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Home My WebLink AboutSTPAA-5516(7)420 INDEX OF SHEETS SHEET 10. 1 TITLE PAGE 2-T TYPICAL CROSS SECTIONS 2.51 - 242 DPW& OF QUANTITIES 2.0 SINLRY OF SOILS a GEOIEMOCAL IMTONNTIOR 2-41 - 2-433 NET A11D5 2-151 - 2-151 (812733TA1 1213333333 a 06104141143 2-M (A)ERAL INFORMATION 2-41 - 2-42 PHNSING PLAYS a 5E10Ut LOCATION NN 3-1.1 - 2-L6 (FONETRI(2 6 POINTS 2-L7 - 2-111 ANDES 2•L12 • 2-117 MUNI 2.112 • 2-L23 CONSTROCTIOM 2.324 - 2-129 REMYALS 2-130 - 2-L35 ERDSI4N (031ROL 3 - 9 RAV 46 PROFILE MEETS 10 . 14 TEMPORARY WPIC CONTROL PLANS 15 - 16 PAYMENT M4 5465 17 - 18 5104IMG 19 - 24 LIGHTING PLAN6 25 - 32 WRAC( SMARM MSS SCUMS 33 SPECIAL RAN IC OBEINATI41 INLET 34 - 36 SPECIAL RAM 2C 5100EM BYSIN 6 BIORE1031I0N CELL 37 SPECIAL PUN 3C MATER MUM RELOCAT1CN 36 • 44 SPECIAL PAM 1C 6118(6(13 CONCRETE BOR MART a RETAINING MALL LAMA 45 SPECIAL RAN SC AREA MET WITH OPEN SIDES 46 SPECIAL RAN 6C MSE COARSE FCR DU COLVERT 47 SPCIAL RAN 7C LATER NUN DETAILS u SPECIAL RAV 86 BASIN *DIET ARL(TIAE 49 - S6 SPE(IAI PRAM 9( SANITARY SERER 57 SPECIAL RAV 10C EROSICN CHEW (ALL TYPES) L FABRIC SILT CHEW Se - 59 SPECIAL PLAN 11C TEM4RARY SILT 04(75 31 - R4 RIIX1.OFW1 P1426 31 • 042 CROSS 5ECT506 STRAW) RAMS 301-610 (3 SHEETS) PAVFIE/1T DETAILS 303 -RI (4 SHEETS) CORE RAMP 329-69 (4 MEETS) 6 TO 16 INCH CONCRETE RAYOEMT 410-R3 (2 SHEETS) FLARED END 5EC13056 FCR CULVERT PIPES 411 (4 SHEETS) BEDDING MD BA0:6ILE REQOPOEN(S FCR CONCRETE PIPE 423-R3 CONCRETE BOGS AVD FIELD PIPE TAP DETAILS 415.91 (3 DEETS) DANDLE 443-48 (2 MEETS) CURB DIETS AHD 3334(1341 Bar 501-R5 (3 SHEETS) EROSION CONTROL 502 SILT FENCE DETAILS 920 -RS (2 SHEETS) TRAFFIC CONTROL. CONSTRUCTION MD MAINTENANCE 911 -RS (2 SHEETS) TRAFFIC COM11601., (0)619NCT1O3 MD MA1NTENF4CE 923 TRAFFIC CONTROL --ROAD CLOSURE 924 (3 SHEETS) TYPICAL URBAN TRAFFIC CONTROL PLM( STATE OF NEBRASKA DEPARTMENT OF ROADS PLANS FOR CONSTRUCTION 12TH STREET, ELM AVE. 6TH AVE., HASTINGS ADAMS COUNTY 0EG)N PROJECT STA. 10440.00 RrrST PIF NYC t D i 1 IDA D 1$ 8 �tr1_itI3 4 T 711:15''TB:„ ,I —r —-- �-- --1 1 t i $ Fi 5 I R 10 N '18 1 9,05/ HENO PROJECT STA. 37.30.23 u P R R �-- =' a r__ w.. ...ID Peine REFERENCE POST NO. EXCEPTIONS: FROM STA. HASTINGS A Moo air D D TO REFERENCE POST N0. TO STA. TOTAL 110 LENGTH OF PROJECT: 2.730.23 FEET 0.517 NILES -rrT n R 9 N moms PROESSIOML PROJECT NO. SHEET N0. 