEST ABUTMENT & PYRAMID BLOCK WALL (OPPOSITE HAND) IF WHOLE BLOCKS CONFLICT WITH FOOTING, CONTRACTOR TO TO USE PARTIAL BLOCKS TO MAKE FIT WITH ABUTMENT FOOTING OR STEM. r.,/ TEMPORARY WALL BLOCKS BEHIND PERMANENT WALL TO FILL VOID BETWEEN PERM- ANENT WALL AND ABUTMENT FOOTING OR STEM. EDGE OF ABUTMENT FOOTING OR STEM (SEE SECTION AT ABUTMENT SHEET 7) TEMPORARY BLOCK WALL STEPPED BACK TO FOLLOW STEPS IN PERMANENT WALL. FRONT FACE PERMANENT PYRAMID BLOCK WALL 2 OR 3 SPAN JOINT BETWEEN LAST BLOCK OF PHASE I AND FIRST BLOCK OF PHASE I 1 WITH L.R.S. (TYP. ALL LEVELS) FIRST BLOCK OF PHASE I I IN ADDITION TO NORMAL L.R.S. PATTERN PLACE LADDER REINFORCING STRIP (L,R.S.) AS SHOWN, ALL LEVELS. VATIO ERTI'il D TOIN`ER, OF REINFE STRLIC This drawing contains information proprietary to The Reinforced Earth Company, and is beingfurnished for the use of THE NEBRASKA DEPARTMENT OF ROADS only in connection with this protect, and the information contained not to be transmitted to any other organization unless specifically authorized in writing by The Reinforced Earth Company. The Reinforced Earth Company is exclusive licensbe in the United States under potents issued to Henri Vidal, and the furnishing of this drawing does f+ot constitute an expressed or implied license under the Vidal potents. The design contained on these drawings is based on information provided by the owner. On the basis of this information, The Reinforced Earth Company has designed, and is responsible for the Internal stability of the structure only. External stability, Including foundation and slope stability, is the responsibility of the owner. The Reinforced Earth Company 8614 Westwood Center Drive Suite 1100 Vienna, Virginia 22182 (703) 821-1175 FAX --(703) 821-1815 "REINFORCED EARTH" Is the registered trademark of The Reinforced Earth Company. PROJECT ENGR: (Zir CHECKED BY: HASTINGS, INGS, NEBRAS A THE NEBRASKA DEPARTMENT OF ROA! ENG. MAN s ER DRAIN AGE GRAVEL AND UNIT FILL PER SPECIFICATION LADDER REINFORCING STRIP 4. 6" W14.5 CONNECTOR PIN (GALV) TYPICAL LADDER REINFORCEMENT LAYOUT ELEVATION v LADDER REINFORCING STRIP FRONT FACE OF WALL W14.5 CONNECTOR PIN CONNECTOR PIN PLACEMENT SECTION N. T. S. CONNECTOR PIN SEE DETAIL 'Kt CN N —.-1111MIL---111111111L-111.111 CONNECTOR PIN PLACEMENT ELEVATION N. T. S. • This drawing contains information proprietory to The Reinforced Earth Company, and is being furnished for the use of THE NEBRASKA DEPARTMENT OF ROADS only in connection with this project, and the information contoined is not to be transmitted to any other organization unless specifically authorized in writing by Thr Reinforced Earth Company. The Reinforced Earth Company is exclusive licensee in the United States under potents Issued to Henri Vidal, and the furnishing of this drawing does not constitute an expressed or implied license under the Vidal patents. REINFORCEMENT LEVEL W14.5 CONNECTOR PINS (GALV.) CONFIDENTIAL PATENT PENDING TYPICAL LADDER REINFORCEMENT LAYOUT PLAN FOR TYPE OF BACKFILL SEE WALL SECTIONS. LIMIT OF REINFORCED VOLUME LADDER REINFORCING STRIP ( TYP. ) 4 4 FIRST LEVEL L.R.S. 4. 0 4 4 • 4 4 „ 6" DIA., FILTER CLOTH WRAPPED, PERF. PIPE OUTLET TO LOWEST STORM WATER CATCH BASIN. 0 110+91 LT. & RT. TYPICAL - FULL LENGTH OF WALLS 2 & 3. SUBSIDIARY TO WALL PAY ITEMS. WHERE LADDER REINFORCEMENT INTERFERES WITH BLOCK PLACEMENT, CHIP OFF ONLY AFFECTED PORTION(S) OF HATCHED AREAS TO ALLOW LEVEL SETTING OF WALL BLOCKS (BLOCKS SHOWN UPSIDE DOWN) ""01111111111111111111$111111 MX -4 FILTER CLOTH/SEPARATOR SHALL BE PLACED AT BACK OF THE REINFORCED VOLUME FROM THE BOTTOM OF THE VOLUME UP TO EL 19.0 AND ACROSS EN TIRE WIDTH OF THE VOLUME AT APROX. EL 19 ,WHEN GRANULAR BACKFILL IS PLACED ON TOP OF THE COARSE GRAVEL. MODULAR BLOCK /DRAINAGE FILL/GRAVEL 2' X 2' BOX AROUND UNDERDRAIN PIPE TYPICAL WHEN PERF. PIPE ABOVE EL 19.0 DRAINAGE & FILTER CLOTH DETAIL @ WALL 2 & N. T. S. The design contained on these drawings is based on information provided by the owner. On the basis of this information, The Reinforced 'Earth Company hos designed. and is responsible for the internol stability of the structure only. External stobility, including foundation and slope stability, is the responsibility of the owner. The Reinforced Earth Company reiniorced ear 8614 Westwood Center Drive Suite 1100 Vienna, Virginia 22182 (703) 821-1175 FAX (703) 821-1815 ONLY DESIGN,D : BLOCK MODIFICATION DETAIL N. T. S. PROJECT ENGR: PROJECT NAME SPECIAL PLAN 9C SHT 5 OF 10 CERTIFIED WI1H RESPECT TO INTERNAL STABILITY OF REINFORCED EARTH STRUCTURES ONLY. II II I I II .% ES ..* ...... 4. .. . ..° A - *4 . .DAN.H..107;T4ED K E.9. PROJECT F -TMT- 34-4(1014), C.N.412.0 BURLINGTON AVE UNDER BNRR "REINFORCED EARTH" is the registered trademark of The Reinforced Eorth Corripany. CHECKED ENG. MA ER LOCATION HASTINGS, NEBR ASK A AT 08/12/94 CONTRACT NO. RE 4933 OWNER THE NEBRASKA DEPARTMENT OF ROADS DRAWING NO. 9 - SCALE AS SHOWN REV. DATE DESCRIPTION DRAWING COVERS TYPICAL SECTION AND DETAILS .-v-zimow—sozem-440-06004900. CHIP OFF BOTTOM OF NEXT BLOCK ON TOP TO ALLOW LEVEL SETTING OF BLOCKS. SEE DETAIL SHEET 20 (TYP.) W14.5 CONNECTOR PIN (GALV) C.I.P. EXTENSION FOR TOP TIER WALLS AT ABUTMENT ONLY ••••■••• 4111111101•11110 0.11111•••• 4111101111••••••1 SKEW LADDER REINFORCING STRIP A MAXIMUM OF 15° TO CLEAR INTERFERRING STRUCTURE OUTSIDE RADIUS SCALE: 1 1/2" = 0" 1/2"x 4" EXP. JT MAT'L MANHOLE OR INLET C.I.P. CONC. RETAINING WALL OR ABUTMENT CORNER BLOCKS INSIDE RADIUS SCALE: 1 1/2" = SKEWED LADDER DETAIL BLOCK WALL/C.I.P. WALL INTERFACE DETAIL = 1" SCALE : NO SCALE .16 ELEVATION VIEW - TOP OF WALL DIMENSIONS 0 LAJ CO f- 0 •-) 0 (WHOLE BLOCK INCREMENTS) LiJ -J BEND LADDER GRADUALLY AROUND PIPE - 15% SLOPE MAX. PLACE FIRST BLOCK OF NEXT COURSE ON CENTER OF DIMENSIONED JOINT 0 0 W14.5 CONNECTOR PIN (GALV) LADDER REINFORCING STRIP CERTIFIED WITH RESPECT TO INTERNAL STABILITY OF REINFORCED EARTH STRUCTURES 0 Y. • TOP OF WALL STEP DETAIL SCALE: 1 1/2" = 305' NOM. BLOCK FOR CALCULATION OF LENGTHS TREATMENT OF LADDERS AT INTERFERRING PIPES SCALE: 1 1/2" =0" CONFIDENTIAL PATENT PENDING :„.HoNe..17Uv.T4ED9KS3().N.... DESIGN This drawing contains information proprietary to The Reinforced Earth Company, and is being furnished for the use of THE NEBRASKA DEPARTMENT OF ROADS only In connection with this project, and the information contained is not to be transmitted to any other organization unless specifically authorized in writing by The Reinforced Earth Company. The Reinforced Earth Company is exclusive licensee in the United States under patents issued to Henri Vidal, and the furnishing of this drawing does not constitute an expressed or implied license under the Vidal patents. The design contained on these drawings is based on information provided by the owner. On the basis of this information, The Reinforced Earth Company has designed, and is responsible for the internal stability of the structure only. External stability, including foundation and slope stability, is the responsibility of the owner. The Reinforced Earth Company reinforced earth 8614 Westwood Center Drive Suite 1100 Vienna, Virginia 22182 (703). 821-1175 FAX --(703) 821-1815 "REINFORCED EARTH" is the registered tradernark of The Reinforced Earth Company. PROJECT CHECKED LOCATION PROJECT TMT 4 4(1014), C.N.41200 BURLINGTON AVE UNDER BNRR HASTINGS, NEBRASKA ENG. M icrAmnAAn/uccPncrni nr.N PROJECT WO. EDGE OF ROADWAY SHOULDER 4' STRIP (TYPICAL) 9"+ SHOULDER INSTALLATION 4' STRIP [TYPICAL) • 8 0 PLAN VEIW-STAPLING DIAGRAM JUTE MESH TO HINGE POINT STAGGER SPLICE JOINTS WIRE STAPLES JUNCTION SLOT NOTE: STAGGER JUNCTION SLOTS EARTH SHOULDER TIE-IN DETAIL C.N. TAMP SOIL CHECK SLOT INSTALL CHECK SLOTS EVERY 20' ON SLOPES AND DITCHES •44+►4i i' , x,��i rii�sj%; j"'PIP '.�t; l p -. ► P 11,41r�i�r�ri;,;�i_sr PHOT-= Vii► ,1I�'..���1,lilir�►�►i,,,,11111i r/rr 411* 41010 Artdr.A#41r4P4P/thir �*'.r4 p il�►'�4► #JJrrrlii innum /x000 I` .�► ,�► 4Vi �JJIM/J,r.',iS NlIi 1. ♦,4'1I►'�'.► , 1►JJ«►ri�,rl,�►�r�Nlitl it ♦, iri #4# ,► 467Arrri iMMirlf/ 000 lur 10 .44110* 4100"..4**ArStarammmeg0100011 ...z...A. w4laripiiimmuncummus0,10010; ** . PRep ..*P4*`.1P.•,„ �liwwrsrirfrr� rrwa.�.ir��s�r.r� 41L4,0,4 40 4. ler 40104,:**44.,4r4pArArAwrirmanomminproisio . IwlrarllJ smmt r4, emota....'' ♦ .. qw4op 4....�.y' eram l.!assm �'r 40.41,====-IfEEMMIEWPF,r oi 00P00 ••rio ♦♦404p ,rig/ / �. #, �'/11//.x../1 / / earAgromArmomatentseigoiroi ♦ 4 Jl/r1 wArtimmraysi /"i 41MIKOWIIIMINIANSIXIIIIIIIIIINSIMMILINIWINSHINISMININUMNIO TERMINAL FOLD SURFACED SHOULDER TIE-IN DETAIL LAP JOINT STAPLE DETAILS FOR INSTALLATION OF JUTE MESH CEC EROSION CONTROL ELAIO© ,IRE�c W20 -IA -49 W20 -1A-48 W20 -1A-48 ROAD CLOSED R4 -7b-18 END WORK ROAD CLOSED To THRU TRAFFIC Thank you Drive Safely G20-2-60 R40-14-48 DETOUR L 10' R8 -3a-24 MIN AS REQUIRED TO PROHIBIT PARKING z OPTIONAL SINGLE FLAGGER OPERATION W20-74-36 R8 -3a-24 AS REQUIRED TO PROHIBIT PARKING OR DETOUR G= t DETOUR ROAD CLOSED TO THRU TRAFFIC RI1-4-60 M4 -9L-30 AS REQUIRED END WORK Thank you Drive Safely DETOUR RI1-4-60 ROAD CLOSED R 1 1-2-48 RDAD CLOSED RI1-2-48 r C LEGEND FLASHING ARROW PANEL 8 TYPE III BARRICADE REFLECTORIZED PLASTIC DRIAI • OR TYPE II BARRICADE SIGN VERTICAL PANEL OR 28' TI�tJI.AR POST 11 ROAD CLOSED A M4 -9L-30 AS NEEDED M4-1OR-48 G20-2-60 R40-14-48 R4 -7b-18 W20 -IA -48 ONE LANE CLOSED WITH FLAGGER SHOULDER OR PARKING LANE CLOSED TWO-WAY LEFT TURN LANE CLOSED W20 -IA -48 .777 W20-5CA-48 -8R I END I WORK Thank you Drive Srif';ly G20-2-60 R40-14-48 W20 -1A-48 CENTER OF ROADWAY PARTIALLY BLOCKED END WORK I/3 L 4 • • Thank you Drive Safely G20-2-60 R40-14-48 1/2 L TO L • . • r. I• • • • 1/3 L • • W 1 -8L 1/2 L 1/2 L TO L M1 B B 3 -LANE ROADWAY ONE LANE CLOSED XX) W13-1-24 35 MPH AND ABOVE W20- I A-48 W13-1-24 (30 AND BELOMPHW) W20 -1A-48 1 r E ROAD CLOSED AT DETOUR W20- I A-48 W20 -1A-48 i DETOUR DETOUR 1 I W20 -IA -48 END WORK Thank you Drive Safely G20-2-60 R40-14-48 OR M4 -9R-30 DETOUR END WORK Thonk you Drive Safely 020-2-60 R40-14-48 • • • • • • iit B EP OR DETOUR M4 -9R-30 DETOUR 12I W20 -2A-48 OR DETOUR M4 -9L-30 ROAD CLOSED * TO THRU TRAFFIC RI1-4-60 M4-1OR-48 SAME ADVANCE SIGNS ALTERNATE ROAD CLOSED BEYOND DETOUR W20 -3A-48 END WORK Thank you Drive Safely G20-2-60 R40-14-48 W20 -1A-48 • t L W4 -2R-48 W20-5RA-48 B W20 -1A-48 LANE CLOSED NEAR INTERSECTION (RIGHT LANE CLOSED) TAPER FORMULA L 1 = I/3/2LL L MERGING TAPER SHIFTING TAPER SHOULDER TAPER W x S FOR SPEEDS OF 45 MPH OR HIGHER L = - FOR SPEEDS OF 40 MPH OR LOWER L = MINIMUM LENGTH OF TAPER S = NUMERICAL VALUE OF POSTED SPEED LIMIT PRIOR TO WORK Y = WIDTH OF OFFSET GENERAL NOTES I. ALL BARRICADE AND SIGN LOCATIONS ON THIS PLAN ARE APPROXIMATE, AND MAY BE ADJUSTED TO FIT FIELD CONDITIONS. THE SIGNS SHALL BE INSTALLED SO AS NOT TO OBSCURE THE VIEW OF OTHER TRAFFIC CONTROL DEVICES. 2. MINIMUM WIDTH OF TRAVELLED LANE SHALL BE AS REOUIRED BY THE ENGINEER. 3. FLASHING ARROW PANEL REQUIRED ON ALL ROADWAYS WITH POSTED SPEED LIMIT 45 MPH OR HIGHER. 4. LONG TERM FLASHING ARROW PANELS IN URBAN RESIDENTIAL AREAS WHERE DIESEL ENGINE NOISE WILL BE DISRUPTIVE TO RESIDENTS, MAY BE REOUIRED TO OPERATE BY 120 VAC OR, IF SIGHT DISTANCE ALLOWS A SOLAR POWERED ARROW PANEL MAY BE USED. 5. FOR SHORT TERM WORK (LESS THAN 24 HOURS) SIGNS W20-1 A-48, G20-2-60 AND R40-14-48 MAY BE OMITTED. POSTED SPEED LIMIT PRIOR TO WORK (MPH) MIN ADVANCE SIGN PLACEMENT DISTANCE (A) MIN SPACING BETWEEN SIGNS (B) 25 30 35 40 45 50 55 200 200 200 200 350 350 500 200 200 200 200 350 350 500 SPECIAL PLAT 11 P*OZCT NG. arrtL T 4-4 (1014) . 141 END` WORK END WORK ENO WORK W20- Thunk you Drive Safely G20-2-60 R40-14-48 W20 -IA -48 W20 -1A-48 G20-2-60 R40- 1 4-48 G20-2-60 R40-14-48 R4 -7b-18 i W20 -1A-48 W20 -1A-48 R3-2-24 (OPTIONAL) R4 -7b-18 W20 -1A-48 V7 -/' 50' MIN. TEMPORARY PAVEMENT MARKING W20 -1A-48 LEFT l Ati MUST TIM LEFT RIGHT LAW MUST TURN RIGHT W20 -IA -48 W20 -1A-48 W20 -IA -48 END WORK Thunk you Drive Safely TAU TRAFFIC IERGE LEFT LEFT LAW MUST T1 1 LEFT R3 -7L-30 W20-5LA-48 G20-2-60 R40- 1 4-48 W4 -2L-48 END WORK Thank you Drive Safety G20-2-60 R40-14-48 THiu TRAFFIC IERGE RIGHT A �W9-3R-48 END WORK W4 -2L-48 END WORK LETT IME GOO A�{PD • • 620-2-60 R40-14-48 W20- I A-48 G20-2-60 R40- 14-48 W20-5LA-48 B LANE CLOSED NEAR INTERSECTION (RIGHT LANE REMAINS OPEN) 4 LANE DIVIDED ROADWAY CENTER LANES CLOSED NEAR INTERSECTION END WORK W20 -1A-48 LANE CLOSED NEAR INTERSECTION (LEFT LANE CLOSURE FORMING A TURNBAY) G20-2-60 R40-14-48 R4 -7b-18 ROAD CLOSED THRU TRAFFIC R I I-4-60 DETOUR ROAD CLOSED TO TI4RU TRAFFIC OR DETOUR 4771 M4 -9L-30 AS REOUIRED DETOUR RI1-4-60 ROAD CLOSED RI1-2-48 RI 1-2-48 DETOUR ROAD CLOSED RI 1-2-48 ROAD CLOSED AHEAD END WORK W20 -1A-48 W20 -3A-48 R4 -7b-18 R3-2-24 (OPTIONAL) 620-2-60 R40- I 4-48 M4 -9L-30 END WORK END WORK W4 -2L-48 620-2-60 R40-14-48 G20-2-60 R40-14-48 DETOUR [DETOUR W20 -IA -48 DETOUR M4 -9R-30 DETOUR ROAD CLOSED RI1-2-48 M4-IOR-48 M4 -9R-30 8 W20-5LA-48 OR DETOUR M4 -9L-30 END WORK W20 -2A-48 ALTERNATE ROAD CLOSED BEYOND DETOUR W20- I A-48 4 LANE UNDIVIDED ROADWAY CENTER LANES CLOSED NEAR INTERSECTION W4 -2R-48 R1G►IT LA'[ rftfA G20-2-60 R40-14-48 W20-5RA-48 t t 8 row W20 -IA -48 ROAD CLOSED AKA() Lrio LANE XDSED W20 -3A-48 W20-5LA-48 ROAD CLOSED AT DETOUR (OPTIONAL LANE CLOSURE) rr� •......... a.:••+r.:s �.Brs r�IFF.aMw♦ END WORK Thank you Drive Safely W20 -IA -48 620-2-60 R40-14-48 W20-5LA-48 W20-5LA-48 W20 -IA -48 W4 -2L-48 W20-5LA-48 END WORK R3-2-30 (OPTIONAL) R4 -7b-18 W20 -1A-48 7 W4 -2L-48 Thank you Drive Safely TEMPORARY YELLOW PAVEMENT MARKINGS 2' DASH 6' GAP G20-2-60 R40-14-48 4' DOUBLE YELLOW CENTERLINE W4 -2L-48 1/2LTOL W20 -1A-48 R4 -7b-18 2S SPACING WI -4R-48 W13-1-24 (35 MPH AND ABOVE) R3-2-24 (OPTIONAL) J W1 -4R-48 W13-1-24 (35 MPH AND ABOVE) wI-3R-48 *13-I-24 (30 MPH AND BELOW) R3-2-24 R4 -7b-18 (OPTIONAL) W20 -IA -48 CONTINUE AT 25 SPACING WHERE DROP-OFF EXIST NEXT TO TRAVEL WAY 2S SPACING W20 -IA -48 W20 -1A-48 R4 -7b-18 2' DASH - 6' GAP 1/2L TO L 2S SPACING t • TEMPORARY WHITE PAVEMENT w20 -1A-48 R3-2-24 (OPTIONAL) W I -4L-48 WI3-1-24 (35 MPH AND ABOVE) W I -3L-48 W13-1-24 (30 MPH AND BELOW) W I -4L-48 wl3-I-24 W13 -I-29 (35 MPH (30 i 'H AND ABOVE) AM) BELOW) R3-2-24 (OPTIONAL) W20 -1A-48 R3 -7R-30 END WORK Thank you Drive Safely C20-2-60 R40- 1'-48 tall LA* aos D Alf AU — w20-5RA-48 W1 -4L-48 w13-1-24 (35 MPH AND ABOVE) WI -3L-48 W13-1-24 (30 MPH AND BELOW) W4 -2R-48 W20 -1A-48 4 LANE UNDIVIDED ROADWAY TWO LANES CLOSED NEAR INTERSECTION END WORK Thunk you [Rive Safely G20-2-60 R40 -I4-48 END WORK W20-5RA-48 G20-2-60 R40-14-48 W20 -1A-48 J:\20598\0002\0 BURLINGTON NORTHERN RAILROAD COMPANY REPLACE BRIDGE NO. 156.42 HASTINGS, NEBRASKA F TMT 34 4(101 4) GENERAL NOTES THIS STRUCTURE IS DESIGNED IN ACCORDANCE WITH THE A.R.E.A. MANUAL FOR RAILWAY ENGINEERING (FIXED PROPERTIES) CURRENT EDITION PLUS PERTINENT REQUIREMENTS OF THE BNRR. CONSTRUCTION SPECIFICATIONS SHALL BE IN ACCORDANCE WITH THE "STATE OF NEBRASKA DEPARTMENT OF ROADS STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION" 1985. WELDING SHALL BE IN ACCORDANCE WITH THE 1988 "AMERICAN WELDING SOCIETY STRUCTURAL WELDING CODE (D1.5)" AND A.R.E.A. MODIFICATIONS. CONCRETE SHALL BE CLASS "47BD" WITH A 28 -DAY STRENGTH OF 4,000 PSI. ALL REINFORCING STEEL SHALL CONFORM TO THE REQUIREMENTS OF ASTM A615 GRADE 60, EXCEPT PIER SHAFT REINFORCING WHICH SHALL CONFORM TO THE REQUIREMENTS OF THE "STATE OF NEBRASKA DEPARTMENT OF ROADS STANDARD SPECIFICATION FOR HIGHWAY CONSTRUCTION" , 1985, SECTION 1037 AND ;'ASTM A615 GRADE 60. THE MINIMUM CLEARANCE MEASURED FROM THE FACE OF CONCRETE TO THE SURFACE OF ANY REINFORCING BAR SHALL BE 3" EXCEPT WHERE OTHERWISE NOTED. ALL EXPOSED EDGES OF CONCRETE SHALL BE CHAMFERED 3/4" . ALL CONCRETE PILING SHALL BE PRESTRESSED CONCRETE PILES, TYPE 1, WITH A 28 -DAY STRENGTH OF 5,000 PSI. ALL STEEL PILING SHALL BE ASTM A36 HP14X89 PILES, UNLESS NOTED OTHERWISE, ALL STRUCTURAL STEEL SHALL CONFORM TO THE REQUIREMENTS OF ASTM A709 GRADE 36T2. MAIN LOAD CARRY MEMBERS SHALL SATISFY A.R.E.A. CHARPY V -NOTCH (CVN) REQUIREMENTS FOR STRUCTURAL STEEL OTHER THAN FRACTURE CRITICAL MEMBERS, AND SHALL CONFORM TO THE REQUIREMENTS OF ASTM A709 GRADE 36T2. ALL BOLTED CONNECTIONS SHALL USE HIGH STRENGTH BOLTS CONFORMING TO ASTM A325 TYPE 1 OR 2, EXCEPT WHERE NOTED. BOLTS SHALL BE TIGHTENED USING THE "TURN -OF -THE -NUT" METHOD. ALL BOLTS SHALL BE 7/8" DIAMETER UNLESS NOTED OTHERWISE. ALL PAINTING SHALL BE IN ACCORDANCE WITH SECTION 713 OF THE "STATE OF NEBRASKA DEPARTMENT OF ROADS STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION", 1985, UNLESS OTHERWISE SPECIFIED IN THE SPECIAL 'PROVISIONS. ALL CONNECTION SURFACES SHALL BE PROTECTED PRIOR TO PAINTING IF A NON -CLASS "A" COATING IS USED. ABBREVIATIONS: B.F. = BACK FACE E.F. = EACH FACE F.F. = FAR FACE N.F. = NEAR FACE T.O.R. = TOP OF RAIL THE EXISTINGSTRUCTURE WAS BUILT UNDER PROJECT; NRM 169-B-1 DATED FEBRUARY, 1934. PLANS ARE AVAILABLE UPON REQUEST FROM THE BRIDGE DIVISION, NEBRASKA DEPARTMENT OF ROADS. DESIGN DATA DEAD LOAD: LIVE LOAD: 8" BALLAST MIN. COOPER ALTERNATE E80 LOADING WITH DIESEL IMPACT 0 TITLE SHEET INDEX GENERAL PLAN AND SECTION CONSTRUCTION STAGES CONSTRUCTION STAGES PILE LAYOUT AND GEOLOGY PROFILE ABUTMENT DETAILS ABUTMENT DETAILS PIER DETAILS BEAM LAYOUT BEAM DETAILS BEAM DETAILS 4 7 8 9 10 11 12 13 14 15 16 17 18 DECK DETAILS (BALLASTED STEEL) DECK WATERPROOFING DETAILS APRON PLATE DETAILS DECK WALKWAY DETAILS PEDESTRIAN RAILING (CHAIN LINK FENCE) LIGHTING DETAILS BILL OF BARS Eng ewood Butterfoo 4 araa� • 0 0 Regency D 8 h St estchester Im*erial h v 14 S Elk 12.th Ringland 4) Bo MIN St X c o ami lJniversit y �� lila � IN EMIIIIIIIIIIIII IPA 1 ' St 6th x IIII • ILI m E Irl ��■ �i�lri�ii ° �® o *3rd1611111111111111111111111���11 St •��� �� 1-� IMO2nd �'.��a��� ..�... ...�.- ire,.:-.�....�i11I lrr1'M EN stt ..I .mi ma ei o umamoraimmus co co o ,NoQ Al ••R4'4' `a' o m c � n E 0 :1i1 ii_Y St Wilson ,c- c 1111 o ElizobeFth --- St E Renae 0 a 0 PROJECT LOCATION 6 St 1 S 0 'arkWest S n Aval Brentwood r '1 4) a a 0t •• .im ngsto od F St 0 281 St Wayfai o._ en 0 n K VICINITY MAP NO SCALE s FED. ROAD REG. NO. STATE FED. AID PROJ. NO. SHEET NO. 7 NEER. F—TMT--34-4(1014) REVISIONS QUANTITIES REMOVAL OF EXISTING STRUCTURE AT STA. 8006+26.85 ABUTMENT EXCAVATION - ABUTMENT 1 PIER EXCAVATION - PIER 2 ABUTMENT EXCAVATION - ABUTMENT 3 CLASS " 47BD" CONCRETE FOR BRIDGES ABUTMENTS 610.6 CU. YD. PIER 180.0 CU. YD. LUMP SUM 1 LUMP SUM 1 LUMP SUM 1 LUMP SUM 790.6 CU. YD. REINFORCING STEEL FOR BRIDGES 48,788 LBS. ABUTMENTS 42,910 LBS. PIER 5,878 LBS. EPDXY COATED REINFORCING STEEL 11,069 LBS. PIER SHAFT ONLY 11,069 LBS. STEEL SUPERSTRUCTURE AT STA. 8006+26.85 BEAMS, DIAPHRAGMS AND BEARING PLATES EXPANSION JOINTS, BALLAST PLATES AND WALKWAYS TOTAL 524,845 136,950 661,795 LBS. LBS. LBS. 3" X9 1/2" X 12 GA. GRIP STRUT WALKWAY MAT'L 3" X24" X12 GA. GRIP STRUT WALKWAY MAT'L. CONCRETE PILING HP14x89 STEEL PILING GRANULAR BACKFILL WATERPROOFING (RAILROAD) DECK DRAINAGE SYSTEM * BALLAST TEST PILE (CONCRETE) TEST PILE (STEEL) STEEL SHEET PILE TEMPORARY BALLAST RETAINER TEMPORARY BRACING PEDESTRIAN RAILING (CHAIN LINK TYPE) 199 * QUANTITY OF BALLAST TO BE PROVIDED. AS PART OF THE BRIDGE CONSTRUCTION IS CALCULATED WITH AN 8" DEPTH ON THE BALLAST PAN. 199 199 1,200 5,600 625 4304 1 98 1 2 2419 162 2 LUMP SUM LIN. FT. LIN. FT. LIN. FT. LIN. FT. CU. YD. SQ. FT. EACH CU. YD. EACH EACH SQ. FT. LIN. FT. EACH LIN. FT. STANDARD PLANS FOR DETAILS OF CONCRETE PILING, SEE STANDARD PLAN 617-R3. NEBRASKA DEPARTMENT OF ROADS BRIDGE DIVISION STATE RD. B.N.R.R. OVER U.S. 34 (BURLINGTON AVE.) SKEW 3'49'40.4" HIGHWAY NO. U.S. 34 DESIGN ALTERNATE E80 REF. POST 209+67 STA. 8006+26.85 BNRR COUNTY ADAMS 111+12.69 U.S. 34 BURLINGTON NORTHERN RAILROAD COMPANY 2 - 47'-2" SPANS STEEL PAN BALLAST DECK SIMPLE SPAN BEAM BRIDGE LINCOLN TO MCCOOK BRIDGE 156.42 TITLE SHEET AUTH: 95 - BRIDGE ENGINEERING APPROVED: I LINE SEG.: CHIEF ENGINEER OF STRUCTURES 0002 FORT WORTH, TX. HNTB DESIGNED BY DLM/JWH DETAILED BY BCN BRIDGE ENGINEER CHECKED BY DLM DATE 5 94 PROJECT NUMBER F -TMT -34-4(1014) SPECIAL PLAN NO. 0002--156.42 01 18 WEST TO McCOOK EAST TO LINCOLN 93,-5" BRG. ABUT. STA. 8006+73.56 T.O.R ELEV. 1934.29 TOP OF RAIL TOP OF TIE SURED ALONG LOW STEEL NEW STRUCTURE -4- MEASURED NORMAL TO BURLINGTON AVE. 5' —0" BRG-. ABUT. 3 8007 00 0 u) u) 0 W\20598\0002\0 10' — 0" SIDEWALK 0'—O 1/2"± LOW STEEL EXISTING STRUCTURE E PIER 2 STA. 8006+26.85 T.O.R. ELEV. 1934.12 +0.36% ELEV. 1912.04 F 4' —0" 3' —0" T 200 z MAINLINE 1 TRACK _ BRG. ABUT. 1 STA. 8005+80.14 T.O.R. ELEV. 1933.95 fEH .00a0^00 BURLINGTON AVENUE (STAGE 3 CONSTRUCTION) (BY OTHERS) 32'—O" 3'-9"± BURLINGTON AVE. 32' — 0" 2'—O" 2'—O" SURF. SHLDR. SURF. .SHLDR. SECTION TAKEN ALONG c_ MAINLINE 1 TRACK SCALE: 1" =10'-0" EXISTING STRUCTURE TO BE REMOVED (SEE SHEETS 3 & 4) c, BURLINGTON AVE. 10' — 0" SIDEWALK 5' —0" BRG. ABUT. M.S.E. WALL, (TIP.) 1 46'-8 1/2" 93' —5" EELS S CAF BENCHMARK USGS PLAN SCALE: 1" = 10' — 0" 46'-8 1/2" 5' CHAIN LINK FENCE (TYP.) W33x241 STEEL BEAM OUT TO OUT FED. ROAD REG. NO. STATE FED. AID PROJ. NO. SHEET NO. 7 NEBR. F—TMT-34-4(10 4) 2 REVISIONS 49'-2" Q, TRACK —7" MAINLINE 1 TRACK 15'-0" TRACK 9'— TOP OF BARRIER TOP OF ROADWAY l' —1" 1 1" Ast% rt" I I t! 1' 4 s 4 v , 4 - ....... , 1 I umum I t I I, ii 1 MAINLINE 1 TRACK 1 1 I i u1 t1 I, 1 li 1 t I i t 1 ) I 1 8006 ! S86 3208 "W i -0. t t I tl 1 1 I t, , I 1; I , t ' 1 II 1 1 ! t 11 1 t 1 J, i 1 1 STA 8006+26.85 BNRR I1 = I szr , t MAIIIILINI E 1= 1 ! ; STA. 111+12.69 c_ BURLINGTO AVE. 1 i1 1 1 1 t =42-0" =42-10" 8" MIN, =4_1 NIIIIIIIIIIIIIIIIIIIEMIIMIIIIIMIIIIMIIIIEIIIII limimmimummo 1 I MEM GRADE 1 46'-8 1/2" 93' —5" EELS S CAF BENCHMARK USGS PLAN SCALE: 1" = 10' — 0" 46'-8 1/2" 5' CHAIN LINK FENCE (TYP.) W33x241 STEEL BEAM OUT TO OUT FED. ROAD REG. NO. STATE FED. AID PROJ. NO. SHEET NO. 7 NEBR. F—TMT-34-4(10 4) 2 REVISIONS 49'-2" Q, TRACK —7" MAINLINE 1 TRACK 15'-0" TRACK 9'— TOP OF BARRIER TOP OF ROADWAY l' —1" 1 1" Ast% rt" I I t! 1' 4 STA. 8007 EL. 1934 FRACT,URED FIN FORM LINER WITH 2" (MAX.) VERTICAL RUSTICATION PATTERN (ALL AROUND) 00,00 STA. 3005+68.30 EL. 1933.84 0.36% UPSTATION (WEST TO McCOOK) TOP OF RAIL PROFILE - BNRR MAINLINE 1 * BENCH MARK TO BE RELOCATED, BY USGS, PRIOR TO DEMOLITION. TYPICAL SECTION SCALE: 1/4" =1'-0" STA 8006+26.85 BNRR MAINLINE 1 STA. 111+12.69 BURLINGTON AVE. PROFILE U.S. 34 (BURUNGTON AVE.) (LOOKING WEST) NEBRASKA DEPARTMENT OF ROADS BRIDGE DIVISION STATE RD. B.N.R.R. OVER U.S. 34 (BURLINGTON AVE.) SKEW 349'40.4 HIGHWAY NO. U.S. 34 REF. POST 209+67 DESIGN ALTERNATE E80 STA. 8006+26.85 BNRR COUNTY ADAMS 111+12.69 U.S. 34 2,2 BURLINGTON NORTHERN RAILROAD COMPANY AUTH: 95— BRIDGE ENGINEERING APPROVED: 1 LINE SEG.: 2 — 47'-2" SPANS STEEL PAN BALLAST DECK — SIMPLE SPAN BEAM BRIDGE LINCOLN TO MCCOOK BRIDGE 156.42 GENERAL PLAN AND SECTION A$5T CHIEF ENGINEER OF STRucniRES 0002 FORT WORTH, TX. HNTB DESIGNED BY JWH/DLM DETAILED BY BCN CHECKED BY DLM DATE 2-95 BRIDGE ENGINEER PROJECT NUMBER F—TMT-34-4 014) SPECIAL PLAN NO. 0002-156.42-02 s 4 v 4 w W L—.) 4 W 4—l.) 4 %if; Z —UL V Z -D Z 470 L -U. Z 9 2'—U =42-0" =42-0" =42-10" 8" MIN, =4_1 .1 =40" PROFILE 1 AT T.O.R. GRADE =4'-10" LINE =4'.-0" =4'—.0" BALLAST I , 111L— III— —— — —— -- ,.. STA. 8007 EL. 1934 FRACT,URED FIN FORM LINER WITH 2" (MAX.) VERTICAL RUSTICATION PATTERN (ALL AROUND) 00,00 STA. 3005+68.30 EL. 1933.84 0.36% UPSTATION (WEST TO McCOOK) TOP OF RAIL PROFILE - BNRR MAINLINE 1 * BENCH MARK TO BE RELOCATED, BY USGS, PRIOR TO DEMOLITION. TYPICAL SECTION SCALE: 1/4" =1'-0" STA 8006+26.85 BNRR MAINLINE 1 STA. 111+12.69 BURLINGTON AVE. PROFILE U.S. 34 (BURUNGTON AVE.) (LOOKING WEST) NEBRASKA DEPARTMENT OF ROADS BRIDGE DIVISION STATE RD. B.N.R.R. OVER U.S. 34 (BURLINGTON AVE.) SKEW 349'40.4 HIGHWAY NO. U.S. 34 REF. POST 209+67 DESIGN ALTERNATE E80 STA. 8006+26.85 BNRR COUNTY ADAMS 111+12.69 U.S. 34 2,2 BURLINGTON NORTHERN RAILROAD COMPANY AUTH: 95— BRIDGE ENGINEERING APPROVED: 1 LINE SEG.: 2 — 47'-2" SPANS STEEL PAN BALLAST DECK — SIMPLE SPAN BEAM BRIDGE LINCOLN TO MCCOOK BRIDGE 156.42 GENERAL PLAN AND SECTION A$5T CHIEF ENGINEER OF STRucniRES 0002 FORT WORTH, TX. HNTB DESIGNED BY JWH/DLM DETAILED BY BCN CHECKED BY DLM DATE 2-95 BRIDGE ENGINEER PROJECT NUMBER F—TMT-34-4 014) SPECIAL PLAN NO. 0002-156.42-02 0 "20598\0002\0 76'-0" 45'-2 1/4" 30' -9 3/4" PORTION OF EXISTING STRUCTURE TO BE REMOVED IN STAGE 1 CONSTRUCTION CUT INE OF EXISTING STRUCTURE MAINLINE 1 TRACK NEW STRUCTURE AND q_ MAIN TRACK EXISTING STRUCTURE EXISTING BRIDGE SHOOFLY SHOOFLY 1 L. TEMPORARY BRACING, SEE DETAIL ON THIS SHEET. 35' ± L }» BRG. ABUT. 3 4.1 SHEET PILE 8007 2'- I 9'-10" 7-1 f 1 -1 E T E T r- 7 r t E T t 1 t 1 I 1_ fi t— r—I —t LJ 1.-„J Lal d L 1-� 8'-0" ELEVATION NO SCALE (LOOKING WEST) NOTE: DIMENSIONS ARE NORMAL TO TRACK. • 1 1 l OUTLINE OF EXISTING 1 STRUCTURE it i-� 1- z Q z 0 I z w 1— m 0 m a® SHEET PILE STAGING NOTES: N) 0 c_ PIER 2 BURLINGTON AVENUE 1 � 1 S86'32'08.1" W AINLINE TRACK 46' -8 1/2" STA. CONSTRUCTIbIN JOINTS' I1 8006 Q BRG. ABUT. frb CONTRACTOR SHALL FIELD VERIFY DIMENSION PRIOR TO FABRICATION OF TEMPORARY BRACING. 006+26.85 BNRR MAINLINE 1= 11+12.69 C BURLINGTO AVE. 46' -8 1 /2" __� LIMITS OF SHEET PILING TO BE PLACED DURING STEP 2 OF STAGE 1 CONSTRUCTION, SEE STEP 2 STAGE 2 FOR REMOVAL PORTION OF STAGE 1 SHEET PILING TO REMAIN FOR STAGE 2 CONSTRUCTION. LIMITS OF ADDITIONAL SHEET PILING REQUIRED AFTER STAGE 1 ABUTMENT CONCRETE HAS CURED. 1 j93'-5" PLAN SCALE: 1" =10' -0" EXISTING BRDG. 24'-8" c. MAINLINE 1 TRACK NEW STRUCTURE AND Q. MAIN TRACK EXISTING STRUCTURE 17' -0 1 /4" '-8 1/4" I III NIMINIMM rm r -I rn r r, --4r- -4- TEMPORARY 4 - TEMPORARY 8" x16" TIMBER WATERPROOFING MATERIAL BALLAST PAN --�,- --1r- NEW STRUCTURE NOTE: CLEAN BEARING AREA FOR TEMPORARY BALLAST RETAINER ON EXISTING DECK. 3/4"0 x 20" HOOK BOLT 4'-0" SPACING (TVP.) W/SPRINGLOCK WASHER AND LOCK NUT. 3/4" x 18" x 1'-6" TOP AND BOTTOM) R 3/4" x 8" x (EACH SIDE) It 3/4" NOTES: STAGING DIMENSIONS SHOWN ARE NORMAL TO Q. TRACK. DIMENSIONS AND INFORMATION SHOWN ARE TYPICAL UNLESS NOTED OTHERWISE. SUBSTRUCTURE STAGING IS SHOWN FOR ABUTMENTS. FOR DIMENSIONS OF PIER 2 STAGING REFER TO PLAN VIEW THIS SHEET AND SEE SHEET 8. STEEL BEAM TEMPORARY BALLAST RETAINER SCALE: 1" = 1'-0" 18" x 5'-4 1/2" SECTION A -A TEMPORARY BRACING DETAIL SCALE: 1" = 1'-0" FED. ROAD REG. NO. STATE FED. AID PROD. NO. SHEET NO. 7 NEBR. F -TMT -34-4(1014) 3 REVISIONS PLACE TEMPORARY 8" x16" TIMBER BALLAST RETAINER FOR CONNECTION SEE DETAIL ON THIS SHEET. Q. SHOOFLY SHOOFLY r El rn El El El --t 1--- 1 -t -t- t- t- 1 1--„J LJ I -a1 STAGE 1 NO SCALE DIMENSIONS ARE NORMAL TO TRACK. STAGE 1 CONSTRUCTION: El ET El ET ET r-1 t- r—I —t rt 1 1-1 r -t' 1 1 L -Q1 SHEET PILE - TEMPORARY RETAINING WALL 0 CONTINUOUS (.) 0 CLOSE BURLINGTON AVENUE TO THROUGH TRAFFIC. 02 DRIVE TEMPORARY SHEET PILIING AT LOCATIONS INDICATED. PLACE TIE -BACKS FOR STAGE 1 CONSTRUCTION THAT WILL BE UNDER SHOO -FLY TRACKS. 0 CONSTRUCT SHOO -FLYS FOR MAINLINE 1 AND MAINLINE 2 TRACKS ACCORDING TO THE ALIGNMENT SHOWN ON SHOO -FLY LAYOUT SHEETS, (BY OTHERS). PLACE TEMPORARY BRACE AT EACH ABUTMENT AS SHOWN; FULLY GROUT TOP AND BOTTOM OF BRACE. 04 REROUTE RAIL TRAFFIC ONTO SHOO -FLY TRACKS, (BY OTHERS). 05 REMOVE PORTIONS OF EXISTING SUPERSTRUCTURE AND SUBSTRUCTURE, AS DETAILED, FOR STAGE 1 CONSTRUCTION. 06 EXCAVATE AS REQUIRED TO CONSTRUCT THE PORTION OF THE NEW SUB- STRUCTURE AS SHOWN FOR STAGE 1 CONSTRUCTION. 0 CONSTRUCT THE STAGE 1 PORTIONS OF THE NEW ABUTMENTS AND PIER AS DETAILED. BACKFILL PIER EXCAVATION. 08 CONSTRUCT THE STAGE 1 PORTIONS OF THE NEW SUPERSTRUCTURE, IN- CLUDING BEARINGS, BEAM ASSEMBLIES, BALLAST PANS, WATERPROOFING, HAND- RAILS AND WALKWAYS AS DETAILED. 0 BACKFILL BEHIND NEW ABUTMENTS AND ALONG SHEET PILING. PLACE ADDITIONAL SHEET PILING AS INDICATED BY STEP Q OF SHEET PILE STAGING. PLACE TIE -BACKS FOR STAGE 2 CONSTRUCTION. (11) PLACE BALLAST, TIES, TRACK, ETC. ON THE STAGE 1 PORTION OF THE NEW BRIDGE, (BY OTHERS). 11 REROUTE RAIL TRAFFIC ONTO THE STAGE 1 PORTION OF NEW BRIDGE, (BY OTHERS). NEBRASKA DEPARTMENT OF ROADS BRIDGE DIVISION STATE RD. B.N.R.R. OVER U.S HIGHWAY NO. U.S. 34 REF. POST 209+67 COUNTY ADAMS . 34 (BURLINGTON AVE.) SKEW 3'49'40.4" DESIGN ALTERNATE E80 STA. 8006+26.85 BNRR = 111+12.69 U.S. 34 aarBURLINGTON NORTHERN RAILROAD COMPANY 2 - 47'-2" SPANS STEEL PAN BALLAST DECK - SIMPLE SPAN BEAM BRIDGE LINCOLN TO MCCOOK BRIDGE 156.42 CONSTRUCTION STAGES AUTH: 95 - BRIDGE ENGINEERING APPROVED: I LINE SEG.: 0002 CHIEF ENGINEER OF STRUCTURES FORT WORTH, TX. HNTB DESIGNED BY JWH/DLM DETAILED BY BCN BRIDGE ENGINEER CHECKED BY DLM DATE 2 /95 PROJECT NUMBER F' -TMT -34-4(1014) SPECIAL PLAN NO. 0002-156.42-03 MAINLINE 1 TRACK NEW STRUCTURE AND q_ MAIN TRACK EXISTING STRUCTURE 24' -2" 8'-8 1/4" 5'-5 3/4" r4" -8 3/8" r�1 15'-3 1/2" NEW STRUCTURE STAGE 2 NO SCALE (LOOKING WEST NORMAL TO TRACK) NOTE: DIMENSIONS NORMAL TO TRACK SHOOF SHOOFLY STAGE 2 CONSTRUCTION: ® BURLINGTON AVENUE REMAINS CLOSED TO TRAFFIC. ® REMOVE TIE -BACKS FOR STAGE 1 CONSTRUCTION AT TEMPORARY SHEET PILING. LEAVE SHEET PILE TO ALLOW ABUTMENT CONSTRUCTION AND SUPPORT FOR RELOCATED TRACKS. REMOVE PORTION OF STAGE 1 SHEET PILING AS REQUIRED FOR STAGE 2 CONSTRUCTION. SEE SHEET 3 FOR DETAILS. ® REMOVE PORTIONS OF EXISTING SUPERSTRUCTURE AND SUBSTRUCTURE, AS DETAILED FOR STAGE 2 CONSTRUCTION. ® EXCAVATE AS REQUIRED TO CONSTRUCT THE PORTION OF THE NEW SUBSTRUCTURE AS SHOWN FOR STAGE 2 CONSTRUCTION. ® CONSTRUCT THE STAGE 2 PORTIONS OF THE NEW ABUTMENTS AND PIER AS DETAILED. BACKFILL PIER EXCAVATION. ® CONSTRUCT THE STAGE 2 PORTION OF THE NEW SUPERSTRUCTURE, INCLUDING BEARINGS, BEAM ASSEMBLIES, BALLAST PANS, WATERPROOFING, HANDRAILS AND WALKWAYS, AS DETAILED. BACKFILL ABUTMENTS, STAGE 2, AND REMOVE SHORING FROM STAGE 1. SEE SHEET .3 FOR DETAILS. ®7 PLACE BALLAST, TIES, TRACK, ETC. ON STAGE 2 PORTION OF THE NEW BRIDGE, (BY OTHERS). REMOVE TEMPORARY BALLAST RETAINER FROM STAGE 1 CONSTRUCTION. ® OPEN ALL THREE NEW TRACKS TO RAIL TRAFFIC, (BY OT HERS). BRG. ABUT. 3 STA. 8006+73.56 TOP OF RAIL Q. PIER 2 STA. 8006+26.85 FED. ROAD REG. NO. STATE - FED. AID PROJ. NO. SHEET NO. 7 NEBR. F -TMT -34-4(1014) 4 REVISIONS BRG. ABUT. 1 STA. 8005+80.14 NOTES: STAGE 3 NO SCALE c. BURLINGTON AVE. STAGE 3 CONSTRUCTION (BY OTHERS): ® COMPLETE BURLINGTON AVENUE CONSTRUCTION. 0 CONSTRUCT GUARDRAIL AROUND NEW PIER. ® OPEN BURLINGTON AVENUE TO TRAFFIC. STAGING DIMENSIONS SHOWN ARE NORMAL TO . TRACK. DIMENSIONS AND INFORMATION SHOWN ARE TYPICAL UNLESS NOTED OTHERWISE, SUBSTRUCTURE STAGING IS SHOWN FOR ABUTMENTS. FOR DIMENSIONS OF PIER 2 STAGING, SEE SHEET 3 AND SHEET 8. -.--+--,�- NEBRASKA DEPARTMENT OF ROADS BRIDGE DIVISION STATE RD. B.N.R.R. OVER U.S. 34 (BURLINGTON AVE.) SKEW 3`49'40.4" HIGHWAY NO. U.S. 34 DESIGN ALTERNATE E80 REF. POST 209+67 STA. 8006+26.85 BNRR = COUNTY ADAMS 111+12.69 U.S. 34 aorBURLINGTON NORTHERN RAILROAD COMPANY 2 - 47'-2" SPANS STEEL PAN BALLAST DECK -- SIMPLE SPAN BEAM BRIDGE LINCOLN TO MCCOOK BRIDGE 156.42 CONSTRUCTION STAGES AUTH: 95 - LINE SEG.: BRIDGE ENGINEERING APPROVED: ASST. CHIEF ENGINEER OF STRUCTURES 0002 FORT WORTH, TX. HNTB DESIGNED BY JWH/DLM DETAILED BY BCN BRIDGE ENGINEER CHECKED BY DLM DATE 2/95 PROJECT NUMBER F -TMT -34-4(1014) SPECIAL PLAN NO. 0002-156.42-04 -,‘ �J 0 ("s4 0 L() 0 cs,,1 0 0 0 w) CNJ HOLE NO. 002 STA. 111+57 52' LT. TEST PILE BRG. ABUT. 3 CONCRETE PILE, (TYP. AT PIER) PE 1 34 27 4 3L 28 6 17 4 I i:0 361 29i 18i to 0_ I 9j 8006+50 0 co 0 2 31 OA PIER 2 BRG. ABUT. HOLE NO. 003 STA. 111+51 24' RT. 22 7 9 2 3 .22 we MS 4 39 NJ 1 •'i < to a. Q11 (f) 1 (t) 1 6 STA. 8006+73.56 1 15 2-8141-441-44-144 161 I 291T1 TEST PILE 30 @ }41 1.11 2 9 r") ° NJ i 44, 32 (i) 8006 TEST PILE 91 I (4 rn (C)2 1 6 STA. 8006+26.85 N 3-7174 < H 247.1 u) 381.1iI 13 ! ii Q_ 1 6 39H H ; 26 7 STA. 8005+80.14 PILE LAYOUT SCALE: 1" =10'-0" NOTES: THE BORINGS, AS LOGGED ON THE PLANS, REPRESENT THE CHARACTER OF THE SUBSOIL AT THE LOCATIONS INDICATED. NO GUARANTEE IS MADE THAT THE SUBSOIL CONDITIONS VARY UNIFORMLY BETWEEN OR OUTSIDE THE GIVEN LOCATIONS. FIGURES BESIDE THE COLUMN OF BORINGS INDICATE THE NUMBER OF BLOWS REQUIRED TO DRIVE A STANDARD PENETROMETER OF 2" 0.0. THE SECOND AND THIRD SIX INCHES USING A 140 -POUND WEIGHT FALLING 30 INCHES IN ACCORD ANCE WITH A.S.T.M. D1586 PROCEDURES. DIMENSIONS SHOWN ARE MEASURED AT THE BOTTOM OF FOOTING. 