51PAA-5516(7) 1 ► COITROL NO. 42292 ♦ CONTROL 111. ■ CONTROL M0. TIE 2001 EDITION OF THE NEBRASKA STANDARD SPECIFICATIONS AND THE SPECIAL PROVISIONS APPLY TO THIS PROJECT. THE NM ON THIS PROJECT CONSISTS OF CROPS 1 -GRADING. 3 -CONCRETE PAVEMENT, 4 -CULVERTS. AA -CULVERTS. 40 -HATER MAIN. 5 -SEEDING. RB -ELECTRICAL. & 10 -GENERAL 8. CROUPS 1.3.1.44.49.5.80. a 10 ARE INCLLOED IN THE 1E1104 OF APRIL 50. 2013 • CROUPS ARE INCLUDED I IN THE 11111NG OF ■ CROUPS ARE 1N1.11E0 IN 190 LETTING C9' DESIGN (ESIGNAIICN LOCAL ROAM Ala STREETS MLNICIPAL TRAFFIC 1516: 2013 2033 ADP 2345 3319 ORD: —234_ 359 T=yx D._7. DESIGN NO. 151.72. URBAN MINOR ARTERIAL WENN ON DOS PROJECT IS AUTNORITED PURSUANT 10 ▪ n[ CONDITIONS STIPULATED IN THE UHT CORPS o< E NOINESRS OENERALMATIDMWIDE.INDIVIDUAL KANIT 74'S:E T 415 As NAL CH S8 ITDO 4% O 1.SS OO 4; O ! 0 1 0 4S ISS . 010. I • 0(9 5'-0^ 1 0 S'-0•• • S•-0- vARIEf TO 10.0- MAINL INF STA. 10.00 To STA. 11.01.91 1E9000 A5 Slew EISEANEREI IPNO- r-0' 0 9 O O D 4% Oviiiiiiiiiiiiiiiiiiiiiiiiii O i m O O MIJINL INF STA. 11.53.91 10 STA. 31.30.33 (EXCEPT AS SN00N El5E14ERE1 • TEMPORARY SURFACING STA. 31.00 to STA. 33.00 SIA. 30.00 to STA. M•oo •.11• to 30' (EXCEPT A5 MOAN ELX0NE7E1 (01S11N0 SERFAGE IW(.LoMIC HAEL S*P*(.55161r1 I 2-7 C.N. 41393 LEGEND 0 PROFILE GRACE POINT • r DORUEO CMCRETE P00E1001. 0.055 416-4000 O 12 STABILIZED SRRGAAOE TYPE FLIT ASN O 6' INTEGRAL CONCRETE OM CONCRETE 610(001. 0.055 06-3900 © 4- CONCRETE 5101001.0. CLASS 418-3000 • EARN MCALEER COISTR101IO1 • LONGITODIM. J0IN1 • SIOE8AL0 PROFILE GRADE POINT 6 CENIERLIA'_ G OPTIONAL CGKTROCTIO( JOINT 1OR 6- CONCRETE PAYMENT. CLASS 410-1500 O 6' SL6WADE PREPAB*TI0R 13 r TOM:WART S000011G • 1WF 900010(0 FM DETAILS NOT SN00N SEE STD. RACK 301.010 4 539.09 PARKING LOT GRADING ITEMS GROUP 1 ITEM WERE EOCRETE PRO0ECTI01 8010111 X081LIZATE9X TALCE TREE Weal CORRAL CIFMING AM (008114(0 INTER EMTIIDRA MEASURED IX 003NB3EXT REMOR PAVEMENT WRAC PAVEMENT WOE ASR0LT S4RFACE (ME 11+0610. ROOVE WLR WOVE FUME GRAVEL SURFME (EWE 116I(1RAT1ON TPE7OI C0380E APRON REMOVE E 5ALVA0 01000.11 RO WE ARD RESET 0(474.1180 FENCE COVER ODP 50001116 EROSION two.. CLASS 18 