1940 1930 1920 1910 1900 1890 1880 1870 860 1850 1840 TOP OF RAIL 2 BRG. ABUT. 3 STA. 8006+73.56 T.O.R. ELEV. 1934.29 2 3 2 3 0-1 7 10 9-13 6-10 4-7 9-14 6 6 7 9 — 5 5 7 6 6 1 5 8-13 HOLE NO. 002 STA. 1.11+57 52' LT C, PIER 2 STA. 8006+26.85 T.O.R. ELEV. 1934.12 2 2-4 40 14 HP14X89 STEEL PILE (TYP. AT ABUTMENTS) BRG. ABUT. 1 GEOLOGY PROFILE SCALE: 1" =10'-O" 2-3 7-8 2-2 3-4 — 3-5 9-13 6-9 7 7 — 2 2 — 5 - 7 6-7 HOLE NO. 003 STA. 111+51 24' RT. STA. 8005+80.14 T.O.R. ELEV. 1933.95 7] 1940 1930 1920 1910 1900 1890 1880 1870 1860 1850 1840 BNRR MAINLINE 1 TRACK FED. ROAD REG.. NO. STATE FED. AID PROJ. NO. SHEET NO. 7 NEBR. F—TMT— 34— 4(1014) 5 REVISIONS TEST PILE LOCATION PILE NUMBER PILE CUT-OFF ELEVATION ORDER LENGTH (FEET) PILE TYPE DESIGN PILE BEARING (TONS/PILE) ABUT. 1 4 1910.85 80 HP14X89 59 PIER 2 12 1906.98 60 CONCRETE 60 ABUT. 3 37 1911.19 80 HP14X89 59 CONCRETE 60 ABUT, 3 1-36, 38-40 1911.19 70 HP14X89 59 PILE DATA LOCATION PILE NUMBER PILE CUT-OFF ELEVATION TENTATIVE IN. PENET. B LOW CUT 0 F EL .(FED) EE TENT. ORDER LENGTH FINAL MIN. PENET. BELOW CUT- OFF ELEV. (FEET) FINAL ORDER LENGTH (FEET) PILE TYPE DESIGN PILE BEARING (TONS/PILE) ABUT. 1 1-3, 5-40 1910.85 70 . HP14X89 59 PIER 2 11, 13-17 1906.98 50 CONCRETE 60 ABUT, 3 1-36, 38-40 1911.19 70 HP14X89 59 NOTE: PILE ORDER LENGTHS, WITH THE EXCEPTION OF THOSE SHOWN FOR THE TEST PILES ARE TENTATIVE. THE FINAL ORDER LENGTHS SHALL BE BASED ON RESULTS OBTAINED .FROM TEST PILE DRIVING. THE DRIVING OF THE TEST PILES WILL BE MONITORED WITH A PILE DRIVING ANALYZER. FINAL ORDER LENGTHS WILL BE PROVIDED BY THE ENGINEER TO THE CONTRACTOR WITHIN THREE (3) WORKING DAYS AFTER THE TEST PILE DRIVING ARE COMPLETE. SEE SPECIAL PROVISIONS FOR ADDITIONAL INFORMATION REGARDING TEST PILES. CLAY, SILTY SAND, VERY FINE, SILTY, CLAYEY, CEMENTED CLAY FILL: TOPSOIL, SILT AND CLAY SILT, VERY CLAYEY CLAY, VERY SILTY SAND, VERY FINE, SILTY E 1/200)(0)-10" EACH FLANGE STEEL "H" PILE 1 -ft 1/2x8x0'-8" PILE SPLICE BEVEL WEB AND FLANGE OF UPPER SECTION AS REQUIRED FOR BUTT WELD. NOTE: CONTRACTOR MAY USE EQUIVALENT PREMANUFACTURED PILE SPLICE. NEBRASKA DEPARTMENT OF ROADS BRIDGE DIVISION STATE RD. B.N.R.R. OVER U.S. 34 (BURLINGTON AVE.) SKEW 3'49'40.4" HIGHWAY NO. U.S. 34 DESIGN ALTERNATE E80 REF. POST 209+67 STA. 8006+26.85 BNRR COUNTY ADAMS 111+12.69 U.S. 34 41=1 BURLINGTON NORTHERN RAILROAD COMPANY 2 - 4.7'-2" SPANS STEEL PAN BALLAST DECK - SIMPLE SPAN BEAM BRIDGE LINCOLN TO MCCOOK BRIDGE 156.42 PILE LAYOUT AND GEOLOGY PROFILE AUTH: 95— 1 LINE SEG,: 0002 BRIDGE ENGINEERING APPROVED: CHIEF ENGINEER OF STRUCTURES FORT WORTH, TX. HN1TE3 DESIGNED BY JWS/JWH DETAILED BY BCN BRIDGE ENGINEER CHECKED BY DLM DATE 2 PROJECT NUMBER F -TMT -34-4(10 4) SPECIAL PLAN NO. 0002-156.42-05 ABUT. 3 ABUT. 49' - I I STAGE 1 CONSTRUCTION STAGE 2 CONSTRUCTION 24'-7 3/8" 8 1/2" TR ACK AND . BEAM GROUP STRUCTURE AND MAINLINE 1 TRACK BOTTOM OF /- BACKWALL c -N 16'-O 1/8" ABUT. 3 Q_ TRACK AND c. BEAM GROUP Q., FILL BEAM 6'10' 9 TYP. TOP OF BACKWALL FILL BEAM 4" -2" 114" 4" 1/2" x15" x 2'-7" BRG. PAD. SEE DETAIL ON THIS SHEET, ABUT. 9'- 8 ® ®©®®O® © 1/2" x15" x2'-3 7/8" BRG, PAD SEE DETAIL THIS SHEET 15' -0 3/8" © 6'-3 1/2" C) C) 6'-3 1/2" ABUT. 3 ABUT. 1 15'-O 3/8" TYP TYP, 9'-8 /4" M.S.E. WALL PANEL (TYP.) FIX. BRG. ABUT. 3 Q_ EXP. BRG. ABUT. 1 FOR BEAM SPACING, SEE BEAM LAYOUT ON SHEET 9 ABUT. 3 8 1/4" 15' 10 7/8" 8' 9 3/4" 24'--7 3/8" 9' - STAGE 2 CONSTRUCTION STAGE 1 CONSTRUCTION 2" DIA. CONDUIT IN BACKWALL FOR UNDERPASS LIGHTING, (REQ'D AT ABUTMENT 1 ONLY) SEE SHEET 17 FOR DETAILS LOCATION OF ABUT. 1 CONST. JT. 4" ELEV. 1933.67 (ABUT. 3) I B ELEV. 1933.34 (ABUT. 1) ELEV. 1929.12 (ABUT. 3) PLAN SCALE: 1/4" =1' -0" 42' 0" 4 3/4" 4", TY P 4 *4 67-A803 @ 6" F.F. ELEV. 1932.28 (ABUT. 3 AND 34-A507 @ 12" ELEV. 1931.94 ABUT. 3-A502 E.F. • 32-A803 @ 6" F.F. AND 16-A507 @ 12" 2'' x 6" x 3 0" KEYED CONST JT. ELEV. 1928.78 (ABUT. 1) FRACTURED FIN FORM LINER WITH 2" (MAX.) VERT. RUSTICATION PATTERN. (EXTEND AROUND SIDES OF ABUTMENTS TO FACE OF M.S.E. WALL). ELEV. 1918.85 (TYP.) 67-A506 6" N.F. r 2'-6" LAP #5 BARS '-4 3/4" ABUT. 1 SEE ABUTMENT REINFORCEMENT DETAIL ON THIS SHEET. ko 2' ft LL. 1.1.1 tr) 6"0 PERFORATED PVC ELEV. 1915.19 ABUT. 3) ELEV. 1914.85 (ABUT. 1) ELEV, 1910.19 (ABUT. 3) ELEV. 1909.85 (ABUT. 1) 1/8" /FT. 67-A802 @ 6" N.F. 0 u) 3-A503 E.F. 32-A506 @ 6" N.F. 2"x1' -0"x 13' -6" KEYED CONST. 32-A802 6" N.F. 3'-O" LAP,__ #6 TOP BAR z rFOR A508, A509 & A510 BARS, SEE Lr) SECTION B -B Lo ON SHEET 7 S (TYP. EACH < END) • TYP. 7 2' 0" A501 A801 14-A601 14-A603 - rrn rn r 3" TYP. 4-A401 r 2" x1 0" x 12'-O" KEYED CONST. JT. 28-A501 BTWN. PILES 2' -1" LAP 1.1 #6 BARS -1 1- 1 14 A604 36-A801 @ 12" (ABOVE PILES) ELEVATION SCALE: 1/4" =1' -0" 34'-8" STAGE 1 CONSTRUCTION 1'-6" LAP 3" TYP. #4 BARS 15-A501 BTWN. PILES AS SHOWN 16-A801 @ 12" (ABOVE PILES) 1.1 r4h 15'-4" - STAGE 2 6 SPA. @ 7' -8" = 46' -0" . TRACK 14-A602 14-A402 " CLR. MIN. T-0" BRG. 2'-O" 1— —f r --r "MI L — — _ —.L.- OW 1 IMO — — -+- air e) N .CNJ s -- CD N MO. —J.— 1 .. J.. — Q PILE, TYP. 24' 11 3/8" 9' -8 5/8" 12 SPA. @ 3' 0" = 46'-O" 2'-O" FOOTING PLAN SCALE: 1 /4" = 1 ' 0 `L'() 0 ---111104 TOP OF BACKWALL 011•••• 1••••••I *WM 1,00••••. 011111.01111 .11110111% M.S.E. WALL PANEL EDGE OF ABUTMENT M.S.E. WALL CONNECTION SCALE: 1" =1'-0" 6'-3 1/2" Q. BEAM GROUP 6'-3 1/2" 1/2" x 15" x 12'-7" URETHANE PAD Q. PAD AND Q. BRG. 12' - ff Q. 1 7/8" 0 HOLES 2 1/2" 12'-7" URETHANE PAD AT BEAM GROUP 3 REQ'D. PER ABUT.: DUROMETER 70 4-A502 WITH 1-A504 N.F. AND 1 -A505 F.F. (END OF ABUT.) 4-A503 WITH 1 -A504 N.F. AND 1 -A505 F.F. (END OF ABUT.) 1-A515 1 A517 A513 -A514 /ow • BEARING PAD DETAILS SCALE: 1/2" =1'-0" 4 -A516 -A512 3-A51 1 ABUTMENT REINFORCEMENT DETAIL SCALE: 1/2" =1' -0" FED. ROAD REG. NO. STATE FED. AID PROJ. NO. SHEET NO. 7 NEBR. F -TMT -34-4(1014) 6 REVISIONS 2" CLR. • • Pt' .dh • 3 *4114...—• 2" CLR. • • . 2" KEYED CONSTRUCTION JOINT DETAIL SCALE: 1" =1'-0" Q. FILL BEAM 1 15/16" 1/2" x 15" x 2'-3 7/8" URETHANE PAD PAD AND BRG. Q. 1 7/8" 0 HOLES URETHANE PAD AT, FILL BEAM 2 REQ'D. PER ABUT.: DUROMETER 70 FORM LINER FINISH 1 PATTERN DESIGNATION \ GREENSTREAK PLASTIC PRODUCTS COMPANY ---- -1 • 4- SYMONS CORP. I - ' k 4" 1/2" x15" x 2'-7" BRG. PAD. SEE DETAIL ON THIS SHEET, ABUT. 9'- 8 ® ®©®®O® © 1/2" x15" x2'-3 7/8" BRG, PAD SEE DETAIL THIS SHEET 15' -0 3/8" © 6'-3 1/2" C) C) 6'-3 1/2" ABUT. 3 ABUT. 1 15'-O 3/8" TYP TYP, 9'-8 /4" M.S.E. WALL PANEL (TYP.) FIX. BRG. ABUT. 3 Q_ EXP. BRG. ABUT. 1 FOR BEAM SPACING, SEE BEAM LAYOUT ON SHEET 9 ABUT. 3 8 1/4" 15' 10 7/8" 8' 9 3/4" 24'--7 3/8" 9' - STAGE 2 CONSTRUCTION STAGE 1 CONSTRUCTION 2" DIA. CONDUIT IN BACKWALL FOR UNDERPASS LIGHTING, (REQ'D AT ABUTMENT 1 ONLY) SEE SHEET 17 FOR DETAILS LOCATION OF ABUT. 1 CONST. JT. 4" ELEV. 1933.67 (ABUT. 3) I B ELEV. 1933.34 (ABUT. 1) ELEV. 1929.12 (ABUT. 3) PLAN SCALE: 1/4" =1' -0" 42' 0" 4 3/4" 4", TY P 4 *4 67-A803 @ 6" F.F. ELEV. 1932.28 (ABUT. 3 AND 34-A507 @ 12" ELEV. 1931.94 ABUT. 3-A502 E.F. • 32-A803 @ 6" F.F. AND 16-A507 @ 12" 2'' x 6" x 3 0" KEYED CONST JT. ELEV. 1928.78 (ABUT. 1) FRACTURED FIN FORM LINER WITH 2" (MAX.) VERT. RUSTICATION PATTERN. (EXTEND AROUND SIDES OF ABUTMENTS TO FACE OF M.S.E. WALL). ELEV. 1918.85 (TYP.) 67-A506 6" N.F. r 2'-6" LAP #5 BARS '-4 3/4" ABUT. 1 SEE ABUTMENT REINFORCEMENT DETAIL ON THIS SHEET. ko 2' ft LL. 1.1.1 tr) 6"0 PERFORATED PVC ELEV. 1915.19 ABUT. 3) ELEV. 1914.85 (ABUT. 1) ELEV, 1910.19 (ABUT. 3) ELEV. 1909.85 (ABUT. 1) 1/8" /FT. 67-A802 @ 6" N.F. 0 u) 3-A503 E.F. 32-A506 @ 6" N.F. 2"x1' -0"x 13' -6" KEYED CONST. 32-A802 6" N.F. 3'-O" LAP,__ #6 TOP BAR z rFOR A508, A509 & A510 BARS, SEE Lr) SECTION B -B Lo ON SHEET 7 S (TYP. EACH < END) • TYP. 7 2' 0" A501 A801 14-A601 14-A603 - rrn rn r 3" TYP. 4-A401 r 2" x1 0" x 12'-O" KEYED CONST. JT. 28-A501 BTWN. PILES 2' -1" LAP 1.1 #6 BARS -1 1- 1 14 A604 36-A801 @ 12" (ABOVE PILES) ELEVATION SCALE: 1/4" =1' -0" 34'-8" STAGE 1 CONSTRUCTION 1'-6" LAP 3" TYP. #4 BARS 15-A501 BTWN. PILES AS SHOWN 16-A801 @ 12" (ABOVE PILES) 1.1 r4h 15'-4" - STAGE 2 6 SPA. @ 7' -8" = 46' -0" . TRACK 14-A602 14-A402 " CLR. MIN. T-0" BRG. 2'-O" 1— —f r --r "MI L — — _ —.L.- OW 1 IMO — — -+- air e) N .CNJ s -- CD N MO. —J.— 1 .. J.. — Q PILE, TYP. 24' 11 3/8" 9' -8 5/8" 12 SPA. @ 3' 0" = 46'-O" 2'-O" FOOTING PLAN SCALE: 1 /4" = 1 ' 0 `L'() 0 ---111104 TOP OF BACKWALL 011•••• 1••••••I *WM 1,00••••. 011111.01111 .11110111% M.S.E. WALL PANEL EDGE OF ABUTMENT M.S.E. WALL CONNECTION SCALE: 1" =1'-0" 6'-3 1/2" Q. BEAM GROUP 6'-3 1/2" 1/2" x 15" x 12'-7" URETHANE PAD Q. PAD AND Q. BRG. 12' - ff Q. 1 7/8" 0 HOLES 2 1/2" 12'-7" URETHANE PAD AT BEAM GROUP 3 REQ'D. PER ABUT.: DUROMETER 70 4-A502 WITH 1-A504 N.F. AND 1 -A505 F.F. (END OF ABUT.) 4-A503 WITH 1 -A504 N.F. AND 1 -A505 F.F. (END OF ABUT.) 1-A515 1 A517 A513 -A514 /ow • BEARING PAD DETAILS SCALE: 1/2" =1'-0" 4 -A516 -A512 3-A51 1 ABUTMENT REINFORCEMENT DETAIL SCALE: 1/2" =1' -0" FED. ROAD REG. NO. STATE FED. AID PROJ. NO. SHEET NO. 7 NEBR. F -TMT -34-4(1014) 6 REVISIONS 2" CLR. • • Pt' .dh • 3 *4114...—• 2" CLR. • • . 2" KEYED CONSTRUCTION JOINT DETAIL SCALE: 1" =1'-0" Q. FILL BEAM 1 15/16" 1/2" x 15" x 2'-3 7/8" URETHANE PAD PAD AND BRG. Q. 1 7/8" 0 HOLES URETHANE PAD AT, FILL BEAM 2 REQ'D. PER ABUT.: DUROMETER 70 FORM LINER FINISH MANUFACTURER PATTERN DESIGNATION * FRACTURED FIN GREENSTREAK PLASTIC PRODUCTS COMPANY 373 FITZGERALD CONST. SALES, INC. 16950 SYMONS CORP. P/C 30603 OR P/C 30909 OR APPROVED EQUAL NOTES: FOR BEARING PLATE INFORMATION SEE SHEET 10. FOR APRON PLATE DETAILS AT ABUTMENTS, SEE SHEET 14. FOR SECTION A -A & SECTION B -B, SEE SHEET 7. NEBRASKA DEPARTMENT OF ROADS BRIDGE DIVISION STATE RD. B.N.R.R. OVER U.S. 34 (BURLINGTON AVE.) SKEW 349'40.4" HIGHWAY NO. U.S.. 34 DESIGN ALTERNATE E80 REF. POST 209+67 COUNTY ADAMS STA. 8006+26.85 BNRR = 111+12.69 U.S. 34 MIBURLINGTON NORTHERN RAILROAD COMPANY 2 - 47'-2" SPANS STEEL PAN BALLAST DECK - SIMPLE SPAN BEAM BRIDGE UNCOLN TO MCCOOK BRIDGE 156.42 ABUTMENT DETAILS AUTH: 95- I LINE SEG.: 0002 BRIDGE ENGINEERING APPROVED: ASST. CHIEF ENGINEER OF STRUCTURES FORT WORTH, TX. HINITE3 DESIGNED BY JWS/JWH DETAILED BY TAB CHECKED BY DLM DATE 5/94 1 BRIDGE ENGINEER PROJECT NUMBER F -TMT -34-4(1014) SPECIAL PLAN NO. 0002-156.42-06 BRG. ABUT. 2" DIA. CONDUIT IN BACKWALL FOR UNDERPASS LIGHTING, (REQ'D AT ABUT. 1 ONLY), SEE SHEET 17 FOR DETAILS -7 1 /4" 10 3/4" 12" x 2" x 3'-0" VERT. CONSTRUCTION JOINT. SEE SHEET 6 FOR LOCATION. M.S.E. WALL BEYOND 12" x 2" x 13'-6" CONSTRUCTION JOINT. SEE SHEET 6 FOR LOCATION. -- 3-A502 3-A503 (STAGE 2) 12" x 2" x 33' -0" CONSTRUCTION JOINT. SEE SHEET 6 FOR LOCATION. cv w 0 U7 A603 (A604 STAGE 2) 12"x 2"x 12'-0" HORIZ. CONSTRUCTION JOINT. SEE SHEET 6 FOR LOCATION. Ow 11" HP14x89, P. 3' -0" -0" 4'-O" 8" 0 C.S.P. DECK DRAIN. FOR DETAILS, SEE SHEET 13. DISCONTINUE AND CAP END AT ABUT. 3 ONLY. 13'-6" SECTION A -A (SECTION THRU STAGE 1, STAGE 2 IS TYPICAL UNLESS NOTED OTHERWISE) SCALE: 3/8"=1'-O" TRANSITION DECK SECTION OF 8" C.S.P. ( rTh TO FULL SECTION (Q ) AT ABUT. 1 ONLY FILTER MATERIAL (CONTI-NUOUS E4EHIND ABUTMENT) FILL ASIDE OF ABUTMENTS TO BE DAMPPROOFED WITH ASPHALT PRIOR TO BACKFILLING DRILL 1/2" x5 :1 /2" HOLES FOR STRAPPING ANCHOR BOLTS. SIDEWALK A501 11 7/8" A601 (A602 STAGE 2) A401 (A402 STAGE 2) 1.5 A514 AND A515 A511 CP 12" SEE SHEET 15 FOR END OF WALKWAY DETAIL SECTION B -B (SEE SECTION A -A FOR DIMENSIONS AND REINFORCING NOT SHOWN) SCALE: 3/8" =1 '-0" GRANULAR BACKFILL * PER NDOR SPECIFICATIONS SECTION 101 1 , "GRAVEL FOR SURFACING" E") PERFORATED PVC PIPE COVERED WITH FILTER FABRIC ATTACHED TO BACK FACE OF ABUTMENT WITH 2" x12 GA. GALV. SHEET METAL STRAPPING AND 2' 1 /2" x6" ANCHOR BOLTS/STRAP. EXTEND DRAIN PIPE OUT TO M.S.E. WALL. CONTRACTOR TO COORDINATE CONNECTION TO ROADWAY DRAINAGE SYSTEM. dt\-- 2'-0" WIDE WATERPROOFING MEMBRANE AT DRAINAGE DETAIL AT ABUTMENT NO SCALE TOP OF FOOTING. (CENTERED OVER JOINT FULL LENGTH OF ABUTMENT AND FULL HEIGHT OF VERTICAL JOINT.) NOTE: DAMPROOFING AND JOINT WATERPROOFING SHALL BE INCLUDED AS INCIDENTAL TO CONCRETE ITEM. DRAINAGE NOTES: FURNISHING AND PLACING OF DRAIN PIPES, GALVANIZED WIRE MESH, ETC. SHALL NOT BE PAID FOR DIRECTLY, BUT SHALL BE CONSIDERED PART OF THE DECK DRAINAGE SYSTEM. * LIMITS OF GRANULAR BACKFILL SHALL BE FROM EDGE OF ABUTMENT TO EDGE OF ABUTMENT TO UNDERSIDE OF SUB -BALLAST MATERIAL, A511 A802--� F.F. OF ABUTMENT 5" PROJECTION 3 1/2" 0.D x 7 GA. WASHER SEMI -FINISHED HW. HEX. SECURITY LOCKNUT ANCHOR BOLT DETAIL NO SCALE A516 A515 „ LI.Jlllllll1111111IIIIIIIIIIIIIIlllll11111111111II11lIIINIIIIIIIIijIII[111- G11111 -0" MIN. w 0 z w UJ SECTION C -C SCALE: 1/2" =1' -0" 5' -0" 4'-6" A512 1111111iNiIlU1111111dI11H1g11111111III 1111I11111111 M.S.E. WALL PANEL A517 A507 VARIES SECTION D -D SCALE: 1/2" =1' -0" 5' -0" M.S.E. WALL PANEL A508 M.S.E. WALL PANEL A502 VARIES - 4- ■ 1 0 A509 A510 A504 A505 SECTION E -E SCALE: 1/2" =1'-0" NOTE: DRILL 2" x 1'-2" DEEP HOLE AND GROUT ANCHOR BOLT INTO PLACE. • • FED. ROAD REG. NO. STATE FED, C° PROJ. NO. SHEET NO. 7 NEBR. F -TMT -34-4(1014) 7 REVISIONS *NOTE: DIMENSION VARIES. MOVE A514 BAR TO MAINTAIN 4" MINIMUM CLEARANCE w/FORMLINER BY VARYING LAP, TYP. AT EACH END OF BOTH ABUTMENTS. A803 B.F. AT BOTTOM OF ABUTMENT • NEBRASKA DEPARTMENT OF ROADS BRIDGE DIVISION STATE RD. B.N.R.R. OVER U.S. 34 (BURLINGTON AVE.) SKEW 549'40.4" HIGHWAY NO. U.S. 34 DESIGN ALTERNATE E80 REF. POST 209+67 STA. 8006+26.85 BNRR = COUNTY ADAMS 111+12.69 U.S. 34 BURLINGTON NORTHERN RAILROAD COMPANY 2 - 47'-2" SPANS STEEL PAN BALLAST DECK - SIMPLE SPAN BEAM BRIDGE UNCOLN TO MCCOOK BRIDGE 156.42 ABUTMENT DETAILS AUTH: 95- I LINE SEG.: 0002 BRIDGE ENGINEERING APPROVED: NIEF ENGINEER OF STRUCTURES FORT WORTH, TX. HNTB DESIGNED BY JWS/JWH DETAILED BY TAB BRIDGE ENGINEER CHECKED BY DLM DATE 5/94 PROJECT NUMBER F -TMT -34-4(1014) SPECIAL PLAN NO. 0002-156.42-07 1(.878) co 0 A20598\0002\0 86"1O'19 P. 45,-9" DIMENSIONS ALONG 22'-10 1/2" FOR BEAM SPACING SEE BEAM 'LAYOUT ON SHEET NO. 9 q_ TRACK & Q. BEAM GROUP (g) BEAM (TYP.) Q_ STRUCTURE & q_ MAINLINE 1 TRACK Q. FILL BEAM 22'-10 1/2" FILL BEAM 0 Q. TRACK & Q_ BEAM GROUP (1) Q PIER 15" x12' 7" BEARING PAD, (TYP.) 15" x2' -3 7/8" BEARING PAD, (TYP, 3/4" GAP BETWEEN PADS, (TYP.) ELEV. 1928.95 5 6' 1" PLAN OF PIER CAP SCALE: 1/4" =1' -0" 5 4" Q_ HOLE, TYP. 10 3/8" '-7" - STAGE 1 CONSTRUCTION EXP. BRG. Q. PIER Lc_ FIXED BRG. Q. PIER STAGE 2 CONSTRUCTION SYMMETRICAL ABT. Q_ EXCEPT AS SHOWN 22'-10 1/2" 8'-S1/2" 14'-2" ELEV. 1925.45 2" x 12" KEYED CONST. JOINT 6", TYP. FRACTURED FIN FORM LINER WITH 2" (MAX.) VERTICAL RUSTICATION PATTERN (CONTINUOUS ALL AROUND) ELEV. 1915.04 11 62 - EP701 TOP OF SQ. NOSE TOP OF ROADWAY l' -3" , TYP. ELEV. 1909.98 6" E.F. 6-EP503 @ 12" 28-EP701 0 6" E.F. LL LJ -J X 16 -EP504 @ 1 CN LflZ CD Ul Lf) CL UJ 1< (JD LLJ 1 z EP505 -EP512 E.F. (EACH END) LCD LCD ELEV. 1905.98 -4- • •f* -. 11, P501 r — P402 LAP #4 BARS 11, • * u • • 2'-6" LAP I #5 BARS (TYP 43-P401 0 10" (TOP MAT) 43-P801 0 10" (ABOVE PILES) 4It 34-P401 0 12" (BTWN. PILES) ELEVATION OF PIER SCALE: 1/4" =1' -0" r- :60 LC) — P403 15-P401 @ 10" (TOP MAT) 15-P801 0 10" (ABOVE PILES) 12-P401 0 12" (BTWN. PILES) 12' -0" P502 , TYP. PLAN OF PIER FOOTING SCALE: 1/4" =1'-O" -3" tt Q. PIER 40-P405 0 9" )1 17-P405 0 9" 11 21-P408 © 18" (BELOW) 39-P409 © 9" (PLACE BETWEEN P405 BARS 2" x 12" KEYED CONST. JOINT 9-P408 0 18" (BELOW) 6-P409 0 9" (PLACE BETWEEN P405 BARS), 2' -6" LAP, #5 BARS (TYP.) ANCHOR BOLT LOCATION, TYP. -0" R. 2-410 EACH END P510 5-P509 E.F. P406 EACH SECTION A -A END (NOTE: PLACE REINFORCING TO CLEAR ANCHOR BOLT LOCATIONS) SCALE: 3/8" =1' -0" 5-P506 E.F. 62-EP701 0 6" E.F. f, 28 -EP701 6" E.F. 4-P508 EACH END EP404 (SEE ELEVATION FOR SPACING) CN 0 EN 1-P407 EACH END 1'-6" R. Q_ EXP. BRG. P507 OR P510 [1/2u7 x 15" x 12' -7" URETH STAGE 1 CONSTRUCTION 44'-Y" PIER SHAFT STAGE 2 CONSTRUCTION FRACTURED FIN GREENSTREAK PLASTIC PRODUCTS COMPANY 23' -7 1/2" . 111-7 1 2" 2" x 12" x 10' - 0" 1 1 1 1 KEYED CONST. JOINT MI MO illit 1 1 / 1 1 / 1 1 I 1 1 Mk Mt 1 1 I a r) .. I11 i • -4 I I I I I I I I OR NM Mt '• I I I 1 1011 1 I ME 'iej — — ..... ..... ....... Q_ MAINLINE 1 TRACK H. 7 SPA. @ 6'-3" = 43'-9" 47'-3" --I PLAN OF PIER FOOTING SCALE: 1/4" =1'-O" -3" tt Q. PIER 40-P405 0 9" )1 17-P405 0 9" 11 21-P408 © 18" (BELOW) 39-P409 © 9" (PLACE BETWEEN P405 BARS 2" x 12" KEYED CONST. JOINT 9-P408 0 18" (BELOW) 6-P409 0 9" (PLACE BETWEEN P405 BARS), 2' -6" LAP, #5 BARS (TYP.) ANCHOR BOLT LOCATION, TYP. -0" R. 2-410 EACH END P510 5-P509 E.F. P406 EACH SECTION A -A END (NOTE: PLACE REINFORCING TO CLEAR ANCHOR BOLT LOCATIONS) SCALE: 3/8" =1' -0" 5-P506 E.F. 62-EP701 0 6" E.F. f, 28 -EP701 6" E.F. 4-P508 EACH END EP404 (SEE ELEVATION FOR SPACING) CN 0 EN 1-P407 EACH END 1'-6" R. Q_ EXP. BRG. P507 OR P510 EP404 0 12" HORI Z. AND 12" VERT. (STAGGER ON ADJACENT ROWS AS SHOWN.) 5 -EP511 12" TO MATCH EP504 (EP503 AT OTHER END) EP503 E.F. 2" x 12" KEYED CONST, JOINT 15/16" 2'-O" LAP # 5" BARS SECTION B -B SCALE: 3/8" =1' -0" Q FILL BEAM 1'- 15/16" CN EP504 E.F. EP505 EACH END /2" x 15" x 2'-3 7/8" URETHANE PAD Q_ PAD AND Q_ BRG. CN 2" Q. 1 7/8"0 HOLES URETHANE PAD AT FILL BEAM 4 EA. REQ'D.: DUROMETER 70 SCALE: 1/2" =1' -0" 6'-3 1/2" Q_ BEAM GROUP 6'-3 1/2" P512 E.F. P409 P408 P405 EP701 EP511 EACH END (BOTTOM OF COLUMN) EP404 2" x 12" KEYED CONST. JOINT (TYP.) c 12-P402 OR 12-P403, SPA. AS SHOWN BETWEEN PILES. Q_ 1 7/8" 0 HOLES [1/2u7 x 15" x 12' -7" URETH - PATTERN DESIGNATION FRACTURED FIN GREENSTREAK PLASTIC PRODUCTS COMPANY 12'-2" rnio ., I b 16950 1 1 1 1 MI MO illit 1 1 / 1 1 / 1 1 I 1 1 Mk Mt 1 1 I a r) .. I11 i -4 I I I I I I I I OR NM Mt '• I I I 1 1011 1 I ME 'iej — — ..... ..... ....... EP404 0 12" HORI Z. AND 12" VERT. (STAGGER ON ADJACENT ROWS AS SHOWN.) 5 -EP511 12" TO MATCH EP504 (EP503 AT OTHER END) EP503 E.F. 2" x 12" KEYED CONST, JOINT 15/16" 2'-O" LAP # 5" BARS SECTION B -B SCALE: 3/8" =1' -0" Q FILL BEAM 1'- 15/16" CN EP504 E.F. EP505 EACH END /2" x 15" x 2'-3 7/8" URETHANE PAD Q_ PAD AND Q_ BRG. CN 2" Q. 1 7/8"0 HOLES URETHANE PAD AT FILL BEAM 4 EA. REQ'D.: DUROMETER 70 SCALE: 1/2" =1' -0" 6'-3 1/2" Q_ BEAM GROUP 6'-3 1/2" P512 E.F. P409 P408 P405 EP701 EP511 EACH END (BOTTOM OF COLUMN) EP404 2" x 12" KEYED CONST. JOINT (TYP.) c 12-P402 OR 12-P403, SPA. AS SHOWN BETWEEN PILES. Q_ 1 7/8" 0 HOLES [1/2u7 x 15" x 12' -7" URETH MANUFACTURER PATTERN DESIGNATION FRACTURED FIN GREENSTREAK PLASTIC PRODUCTS COMPANY 12'-2" 12'-7' URETHANE PAD AT BEAM GROUP 6 EA. REQ'D.: DUROMETER 70 SCALE: 1/2" =1' -0" FORM LINER FINISH MANUFACTURER PATTERN DESIGNATION FRACTURED FIN GREENSTREAK PLASTIC PRODUCTS COMPANY 373 FITZGERALD CONST. SALES, INC. 16950 SYMONS CORP. P/C 30603 OR P/C 30909 OR APPROVED EQUAL FED. ROAD REG. NO. STATE FED. AID PROW NO. SHEET NO. 7 NEBR. F-TAIT-34-4(1014) 8 REVISIONS 4' -0" 21-0" 9 1/2" Q. PIER 2' -0" 9 1/2" 6" TYP. Q. FIX. BRG, P401 P801 ANE PAD Q. PAD AND BRG. NOTES: 2 1/2" 16 Eh • r- 1 cc 0 co 0 n_ ui 0 a- 6" *at TYP. 2" (MAX.) VERTICAL RUSTICATION CLR. 12-P501 OR 12-P502 12" EP503 OR EP504 4' -0" 4' -0" 1' 5' -9" 5'-9" Q FOOTING AND PILE 11'-6" TYPICAL SECTION OF PIER SCALE: 3/8" =1' -0" 4: 12" SQ. PRESTRESSED CONCRETE PILE FOR KEYED CONSTRUCTION JOINT DETAIL SEE SHEET 6. FOR ANCHOR BOLT DETAIL, SEE SHEET 7. FOR UNDERDECK LIGHTING CONDUIT IN PIER CAP, SEE SHEET 17. NEBRASKA DEPARTMENT OF ROADS BRIDGE DIVISION STATE RD. B.N.R.R. OVER U.S. 34 (BURLINGTON AVE.) SKEW 3'49'40.4" HIGHWAY NO. U.S. 34 DESIGN ALTERNATE E80 REF. POST 209+67 COUNTY ADAMS STA. 8006+26.85 BNRR =- 111+12.69 U.S. 34 MrBURLINGTON NORTHERN RAILROAD COMPANY 2 - 47'-2" SPANS STEEL PAN BALLAST DECK - SIMPLE SPAN BEAM BRIDGE UNCOLN TO MCCOOK BRIDGE 156.42 PIER DETAILS AUTH: 95- 1 LINE SEG.: 0002 BRIDGE ENGINEERING APPROVED: ASST. CHIEF ENGINEER OF STRUCTURES FORT WORTH, TX. HNITE3 DESIGNED BY JWS DETAILED BY TAB BRIDGE ENGINEER CHECKED BY DLM DATE 2/95 PROJECT NUMBER F -TMT - 34 - 4(1014 SPECIAL PLAN NO. 0002-156.42-08 BRG. ABUT. 3 (FIX.) PIER 2 BRG. ABUT. 1 (EXP.) FED. ROAD REG. NO. STATE 46'-8 1/2" ALONG Q. 46'-8 1/2" ALONG Q. 7 NEBR. FED. AID PROJ. NO. SHEET NO. F -TMT -34-4(1014) SPAN 2 Q_ AH, BRG. PIER 2 (EXP.) Q. BK. BRG. PIER 2 (FIX.) SPAN 1 REVISIONS c BEAM (TYP.) END DIAPHRAGM (TYP.) J r JL J r JL 1 r L r END DIAPHRAGM (TYP.) J J J r J -1 J L 9 1 2" INTERMEDIATE DIAPHRAGM (TYP.) �r JL ▪ r 1 BEAM GROUP Q. FILL BEAM 8610'19.6" 93'49'40.4 -17 8006+50 JL JL Q_ BEAM GROUP SEE DETAIL A ON SHEET 11 Q. MAINLINE 1 TRACK AND • STRUCTURE JL 7r ,I SEE DETAIL B L ON SHEET 11 q_ FILL BEAM 0 N BEAM GROUP 2'-8 1 /4" (END OF BEAMS) SEE DETAIL D ON SHEET 11 SEE DETAIL C ON SHEET 11 INTERMEDIATE DIAPHRAGM SPACING 4'-11 1 /2" WALKWAY BRACKET SPACING 5'-3 9/16" 6 SPA. © 6'-0" = 36'-0" 4'-11 1/2" 5'-3 9/16" 1'-7 1/16" 3 SPA. © 12'-0" _ 36'-0" 6 SPA. © 6'-0" = 36'-0" 7 7/16" DIMENSIONS ALONG Q BEAM GROUP (TYP. AT EACH BEAM GROUP AND Z. FILL BEAMS) BEAM LAYOUT SCALE: 1" = 5'-0" ar N N DIMENSIONS ALONG Q. EXTERIOR BEAM (NORTH SIDE DIMENSIONS ARE OPPOSITE HAND) 3 1/4" TYP. Q. 7/8 0 BOLTS WEB BEAM GROUP W33 x 241 (TYP.) L FILL BEAM r0 CLIP CORNER OF END STIFFENER PLATE 1" TO CLEAR BEAM FILLET (TOP AND BOTTOM), TYP. 10'-2" (TYPICAL BEAM GROUP) WEB, TYP, O O 0 0 0 0 i jr; ;$ 0 r VIVAIPZIZIPMPYA 1 1 CL BEAM GROUP Q FILL BEAM 3 1/4" TYP. -j 0" 2' - 0" ▪ all 2'-0" - 0" , -5" TOP/BEAM Q. 7/80 BOLTS 5/161 5/16, TYP. 5 3/4" TYP. 3/4 x 7 1/2 x 2'-7 3/8" STIFFENER PLATE (TYP.) CV 3/8 x 29 3/4 x 1'- 7 1/8" INT. DIAPHRAGM PLATE (TYP. WITHIN BEAM GROUP) L x 5x 3/8 x 2'-5 3/4" BOTH SIDES, (TYP.) SECTION 6--8 SCALE: 3/4" =1'-0" 3/8 x 29 3/4 x 2'-0 1/8" INT. DIAPHRAGM PLATE (TYP. EACH SIDE OF FILL BEAM) 0 N NOTES: DIMENSIONS AND DETAILS SHOWN ON SECTIONS A -A AND B -B ARE TYPICAL UNLESS NOTED OTHERWISE. FOR BEARING PLATE INFORMATION, SEE SHEET 10. NEBRASKA DEPARTMENT OF ROADS BRIDGE DIVISION STATE RD. B.N.R.R. OVER U. HIGHWAY NO. U.S. 34 REF. POST 209+67 COUNTY ADAMS 34 (BURLINGTON AVE.) SKEW 3'49'40.4" DESIGN ALTERNATE E80 STA. 8006+26.85 BNRR = 111+12.69 U.S. 34 2 - 47'-2" SPANS STEEL PAN BALLAST DECK - SIMPLE SPAN BEAM BRIDGE BOTTOM /SOLE FE 5/16V TYP. LINCOLN TO MCCOOK 125 TOP OF MASONRY PLATE AND BOTTOM OF SOLE PLATE, TYP. W33 x 241 (TYP.) 3/8 x 28 x 1'-3 1./8" END DIAPHRAGM PLATE WITH 7" x 10" HOLE (TYP. WITHIN BEAM GROUP) zigir BURLINGTON NORTHERN RAILROAD COMPANY AUTH: SECTION A -A SCALE: 1 3/4" =1'-0" 3/8 x 28 x 1'-8" END DIAPHRAGM PLATE WITH 7" x 10" HOLE (TYP. EACH SIDE OF FILL BEAM) 95- 1 LINE SEG.: 0002 BRIDGE 156.42 BEAM LAYOUT BRIDGE ENGINEERING FORT WORTH, TX. APPROVED: DESIGNED BY DLM/JWH DETAILED BY TAB BRIDGE ENGINEER PROJECT NUMBER SPECIAL PLAN NO. CHECKED BY DLM ST. CHI ENGINEER OF S U URES 0002-156.42-09 7 2" /2" FIX. BRG. AND END STIFFENER 1 SOLE ; AND MASONRY SOLE IF. 1 x15x6'-2 1 /4" MASONRY FE_ 1 x15x12'- TOP/BEAM 1/4 TC--U5S(TYP)> 5'-3 9/16" k*--- Q. DIAPHRAGM PLATE, TYP, 12'-0" ANGF SEE DETAIL B ON SHEET 11 SEE DETAIL A ON SHEET 11 7 1/2" 4'-11 1/2" DIAPHRAGM SPACING, MEASURED BEAM WEB (TYP. Q, EXP. BRG, AND END STIFFENER IN 4'-9 9/16" ALONG Q. FILL BEAM INTERMEDIATE DIAPHRAGM (TYP.) SEE DETAIL D ON SHEET 11 6' -0" TYP. 12'-0" BEAM GROUP SEE DETAIL C & E ON SHEET 11 c 1 7/8" x3" SLOTS IN SOLE PLATES c 1 7/8"0 HOLE IN MASONRY PLATES 12'-O" 4'-7 7/16" c BEARING AT Q. BEAM TYPICAL SPAN LAYOUT TOP FLANGES NOT SHOWN FOR CLARITY NO SCALE 0 0 0 O O N FIX. BRG. O a -� O O O 0 O 0 O o O 0 O 0 O 0 O O 0 O 0 O 0 15 x 1'-7' FILL PLATE (SEE STEEL NOTES FOR THICKNESS) 3/4" NOMINAL. 1 x 15 x 6'-2 1/4" SOLE PLATES 1 x 15 x 2'-3 7/8" SOLE PLATES (NOT SHOWN). 1 x 15 x 12'-7" MASONRY PLATE (SHIP LOOSE). 1 x 15 x 2'-3 7/8" MASONRY PLATE (SHIP LOOSE) (NOT SHOWN). — L W33x241 (TYP.) 45'-.11" CENTER TO CENTER OF BEARINGS, END STIFFENERS AND ANCHOR BOLT HOLES ALONG CENTERLINE TYPICAL BEAM ELEVATION EXTERIOR BEAM SHOWN NO SCALE O 0 0 O O O O 0 0 0 0 0 0 0 0 0 0 0 O 0 L 5x5x3/8 (TYP.) 1 7/8"0 HOLE IN SOLE AND MASONRY PLATES A FED. ROAD REG. NO. STATE FED. AID PROJ. NO. SHEET NO. 7 NEBR. F -TMT -34-4(1014) 10 REVISIONS STEEL NOTES DESIGN LOADING: ALTERNATE E-80 WITH DIESEL IMPACT FOR BALLAST DECK. FABRICATION AND WORKMANSHIP SHALL CONFORM TO CURRENT A.R.E.A. MANUAL FOR STEEL RAILWAY BRIDGES. ALL STRUCTURAL STEEL SHALL CONFORM TO ASTM DESIGNATION A709 -36T2 EXCEPT AS NOTED. ALL A709 -36T2 STEEL FOR PRIMARY MEMBERS SHALL MEET IMPACT REQUIREMENTS FOR HH STRENGTH STRUCTURAL STEEL FOR A MINIMUM AVERAGE ENERGY OF 15 FT. -LBS. AT 40 F PER 'CHAPTER 15 OF THE A.R.E.A. MANUAL. BALLAST AND STIFFENER PLATES, DIAPHRAGMS, AND OTHER SECONDARY MEMBERS SHALL BE EXEMPT FROM IMPACT TEST REQUIREMENTS. BOTTOM BEAM FLANGES SHALL BE SQUARE WITH THE VERTICAL AXIS AT THE BEARINGS. THE THICKNESS OF END FILL PLATES SHALL BE ADJUSTED TO MAINTAIN DEPTHS SHOWN (TOTAL PLUS OR MINUS 1 /16") FOR EACH BEAM AT CENTERLINE OF BEARINGS. ALL FASTENERS SHALL BE 7/8" DIAMETER HIGH STRENGTH BOLTS (ASTM A325, TYPE 1 OR 2) WITH 15/16" DIAMETER OPEN HOLES UNLESS OTHERWISE NOTED. BOLTS SHALL BE HEAVY HEX. STRUCTURAL TYPE WITH HEAVY HEX. NUT AND HARDENED WASHER UNDER THE TURNED ELEMENT. HIGH STRENGTH BOLTS SHALL BE TIGHTENED BY THE "TURN -OF -NUT" METHOD TO OBTAIN PROPER BOLT TENSION. THE TOP SURFACE OF EACH BEAM SHALL BE ADJUSTED AS NECESSARY TO SEAT THE 5/8" STEEL BALLAST PAN. SHOP PAINT THE TOP SURFACE OF THE STEEL BALLAST PAN WITH ONE COAT (5 MIL DRY FILM THICKNESS) OF ZINC RICH PAINT (SSPC-PAINT 20, TYPE 1-C). SEE SHEET 1 AND 12 FOR ADDITIONAL PAINT NOTES. FABRICATE SPAN WITH NATURAL BEAM CAMBER UP. SPAN SHALL BE FULLY SHOP ASSEMBLED TO ASSURE ACCURATE FIT. DISASSEMBLE AS SHOWN FOR SHIPPING. THE TOP SURFACE OF BEAMS SHALL BE ADJUSTED TO FORM A STRAIGHT LINE AT ANY TRANSVERSE SECTION THROUGHOUT THE SPAN (TOLERANCE PLUS OR MINUS 1/8" ). FILL PLATES, SOLE PLATES, MASONRY PLATES AND URETHANE BEARING PADS SHALL NOT BE PAID FOR SEPARATELY, BUT SHALL BE INCLUDED IN ITEM 710 STEEL SUPERSTRUCTURE. DIMENSIONS ARE NORMAL TO BEAMS AT Q. BRG. (TYP. EACH END) Q. BEARING AT BEAM DIAPHRAGM SPACING, MEASURED ALONG Q. EXTERIOR BEAM. END STIFFENER N.N/7- PLATE, TIGHT FIT ON TOP (TYP.) 1/2" URETHANE BEARING PAD, (TYP.) EXP. BRG, 3/4x7 1/2 END STIFFENER PLATE (TYP.) 7 1/2" NOTES: FOR SECTIONS A -A AND B -B SEE SHEET 9. FOR ADDITIONAL BEARING INFORMATION, SEE SHEET 9. NEBRASKA DEPARTMENT OF BRIDGE DIVISION ROADS STATE RD. B.N.R.R. OVER U.S. 34 (BURLINGTON AVE.) HIGHWAY NO. U.S. 34 REF. POST 209+67 COUNTY ADAMS SKEW S49'40.4" DESIGN ALTERNATE E80 STA. 8006+26.85 BNRR 111+12.69 U.S. 34 217 BURLINGTON NORTHERN RAILROAD COMPANY 2 - 47'-2" SPANS STEEL PAN BALLAST DECK - SIMPLE SPAN UNCOLN TO MCCOOK BRIDGE 156.42 BEAM DETAILS BEAM BRIDGE AUTH: 95- I LINE SEG.: 0002 BRIDGE ENGINEERING APPROVED: CHIEF ENGINEER OF STRUCTURES FORT WORTH. TX. HNTB DESIGNED BY DLM/JWH DETAILED BY TAB BRIDGE ENGINEER CHECKED BY DLM DATE 2/95 PROJECT NUMBER F -TMT -34-4(1014) SPECIAL PLAN NO, 0002-156.42- J:\20598\0002 2 13/16" 7/8" 0 BOLT, TYP. P. • vj. .,d — OM allil " INI %1 MO wwx‘mmiTiNmiNk ,....1.,m.......v. ;7igf.AfCeZ:fre.Aaoffe/AiZ 4.7"1 Wie4ZZA7 :ZAt 3/8" INTERMEDIATE DIAPHRAGM PLATE (TYP) L 5x5x3/8 1 (TYP.) \\N VIIIIMLN: IMO 111111 B b• MB Et I 7.:°‘ x241 BEAM 9000'00.0" (TYP.) TYPICAL CONNECTION BETWEEN BEAM GROUP DIAPHRAGMS 3/8" END DIAPHRAGM PLATE (TYP.) W33x241 BEAM DETAIL A BRG. AND INTERIOR END STIFFENERS 86'10'19.6" Q. 7/8" 0 BOLT, TYP. 0'00'00.0" 1/2" WALKWAY BRACKET (TYP.) • END OF 80110M FLANGE Q., EXTERIOR END BRG. STIFFENER TYPICAL CONNECTION AT END BEARING ALONG EXTERIOR BEAM DETAIL C W33x241 M 2 13/16" Q, 7/8" 0 BOLT, TYP. P. 1•11M NM II usa. -4er.; .44Z Aext,--ararzAzeREva* Tiu " 3/8" INTERMEDIATE DIAPHRAGM PLATE (TYP.) L 5x5x3/8 (TYP.) Q DIAPHRAGM aIi •••••••••I 9000'00.0" (TYP.) 6" c DIAPHRAGM TYPICAL CONNECTION BETWEEN BEAM GROUP DIAPHRAGM AND FILL BEAM DIAPHRAGM DETAIL B 6" P. Q. 7/8" 0 BOLT, TYP. 11 rim 1$ -vow tti4hvii 74,94147,,14•11-liw-9,siWMOZI uh$ 3/8" INTERMEDIATE DIAPHRAGM PLATE (TYP.) W33x241 BEAM 90'00'00.0" (TYP.) 01 L 5x5x3/8 (TYP.) EXTERIOR INTERMEDIATE STIFFENER 1/2" WALKWAY BRACKET TYPICAL CONNECTION AT INTERIOR WALKWAY BRACKETS AND INTERMEDIATE DIAPHRAGMS ALONG EXTERIOR BEAMS • DIAPHRAGM CONNECTION DETAILS SCALE: 3" = 1'-0" DETAIL D SOLE it 15 x 1'—!' FILL PLATE (TYP.) FED. ROAD REG. NO. STATE - FED. AID PROJ. NO. SHEET NO, 7 NEBR. F—TMT-34-4(1014) 11 REVISIONS W33x241 BEAM 11\ LIS 4,0,o AIM 411VOYA, Alr./407 /4 I/ A I r/a 86 0'14119.6" z Iwo 1111111111. DETAIL E BEAM 5/16 - TYPICAL FILL PLATE DETAILS SCALE: 3" = 1'-0" TYP. NEBRASKA DEPARTMENT OF ROADS BRIDGE DIVISION STATE RD. B.N.R.R. OVER U.S. 34 (BURLINGTON AVE.) HIGHWAY NO. U.S. 34 REF. POST 209+67 COUNTY ADAMS SKEW 3'49'40.4" DESIGN ALTERNATE E80 STA. 8006+26.85 BNRR = 111+12.69 U.S. 34 42:1 BURLINGTON NORTHERN RAILROAD COMPANY 2 — 47'-2" SPANS STEEL PAN BALLAST DECK — SIMPLE SPAN UNCOLN TO MCCOOK BRIDGE 156.42 BEAM DETAILS BEAM BRIDGE AUTH: 95— LINE SEG.: 0002 BRIDGE ENGINEERING APPROVED: ASST, CHIEF ENGINEER OF STRUCTURES FORT WORTH, TX. HNITE3 DESIGNED BY DLM/JWH DETAILED BY BCN BRIDGE ENGINEER CHECKED BY DLM DATE 2-95 PROJECT NUMBER F—TMT-34-4( 014) SPECIAL PLAN NO. 0002-156.42-11 tr) .0) 0 0 (0 Le) 0 • It 42'-O" EDGE TO EDGE OF BOTTOM 8ALLA AN 28'-5 5/8" PLACED IN STAGE 1 CONSTRUCTION 13' TYP. B A & T. 0 0" EDGE TO EDGE 0 GAP, TYP. BTWN. 516 / EACH PAN P 5/16 0 P. 5/8 G IRV .r 4," 1111111111111,, 4, 4, 1' 4, 40' Jo A' 1111111111112IL 111. 1,4•1..• .1 •I 0 10 lo lo • s Ar • 0 01 01 Of 01 0 0 0 0 0 411, .,111, 4 0 0 0 1 i• 1. te 10 1. Ar 5'-8 15/16" • • • • 0 0 0 mazilms o 1 o 0 0 0 0 0 0 4> 12 TYP. BEAMS B, E, G, L, P, & S. • 3/4" MIN. GAP 0 OP. rob 0 5 5/8" P CED IN STAGE 2 CONSTRUCTION 0 PAINT NOTE: SHOP PAINT INSIDE SURFACE OF BALLAST PAN WITH ONE COAT ZINC RICH PAINT. FABRICATOR TO SHIP FIVE GALLONS (MINIMUM) OF ZINC RICH PAINT WITH THE SPAN FOR TOUCH-UP PAINTING IN THE FIELD OF ABRASIONS, WELDS, NO SHOP PAINT ZONES, ETC. 0 .11411111111* 116 414 s'. .... ,........... .. ,, .,.z..e,,,,,....% ..,,,N,, ,... ••• ..,......:....2...... N ii. ... 11111111111111111111, 4, II / ,o, 41, 01111110111.111.10 ,l, .1, i 4, AP' esmaine, 41, 4, 0., .... ..•_,,.......t. 4, .#...1...wN ,,, ..,.....14, ., ........N ... , I r r # 1 : 1o a• I • r r • ooo • • • 0 0 0 0 0 • • 0 0 I 0 r 0 0 . • • • • . 1 ' 1 0 1 # 1 0• 0 0 I 0 0 • • r 0 0 4 0 o • o • • • 0 0 0 0 0 • • 0 0 0 • 4111 \ I I I 0 0 • • 0 0,0 o • • 1 o • • o 0 0 o o • • o o 1 0 0 1 • • • • 1 . 0 040 4 0 4 • • 0 0 4 0 0 • 0 • • • 0 0 0 0 0 • 0 00 4 4 I 4 I 0 0 • • • , 10 0:0 0 • • 0 0 0 0 o • / • • • 0 0 0 0 0 • 0 0 4 0 0 • • .1. • 10 0 • 0 0 I 0 040 0 4 0 0 • 0 • • • 0 0 0 0 0 • I 4 1 1 1 1 • i 0 0I0 0 1 1 1• • 1 : 1 0 0 0 1 r 01 4 10 0 j'0 0 • .ir AI A. Ar A t Ar Ar 41 A. .11' 4 ' .r. A. 10,4414 • • CSOK3510111128 CESCWS05:21 FILL BEAM 15'-O" PI sr• 16. • AA 4• A, .0 FILL BEAM 15' 0" 7' 6" 4. BEAM GROUP AND TRACK Q_ BEAM GROUP AND Q. MAINLINE 1 TRACK 41'-5 7/8" • 414....• 44. 5'-8 15/16" OM. Q. BEAM GROUP AND TRACK u. SECTION A -A SCALE: 1/2" 1— 11 TOP EDGE OF SLOPED BALLAST PAN, (TYP. r rr 6' -0" 6' A 1, 47' 0" 6' BALLAST PAN PLAN MATERIAL FOR BALLAST PAN AND CLOSURE PLATES SHALL BE PER ASTM A36. SCALE: 1/4" 6' 0" 4'-7 7/16" EXP. BRG. 2co u Co cNi NSTRUCTION PLACED IN STAGE WALKWAY BRACKET (TYP.) 7 1/2" FOR DETAILS SEE SHEET 15. MEASURED ALONG BEAM, TYP. UNLESS NOTED OTHERWISE NOTE: BALLAST PAN PLATES AND CLOSURE PLATES AT ENDS OF qPANS SHALL BE CUT ALONG SKEW. vor 5/16 5/16 TYP. NOTE: FOR WALKWAY BRACKET FLANGE SIZES AND ADDITIONAL WALKWAY DETAILS, SEE SHEET 15, NO SHOP PAINT (FIELD PAINT) 6 1/2" BEAM 3/4" GRIND EDGE (TYP.) MIN. 5/8" BALLAST PAN CONTINUOUS FED. ROAD REG. NO. STATE • FED. AID PROW NO. SHEET NO. 7 NEBR. F -TMT -34-4(1014) 12 REVISIONS BALLAST PAN SCHEDULE BALLAST PAN PLATE: 5/8" x 4' -10 5/8" x 47' -2" BALLAST PAN PLATE: 5/8" x 3' -11 1/4" x 47' -2" BALLAST PAN 2 - 5/8" x 1 - 5/8" x BALLAST PAN 2 - 5/8 ' x 1 - 5/8" x BALLAST PAN 2 - 5/8 ' x 1 - 5/8" x BALLAST PAN 1 - 5/8" x 5/8" BALLAST PAN CLOSURE PLATE. • SHOP PAINT, EXCEPT AS SHOWN. -2.4memeamaymmVfA ommasommimammommimmi. 