EROSION mina. RA50 10 EROSION CONTROL. CUSS 10 (005I01 CO TR0I. CLASS 2C (R0SI0N 010(00. TYPE TATTLE FABRIC SILT FENCE -LOP Pg05IIY FABRIC 5110 FENCE -NIGH POROSITY MOOED SOIL ITEM SUMMARY OF QUANTITIES 014MIITY LNm 90.000 LF 1.000 LS 76.000 NOT 1.000 LS 114.000 7Yµ 7,542.000 CY 998.000 SY 457.000 Li 7.265.000 5Y 700.000 5Y 544.000 5Y 6.000 CA01 37.000 CY 195.000 LE 5.000 TON 327.000 Lf 300.000 LF S.000 AGE 4.471.000 SY 4.000.000 SY 330.000 SY 314.000 SY 379.000 1.0 2,931.000 EF 45.000 LF 830.000 SY CULVERT ITEMS GROUP 4A CONCRETE BOX CULVERT AT STA. 16.75.07 M0601I101006 REPRO FILTER FABRIC ROBE STRUCTURE AT STA 10080 ERGVATI9N FOR DI1 CULVERTS CLASS 478.3000 COKRETE FOR BOX CULVERT CLASS 478.3000 MOUE FOR RETADIIIG 6814. tEDWOREING STEEL FOR BOC CULVERT REINFORCING STEEL FOR RETAINING Wl1 wan BOG RIPRAP, TYPE 8 AYT1-GAFFm COATING PEDESTRIAN 141.1121LAIL SPECIAL STOKE COSTING CRUSHED RO(0 FOR BASE CORSE OWN7ITY GOTS 1.000 330.000 1.000 1,921.000 101.700 126.760 70,872.000 13,701.000 790.000 300.01 1.01 229.01 1.01 195.000 LS 5Y EAO1 2G;Ggv;sQa2 PAVEMENT ITEMS GROUP 3 MOBILIZATION CONOUTE CLASS 478-3000 5000LAL03 DETECTABLE 110711116 PAVEL 6' CONCRETE CLASS 478-3500 811IENSY 1NC801E CLASS 478.3100 OAIVEII89 6' CONCRETE PAYDIENI. CUSS 478-3500 8- MEL00 CONCRETE PAYEMEM1, CLASS 478-4000 TEMPORARY SURFACING CLASS 478-3000 OOYCRETE FOR RETAINING NAIL REINFORCING STEEL EOR RETA10IN6 MALL C.R8 INLET 500114007 FILTER AARON, LET REFLECTIVE PREFORM PAVFM8147 MARRING. TYPE 4, CROWED 24" WITS NET REFLECTIVE PREFORMED PAVOEM NAMING. TYPE 4, GMOVED 5" MOTE NET REFLECTIVE (1(0*0A PAVEMENT INIRI4, GROOVED 12- MOTE INT REFLECTIVE POIYIREA PAYOUT WRONG. GROOVID 12" YEAL08 NFT REFLECTIVE POl11RG PAVEMENT WVONG, GROOVED 5' YELLOE NET REFLECTIVE POLDRLA PAYMENT TAMING, OWNED STABILISED SOMME TYPE FLY ASN REPAPATIO1 OF INTERSECR0M5 MD DRIVON95 INTER EARN MOULDER (067RUCf104 5NM(ADE PRGARATIOI SODDING GENERAL ITEMS GROUP 10 ITER Boma. TYPE 111 5101 DO COORAc70R FU0ISNED 5101 ONE TRAINING 1081LIZATI04 RENTAL OF LOADER, FULLY OPERATED RENTAL 0< DRIP num FULLY OPERATED RENTAL OF 1010 LOWER, RELY OPERATED RENTAL OF CURLER MOORED 449768UC ONAVATG, PULLY OPERATED TEMPORARY SILT ORO TEMPORARY SILT PENCE TEMPORARY IRLG 13111711111 UNITS 1.000 1,711.000 122.000 2,879.000 