5/ 6PF NOTE: SECTION B -B CP BEAM N SHALL BE A FIELD WELD. 5/16 5/8" BALLAST PAN CLOSURE PLATE 1 P" 5/ 6 SECTION B -B NO SCALE 6 1/2" CONTINUOUS NO SHOP PAINT Is. N11.1/4\N.s. Ne. Wei,/ 2 /2' 3/4" MIN. (FIELD PAINT.) 5/8" BALLAST PAN CLOSURE PLATE CLOSURE PLATES: 2' -1 1/4" x 15' - 8 7/8" (AT END SPAN) 2'-1 1/4" x 15'-9" (AT MID SPAN) CLOSURE PLATES: 4'-g 1/4" x 15'-8 7/8" (AT END SPAN) 4'-9 1/4" x 15'-9" (AT MID SPAN) CLOSURE PLATES: 2'-4 1/4" x 15'-8 7/8" (AT END SPAN) 2'-4 1/4" x 15'-9" (AT MID SPAN) SIDE PLATES: 1'-4" x 47' - 2" 5/8 x 5 1/2 BACK-UP BAR BETWEEN BEAM FLANGES. SECTION C -C NO SCALE NEBRASKA DEPARTMENT OF ROADS BRIDGE DIVISION STATE RD. B.N.R.R. OVER U.S. 34 (BURLINGTON AVE.) SKEW 349'40.4" HIGHWAY NO. U.S. 34 DESIGN ALTERNATE E80 REF. POST 209+67 STA. 8006+26.85 BNRR = COUNTY ADAMS 111+12.69 U.S. 34 aor BURLINGTON NORTHERN RAILROAD COMPANY AUTH: 95- I LINE SEG.: 0002 BRIDGE ENGINEERING APPROVED: ASST. CHEF ENGNEER OF STRUCTURES FORT WORTH, TX. 2 - 47'-2" SPANS STEEL PAN BALLAST DECK - SIMPLE SPAN BEAM BRIDGE UNCOLN TO MCCOOK BRIDGE 156.42 DECK DETAILS (BALLASTED STEEL) HNITB DESIGNED BY DLM/JWH DETAILED BY TAB BRIDGE ENGINEER CHECKED BY DLM DATE 5/94 PROJECT NUMBER F -TMT 4 4(1014) SPECIAL PLAN P40. 0002-156.42-12 05/25/95 10:38 WEST TO McCOOK N B.F. ABUT. 3 TOP EDGE OF SIDE BALLAST PAN, TYP. z a_ co 0 0 w 0 UJ L.LJ 0 0 1./.1 C.1 0 N) co STAGE 2 CONSTRUCTION 1 CONSTRUCTION w 0 t— (f) cc w z z TOP OF BACKWALL AT ABUT. BALLAST PAN LIMITS OF DECK WATERPROOFING T. PIER 2 4" GAP LAYER 1: 1/8" THICK. BUTYL RUBBER MEMBRANE 8"0 SEMI CIRCLE #14 GA. GALV. CORRUGATED STEEL 12 GA. GALV. STEEL PAN 2'-0" NOMINAL LENGTH FLOW LAYER PLACE 4' x 8' x 1/2" ASPHALT SHEETS LONGITUDINALLY. PARTIAL DECK WATERPROOFING PLAN SCALE: 1/4" 0" COVER ELEVATION 3/8' x 9/16" SLOTS 0 2 2/3" CTRS, BOTH SIDES 10'-0" VARY LENGTH OF END SECTION TO MAKE UP REQ'D LENGTH OF DRAIN C) 3/8" x 3/4" SLOTS 0 2 2/3" CTRS, BOTH SIDES (7) PAN ELEVATION DECK DRAIN DETAILS * SCALE: 2" = l'—O" COVER SECTION TIGHT FIT TO 8"0 C.S.P. PAN SECTION FLO DECK DRAIN: 8" HALFROUND PERFORATED C.S.P. AND B0110 M PAN LAYER 3: PLACE 4' x 8' x 1/2" ASPHALT SHEETS TRANSVERSELY. — 6" 7 1/2"0 SEMI—CIRCLE #14 GA. GALV. CORRUGATED STEEL (NON —PERFORATED) COVER ELEVATION 1 6" #12 GA. GALV. STEEL PAN (NON—PERFORATED) r - PAN ELEVATION DECK DRAIN AT EXPANSION JOINTS * SCALE: 2" = EAST TO LINCO N GRIP STRUT GRATING TOP OF 3/8" WALKWAY PLATE OP - 5/ 6 / PL 1/2 x 4 x 16'—O" 1/2" STAGGERED ASPHALT SHEETS 8"95 C.S.P. B 1/8" THICK BUTYL RUBBER MEMBRANE SECTION A -A SCALE: 1 1/2" APRON PLATE, TYPICAL AT ABUTMENTS AND PIER. FOR DETAILS SEE SHEET 14. WATERPROOFING NOTES: 11 GRIP STRUT GRATING TOP OF 3/8" WALKWAY PLATE FED. ROAD REG. NO. STATE FED. AID PROJ. NO. SHEET NO. 7 NEBR. F -TMT - 4 4(1014) REVISIONS It 1/2 x 4 x 16' —0" 5/16V 0 0 0 0 0 0 BOTTOM OF BALLAST PAN — BOTTOM OF TOP FLANGE 3/4"0 CSK. BOLT 1/2" STAGGERED ASPHALT SHEETS 8"95 HALFROUND C.S.P. WITH PAN 1/2" STAGGERED ASPHALT SHEETS — 1/8" THICK BUTYL RUBBER MEMBRANE ELEVATION 8-13 SCALE: 1 1/2" = 1/8" BUTYL RUBBER MEMBRANE — 1/8" x 3' 4" INVERTED BUTYL RUBBER MEMBRANE — 2' — 4" WIDE 16 GA GALV. SHEET METEL — 1/2" APRON PLATE BOTTOM OF BALLAST PAN — BOTTOM OF TOP FLANGE — t THOROUGHLY CLEAN CONTACT SURFACE OF BUTYL RUBBER AND BALLAST PAN FOR PROPER ADHERANCE OF MASTIC AND WATERPROOFING MEMBRANE. LIMITS OF ALL WATERPROOFING MATERIAL SHALL EXTEND FROM TOP OF BACKWALL AT ABUTMENT 1 TO TOP OF BACKWALL AT ABUTMENT 3. 1 1/2" GAP 3 1/4" GAP 0 60* F B.F. ABUTMENT BACKWALL 1/8" THICK BUTYL RUBBER MEMBRANE SECTION C -C WATERPROOFING LAYERS SHOWN ARE TYPICAL OVER COVER PLATES NO SCALE PAYMENT FOR THE BUTYL RUBBER MEMBRANE, ASPHALT SHEETING, AND GALV. SHEET METAL SHALL BE INCLUDED IN THE BID ITEM "WATERPROOFING", MEASURED IN SQ. FT. SEE SPECIAL PROVISIONS FOR REQUIREMENTS OF BUTYL RUBBER MEMBRANE AND OTHER INFORMATION ON WATERPROOFING. * INCLUDED IN PAY ITEM, DECK DRAINAGE SYSTEM. NOTES: FOR APRON PLATE DETAILS, SEE SHEET 14. FOR DRAINAGE DETAILS BEHIND ABUTMENT, SEE SHEET 7. NEBRASKA DEPARTMENT OF ROADS BRIDGE DIVISION STATE RD. B.N.R.R. OVER U.S HIGHWAY NO. U.S. 34 REF. POST A2D0A9-1-s67 COUNTY M . 34 (BURLINGTON AVE.) SKEW 3'49'40.4" DESIGN ALTERNATE E80 STA. 8006+26.85 BNRR 111+12.69 U.S. 34 aor BURLINGTON NORTHERN RAILROAD COMPANY 2 — 47'-2" SPANS STEEL PAN BALLAST DECK — SIMPLE SPAN BEAM BRIDGE LINCOLN TO MCCOOK BRIDGE 156.42 DECK WATERPROOFING DETAILS AUTH: 95- 1 LINE SEG.: 0002 BRIDGE ENGINEERING APPROVED: CHIEF ENGINEER OF STRUCTU FORT WORTH, TX. HNITE3 DESIGNED BY JWH/DLM DETAILED BY TAB BRIDGE ENGINEER CHECKED BY DLM DATE 5/94 PROJECT NUMBER F—TMT-34-4(1014) SPECIAL. PLAN NO. 0002-156.42-13 18 0 :\ 20598\ 0002\ 0 42' —0" EDGE TO EDGE OF BO OM BALLAST PAN ft STAGE 2 CONSTRUCT ON STAGE 1 CONSTRUCTION c.. MAINLINE 1 AND c_ STRUCTURE APRON ft 1/2 x 16 x 13' —4" TYP. BOLT LAYOUT 2 EQ. CUT TO FIT ALONG SKEW SPA. 28'-6 3/4" MEASURED ALONG Q. APRON PLATES 1/2" APRON PLATE (BELOW 2 1 BUTYL RUBBER MEMBRANE) & 16 GA. SHEET METAL SLOPED BALLAST PAN WITH WATERPROOFING MATERIAL 1/8" BUTYL RUBBER MEMBRANE t, APRON F 1/2 x 16 x 15' — 0" 13'-6 3/8" STAGE 1 CONSTRUCTION STAGE 2 CONSTRUCTION 42' 1/8" HALF PLAN AT ABUTMENTS 1 AND 3 2" /4"0 CSK. BOLTS 3" GRIP STRUT GRATING 3/8" WALKWAY PLATE 11 11 C41•1•1 .1•0 ONO AMID OM MONO 1 /7 /,/ I/ /7 /7 /7,7 7/ 4f4 BOTTOM BOTTOM OF BALLAST PAN — BOTTOM OF TOP FLANGE — EXP. BRG. PIER 2 1/2" STAGGERED ASPHALT SHEETS Nttivi BRAN E 2 1/2" r /7 77/7 7,7 /1 1/2" APRON PLATE IN WATERPROOF NG MATERIAL ONLY B.F. ABUTMENT BACKWALL PLAN OF APRON PLATES SCALE: 1/2" 1'—O" 3/4"0 CSK. BOLT 1/2" STAGGERED ASPHALT SHEETS HALF PLAN AT PIER 2 1/8" BUTYL RUBBER MEMBRANE 1/8" x 3' — 4" INVERTED BUTYL RUBBER MEMBRANE — 2' — 4" WIDE 16 GA. GALV. SHEET METEL — 1/2" APRON PLATE d'7 77 3 1/4" GAP 0 60 F B0110M OF BALLAST PAN t EXP. BRG. ABUT. 1 FIXED BRG. ABUT. 3 ELEVATION A A AT ABUTMENT NO SCALE ft /4"0 CSK BOLTS ct FIXED BRG. PIER 2 1/2" APRON PLATE BO OM OF BALLAST PAN BOTTOM OF TOP FLANGE PIER 2 AND '1. PLATE SECTION C -C THRU PIER NO SCALE BOTTOM OF TOP FLANGE 2 1/2" 3 1/4" GAP 60' F 3 1/2" 1/2" APRON PLATE 3/4"� CSK. BOLT, TYP. SEE PLAN FOR LOCATIONS. 1/2" STAGGERED ASPHALT SHEETS 1/8" BUTYL RUBBER MEMBRANE & 16 GA. SHEET METAL B.F. ABUTMENT BACKWALL SECTION B -B THRU ABUTMENT WATERPROOFING LAYERS SHOWN ARE TYPICAL FOR SECTIONS A—A, C—C, D D AND E—E NO SCALE )1 2" GAP 3" GRIP STRUT GRATING 3/8" WALKWAY PLATE 1/2" STAGGERED ASPHALT SHEETS 1/8 BUTYL RUBBER MEMBRANE BOTTOM OF BALLAST PAN 1/2" APRON PLATE BOTTOM OF TOP FLANGE — SN. 1N, '% — Q 3/4"0 CSK BOLTS (BELOW BUTYL RUBBER MEMBRANE) ELEVATION D -D AT PIER NO SCALE 1/2" APRON PLATE 3/4"0 CSK. BOLT, TYP. D FED. ROAD REG. NO. STATE FED. AID PROJ, NO. SHEET NO, 7 NE R. F -TMT-34 -4(1014) REVISIONS PIER 2 3/8" WALKWAY PLATE GRIP STRUT GRATING TOE PLATE GRIP STRUT HOLD—DOWN ASSEMBLY (TYP.) BO 110M OF BALLAST PAN SECTION E -E THRU WALKWAY AT PIER SCALE: 1 1/2" = 1'—O" 1/2" APRON PLATE (BELOW BUTYL RUBBER MEMBRANE) NOTES: APRON PLATE SIZES SHOWN IN PLAN ARE TYPICAL FOR EACH LOCATION AT ABUTMENTS 1 AND 3, AND AT PIER 2. DECK DRAINAGE NOT SHOWN FOR CLARITY. FOR DETAILS, SEE SHEET 13. FOR DECK WALKWAY DETAILS, SEE SHEETS 15 AND 16. NEBRASKA DEPARTMENT OF ROADS BRIDGE DIVISION STATE RD. B.N.R.R. OVER U.S. 34 (BURLINGTON AVE.) SKEW 3'49'40.4" HIGHWAY NO. U.S. 34 DESIGN ALTERNATE E80 REF. POST 209+67 STA. 8006+26.85 BNRR - COUNTY ADAMS 111+12.69 U.S. 34 AZIO BURLINGTON NORTHERN RAILROAD COMPANY AUTH: 95- 1 LINE SEG.: 0002 2 47'-2" SPANS STEEL PAN BALLAST DECK — SIMPLE SPAN BEAM BRIDGE LINCOLN TO MCCOOK BRIDGE 156.42 APRON PLATE DETAILS BRIDGE ENGINEERING APPROVED: ASST. CHIEF ENGINEER OF STRUCTURES FORT WORTH, TX. DESIGNED BY JWH /DLM DETAILED BY TAB, CHECKED BY DLM DATE 5/94 HNJTB BRIDGE ENGINEER PROJECT NUMBER F—TMT-34-4(10 4) SPECIAL. PLAN NO. 0002-156.42-14 BEAM GROUP AND Q TRACK Q. FIX BRG. EXP. BRG. Q. FIX BRG. EXP. BRG. II I I I I I I iiti 4UUUUI1011111t110111tI11I1ptU11111111111tH tllt_ I11$IINIIIIIiIHhtIi 1$IIIUUftllHt$IItI11IHlltV 011111111'i'lltltlltilIi11IIUtl$It tIIIi$II'i'11111I11' I I I I I I I I I I I I I I I I U iiiiiiifiitiifiil.iliifiiiiiiiiifiifiiGi mUUItltlltllllttllltltlll"IIIIIt11i11lilliilllitt 1tttt '{ 0111111111111111:l111111111111111M i l 11 r ttHIII01N111111HIU tit1IH'ili'lllllllllt01111i1" © �® 5'-3 9/16" A Q. WALKWAY BRACKET, TYP. 6 SPA. ® 6' TOE PLATE EDGE OF WALKWAY PLATE GRIP STRUT GRATING, TYP. 0" - 36'-0" SEE DETAIL FOR ACUTE CORNER AT END OF WALKWAY 3 1/2" • 49'-7 1/4" 7" TO Q BEAM GROUP C. 3"0 POST X x X k X X X X k X X k X X X X X X X X X X X X 0" TO Q. BEAM GROUP 3' -0" B WALK 3/8 x 8 TOE PLATE /4 NOTE: POST TO BE VERTICAL. SEE BASE PLATE DETAIL SHEET 16. x 24" x 12 GA. GRIP STRUT GRATING 3" x 9 1/2" x 12 GA GRIP STRUT GRATING 1/4" 1/2" WEB PLATE 5/16 5/16 TOP FLANGE 1/2 x 7 x 3'-2 1/4" SIDE FLANGE 1/2 x 7 x 2'-4" BOTTOM FLANGE 1/2 x 7 x 4'-0" 4'-0 9/16" 4" x 8" NOTCH IN TOE PLATE AS SHOWN AT ALL FENCE POST BASE PLATE LOCATIONS SECTION A—A SCALE: 1" = 1'-0" 5/16 W33 x 241 Q WEB r • 7/8"o BOLTS TOE PLATE TOP OF GRIP STRUT GRATING 2'-O" MAX. SPA. SECTION B—B SCALE: 1" 5/16 5/16 5/16 5/16 4'-7 7/16" 7 3/4'..] GAP ® 60' F 5'-3 9/16" 19 1/4" 6 SPA. 0 6'-0" = 36'-0" PARTIAL DECK WALKWAY PLAN SCALE: 1/4" = 1 '-0" 1/2" FLANGE PLATE FOR WALKWAY BRACKET 0 0 0 0 0 PROVIDE 1" x 6" NOTCHES IN GRIP STRUT GRATING FLANGES FOR DRAINAGE ACROSS WALKWAY 5/8" BALLAST PAN (SLOPED SIDE PLATE) 1/2" WEB PLATE FOR WALKWAY BRACKET W33 x 241 BOTTOM FLANGE OF WALKWAY BRACKET NOT SHOWN FOR CLARITY. SECTION C—C SCALE: 1" = 1'-0" NOTES: 49'-3 3/4" 4'-7 7/16" If B.F. ABUTMENT L 8 x 6 x 1/2 x 3'-0" WALKWAY BRACKET c. 9 1/2" GRIP STRUT GRATING AND c SLOTS, TYP. FIELD CUT ANGLE TO CLEAR M.S.E WALL 7" NOTCH IN WALKWAY PLATE BELOW M.S.E. WALL (BY OTHERS) tt ACUTE CORNER EDGE OF GRIP STRUT GRATING TOE PLATE WALKWAY PLATE FED. ROAD REG. NO. STATE FED. AID PROJ. NO. SHEET NO. 7 NEBR. F -TMT -34-4(1014) REVISIONS RAISE BALLAST, LEVEL BEYOND WALKWAY TO TOP OF WALK, PROVIDE CRIBBING IF NECESSARY. SEE DETAIL FOR OBTUSE CORNER AT END OF WALKWAY MEASURED ALONG EXTERIOR EDGE OF WALKWAY B.F. ABUTMENT L 8 x 6 x 1/2 x 3'-0" WALKWAY BRACKET OBTUSE CORNER M.S.E. WALL (BY OTHERS) NOTE: WALKWAY BRACKETS AND GRIP STRUT GRATING TO BE ALIGNED IN FIELD PRIOR TO SECURING BRACKET TO BACKWALL. END OF WALKWAY DETAILS SCALE: 1" = l'-0" Z 8 x 6 x 1/2 x 3'-0" Q. 1/2" x 3" SLOTS (PRE -DRILLED) T49'40.4" TYP. -4 1/8" 8 7/t6" c. SLOT, TYP. 6 1/2" FIELD CUT ANGLE TO CLEAR M.S.E WALL WHERE APPLICABLE FOR DETAILS OF CHAIN LINK FENCE, SEE SHEET 16. TOP OF GRIP STRUT GRATING 2"x7/8" SLOTS (PRE -DRILLED) DETAIL D — WALKWAY BRACKET 4 REQUIRED (2 AS SHOWN, 2 OPPOSITE HAND) SCALE: 1" = 1'-0" TOP OF WALKWAY PLATE z 4 A 3 - 5/16%s x 5" CARRIAGE BOLTS W/LOCK NUT, WASHER AND ANCHORING DEVICE CLIP 1/2" x 3" SLOTTED HOLES IN WALKWAY PLATE AND ANGLE, SEE DETAIL D FOR LOCATION 3/4"0x7" CONCRETE ANCHORS FIELD DRILL 3/4"0 HOLES 6" DEEP FOR ANCHORS B.F. ABUTMENT BACKWALL ELEVATION E—E AT ABUTMENT SCALE: 1 1/2" = 1'-0" NEBRASKA DEPARTMENT OF ROADS BRIDGE DIVISION STATE RD. B.N.R.R. OVER U.S. 34 (BURLINGTON AVE.) SKEW 3'49'40.4" HIGHWAY NO. U.S. 34 DESIGN ALTERNATE E80 REF. POST 209+67 STA. 8006+26.85 BNRR COUNTY ADAMS 11+12.69 U.S. 34 aorBURLINGTON NORTHERN RAILROAD COMPANY AUTH: 95- I LINE SEG.: 2 - 47'-2" SPANS STEEL PAN BALLAST DECK - SIMPLE SPAN BEAM BRIDGE LINCOLN TO MCCOOK BRIDGE 156.42 DECK WALKWAY DETAILS 0002 BRIDGE ENGINEERING APPROVED: ASST CHIEF ENGINEER OF STRUCTURES FORT WORTH, TX. HNITB DESIGNED BY /DLM DETAILED BY TAB CHECKED BY DLM DATE 2/95 BRIDGE ENGINEER PROJECT NUMBER F -TMT -34-4(1014) SPECIAL PLAN NO. 0002-156.42-15 00 ou) c_ POST AND c. BASE PLATE END CAP 1 1/4"� STD. PIPE (TOP AND BOTTOM) 2"0 STD. PIPE HANDRAIL 3"0 STD. PIPE TOE PLATE GRIP STRUT GRATING TOP OF WALKWAY PLATE—I TYPICAL SECTION THRU FENCE SCALE: 1" =1 0" END POST /4 V GRIND EDGE TO 1/8" RADIUS, TYP. MIN. 2"0 STD. PIPE HANDRAIL L POST ON M.S.E. WALL (BY OTHERS) FIELD FABRICATE END PIECE TO MATCH POST POSITIONING POST AT M.S.E. WALL GRIND EDGE TO 1/8" RADIUS, TYP. VARIES POST AT M.S.E. WALL END POST POST POSTS ARE AT c_ WALKWAY BRACKETS VARIES 45' — 1 1" 4'-7 3/8" OR 5'-3 5/8" 6'-0" END CAP TYPICAL END PANEL 3"0 INTERMEDIATE POST (3.5" 0.D.) TYPICAL INTERMEDIATE PANEL 9 GA, CHAIN LINK FENCE, 2" MESH, KNUCKLED SELVAGE TOP AND BOTTOM WITH BLACK VINYL COATING JUNCTION W, (TYP.) 1 1 /4"0 STD. PIPE AT TOP AND BOTTOM 3/16" x 3/4" STRETCHER BAR FED. ROAD REG. NO. STATE FED. AID PROJ. NO. SHEET NO. 7 NEBR. F—TMT-34-4(1014) 16 REVISIONS SECTION OF CHAIN LINK MESH TO REMAIN FLEXIBLE TO ALLOW FOR EXPANSION MOVEMENT JUNCTION Z, (TYP.) 2"0 STD. PIPE HANDRAIL •• (2.1 O.D.) v- • • .46. • Alib. 3/8" TRUSS ROD AT END PANELS ONLY -1/2"0 PIPE EXP. JOINT JUNCTION Y, (TYP,) 2"0 STD. PIPE HANDRAIL SIDE VIEW AT ABUT. c_ POST TENSION BANDS AT 12" CTRS. WITH 3/8" CARRIAGE BOLTS TOE PLATE AND GRIP STRUT GRATING NOT SHOWN FOR CLARITY, FOR DETAIL, SEE SHEET 15. /4/ MATCH POST C.D. RADIUS, TYP. INTERMEDIATE POST AT INTERMEDIATE POST POST AND BASE PLATE 7 GA. COILED SPRING TENSION WIRE FASTENED TO FENCE AT 2'-0" CTRS. WITH HOG RINGS. GAP. AT 60T INTERIOR ELEVATION OF CHAIN LINK FENCE SCALE: 1" = NOTE: ALL POSTS SHALL BE PLACED VERTICAL 15/16"0 HOLE FOR 7/8"0 BOLT, TYP, FE. 3/8 x 7 x 0' —7" 1 1/2"0 x 1'-6" STD. PIPE EXP. JOINT VARIES HANDRAIL DETAILS DIMENSIONS AND INFORMATION SHOWN ARE TYPICAL UNLESS NOTED OTHERWISE. SCALE: 3" = SPLICE AT EXP. JOINT Ac4:11, 114t,',r). PLAN FENCE NOTES: 3/8"o DRAIN HOLE, TYP. E 3/8 x 7 x 0' 1/2" SUPPORT PLATE, SEE DETAIL WELD SUPPORT PLATE TO POST. BEVEL POST & PLATE TO MATCH SLOPE (TYP.) 3 /2" AT PIER POST AND BASE PLATE • NO TENSION WIRE IN EXPANSION PANELS 3/4"0 PIPE EXP. JOINT TOP AND BOTTOM ..-3"� STD. PIPE 3/8 x 8 TOE PLATE, SEE SECTION 8 ON SHEET 15. 5/8" MIN. CLR. GRIP STRUT GRATING 7/8"o HEX HD. BOLT WITH HEX NUT, TYP. SLOPE TO DRAIN 3/8" WALKWAY PLATE 1/2" FLANGE PLATE OF WALKWAY BRACKET TOWARD BALLAST PAN ELEVATION BASE PLATE DETAILS SCALE: 3" = ALL HARDWARE SHALL BE STANDARD FENCING ITEMS COMMONLY USED IN FENCE CONSTRUCTION, BY ONE MANUFACTURER. FENCE AND POSTS, INCLUDING HARDWARE, SHALL BE COATED WITH BLACK VINYL. SEE SPECIFICATIONS FOR DETAILS. 1/2 x 1 1/2 x 0'-2" 1/4" 1/2" SUPPORT PLATE NEBRASKA DEPARTMENT OF ROADS BRIDGE DIVISION STATE RD. B.N.R.R. OVER U.S. 34 (BURLINGTON AVE.) SKEW 349'40.4" HIGHWAY NO. U.S. 34 DESIGN ALTERNATE E80 REF. POST 209+67 STA. 8006+26.85 BNRR = COUNTY ADAMS 111+12.69 U.S. 34 BURUNGTON NORTHERN RAILROAD COMPANY 2 — 47'-2" SPANS STEEL PAN BALLAST DECK — SIMPLE SPAN BEAM BRIDGE LINCOLN TO MCCOOK BRIDGE 156.42 PEDESTRIAN RAILING (CHAIN LINK FENCE) AUTH: 95-- 1 LINE SEG.: 0002 BRIDGE ENGINEERING APPROVED: ASST. CHIEF ENGINEER OF STRUCTURES FORT WORTH, TX. HNJTB DESIGNED BY DLM DETAILED BY TAB CHECKED BY DLM DATE 2/95 BRIDGE ENGINEER PROJECT NUMBER SPECIAL PLAN NO. F—TMT-34-4(10 4) 0002-156.42-16 16" x 10" x 8" CAST IRON JUNCTION BOX (TYP) PULL BOX, (SEE LIGHTING PLANS) CENTERLINE U.S HIGHWAY 34 (BURLINGTON AVE.) 3/4" DIA. GRS (TYP) ATTACHED TO BRIDGE BEAM DIRECT BURY CONDUIT BETWEEN ABUTMENT AND BOX CONDUIT 'C' FITTING 1" DIA. GALV. RIGID CONDUIT IN ABUTMENT BACKWALL 8007 UNDERPASS LIGHT FIXTURE (TVP. 4 PLCS.) $, CONDUIT EMBEDDED IN PIER CAP 18" PIECE OF LIQUIDTIGHT FLEXIBLE METAL CONDUIT WITH APPROVED FITTINGS 3/4" DIA. CONDUIT JUNCTION BOX SIDE VIEW BRIDGE ABUTMENT BACKWALL THREADED STEEL RIGID CONDUIT HUBS (TVP) PLAN 1" DIA. RIGID CONDUIT. EXTEND THRU BACKWALL TO UNDERGROUND AND THEN TO PULL BOX BEHIND THE SIDEWALK GENERAL NOTES -- ELECTRICAL CONDUIT INSTALLATION ALL CONDUIT SHALL BE GALVANIZED RIGID STEEL. ALL FITTINGS USED WITH RIGID CONDUIT SHALL BE GALVANIZED, MALLEABLE IRON OR STEEL: NEITHER ALUMINUM NOR ZINC ALLOY FITTINGS ARE ACCEPTABLE. JUNCTION BOXES SHALL BE GALVANIZED CAST IRON BOXES, FLANGED, NEMA 3R OR 4R WITH NEOPRENE GASKET AND BRASS OR STAINLESS STEEL COVER SCREWS. SLIP HOLES FOR CONDUIT ENTRANCES SHALL BE THE CORRECT SIZE FOR EACH CONDUIT. LOCKNUTS ARE TO BE PROVIDED FOR EACH CONDUIT BOTH INSIDE AND OUTSIDE THE BOX. FURNISH A GROUNDING BUSHING FOR EACH CONDUIT TERMINATION WITHIN THE JUNCTION BOX. CONDUIT BENDS, ELBOWS AND OFFSETS SHALL BE ACCURATELY FORMED. THE CONDUIT INSTALLATION SHALL BE PERFORMED BY OR UNDER THE DIRECT SUPERVISION OF A COMPETENT JOURNEYMAN ELECTRICIAN OR LINEMAN. THE 16" x10" x8" JUNCTION BOX, THE CAST IRON OUTLET BOXES, ALL CONDUIT AND CONDUIT DRAINS AND ALL OTHER HARDWARE AND MISCELLANEOUS FITTINGS REQUIRED FOR THE CONDUIT INSTALLATION WILL NOT BE PAID FOR DIRECTLY BUT WILL BE CONSIDERED SUBSIDIARY TO OTHER ITEMS FOR WHICH PAYMENT IS PROVIDED UNDER GROUP 6 (BRIDGE). 18" PIECE OF 1 5/8" x1 5/8" METAL FRAMING CHANNEL 16"x10" x8" CAST IRON JUNCTION BOX 1/2" DIA. SQUARE 'U' -BOLT WITH 2-3/8" PLx2" x3" WASHER UNDER HEX NUTS. 8 -LINE SERIES B500 BEAM CLAMPS BEAM W 33x241 DETAIL B SERVICE TO UNDERPASS LUMINAIRES 3/4" THICK x 2" x2" STEEL SPACER, 4 REQ'D., ONE FOR EACH MOUNTING FOOT /2" DIA. MOUNTING BOLTS BRIDGE BEAMS SECTION A -A 3/4" DIA. GRS CONDUIT TO LIGHTING FIXTURE ON OPPOSITE FACE OF PIER CAP 18" PIECE OF LIQUIDTIGHT, FLEXIBLE STEEL CONDUIT WITH APPROVED FITTINGS TYPE 'C' CONDUIT FITTING WITH GASKETED COVER 4" CONCRETE OCTAGON BOX, 4" DEEP SECTION B -B HOT DIP GALVANIZED CAST IRON JUNCTION BOX OF DUST TIGHT AND WATERTIGHT CONSTRUCTION WITH MOUNTING LUGS AND SLIP HOLES FOR CONDUIT HUBS. 0.Z./GEDNEY TYPE YS 161008 BOX WITH 1/4" WALLS FED, ROAD REG. NO. STATE FED. AID PROJ. NO. SHEET NO. NEBR. F- T-34-4 REVISIONS 014) CONDUIT TO LIGHT FIXTURE ON OTHER SIDE OF PIER CAP (TYP) FLEXIBLE CONDUIT TO CONNECTION WITH TYPE 'C' CONDUIT FITTING CONDUIT BETWEEN FIXTURES ON SAME FACE OF PIER CAP B UNDERPASS LIGHTING * LUMINAIRES OCTAGON BOX SET IN CONCRETE ,TYP). LOCATE BOXES IN PIER CAP 8'-0 IN FROM EACH END AND 1 1/2" FROM TOP. MOUNTING OF UNDERPASS LIGHTS ON PIER CAP W 33x241 BEAM (TYP) B ELEVATION BEAM CLAMP, B -LINE'S PART NO. B441-22 SPACED AT ABOUT 4'-0" CTRS. *SEE LIGHTING PLANS FOR LUMINAIRE TYPE, SIZE AND PHOTOMETRIC REQUIREMENTS 18" LONG PIECE OF METAL FRAMING CHANNEL, B -LINE'S PART NO. B24SS4, 1292 STN.STL. 1 5/8"x 1 5/8" 2 -HOLE PIPE CLAMP (10 GA. MIN.) WITH 3/8" DIA. HEX HEAD BOLTS AND SPRING NUTS. B -LINE'S PART NO. B2400-1. SPACED AT ABOUT 4'-O" CTRS. CONDUIT SUPPORT NOTE: ALL U -BOLTS SHALL BE FITTED WITH BELLVILLE STN. STL. DISK SPRINGS AND SHALL BE DOUBLE NUTTED. NEBRAS DEPARTMENT OF ROADS RIDGE DIVISION STATE RD. B.N.R.R. OVER U.S. HIGHWAY NO. U.S. 34 REF. POST 209+67 COUNTY ADAMS 4 (BURLINGTON AVE.) SKEW T49'40.4" DESIGN ALTERNATE E80 STA. 8006+26.85 BNRR 111+12.69 U.S. 34 MtBURLINGTON NORTHERN RAILROAD COMPANY 2 - 47'-2" SPANS STEEL PAN BALLAST DECK - SIMPLE SPAN BEAM BRIDGE LINCOLN TO MICCOOK BRIDGE 156.42 LIGHTING DETAILS AUTH 95 - BRIDGE ENGINEERING APPROVED: ASST. CHIEF ENGINEER OF I LINE SEG,1 0002 FORT WORTH, TX. H TB DESIGNED BY JRK DETAILED BY TGM BRIDGE ENGINEER CHECKED BY LEL 5/94 PROJECT NUMBER F -TMT -34-4( 1014) SPECIAL PLAN NO. 0002-156.42- 7 BILL OF BARS _ E MARK NO. LENGTH r TYPE "A" "8" "C" "D" "E" "I•" *PIN HOOK A401 14 36' —0" STR A402 14 15' —0" STR A501 43 35'-7" 107 4'-5" 13'-0" 2 1/2" 5 1 /2" A502 33 35' - 6" STR A503 33 15'-6" STR A504 24 7'-6" 103 1'-6" 4'-6" 1'-6" 3 3/4" A505 24 4'-9" 104 1'-6" 3'-3" 3 3/4" A506 99 6'-8" 104 2'-2" 4'-6" 3 3/4" A507 50 6'-5" 103 4'-3" 1'-0" 1,-2" 3 3/4" A508 . 10 13'-6" STR rt A509 2 12 —4" STR ' A510 2 6' —1 1" STR A511 6 8'-10" 103 3'-10" 1'-2" 3'-10" 3 3/4" A512 4 9'-8" 102 1'-0" 2'-0" 4'-8" 1'-0" 1 —0" 3 3 4" A513 4 8'-7" 106 1'-0" 5'-0" 81" 81" 1'-0" 3 3/4" A514 4 5'-6" 103 2'-2" 1'-2" 2'-2" 3 3/4" A515 4 4'-4" 103 2'-2" 1'-2" 1'-0" 3 3/4" A516 4 4'-0" 104 1'-0" 3'-0" 3 3/4" A517 4 4'-0" 104 1'-0" 3'-0" 3 3/4" A601 14 36'-7" STR A602 14 15' —0" STR A603 14 37'-6" STR 0 A604 14 15'-0" STR• A801 52 14'-10" 112 13'-0" 6" 11" A802 99 18'-7" 104 1'-4" 17'-3" 6" A803 99 22'-1" 128 1'-4" 20'19" 3'-3" 6" A401 14 36' —0" STR A402 14 15'-0" STR A501 43 35'-7' 107 4'-5" 13'-0" 2 1/2" 5 1 /2" A502 30 35' —6" STR A503 30 15' —6" STR A504 24 7'-6" 103 1'-6" 4'-6" 1'-6" 3 3/4" A505 24 4'-9" 104 1'-6" 3'-3" 3 3/4" A506 99 6'-8" 104 2'-2" 4'-6" 3 3/4" A507 50 6'-5" 103 4'-3" 1'-0" 1'-2" • 3 3/4" A508 10 13'-6" STR A509 2 12'-4" STR , A510 2 6'-1 1" STR A511 6 8'-10" 103 3'-10" 1'-2" 3'— 10" • 3 3/4" A512 4 9'-8" 102 1'-0" 2'-0" 4'-8" 1'-=0" 1'-0" 3 3/4" A513 4 8'-7" 106 1'-0" 5'-0" 81" 81" 1,-0" 3 3/4" A51'4 4 5'-6" 103 2'-2" 1'-2" 2'-2" 3 3/4" A515 4 4'-4" 103 2'-2" 1,_2" 1 '-0"3 3/4" A516 4 4'-0" 104 1'—O" 3,_0" 3 3/4" A517 4 4'-0" 104 1'-0" 3'-0" 3 3/4" A601 14 36'--7' STR A602 14 15'-0" STR A603 14 i 37' —6" STR A604 14 15'-0" STR A801 52 14'-10" 112 13'-0"" 6 11 " A802 99 18'-7" 104 1'-4" 17'-3" 6" A803 99 22'-1" 128 1'-4" 20'-9" 3'-3" 6" W a BILL OF MARK NO. LENGTH TYPE It *PIN HOOK P401 104 11'-0" STR P402 10 37'-6" STR P403 10 11'— STR EP404 P405 368 3'-3' 113 6" 2 " 2" 4 1/2" 57 14'-11" 136 3'-2" 3'-8" 2, —8►► 6" 9" 3" 4 1/2" P406 2 136 2'-11" 3' 2'-3" 6" 9 2" 4 1 /2" P407 2 12'-5" 107 3'-2" 2' —8" TANDARD H KS 180' FED. ROAD REG. NO. STATE 7 NEBR. FED. AID PROJ. NO. F—TMT-34-4(1014) NO. REVISIONS 18 PIN DIAMETERS FOR BENDS AND> HOOKS P408 30 4'-3" 113 6" 3'-4" 2" 4 1/2" P409 55 4,-4" 103 6" 3'-4" 6" 2" 4 1/2" P410 5'-2" 103 1'-0" 3'-2" P501 24 37'-6" STR P502 24 11'-6" STR EP503 32 31'-7" STR EP504 32 -8" STR EP505 P506 32 11'-1" 10 31'-1 1" 129 2'-0" —0" —4" BAR SIZE 90° HOOK HOOK H 180° HOOK HOOK H 4 5 6 7 8 9 10 11 6 3/4" 8 1/2" 10 1/4" 1,-0" °-1 1/2" 1'-4" 1'-6" 1,-8" STR 6" 7„ 8 1/4" 9 3/4" 11" 1'-3" 1'-4 3/4" 1'-6 1/2" BAR 90° HOOK W SIZE HOOK H II 3 4 0 5 6 7 N 135° HOOK HOOK H 2 3/4" 3 1 /2" 4 1/2" 10 1/4" 1'-0" 1'-1 1/2" 3 1/2" 4 1 /2" 5 1/2" 7 3/4" 9„ 10 1/4" d=bar size Dp=pin diameter cn BAR SIZE Dp 4 5 6 7 8 9 10 3 /4" 4 1/2" 5 1/4" 6" 9', 10 1/4 11 1/4" BAR SIZE Dp 3 4 5 6 7 8 1 1/2" 2" 2 1/2" 4 1/2" 5 1 f 4" P507 2 33'-1:1" STR P508 8 10'-9" 129 2'-6" 2'-6" —8" P509 10 11'-11" STR P510 2 15'-9" STR BENDING DIAGRAMS ALL DIMENSIONS ARE OUT TO OUT NOT TO SCALE EP511 10 8'-8" 103 3'-2" 2'-4" —2" EP512 6'-6" STR EP701 180 22' -8" 104 20'-8" 2'-0" 5 1/4" P801 58 12'-10" 112 11'-0" 6" 11" P BAR SETS MARK MAX. LENGTH MIN. LENGTH NO. OF SETS BARS PER SET A505 5' —10" 3' — 8" 4 12 BAR SETS MARK MAX. LENGTH MIN. LENGTH NO. OF SETS BARS PER SET * Minimum Diameter for Bends 102 B L 113 135' Hook 103 B A NOTES: 104 A C129 5' Hook 107 104A EPDXY COATED REBAR INDICATED BY "E" AS FIRST LE I l ER OF BAR MARK. FIRST NUMERAL OF BAR MARK INDICATES BAR SIZE (IN EIGHTHS OF AN INCH). L13.1_sAIL-L. C Max. 112 180' Hook NEBRASKA DEPARTMENT OF ROADS BRIDGE DIVISION STATE RD. B.N.R.R. OVER U.S. 34 (BURLINGTON AVE.) SKEW 3'49'40.4" HIGHWAY NO. U.S. 34 DESIGN ALTERNATE E80 REF. POST 209+67 STA. 8006+26.85 BNRR COUNTY ADAMS 111 +12.69 U.S. 34 2 — 47' 2" SPANS STEEL, PAN BALLAST DECK -- SIMPLE SPAN 8 UNCOLN TO MCCOOK BRIDGE 156..42 BILL OF BARS ;117 BURLINGTON NORTHERN RAILROAD COMPANY BRIDGE AUTH: 95— 1 LINE SEG.: 0002 BRIDGE ENGINEERING APPROVED: CHIEF ENGINEER OF STRUCTURES FORT WORTH, TX. HNTB DESIGNED BY DLM DETAILED BY CHECKED BY TAB DLM 5/94 BRIDGE ENGINEER SPECIAL PLAN NO, 0002 —156.42--18 CN4/200C.DGN 1Cf) P T1ONAL CONSTRUCTION JOINT CONTROL PANEL -- - -,\E JUNCTION BOX— II/2" 0 CONDUIT TO LEVEL CONTROL 31/2",e) FEEDER CONDUIT TO PUMP MOTORS ht 6" 0 CONDUIT TO SERVICE POLE - STA I/O # 00 WATER NOTES: TOTAL 1FNGTH OF 31/2" CONDUIT = 75 FEET (APPROX.) TOTAL 1 FNGTH OF 11/2" CONDUIT = 16 FEET (APPROX.) ti- r- JUNCTION BOX (DISCHARGE BOX) - 30" 0 OUTLET PIPE 8" 0 DISCHARG \I 27" INI FT PIPE STA. 110 - 04 E PROJECT ELEV. /930.44 -, EI FV. 1926.11 -\1: 6" IH OPTIONAL CONSTRUCTION JOINT 27"0 INLET PIPE FLOW LINE ELEV. 1905.6 BOTTOM OF WALL - ELEV. 1897.00 - fv-) E PUMPS I0'-8" 601 STEP 10/-8" PLAN OF PUMP PIT 9/61 ACCESS DOOR -\ I ; • i ,- — r . ' . -STA I/O 00 ACCESS DOORS OF ADEQUATE SIZE AND LOCATED TO PROVIDE FOR PUMP REMOVAL PUMP PIT PUMPS -MANHOLE 6" 3 33 ; ;. • t a 1 'If a I j, • tt i • r ; 1 1 1 tr fi II , 3/ 1 111 ''l I- 11 ! • I r 4 1 1 - + 4 ••••„_—r _ •r..; r•-• 1.1 em, t !2/-3" 41-10'1 2/-5'1 2i-5" 41-10" 9'-6/' -.##? I0'-8" 101-8" 13 3, L 1 dl 91-6" , 1 t ELEVATION OF PUMP PIT • MANHOI F I' -O" 6, 1 PUMPS 57' 0" TO PROJECT 8" 1'57/8" ACCESS DOORS OF ADEOU AT E Z AND LOCATED TO PROVIDE FOR PUMP REMOVAL El Ft/. 1930.44 El FV. 1926J1 MANHOLE 1 tt, • - £ PUMP PIT 8" !NI FT FLOW LINE ELEV. 1928.2 JUNCTION BOX 5.1111.TT. - PROJECT NUMBER SHEET NO. 34 - 4(1014) THE ITEM "PUMPING STATION AT STA. I/O Oa SHALL BE MEASURED AND PAID FOR AT THE CONTRACT PRICE, ONE EACH. SUCH PAYMENT SHALL BE FULL COMPENSATION FOR PREPARATION, FURNISHING AND PLACING OF ALL MATERIALS AND ALL EQUIPMENT, TOOLS, LABOR AND INCIDENTALS NECESSARY TO COMPI FTE THE WORK. THE ITEM "PUMPING STATION AT STA I/O - 0(7 SHALL INCLUDE BOTH THE PUMP PIT AND THE JUNCTION BOX. THE CONTRACTOR MAY USE SHORING TO PROTECT THE STRUCTURE AND SHALL BE RESPONSIB1F FOR THE EXACT TYPE, STYLE AND LAYOUT USED. THE SHORING SHALL NOT BE PAID FOR DIRECTLY, BUT SHALL BE CONSIDERED SUBSIDIARY TO THE ITEM "PUMPING STATION AT STA. I/O 00. ALL EXCAVATION AND BACKFILL SHALL NOT BE PAID FOR DIRECTLY, BUT SHALL BE CONCIDERED SUBSIDIARY TO THE ITEM "PUMPING STATION AT STA. I/O - 00% PUMPS,,SHAI I BE 1500 G.P.M. SUBMERSIB1F TYPE, FOUR (4) REQUIRED. SEE SPECIAL PROVIS1ONS:' ALL INTERIOR CONCRETE SURF ACES OF PUMPING STATION SHALL BE COATED WITH COAL TAR EPDXY. SEE SPECIAL PROVISIONS. ALL CONCRETE USED SHALL BE CLASS "47B# WITH A COMPRESSIVE STRENGTH OF 3,000 PSJ. IN 28 DAYS. ALL REINFORCING STEEL SHALL CONFORM TO THE REQUIREMENTS OF A.S.T.M. DESIGNATION A6/5 OR A617, GRADE 60, WITH A WORKING STRES'; OF 24.000 P.S.I. THE MINIMUM COVERING, MEASURED FROM THE FACE OF THE CONCRETE TO THE SURFACE OF ANY REINFORCING BAR, SHALL BE 2", EXCEPT WHERE SHOWN. USE NO.6 BARS FOR STEPS. GAIVAAIIZE BARS AFTER BENDING, PLACE AT l'-4" CENTERS AND EMBED INTO CONCRETE. CONCRETE QUANTITIES REFLECT A DEDUCTION FOR THE MANHOI F, 27" 0 INI FT PIPE, AND ACCESS DOOR OPENINGS ONLY. THE 27" 0 INLET PIPE, 6" 0, 31/2" 0,11/2" 0 CONDUIT AND 8" ,0 DUCTII F PIPE SHALL NOT BE PAID FOR DIRECTLY, BLIT SHALL BE CONSIDERED UAIDIARY TO THE ITEM "PUMPING STATION AT STATION 110 - 00". CAST IRON COVERS AND FRAMES SHALL CONFORM TO THE SPEC/AL PLANS AND STANDARD SPECIFICATIONS. C. N. 41200 STRUCTURE NUMBER BRIDGE ENGINEER CONTROL PANEL OPTIONAL CONSTRUCTION JOINT OPTIONAL CONSTRUCTION JOINT FLOW LINE ELEV. 1905.6 27" 0 INLET PIPE BOTTOM OF WALL - Lc" El FV. !897.00 itt FLOW LINE El FV. 1925.9 -- 4 - 8" 0 DISCHARGE PIPES - ELECTRIC CABLES TO PUMPS LIFT CABLES 1/-0" GUIDE RAILS PUMP 8"� TO 6" 0 REDUCER 4/-0" 4/-0" 11-2" — • 5'-2" 51-?" SIDE ELEVATION OF PUMP PIT 6" 0 CONDUIT TO SERVICE POLE ROADS - BRIDGE DIVISION NEBRASKA STATE OF OU ANT IT 1E S.- PUMPING STATION AT STA. I/O 00 I EACH QUANTITIES- FOR INFORMATION ONLY (QUANTITIES SHOWN ARE FOR PUMP PIT ONLY) CLASS "47BH CONCRETE REINFORCING STEEL CAST IRON COVERS AND FRAMES 82.0 8,225 125 CU. YDS. POUNDS POUNDS SPECIAL PLAN NO. • aminni .., t,1 . ...,‘ 1 itcy r ...... , ,-t- ft• l.wl, *st•.:4.3 ft" . 4... Itiu . - _ ._ • , — 3.4 --f -. ..,, a .1.i .....11 , „ .- - 1; • ' „0. "; ._ I itir- 11- ' i Vs! ) ! •-"". V / t *--/' ..44 t,t. 1 ' V , i 1 - * --e itt_-_, t , . . I - _ .i. ..t- .. -tr.* 1 I I 7-5' -1`-/0" ... ,...... , , * 6" IH OPTIONAL CONSTRUCTION JOINT 27"0 INLET PIPE FLOW LINE ELEV. 1905.6 BOTTOM OF WALL - ELEV. 1897.00 - fv-) E PUMPS I0'-8" 601 STEP 10/-8" PLAN OF PUMP PIT 9/61 ACCESS DOOR -\ I ; • i ,- — r . ' . -STA I/O 00 ACCESS DOORS OF ADEQUATE SIZE AND LOCATED TO PROVIDE FOR PUMP REMOVAL PUMP PIT PUMPS -MANHOLE 6" 3 33 ; ;. • t a 1 'If a I j, • tt i • r ; 1 1 1 tr fi II , 3/ 1 111 ''l I- 11 ! • I r 4 1 1 - + 4 ••••„_—r _ •r..; r•-• 1.1 em, t !2/-3" 41-10'1 2/-5'1 2i-5" 41-10" 9'-6/' -.##? I0'-8" 101-8" 13 3, L 1 dl 91-6" , 1 t ELEVATION OF PUMP PIT • MANHOI F I' -O" 6, 1 PUMPS 57' 0" TO PROJECT 8" 1'57/8" ACCESS DOORS OF ADEOU AT E Z AND LOCATED TO PROVIDE FOR PUMP REMOVAL El Ft/. 1930.44 El FV. 1926J1 MANHOLE 1 tt, • - £ PUMP PIT 8" !NI FT FLOW LINE ELEV. 1928.2 JUNCTION BOX 5.1111.TT. - PROJECT NUMBER SHEET NO. 34 - 4(1014) THE ITEM "PUMPING STATION AT STA. I/O Oa SHALL BE MEASURED AND PAID FOR AT THE CONTRACT PRICE, ONE EACH. SUCH PAYMENT SHALL BE FULL COMPENSATION FOR PREPARATION, FURNISHING AND PLACING OF ALL MATERIALS AND ALL EQUIPMENT, TOOLS, LABOR AND INCIDENTALS NECESSARY TO COMPI FTE THE WORK. THE ITEM "PUMPING STATION AT STA I/O - 0(7 SHALL INCLUDE BOTH THE PUMP PIT AND THE JUNCTION BOX. THE CONTRACTOR MAY USE SHORING TO PROTECT THE STRUCTURE AND SHALL BE RESPONSIB1F FOR THE EXACT TYPE, STYLE AND LAYOUT USED. THE SHORING SHALL NOT BE PAID FOR DIRECTLY, BUT SHALL BE CONSIDERED SUBSIDIARY TO THE ITEM "PUMPING STATION AT STA. I/O 00. ALL EXCAVATION AND BACKFILL SHALL NOT BE PAID FOR DIRECTLY, BUT SHALL BE CONCIDERED SUBSIDIARY TO THE ITEM "PUMPING STATION AT STA. I/O - 00% PUMPS,,SHAI I BE 1500 G.P.M. SUBMERSIB1F TYPE, FOUR (4) REQUIRED. SEE SPECIAL PROVIS1ONS:' ALL INTERIOR CONCRETE SURF ACES OF PUMPING STATION SHALL BE COATED WITH COAL TAR EPDXY. SEE SPECIAL PROVISIONS. ALL CONCRETE USED SHALL BE CLASS "47B# WITH A COMPRESSIVE STRENGTH OF 3,000 PSJ. IN 28 DAYS. ALL REINFORCING STEEL SHALL CONFORM TO THE REQUIREMENTS OF A.S.T.M. DESIGNATION A6/5 OR A617, GRADE 60, WITH A WORKING STRES'; OF 24.000 P.S.I. THE MINIMUM COVERING, MEASURED FROM THE FACE OF THE CONCRETE TO THE SURFACE OF ANY REINFORCING BAR, SHALL BE 2", EXCEPT WHERE SHOWN. USE NO.6 BARS FOR STEPS. GAIVAAIIZE BARS AFTER BENDING, PLACE AT l'-4" CENTERS AND EMBED INTO CONCRETE. CONCRETE QUANTITIES REFLECT A DEDUCTION FOR THE MANHOI F, 27" 0 INI FT PIPE, AND ACCESS DOOR OPENINGS ONLY. THE 27" 0 INLET PIPE, 6" 0, 31/2" 0,11/2" 0 CONDUIT AND 8" ,0 DUCTII F PIPE SHALL NOT BE PAID FOR DIRECTLY, BLIT SHALL BE CONSIDERED UAIDIARY TO THE ITEM "PUMPING STATION AT STATION 110 - 00". CAST IRON COVERS AND FRAMES SHALL CONFORM TO THE SPEC/AL PLANS AND STANDARD SPECIFICATIONS. C. N. 41200 STRUCTURE NUMBER BRIDGE ENGINEER CONTROL PANEL OPTIONAL CONSTRUCTION JOINT OPTIONAL CONSTRUCTION JOINT FLOW LINE ELEV. 1905.6 27" 0 INLET PIPE BOTTOM OF WALL - Lc" El FV. !897.00 itt FLOW LINE El FV. 1925.9 -- 4 - 8" 0 DISCHARGE PIPES - ELECTRIC CABLES TO PUMPS LIFT CABLES 1/-0" GUIDE RAILS PUMP 8"� TO 6" 0 REDUCER 4/-0" 4/-0" 11-2" — • 5'-2" 51-?" SIDE ELEVATION OF PUMP PIT 6" 0 CONDUIT TO SERVICE POLE ROADS - BRIDGE DIVISION NEBRASKA STATE OF OU ANT IT 1E S.- PUMPING STATION AT STA. I/O 00 I EACH QUANTITIES- FOR INFORMATION ONLY (QUANTITIES SHOWN ARE FOR PUMP PIT ONLY) CLASS "47BH CONCRETE REINFORCING STEEL CAST IRON COVERS AND FRAMES 82.0 8,225 125 CU. YDS. POUNDS POUNDS SPECIAL PLAN NO. • 602 AT 12" CTRS. L 526 PLACED AS SHOWN "1 - AT 12" CTRS. 520 AT 12" CTRS. cc 5/8 AT 12" 604 AT 8" CTRS. --- STA I/O '00 504 AT 12" CTRS.-----1 502 TO MATCH 518 A 1 SECT 10 N 4 -A r r 408 AT 12" CTRS. - E PUMP PIT- ! 406 PLACED AS SHOWN 520 OR 522 ----- AT 12" CTRS. 408 AT 12" CTRS.- -526 PLACED AS SHOWN 50/ TO MATCH 506— 504 AT 12" CTRS. 508 AT 12" CTRS. STA. 110 # 00 0 6;1 5gS. AT5.1 CTRS. r---' , T T ' 510,512 OR 514 12" CTRS. vitAT 404 AT 12" CTRS.—( c..> 1 520,522 OR 524 c\i V 60/ STEP -- AT 12" CTRS. t -._- . . . a .- 4 -A-- J._ _ 506 AT 12" CTRS. a-1 504 AT 12" CTRS. ! 4 1 1 1 1-3 i-- 4 , 1 1 i , f F r ! 1 -+- LOP --4- 4 _ , 111 j +- , 4- .4- .i.— - t - -4- I 1 4 - - .----4- ' --i-- -I- -4- 4- -- I- 4 4-----i 1 - - ! ' -4--- ; 4. 1 1 11__.— 4_ 504 AT 12" CTRS.-----1 502 TO MATCH 518 A 1 SECT 10 N 4 -A r r 408 AT 12" CTRS. - E PUMP PIT- ! 406 PLACED AS SHOWN 520 OR 522 ----- AT 12" CTRS. 408 AT 12" CTRS.- -526 PLACED AS SHOWN 50/ TO MATCH 506— 504 AT 12" CTRS. SECTION B -B 503 TO MATCH —408 AT 12" CTRS. 518 AT 12" CTRS. 504 AT 12" CTRS. L- 408 AT 12" CTRS. f. PUMP PIT 508 - 5/6 AT 12" CTRS.-4\ 5/4 AT 12" CTRS. (43 cc 1 (...) , , ! 402 AT 12" CTRS. ---) h 1 1-- , ,' er 0 1 4 1 I '4 r r • I 4 —4 -4- 4.- 4.- r r • DETAIL - (TYPICAL) 518 AT 12" CTRS. 504 AT 12" CTRS. -DETAIL - A (TYPICAL) 502 TO MATCH 518 -602 AT 12" CTRS. 604 AT 8" CTRS. 512 AT 12" CTRS. 5/4 AT /2" CTRS. 506 AT 12" CTRS. 504 AT 12" CTRS. 1 502 TO MATCH 506 4; 1. -J 508 AT 12" CTRS. 504 AT 12" CTRS. 502 TO MATCH 508 5/2 AT /2" CTRS. 604 AT 8" CTRS. 602 AT 12" CTRS. SECTIONAL ELEVATION OF PUMP PIT- SECTION C -C 5/6 AT 12" CTRS. -•• STA 110 # 00 508 AT 12" CTRS. STA. 110 # 00 0 6;1 5gS. AT5.1 CTRS. r---' , T ' 510,512 OR 514 12" CTRS. vitAT 404 AT 12" CTRS.—( c..> 1 520,522 OR 524 c\i V 60/ STEP -- AT 12" CTRS. t -._- . . . a .- 4 -A-- J._ _ 506 AT 12" CTRS. a-1 504 AT 12" CTRS. SECTION B -B 503 TO MATCH —408 AT 12" CTRS. 518 AT 12" CTRS. 504 AT 12" CTRS. L- 408 AT 12" CTRS. f. PUMP PIT 508 - 5/6 AT 12" CTRS.-4\ 5/4 AT 12" CTRS. (43 cc 1 (...) , , ! 402 AT 12" CTRS. ---) h 1 1-- , ,' er 0 1 4 1 I '4 r r • I 4 —4 -4- 4.- 4.- r r • DETAIL - (TYPICAL) 518 AT 12" CTRS. 504 AT 12" CTRS. -DETAIL - A (TYPICAL) 502 TO MATCH 518 -602 AT 12" CTRS. 604 AT 8" CTRS. 512 AT 12" CTRS. 5/4 AT /2" CTRS. 506 AT 12" CTRS. 504 AT 12" CTRS. 1 502 TO MATCH 506 4; 1. -J 508 AT 12" CTRS. 504 AT 12" CTRS. 502 TO MATCH 508 5/2 AT /2" CTRS. 604 AT 8" CTRS. 602 AT 12" CTRS. SECTIONAL ELEVATION OF PUMP PIT- SECTION C -C 5/6 AT 12" CTRS. -•• STA 110 # 00 PLAN OF 1/4" 2" I 1/4 DETAIL - 8 C PUMP DE TAIL A * THERE SHAH BE A 2'-0" LAP OF VERTICAL BARS WHERE SPLICES ARE REQUIRED AT KEYED JOINTS. PIT PROJECT NUMBER SKEET , 34 - 4(1014) PUMP PIT 1 5/4 AT /2" CTRS. C.N. 41200 STRUCTURE NUMBER BRIDGE ENGINEER BILL 0 F MARK NO. BARS LENGTH TYPE 402 404 406 14 48 25'-41/4" AV . 6 408 124 91-0" 5'-3" AV 31-0" STR. STR. STR. 107 501 18 502 54 503 18 31-0" 101 STR. 31-0" 103 504 62 26'-8" STR. 506 18 32'-G" STR. 1- 508 18 36'-6" STR. r 510 24 21'-O" STR. 512 26 201-8" STR. 5/4 23 20/-0" STR. 5/6 21 518 18 8 AR SETS NO. MARK OF SETS MAX. MIN. LENGTH LENGTH PER SET 1 524 I 520 24 BARS 1 522 SY-8" STR. 34'-.3" AV. STR. 10/-0/1 STR. 26 /0 518 2 526 2 -t 402 2 406 2 4 36'-5" 321-1" 9 ; 526 7/-4" 11-4" 4-4 .; 8 91-0" 4'-4" AV. STR. STR. STR. i) 26'-I0" 23'-101/2" 7 601 20 3'-6" 105 1-- 1 7'--J" 31-3" 3 602 ' 12 22'-O" STR. 604 34 ii' -o— STR. 1 BENDING DIAGRAM NOTE: ALL DIMENSIONS ARE MEASURED OUT TO OUT. 107 26.5° 61' NOT TO SCALE. 105 CD Q a. DATE FEBUARY, /995 ct 0 bdti a,) L Z CZ 0 a:4 A A - BRIDGE DIVISION - DEPARTMENT OF STATE OF NEBRASKA 4 SPECIAL PLAN NO. // T 1 ! 4 1 1 1 1-3 , 1 i , f F I 1 ! 1 LOP _ PLAN OF 1/4" 2" I 1/4 DETAIL - 8 C PUMP DE TAIL A * THERE SHAH BE A 2'-0" LAP OF VERTICAL BARS WHERE SPLICES ARE REQUIRED AT KEYED JOINTS. PIT PROJECT NUMBER SKEET , 34 - 4(1014) PUMP PIT 1 5/4 AT /2" CTRS. C.N. 41200 STRUCTURE NUMBER BRIDGE ENGINEER BILL 0 F MARK NO. BARS LENGTH TYPE 402 404 406 14 48 25'-41/4" AV . 6 408 124 91-0" 5'-3" AV 31-0" STR. STR. STR. 107 501 18 502 54 503 18 31-0" 101 STR. 31-0" 103 504 62 26'-8" STR. 506 18 32'-G" STR. 1- 508 18 36'-6" STR. r 510 24 21'-O" STR. 512 26 201-8" STR. 5/4 23 20/-0" STR. 5/6 21 518 18 8 AR SETS NO. MARK OF SETS MAX. MIN. LENGTH LENGTH PER SET 1 524 I 520 24 BARS 1 522 SY-8" STR. 34'-.3" AV. STR. 10/-0/1 STR. 26 /0 518 2 526 2 -t 402 2 406 2 4 36'-5" 321-1" 9 ; 526 7/-4" 11-4" 4-4 .; 8 91-0" 4'-4" AV. STR. STR. STR. i) 26'-I0" 23'-101/2" 7 601 20 3'-6" 105 1-- 1 7'--J" 31-3" 3 602 ' 12 22'-O" STR. 604 34 ii' -o— STR. 1 BENDING DIAGRAM NOTE: ALL DIMENSIONS ARE MEASURED OUT TO OUT. 107 26.5° 61' NOT TO SCALE. 105 CD Q a. DATE FEBUARY, /995 ct 0 bdti a,) L Z CZ 0 a:4 A A - BRIDGE DIVISION - DEPARTMENT OF STATE OF NEBRASKA 4 SPECIAL PLAN NO. // cp E JUNCTION BOX zI 3 - 601 STEP 8",e) DISCHARGE PIPE - 4`-2" 8" STA I/O 00 4'-2" r—MANHOI F 3`-6" 8" -- 30" Gr OUTI FT PIPE I 11.-11.3 L=L -7= L -7-4"JIE 1__1 El= PLAN OF JUNCTION BOX // 504 AT 12" CTRS. 506 506 MANHOLE 406 AT 12" CTRS. 401 TO MATCH 402 AND 404 Ti B JUNCTION BOX LID 504 AT 12" CTRS. - 502 AT /7' CTRS. A .....toosomemsof 8"� DISCHARGE PIPE r JUNCTION BOX LJD 406 AT 12" CTRS. -- 402 AT 12" CTRS. 404 AT 12" CTRS. SECT ION A -A (STEPS NOT SHOWN) 40/ TO MATCH 402 AND 404 JUNCTION BOX UD — £ JUNCTION BOX 2'-8" 21-0" 8" DISCHARGE PIPE FLOW UNEELEV. 19282 8" DISCHARGE PIPE .11.01001.- MANHOIF 977/7/7, 30" 0 OUTI FT PIPE PROJECT NUMBER -- NATURAL GROUND FLOW LINE E. 1925.9 ELEVATION OF JUNCTION SOX 502 AT /7' CTRS. JUNCTION BOX LID 504 AT 12" CTRS. MANI-/0/ F 406 AT 12" CTRS. 406 AT 12" CTRS. 401 TO MATCH 402 AND 404 404 AT 12" CTRS. 402 AT 12" CTRS. SECTION 8-8 (STEPS NOT SHOWN) - 401 TO MATCH 402 AND 404 34 - 4(1014) NOTES FOR ADDITIONAL NOTES SEE SHEET NO.1 OF 3. FIELD BEND AND/OR CUP REINFORCING STEEL WHERE NECESSARY TO CI FAR MANHOI F AND PIPE OPENING AND TO ALLOW FOR MINIMUM CLEARANCE. THE JUNCTION BOX LID SHAH BE PRECAST. THE CAST IRON COVERS AND FRAMES SHALL BE MCK/NI FY TYPE NO. NG28M AND SHALL CONFORM TO THE SPECIAL. PLANS AND STANDARD SPECIFICATIONS. CONCRETE QUANTITIES REF1FCT A DEDUCTION FOR THE CONCRETE PIPE AND MANHOI F CO/ETR ONLY. USE 601 BARS FOR STEPS AS SHOWN AT l'-4" CENTERS STARTING FROM THE TOP OF THE BOX AND EMBED 4- INTO THE CONCRETE. QUANTITIES FOR INFORMATION (QUANTITIES SHOWN FOR JUNCTION BOX ONLY) CLASS "478" CONCRETE REINFORCING STEEL CAST IRON GRATES AND FRAMES 0 N L Y 4.4 CU. YDS. 405 POUNDS 400 POUNDS BILL OF SARS BENDING DIAGRAM r MARK NO. LENGTH TTY PE NOTE: ALL DIMENSIONS ARE MEASURED t t 601 3 - - — -- - --- ------ OUT TO OUT. Y-6" 105 502 504 506 6 8'-0" 9 4 3`-0" STR. STR. STR. 401 402 404 26 3'-4" 16 8`-0" 19 5-01' 103 STR. STR. 406 26 4'-4" STR, NOT TO SCALE. 103 \._ l'-0" 6" 105 6" STRUCTURE NUMBER BRIDGE ENGINEER DATE FEBUARY. 1995 - BRIDGE DIVISION ebraska SPECIAL PLAN NO. SHEET NO. 1 " 2T ►, II II II II II II I► ►, ft 1, ►I " If II ►I ►I I, 1I " II It I► If II '1 ,I II It 11 INDEX OF SHEETS 2S1 -2S3 2A1 -2A2 2N1 -2N2 2P 3-6 7 14 15 - 22 23 -30 31 - 38 31-213 44-4(0 " 47 - 67 I► I, 58 - 59 60-68 69 - n 77-80 " 81 - 94 "► 95 - 112 SPECIAL PLAN 1 STEEL PAN BALLAST DECK SIMPLE SPAN BEAM BRIDGE (B,N,R,R,) STA. 111+12,69 " 113-115 SPECIAL PLAN 1C PUMPING STATION STA, 110+00,00 RT, 116 SPECIAL PLAN 2C TERRACE STEPS 117-119 SPECIAL PLAN 3C GRATE INLET STA. 123+52.00 STA. 7013+67.00 17' LT. 120- 121 SPECIAL PLAN 4C AREA INLET WITH GRATE 122 SPECIAL PLAN 5C 24" R.C.S,P. MANHOLE STA, 111+13.00 RT. & LT. 123 SPECIAL PLAN 6C SPECIAL CURB INLET 124 SPECIAL PLAN 7C CURB RAMPS 125-I28 SPECIAL PLAN 8C IMPACT ATTENUATOR 129-138 SPECIAL PLAN 9C MODULAR BLOCK RETAINING WALL ,R2 SHEETS 43315134 139 SPECIAL PLAN 10C EROSION CONTROL 140-142 SPECIAL PLAN 11 C TYPt AL URBAN TRAFFIC CONTROL PLAN R1 - R10 RIGHT-OF-WAY SHEETS R3 UPDATED R4 81 R5 W/TR. 1004 SUP!? X1 - X15 CROSS SECTIONS TITLE PAGE TYPICAL CROSS SECTIONS SUMMARY OF QUANTITIES RI SHEETS 2-S 1 & 2-S PHOTO MAPS GENERAL INFORMATION PHASING PLAN PLAN & PROFILE SHEETS GEOMETRICS & GRADES DRAINAGE Q SHEET 22 REMOVALS CONSTRUCTION SOUTH ST. PLANS (BURLINGTON -LINCOLN) SOUTH ST. UTILITIES BY OTHERS UTILITY PLANS RI SHEETS 50,51 & 52, ADDED SHEET 57A LANDSCAPING PLANS ROADWAY LIGHTING PLANS TRAFFIC SIGNAL PLANS Rq. SHEET 75 PAVEMENT MARKING PLANS DRAINAGE STRUCTURE CROSS SECTIONS R2 SHEETS 83,84,85,8T-91,93,94 SHEETS 2-S1 8 2-S If ►I II II II It I/ It II STD. PLAN NO. 301-R7 329 425-R2 428-R1 435 443-R6 617-R3 710-R2 910-R1 911 912-R2 914-R2 920-R4 I/ It II I, II I► II If II II 1I It It II I► If II I/ II /, It II II It It If II II I/ I► I! If " (3 SHEETS) PAVEMENT DETAILS (4 SHEETS) 6 TO 14 INCH CONCRETE PAVEMENT COLLARS AND ELBOWS FOR CONCRETE PIPES CONCRETE PLUGS AND FIELD PIPE TAP DETAILS (3 SHEETS) MANHOLE (2 SHEETS) CURB INLETS AND JUNCTION BOX (2 SHEETS) CONCRETE PILING (2 SHEETS) FENCE DETAILS SIGNAL FACE CONFIGURATION SIGNAL MOUNTING TRAFFIC SIGNAL POLE DETAILS PULL BOX DETAIL (2 SHEETS) TRAFFIC CONTROL CONVENTIONAL SIGNS ROW LEGEND FENCE LINE GUARD RAIL TRAVELED WAY DIKE CULVERTS RAILROAD RIGHT OF WAY POWER POLE TELEPHONE or TELEGRAPH POLE MARSH HEDGE TREES x x x LIMITS OF CONSTRUCTION • PREVIOUS R.O.W. NEW R.O.W. xxxxxxxxxxxxx PERMANENT CHANNEL EASEMENT —1 PERMANENT FILL ENCROACHMENT TEMPORARY EASEMENT • EXCESS TAKING • PERMANENT EASEMENT EXCEPT CHANNEL .a1L�►- ,ilc‘. - EXISTING RAILROAD EASEMENT NEW RAILROAD PERMANENT EASEMENT O o 0 0 cl O NEW RAILROAD TEMPORARY EASEMENT SHEET 2-53 glIMMINIPM .0111111110•••111 OOOOOOOO • t1:1:1:1:I:1:I:I:I:1:1:1:1 STATE OF NEBRASKA DEPARTMENT OF ROADS PLANS FOR CONSTRUCTION HASTINGS UNDER}ASS ADAMS COUNTY 1010 St Stn St R 10 END PROJECT STA, 132+27.00 Bateman ,-tn St 6117 lnd St 1st St B.N. R. R. 1 If 550E — .--... r —; --Y7 -- Socrrn St Rd 550 L---.�� ---- HASTTI N G S 1 6 to ar 14 Rd 15500 13 G St Rari4eLane 281 J St Q o, Denver Ave 0 'n 0 0` 0 U 281, 231 0` U xs 0 0 0 REFERENCE POST NO. 209+53 TO REFERENCE POST NO. 210+07 EXCEPTIONS: FROM STA, TOTAL LENGTH OF EXCEPTIONS: TOTAL NET LENGTH OF PROJECT: TO STA. FEET 0 c 1 2,858,00 FEET 0.541 MILES BEGIN PROJECT STA, 103+69.00 T • APPROVED AS BUILT PLANS Grading performed by Concrete Pavement by Culverts by Landscaping by Bridge by Guard Rail by Fence by Electrical by General by Prepared by Approved by Jot...Le 21 Werner Construction Company Werner Construction Company Werner Construction Company Werner Construction Company Werner Construction Company Werner Construction Company Werner Construction Company Werner Construction Company Werner Construction Company Robert Borchers Robert Ruxton 19 ff. DEP TY DIRECTOR - ENGINEERING PROJECT NO. `,HFI 1 NO. F -TMT -34-4(1014) 1 bk CONTROL NO, 41200 AL CONTROL NO, CONTROL NO. ®5'SFPT 95 0 27 OCT 95 2OMAR 96 22 ,PR 96 THE 1985 NEBRASKA STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION APPROVED BY THE FEDERAL HIGHWAY ADMINISTRATION IN OCTOBER 1985, THE SUPPLEMENTAL SPECIFICATIONS DATED MAY 20, 1993 AND THE SPECIAL PROVISIONS APPLY TO THIS PROJECT, THE WORK ON TIIIS PROJECT CONSISTS OF GROUPS 1 -GRADING, 3 -CONCRETE PAVEMENT, 4 -CULVERTS, 5 -LANDSCAPING, 6 -BRIDGES, 7 -GUARD RAIL, 7B -FENCE, 8B -ELECTRICAL, & 10 -GENERAL h. GROUPS 1,3,4,5,6,7,7B,8B, & 10 ARE INCLUDED IN THE LETTING OF SEPTEMBER 14, 1995 AL GROUPS ARE INCLUDED IN THE LETTING OF ■ GROUPS ARE INCLUDED IN TILE LETTING OF DESIGN DESIGNATION NEW OR RECONSTRUCTION MUNICIPAL TRAFFIC YEAR: 1995 2015 ADT: 19,650 29,460 DHV: 1,965 2,950 T= 7 9L D. N.E.C. PRINCIPAL ARTERIAL CURBED ID 4444z 00 0 0 vr. 4- " 0 0 0 0 LS 0 - 0 0) 0 C LO CP • 0 0 0 0 <0 0 or• /usr/droft W1 W2 0.021/FT. MAX. 6:1 CONCRETE ABUTMENT (EXISTING) I 13'-0" yew AM. W5 12'-0" 0.02' /FT. 0.02' /FT. 0.02' /FT. 0 0.02'/FT. W6 Alm W3 W4 PROJECT NO. SHEET NO. 34-4 (1014) 2-T 121-0" 131-0" 0 0.02'/FT. 0.02'/FT. C.110111110611111.11M1113111111.111111111.,MbilliM11311121111011. I.._ 31-0" •11.1111111110 .01111.111•1 11001111111011101 11111100111•4 11111111111•••• 011•111•1••• IIMII&WIIMIKIIIIM1101101\111011M1b111111~110111.11116.111.11116,1116.111111111M11~11181311611011101\11~11~171110~11011\01111b. 4MMINIINIM MEM, 116111611116.11011.11171~1161111.11M10116WIMIIMINIMIKOZWILNIMI211101111101010116.111k vim 10' -0" 81-9" 0.02'/FT. 21 -0" Kr - GRANULAR BACKFILL AS REOID. * 0.021/FT. • AT UNDERPASS SIDEWALK/RETAINING WALL SECTION - LT. & RT. 101-0" 2' -0" AK -464.01k- 81-9" ** GRANULAR BACKFILL AS REQ1D. * 0.02'/FT. ** VARIES +0.021/FT. TO -0.02'/FT. SIDEWALK/RETAINING WALL SECTION - LT. & RT. 0.02'/FT. BURLINGTON AVENUE STATION TO STATION W1 W2 W3 W4 W5 W6 103+69 107+45 5' 6' 6' 5' 321-0" 321-0" 107+45 114+40 * * * * 321-0" 321-0" 114+40 120+33 18' 0 0 161-18' 321-0" 321-0" 120+33 123+67 10.5'-12' 6' 0 ** 18'** 321-0" 321-0" 123+67 125+41 5' 6' 0 18' 32'-0" 321-0" 125+41 127+02 5' 6' 0 11' 321-0" 321-0" 127+02 128+10 14' 0 6' 5' 32'-0" 32'-0" 128+10 130+35 5' 6' 6' 5' 321-0" 32'-0" 130+35 132+27 6' 10' 3' 5' 331-0" 331-0" * FOR STA. 107+45 TO STA. 114+40, SEE SIDEWALK/RETAINING WALL SECTIONS BELOW. **- FROM STA. 120+33 TO STA. 122+00, W3 = 10', W4 = W. 61-0" MAX. 6:1 01/111•110 0.02'/FT. IMMOIMMIM IIIIIIMII 0 tablIKIRIONKINILlIMOMIBIZIMMOVIIIMAM. 3' -0" •."1 MAX. SECTION AT UNDERPASS 21-0" 6" CURB 4" OR 6" SIDEWALK -4E- 4" OR 6" SIDEWALK CURB DETAIL 181-0" 0.02 /FT. I 3' -0" 6" 0 0 101-0" 81-9" 0.021/FT. GRANULAR BACKFILL AS REQ`D. * 0.02'/FT. 5' -0" GRANULAR BACKFILL AS REQ'D. SIDEWALK/RETAINING WALL SECTION - LT. & RT. 10' -0" 8'-9'' SIDEWALK/RETAINING WALL SECTION - LT. & RT. 181-0" 0.02'/FT. 6' -0" MAX. 6:1 MINORIbLIMPROMIWILMMINVIROMNIMIIIMMINE01.11.11110110.241101111111110hall .. 4-/ 0 SOUTH STREET STA. 0+74.13 TO STA. 4+72.43 3' -0" GRANULAR BACKFILL AS REQ1D. 0.021/FT. 0 MAX. 6:1 0.021/FT. 1111101011611111M1011171111211.2111.1121111611614101101116,1111611110116.1k116,1101011 0 3'-0" C.N. 41200 10" CONCRETE PAVEMENT 4" FOUNDATION COURSE SUBGRADE PREPARATION 4" CONCRETE SIDEWALK SHOULDER CONSTRUCTION PROFILE GRADE INTEGRAL CURB LONGITUDINAL JOINT 4" CONCRETE MEDIAN SURFACING SIDEWALK PROFILE GRADE MSE RETAINING WALL (HEIGHT VARIES) 12" GALVANIZED SLOTTED PIPE (STA. 110+48 LT/RT TO STA. 111+78 LT/RT 4' ALUMINUM ORNAMENTAL FENCE 4" CONCRETE SIDEWALK WITH CURB 6" CONCRETE SIDEWALK WITH CURB 1" PREFORMED EXPANSION JOINT FILLER NOTES: 1. MATERIAL FOR SHOULDER CONSTRUCTION AVAILABLE FROM EXCESS EXCAVATION. 2. FOR DETAILS NOT SHOWN, SEE STANDARD PLANS 301-R7 &•329 3. TINING IS NOT REQUIRED. 4. ALL JOINTS WILL BE HOT -POUR TYPE. 5. 6" & 8" CONCRETE PAVEMENT ARE ON SUBGRADE PREPARATION ONLY. 6. SEE SHEET 2N FOR DETAILS OF 12" GALVANIZED SLOTTED PIPE. CONCRETE CURB ,--- MILL CONCRETE CURB TO BE REMOVED ----, / TO THIS LINE CURB REMOVAL DETAIL ROADWAY DESIGN DIVISION PLANS CHECKED BY: DESIGNED BY DESIGN ENGINEER: 4 I f`,ATE: GRADING ITEMS GROUP 1 ITEM EROSION CONTROL, TYPE "C" INLET LINER MOBILIZATION GENERAL CLEARING AND GRUBBING EXCAVATION (ESTABLISHED QUANTITY) RE-ESTABLISH PROPERTY CORNER STONE SLOPE PROTECTION REMOVING PAVEMENT REMOVING ASPHALT SURFACE REMOVING DRIVEWAY REMOVING WALK REMOVING COMBINATION CURB & GUTTER REMOVING CURB REMOVE PARKING METER BASE REMOVING STEPS REMOVING RETAINING WALLS REMOVING RETAINING WALLS REMOVING CONCRETE SIGN BASE REMOVING TRACKS GRAVEL SURFACE COURSE CRUSHED ROCK FOR TEMPORARY SURFACING WALL MATERIALS SELECT GRANULAR BACKFILL FOR MECHANICALLY STABILIZED EARTH STRUCTURE C0#/9 5,9.# /7 ,Peoq;r VISE Wail C ?ij 5:9 1 20 S /Q n e S//Pe G o i .?6 .54_4.1 -?1< Mel ;/., /Ilse u/a // C0// 2y 5,911_22 _ C /eq.i7se' QrgOQi as 7freeS e a * 2q 5,9..%0 22 C C°,4 2Y s',% 4' 2.2.. clewd's a;" 7,ce. QUANTITY UNITS z o/D.6/o 3,-64STODe- SY 2. 000 6,000 EACH 1.000 LS 1,000 EACH 18,779,000 CY 3000 iq.nn0 EACH 0) 000.00( 5,3 4,OQO SF 22 /63.798 28-,2q3.000 SY //3i yoo (73.000 SY 77,9 .3.97 631.000 SY 39,579.57/ 37,-105.000 SF /20,000 100.000 LF 79, 00° 76.000 LF /7, 000 14,000 EACH obi EACH 2,000 EACH 41.000 LF /g. 000 3.000 EACH '/3, 006 198,000 LF 35./00 19.500 CY /97.606 200.000 CY 12,695.000 SF 3,675.000 CY Nick- ,?y 90 3G 74/640.5 i', 0i9ale""" o v c,i- Nb' * * * * * * * * * * Ptche> ;h COMPACTION REQUIREMENTS CLASS III ( See Specifications) DEPTH BELOW SOIL TYPE FINISH SUBGRADE Embankment/Roadway Silt -Clay Upper 3' Grading, including driveways which will receive Concrete Pavement Granular 11 At depths greater than 3' All depths Embankment, includ- Silt -Clay Upper 3' ing roads, detours, temporary roads and driveways which will receive Flexible pavement Granular At depths greater than 3' All depths Embankment of Roads All All depths which will not be surfaced Embankment of drive- All All depths ways not to be surf- aced Subgrade Preparation Silt -Clay The upper 6" of (Concrete Pavement) subgrade soil Granular Subgrade Preparation Silt -Clay The upper 6" of (Flexible Pavement). subgrade soil Granular „ Bituminous Pave- ment Patching Foundation Course ** All Underlying Material PERCENT DENSITY MOISTURE MINIMUM 96+3 Opt. -3% 95 Min. 100 Min. 100 Min. 95, Min. 100 Min. 95 Min. ** ** ** ** ** • ** / Opo <5__ ?7,5' S /, poo .l 5 /.Boo EAc4 0. 000 frae /• 000 [a64 REQUIREMENTS MAXIMUM Opt.+3% Opt.+2% ** Opt.+1% Opt.+2% ** ** Class I (See Specifications) 96+3 Opt. -3% 100 Min. 100 Min. 100 Min. 100 Min. ** ** ** ** Opt.+3% ** Opt.+1% ** 100 Min. (See Specifications) Moisture as necessary to obtain density. * * * * * * * * * * * * * * * * * SUMMARY OF QUANTITIES PAVEMENT ITEMS GROUP 3 ITEM SODDING BUFFALO GRASS SODDING ADJUST VALVE BOX TO GRADE MOBILIZATION CONCRETE BARRIER CURB COMBINATION CONCRETE CURB AND GUTTER CONCRETE SIDEWALKS CONCRETE SIDEWALKS 4" WITH CURB CONCRETE SIDEWALKS 6" WITH CURB CONCRETE SIDEWALKS 5" CONCRETE MEDIAN SURFACING CONCRETE DRIVEWAYS CONCRETE BASE COURSE 8" CONCRETE PAVEMENT PATCHING, TYPE "C 6" CONCRETE PAVEMENT 8" CONCRETE PAVEMENT 10" CONCRETE PAVEMENT CAST IRON COVERS & FRAMES CAST IRON COVERS, FRAMES & FLANGES ADJUSTING MANHOLES TO GRADE ARROW ONLY 4" YELLOW EPDXY LINE 4" WHITE EPDXY LINE 8" WHITE EPDXY LINE 12" YELLOW EPDXY LINE 24" fWHITE EPDXY LINE FOUNDATION COURSE (REGULAR) ASPHALTIC CONCRETE WATER, APPLIED SHOULDER CONSTRUCTION SUBGRADE PREPARATION MILLING CONCRETE CURB TEMPORARY PAVEMENT MARKING TUBULAR POST EROSION CONTROL TYPE "C" STATION 107176 �e 169► .5 AO - 3 I13t90 . IO7 44 , STATION /4)7018 100400' 113+6x4il3t9S Xo/#5S,9S /o"C,,.c'e/. Alveh1q/ Co 2 .H!g2 Par fh e.r ; 4/5 S /,vUr.es4oft9 G'0 lE 2/ s%9 /9 oM/y CO 12.3 SAa / OOKc,c:,//- Dr;cle y s 6" '576 4' Z / C o n C i.e./i.e.. Sick tag/'S co ati ter SR 5 aCooercic_ P4 mey1 d/4 -6.s 578 nioo/. i, 61044•:1/e, ioap e/'5S 4174 Nc S/1 d y le/verge)/ Su,.iae;n3 /15pJe// ».1//'3 At/ 5/ Pave,7r 4/ /%1a44 )4 ,Pe�Ov9 lk/z• Ado/ i %'iona //i 24T:Oh SDE QUANTITY UNITS z 2/2.99G 1,984,000 SY zz yo9.000 19,719,000 PLUG 19, 006 7.000 EACH 26,2/q. 29O 1.000 LS .579.360 539,000 LF /93. /00 473-7000 LF Goo 49,232,-000 SF G3/ 063 SF 2 Y7. 76O 2,476,000 SF No GOo .1:;AFOVY SF 2 378600 u v"""SF c -T -r -r , v 2 599.5'o2_ SY _$1-71r, SY 898'.0.26. 399.000 SY 2 9.2 /G SY / .'50, 44/3' 1,166,000 SY 26 , /35.3.3_ 26:618.000 SY 375,000 LB 4,640.000 LB /2. 600 15,000 EACH 2i/. ODD 12 000 EACH 6. 000 2.000 EACH 96.9. Yec 6,655,000•LF 2 3/ 0/, 5'60 1,912.000 LF G.?. 060 63,0 4 LF 31'A/, coo 406.000 LF / 7 yy. 00(, 1,896,000 LF 57,788,000 SY S s'?. 690 320.000 TON 000.000 107.000 205,000 MGAL ) 36.3.23 3471,316 STA RI 3/ 33-3,e577 30,033 000 56,517.000 SY 60. 600 76.00 272,000 LF 533'3.600 8,700.000 LF vv. DOD 88.000 EACH SPECIAL PLAN 10C UANTITY Z 4§14:74. LT./RT. LT. /RT. SS3.'1i3 .3,78 ,:foo. its?. z_ mad. 5 3' 3- SQ. YDS. • 60o . 369 Sy l•GOO ac�i / 000 f'.,ic 4 J ,t Y 5/ ,2 3q, • 35.2 5, 9 . 790 S Y Sao . 361' SY 9'38' -.5-26 7o /t/ 9/1. 000 ,C/' /• 0o S PROJECT NO. SHEET NO. 34-4(1014) 2S1 C)5..SEPT 95 LANDSCAPING ITEMS GROUP 5 ITEM PLANTING SOIL JUNIPERUS CHINENSIS "SEA GREEN" (SEA GREEN JUNIPER) 18" - 24" B&B OR CONTAINER GROWN JUNIPERUS SCOPULORUM "WITCHITA BLUE" 3' B&B OR CONTAINER GROWN PICEA PUNGENS (COLORADO SPRUCE) 4' B&B PINUS SYLVESTRIS (SCOTCH PINE) 3' B&B EU0NYMOUS ALATUS 'COMPACTA' (DWARF WINGED EUONYMOUS) 18"-24" B&B OR CONTAINER GROWN POTENTILLA FRUTICOSSA "CORONATION TRIUMPH" (CORONATION TRIUMPH POTENTILLA) 15"-18" CONTAINER GROWN RHUS AROMATICA "GRO-LOW" (GRO-LOW FRAGRANT SUMAC) 18"-24" CONTAINER GROWN SPIREAA"BUMAALDA "COCCINEA" (DWARF RED FLOWERING SPIREA) ACER FREEMANII "CELEBRATION" (CELEBRATION MAPLE) 1 1/4" CALIPER BR. GINKGO BILOBA MALE (MALE MAIDENHAIR TREE) 1 1/2" CALIPER B&B MALUS "PRAIRIEFIRE" (PRAIRIEFIRE CRABAPPLE) 1 1/4" CALIPER B,R, YUCCA FILAMENTOSA (YUCCA) 3GAL CONTAINER GROWN MOBILIZATION BRIDGE ITEMS GROUP 6 ITEM MOBILIZATION ABUTMENT EXCAVATION NO.1 ABUTMENT EXCAVATION N0,3 PIER EXCAVATION NO.2 CLASS 47BD-4000 CONCRETE FOR BRIDGES REINFORCING STEEL FOR BRIDGES REMOVAL OF EXISTING STRUCTURE AT STA, 8006+26.85 STEEL SUPERSTRUCTURE AT STA, 8006+26.85 EPDXY COATED REINFORCING STEEL WATERPROOFING CONCRETE PILING HP 14"X89# STEEL PILING TEST PILE (CONCRETE) TEST PILE (STEEL) STEEL SHEET PILING PEDESTRIAN RAILING (CHAIN LINK TYPE) 3"X9 1/2"X12 GUAGE GRIP STRUT WALKWAY MATERIAL 3"X24"X12 GUAGE GRIP STRUT WALKWAY MATERIAL DECK DRAINAGE SYSTEM TEMPORARY BRACING BALLAST TEMPORARY BALLAST RETAINER GRANULAR BACKFILL Co/# 9 54,4 4,7 IQG/6a» SPS/c. 1 n �e/4 /% $I''/'/ %!%Gd %Fi SG,e�S�re e jkre tom ?,Ys/.r G�o,¢1,r( Ute: ty�r'o+� �oNo/C�i% Com?o Siq, iY S/ee/ S/ic�t P.'/,'n , (J'$'ea' # �o[ //P /5"X89/ S/tee/ _/17 QUANTITY UNITS 100.000 CY 12,000 EACH 8.000 EACH 0,000 EACH 20,000 EACH 23,000 EACH 44,000 EACH 20.000 EACH 14.000 EACH 6.000 EACH 6.000 EACH 6,000 EACH 12;000 EACH 1.000 LS QUANTITY UNITS 9Z o . ®0 0 1,000 LS 1.000 LS 1,000 LS 1.000 LS 790,600 CY 48,788.000 LB 1.000 EACH 1.000 LS 11,069,000 LB 478,200 SY h-200,90(} LF 2/, G23. 006 1.000 EACH 2.000 EACH 0, p00• 006 2,119.000 SF 199,000 LF 199.000 LF 199.000 LF 1.000 EACH b06 , 2,000 EACH 98,000 CY /64,;00 r; LF 625.000 CY 9.000 qC.4 .v, o -yo . oo p Sf 5.3. COO 2/e. Xca.p'PtVs • a^�1,04 ITEM CURB STOP AND BOX CURB STOP & BOX 2" 1" WATER SERVICE 2" WATER SERVICE WATER SERVICE CONNECTION 1" WATER SERVICE CONNECTION THRUST BLOCKS CAST IRON FITTINGS, M.J. 4" WATER MAIN PIPE 6" WATER MAIN PIPE 10" WATER MAIN PIPE 12" WATER MAIN PIPE 16" WATER MAIN PIPE 16" SNAP-LOK WATER MAIN PIPE 4" CUT -IN VALVE, SLEEVE & BOX 6" CUT -IN VALVE, SLEEVE & BOX 10" CUT -IN VALVE, SLEEVE & BOX 4" GATE VALVE & BOX 6" GATE VALVE & BOX 10" GATE VALVE & BOX 12" GATE VALVE & BOX 16" GATE VALVE & BOX 6" FIRE HYDRANT REMOVING CURB STOP AND BOX REMOVING HYDRANT MOBILIZATION ABANDON MANHOLE REMOVING MANHOLES REMOVING INLETS REMOVING JUNCTION BOXES CAST IRON COVERS & FRAMES CAST IRON COVERS, FRAMES & FLANGES CAST IRON GRATES AND FRAMES CAST IRON CURB INLET GRATE AND FRAME QUANTITY UNITS /S.000 OOfl EACH 4,000 2.000 EACH 7.5'1. dao 500,000 LF 23'51.5-0o LF /6.000 X4,000 EACH x.000 2,000 EACH /. 000 40,000 EACH 11 277. 000 9,399,000 LB 27• SSo 25.x00 LF 870 111000 LF 2 s'g5.7ao 2,554 000 LF 50/.836 �E81� , 000 LF 13 2° . S0o 1,356,000 LF 200.000 120.000 LF 2.000 4,000 EACH 2. .00o -3 , 40-9 EACH 2.000 EACH 3. 000 1 000 EACH 9.000 EACH 16.000 EACH 7, 0 00 5.000 EACH 0,000 5.000 EACH /6.600 8 , 000" EACH 2/. 000 44x0.00 EACH 60 EACH 4044 1.000 LS EACH /F.000 8.000 EACH y6j. 000 39 000 EACH 2.000 EACH -r . 600 5,250.000 LB 9, 6YO. 000 9,800.00O�LB /6,070 • 000 1 -8.05 -0.0.9 -LB /6, 000.000 2i7413-57444. 1B SUMMARY OF QUANTITIES CULVERT ITEMS GROUP 4 ITEM MANHOLE MANHOLE AT STA. 103+69 37'RT, MANHOLE AT STA, 103+69 37'LT MANHOLE AT STA. 107+18 39,6'RT, MANHOLE AT STA. 107+67 41,5'LT, MANHOLE AT STA. 110+04 25'RT, MANHOLE AT STA. 110+80 25'RT, MANHOLE AT STA, 111+13 LT. MANHOLE AT STA, 111+13 RT. MANHOLE AT STA, 111+75 25'RT. MANHOLE AT STA. 113+91 42'LT, MANHOLE AT STA. 115+36 36'RT, MANHOLE AT STA. 117+52 25'RT, MANHOLE AT STA. 118+52 19'RT, MANHOLE AT STA. 119+83 MANHOLE AT STA, 124+17 35'RT, MANHOLE AT STA. 127+48 35'RT, MANHOLE AT STA, 128+43 25'RT, MANHOLE AT STA, 129+89 27'RT, MANHOLE AT STA. 7005+33 MANHOLE AT STA. 7007+86 MANHOLE AT STA, 7010+16 MANHOLE AT STA. 7012+35 23.5'LT. MANHOLE AT STA. 130+86 LT. MANHOLE AT STA. 0+98 RT. TAPPING EXISTING MANHOLE TAPPING EXISTING STRUCTURE TAPPING EXISTING SANITARY SEWER LINE CONNECT SANITARY SERVICE QUANTITY UNITS 30.000 12.000 VFT 0.600 1,000 EACH 0.000 1 0&8 EACH 1.000 EACH 1.000 EACH 1.000 EACH 1.000 EACH 1.000 EACH 1,000 EACH 1.000 EACH 1.000 EACH 0. 000 41-8$8. EACH 1.000 EACH 1.000 EACH 1.000 EACH 1.000 EACH 1.000 EACH 1.000 EACH 1.000 EACH 1.000 EACH 1.000 EACH 1.000 EACH 1.000 EACH 1.000 EACH 1.000 EACH 2.000 EACH . 000 8G8 EACH 0,000 EACH 3.p6� -Th EACH PROJECT NO. SWEET NO, 34-4(1014) 2Sa 0 5SEPT 95 © 27Sep{ 9sr ITEM REMOVAL OF EXISTING SEWER PIPE CLASS 47B-3000 CONCRETE FOR STEPS CLASS 47B-3000 CONCRETE FOR INLETS AND JUNCTION BOXES CLASS 47B-3000 OR AX -3000 CONCRETE FOR COLLARS CLASS 47B-3000 OR AX -3000 CONCRETE FOR PIPE CULVERT PLUGS REINFORCING STEEL FOR INLETS AND JUNCTION BOXES REINFORCING STEEL FOR COLLARS 12" CORRUGATED METAL PIPE 12" REINFORCED CONCRETE SEWER PIPE 15" REINFORCED CONCRETE SEWER PIPE 18" REINFORCED CONCRETE SEWER PIPE 21" REINFORCED CONCRETE SEWER PIPE 24" REINFORCED CONCRETE SEWER PIPE 27" REINFORCED CONCRETE SEWER PIPE 30" REINFORCED CONCRETE SEWER PIPE 42" REINFORCED CONCRETE SEWER PIPE 42" REINFORCED CONCRETE SEWER PIPE CLASS V 30" ROUND EQUIVALENT REINFORCED CONCRETE SEWER PIPE 42" ROUND EQUIVALENT REINFORCED CONCRETE SEWER PIPE 12" CORRUGATED METAL SLOTTED PIPE 4" SEWER PIPE SEWER CLEANOUT 4" P.V.C. SEWER PIPE 30" STEEL CASING JACKING 42" ROUND EQUIVALENT REINFORCED CONCRETE SEWER PIPE CLASS V REMOVE LIFT STATION PUMPING STATION 3BORtNG 0 A/2' R,,,,) /'9u; t/a /qnf RGSi'C SS v' Co#/ Sri/ _co* 3 SAO~ �2 ,.eo 7 S,9*L7 404/ /y SA4/ /3 .(04' S pG -deg Cot{ G_ SnisG_. Sewer C/9ss._TI� F/oui4//c;//Co/rIcrele- /Pe ma //; //1 Cb rc/ 7.04///, ,/, '1 P1/1Y71))173 5/q/1"/ /%oh/ig/e- ifevisem/ /0.3 f G 39 /'7 'y, ge;o[ C'oaefe/e. Sea/er c/�rss •4/7e- 300,0 or /9„,,,370,00 co cre/t_ %h d4/UCP/ uSS '1,'' is cJ gn7e/e- O" /4'eS" //� _ _ i%�afiol/C 19e P..Seq JJ 6'0/4/6 ,c1///o 9/ /Y /tW Ca 4' /a S, 1/ a /,7q 4 h,4 9 / /0 / Y" _Ca# /0 Si 44/a F/' A/c f el f../Y;15 S C'o A./6 59%#/6' Aga/ia/-e /30723 1 7 QUANTITY UNITS 3 G2, .0ov 1,708,000 LF 7. /70 - CY 142220. CY 2.00 CY 00.140 CY 9 3.53:00o 9,1'2,000 LB o2.606 LB 10.000 LF 37 LF / y21.000 47-47-6-1-040 LF $ LF 485.000 LF 3'/0.0o6 438,000 LF 18.'1000 41-1-4-99- L F 7$y 600 757,000 LF - LF 600. 000 144,000 LF 125.000 LF 1,552.000 LF 260.000 LF 37 .600 LF EACH /, y. 600 100.000 LF 200. 600 X15,000 LF /98'.006 344,000 LF 1.000 EACH 1.000 EACH 333,6'00 3`5.000 LF /yy,6002/ /4,aoao ,Cf_ 4/ 600 C Y 3� oo C9c�Y _ /.Qoo .EaeX / 060 .fact .400_ GUARD RAIL ITEMS GROUP 7 ITEM MOBILIZATION IMPACT ATTENUATOR FENCING ITEMS GROUP 7B ITEM MOBILIZATION 5 FOOT CHAIN-LINK VINYL COATED END POSTS FOR 5 FOOT CHAIN LINK FENCE CORNER POSTS FOR 5 FOOT CHAIN LINK FENCE 4 FOOT ORNAMENTAL FENCE C°# .76 611# .?y y`gluMuntin'! Fence ,01,„:f1 QUANTITY UNITS 1.000 LS 2.000 EACH QUANTITY UNITS 1,000 LS 341.000 LF 8.000 EACH 1,000 EACH 1,242.000 LF SUMMARY OF QUANTITIES ELECTRICAL ITEMS GROUP 8B ITEM PULL BOX, TYPE PB -1 PULL BOX, TYPE PB -5 TRAFFIC SIGNAL, TYPE TS -1 TRAFFIC SIGNAL, TYPE TS-1LL TRAFFIC SIGNAL CONTROLLER, TYPE TC -8M TRAFFIC SIGNAL CONTROLLER, TYPE TC -8S PEDESTRIAN SIGNAL, TYPE PS -1 PEDESTRIAN PUSH BUTTON, TYPE PPB VEHICLE DETECTOR, TYPE A PREFORMED VEHICLE DETECTOR, TYPE B PREFORMED VEHICLE DETECTOR, TYPE TD -5 STREET LIGHTING UNIT, TYPE SL -BT -40-4-0.25 STREET LIGHTING UNIT, TYPE SL -A-40-4-0.25 LUMINAIRE, TYPE UD -150 COMBINATION MAST ARM SIGNAL AND LIGHTING POLE, TYPE CMP -0-12 COMBINATION MAST ARM SIGNAL AND LIGHTING POLE,TYPE CMP -25-12 COMBINATION MAST ARM SIGNAL AND LIGHTING POLE,TYPE CMP -30-12 COMBINATION MAST ARM SIGNAL AND LIGHTING POLE,TYPE CMP -35-12 COMBINATION MAST ARM SIGNAL AND LIGHTING POLE,TYPE CMP -40-12 COMBINATION MAST ARM SIGNAL AND LIGHTING POLE,TYPE CMP -45-12 COMBINATION MAST ARM SIGNAL AND LIGHTING POLE,TYPE CMP -50-12 LIGHTING CONTROL CENTER, TYPE "R" 1 1/2 -INCH CONDUIT IN TRENCH 2 -INCH CONDUIT IN TRENCH 1 1/2 -INCH CONDUIT UNDER ROADWAY 2 -INCH CONDUIT UNDER ROADWAY 3 -INCH CONDUIT UNDER ROADWAY 1 1/2" CONDUIT (JACKED) 7 CONDUCTOR #14 AWG TRAFFIC SIGNAL CABLE 12 CONDUCTOR #14 AWG TRAFFIC SIGNAL CABLE 2 CONDUCTOR #16 AWG PEDESTRIAN PUSHBUTTON LEAD-IN CABLE 2 CONDUCTOR DETECTOR LEAD-IN CABLE GROUNDING CONDUCTOR SERVICE CABLE STREET LIGHTING CABLE, NO, 6 BARE STREET LIGHTING CABLE, NO, 6 USE INSTALL 3 -INCH PVC CONDUIT INSTALL 4 -INCH PVC CONDUIT INSTALL 5 -INCH PVC CONDUIT INSTALL 3 -INCH GRS CONDUIT INSTALL 4 -INCH GRS CONDUIT INSTALL 5 -INCH GRS CONDUIT TRAFFIC SIGNAL REMOVAL AT BURLINGTON AVE. & SOUTH ST. TRAFFIC SIGNAL REMOVAL AT BURLINGTON AVE. & FIRST ST, TRAFFIC SIGNAL REMOVAL AT BURLINGTON AVE. & SECOND ST. TRAFFIC SIGNAL REMOVAL AT BURLINGTON AVE. & THIRD ST. TRAFFIC SIGNAL REMOVAL AT BURLINGTON AVE. & FOURTH ST. BORING MOBILIZATION Cob /s Cot t'1 544 4/ :o 44 Com 2 6 sA 23 froo�ifY 7` 4Cf, C /�l; �1R /.erneve. 2 i /If Pole_ .44.5e. Refilo vilA in ,/;CY j(/;I3 c,ii/ro/ C.enfe QUANTITY UNITS 22,000 EACH 3.000 EACH 22.000 EACH 4.000 EACH 1.000 EACH 2.000 EACH 24.000 EACH 12.000 EACH 20.000 EACH PH. 0 00 1-77&0014/.000 EACH /8.000 EACH /,;, 000 16.000 EACH 4,000 EACH 4,000 EACH 1.000 EACH 1.000 EACH 1.000 EACH 4.000 EACH 2.000 EACH 2.000 EACH 1,000 EACH 2,000 EACH ',/3i. soo /i,035,000 LF 1,7gg, 060 1,725.00) 1,695.000 LF / 1p8'S0o0 1,430,000 LF 7j", 0 00 B4.000 LF 357. 000 00 2G7 000 LF DD 0 0 LF 3 10,000 3;18-77tOt LF --1.100 h 11--G,000 LF / .226.060 1-177y1,000 LF 1,229.000 LF U46):686) LF 7 8 o00 L 112 000 LF .� /9 6 a 5,510.000 LF 1/, 039,000 3±20-006 LF 12 C.2. 000 1 .4 m-0f60t LF /4'!L.iao 24198 8ft$ LF z2 -2.‘74.4.0o 1,940.000 LF z o . c>cy.do 44.000, L 60.000 LF 10.000 LF 1.000 EACH 1.000 EACH 1.000 EACH 1.000 EACH 1.000 EACH .7 COO 215.000 LF 1.000 LS /,060 .CS . coo .G -'ac/, , ©00 Eac 000 eac4 GENERAL ITEMS GROUP 10 ITEM PROJECT NO, SHEET NO, 34-4(1014) 2S3 BARRICADES, TYPE III SIGN DAY FURNISHING AND OPERATING FLASHING ARROW PANEL FLAGGING FIELD LABORATORY, TYPE "B" MOBILIZATION RENTAL OF LOADER, FULLY OPERATED RENTAL OF MOTOR GRADER, FULLY OPERATED RENTAL OF DUMP TRUCK, FULLY OPERATED RENTAL OF SKID LOADER, FULLY OPERATED Cod/Ss/bfk 0-I.F4r,r, fracjor rq//y oPE9A>ED 44. /5. 54 /Y REA/z41 o 3i9c%170,- FU//i 6PE,e,97ED Ca Ai 59 /9 /?EN7>12 of SE7eAtoo?£4Ifo 42OCIL ' J-c,//i OfE,e;7ED ?2 Ar -R 96 QUANTITY UNITS /S, 95'3. oao 5,405,000 BDAY /S 7a/ ,00o 12, 03.000 EACH �. oaa 732.000 DAY /,000 30.000 DAY 1.000 EACH 1.000 LS 93.5'00 20,000 HOUR 5'0 20.000 HOUR AO . S06 20,000 HOUR c. 0'0o 20,000 HOUR S,?, . ao /i/0",f .?. ooa f/o,,,,e a?G . Soo ,/oq,f PROJECT NO SHE E T NO 34-4(104 C.N. 41200 HASTINGS UNDERPASS ADAMS COUNTY STATE OF NEBRASKA DEPARTMENT OF ROADS AERIAL PHOTOGRAPHY DATE 19 MAR 90 FLIGHT NO. 6707 PROJECT NO SHEET NO 34-4(to14") 2Aa C. N. 41200 STATE OF NEBRASKA DEPARTMENT OF ROADS AERIAL PHOTOGRAPHY DATE 19 MAR 90 FLIGHT NO. 6707 SCALE I"= 1001 -r • #4 GALVANIZED REBAR DRILLED AND TACK WELDED GRATE WITH GALVANIZING REPAIR AT TACK WELDS. #4 RERAR TO RUN PARALLEL WITH ENTIRE LENGTH PIPE. (SUBSIDIARY) VANES @ 6" CTRS. & 30° ANGLE NOTE 2 24 - 10' SECTIONS OF SLOTTED PIPE ARE REQUIRED. 12 SECTIONS WILL HAVE VANES AS SHOWN ABOVE AND THE OTHER 12 SECTIONS WILL HAVE VANES IN THE OPPOSITE DIRECTION. 12" GALVANIZED C.M.P. SLOTTED PIPE DETAIL VANES CAN RUN EITHER DIRECTION IN T -SECTION DATE$$$$$$$$$$$$ A 0 • • -44 r RACK TO SIDEWALK SLOPE SEE BASEPLATE DETAIL LANDSCAPE FILTER FABRIC -- BATTER 2"FOR EACH I' -O" OF DRY WALL HEIGHT 0 X od a a NOTES: 1. INSTALLATION AS PER MANUFACTURERS SPECIFICATIONS. 4' ALUMINUM ORNAMENTAL FENCE Q 4 e . pk.:401*\.1001.4,\;01+0"0,..,,rte Illy 1,7 SS7 e VARIES -- 2'- a -- ADDED TOPSOIL SECTION A -A STONE SLOPE PROTECTION LAYED ON SLOPE-- -- A 1 L. - LAYED DRY WALL RETAINING WALL --- LANDSCAPE FILTER FABRIC TREE WELL DETAIL IN STONE SLOPE PROTECTION NO SCALE NOTE RETAINING WALL CONSTRUCTION, MATERIALS, TOP SOIL PLACEMENT, LANDSCAPING FILTER FABRIC, PLACEMENT AND ALL INCIDENTALS SHALL BE SUBSIDIARY TO THE ITEM "STONE SLOPE PROTECTION." PLAN CAULK NOTE 3 4'+ OR 6" CONC. WALK NOTES: BASEPLATE NOTE 1 SHIM TO PLUMB POST NOTE 2 5A6" x 4" SLEEVE ANCHOR BOLT (ALL STEEL - RUST PROOF) COMMERCIAL PACKED BASE FLANGE - BLACK 2. SHIM MATERIAL SHALL NOT EXTEND BEYOND BASEPLATE AND SHALL BE CORROSION RESISTANT. MATERIAL TO BE APPROVED BY THE ENGINEER. 3. CAULK (COLOR BLACK) BETWEEN BASEPLATE AND SIDEWALK BASEPLATE DETAIL (TYPICAL) SIDEWALK OJECT N HEFT 34-4(1014 2-N2 NOTES: 1. PAY QUANTITY EQUALS SQ. FT. MEASURED IN PLACE 2. NOMINAL 5" TO 6" THICK RANDOM QUARRY STONE. 3. SLOPE PROTECTION SHALL BE 2:1 SLOPE MAXIMUM. 4. SPACES BETWEEN STONE SHALL BE APPROXIMATELY 11/2'{ EXCEPT IN THE AREAS WHERE THE PINE TREES ARE PLANTED IN THE STONE SLOPE PROTECTION. THE AREA AROUND THE PINE TREE SHALL NOT HAVE ANY STONE SLOPE PROTECTION. SEE DETAIL THIS SHEET 5. SPACES SHALL BE FILLED WITH A 2 PART SAND AND ONE PART PORTLAND CEMENT DRY MIXTURE APPROX. 1" BELOW THE TOP SURFACE OF THE STONES. EXCEPT IN THE AREAS WHERE THE PINE TREES ARE PLANTED IN THE STONE SLOPE PROTECTION. A 10' SQUARE AREA AROUND THE TRUNK OF THE PINE SHALL NOT BE FILLED WITH THE SAND -PORTLAND CEMENT. 6. SPRAY ENTIRE SURFACE WITH A FINE MIST A MINIMUM OF 3 TIMES. EACH TIME THE SURFACE OF THE GROUT SHALL BE COMPLETELY WETTED. 7. SPRAY THE GROUT SURFACE WITH A CLEAR CURING COMPOUND. STONE SLOPE PROTECTION DETAIL C.N. 41200