677.000 150.000 12.535.000 700.000 7�77�,.:7G 5.760 CY 63.000 4.8 18.000 5001 8.000 0001 350.000 IF 150.000 1.1 00.000 11 600.000 LF 8.600.000 LF 12.035.000 5Y 677.000 SY 09.000 TEAL 04.604 STA 27.000 5Y 506.000 SY QWNTI1 MOTS 2.953.01 1.31.01 1.585.01 51.01 1.01 30.000 30.000 30.000 30.000 51.000 500.000 2.000 CULVERT ITEMS GROUP 4 0104 X18ILI7ATIOX CAST IRON COVER AM) RAW GST IAN COVER, TIME, 010 RAVE CAST IRON RIK AAD COVER INLET (03[0000100 RE096TR0(T WYDLE MM OE AT STA 11420 LT 40001E AT STA 19.00 LT 84401E AT STA 23472 RT WNW AT 510 39.91.89 LT TAPPING EIO571116 STRUCTURE RONNE SENO PIPE ROCK 5TRUC1POE 1142 • 1140 RT CLASS 470-3000 CONCRETE FOR INLET ANO ILIUM BON REINFERCING 510[1 FOR INLET 040 /UNCTION 80( 30" RM0O-00 S0CTI0 4 36' METAL 010300.00 SECTION FLOG RIPPM, TYPE 8 15' SOW SERER PIPE, 114E 1,7 OR 8 18' 51GM SERER PIPE, TYPE 1,7 OL 8 24' STORM SEWER PIPE, TINE 1,7 OR 8 30' 510014 5ORR PIPE, TYNE 1,7 OR 8 36' STORM SEWER PIPE, TYPE 3. 4 OR S BML VALVE 8 SOLID MALL PIPE ADJUST VA100 800 TO MADE ITER WRIIE5AIION SEEDING, TYPE A 50000X(0, TYPE 6 5EEDING, TYPE C NTTROIAG SEEDING ITEMS GROUP 5 PROJECT 44. 5NEET N0. STPAA-551617) 2-51 C.X. 42292 0120717+ 01175 1.000 L5 1.750.000 18 580.000 1.8 1.365.000 LB 9.000 NAI 1.000 EI01 1.000 EACH 1.000 EAG 1.000 EAG 1.000 GEM 1.000 EA04 81.000 U 1.000 EAG 58.670 CY 3,792.000 LB 1.000 EAG 1.000 EAG 16.000 147 229.000 1.1 114.000 1.0 1.639.000 LF 437.000 LF 47.000 LF 1.000 LS 9.10 NG OWITTm UNITS 1.000 LS 0.700 AGE 0.200 AGE 4.100 AGE 4.700 001 SUMMARY OF QUANTITIES WATER MAIN ITEMS GROUP 4B 1061L12AT000 ABA0001 580 PIPE 1401101E AT STA 4422 TONfOtE AT STA 3.29 1401OLE AT STA 1.00 TMVOIE AT STA 6.14 MAM E AT STA 10.25 1NVOlE AT STA 13.23.50 TAPPING EXISTING 14V133LE 24' P.Y.C. SANITARY SERER PIPE 30' P.V.C. SANITARY SOLER PIPE 36' P.V.C. SANITARY SEVER PIPE 30' OLCTILL 090 SERER PIPE 10' RATER MIN PIPE (ONO= MASORNf FOR 30. PAIN 10' CATE VALVE 10' =KING RESTRAINED 10' SOLID SLEEVE 10' X 6' TEE , ROTATE SE0F1 ELL 6', 90 DEGREE 10' . 45 DEGREE 600 410EL ADAPTOR RDO,E NC RESET (ATE VALVE 6' ROOYE AVD RESET HYDRANT QUANTITY WITS 1.0W L5 1.771.000 LF 1.000 EA01 1.000 EACH 1.000 6101 1.000 1004 1.000 6L01 1.000 EACH 1.000 EACH 25.000 LI 161.000 1.1 497.000 LF 299.000 LF 130.00 LF 50.000 LF 1.000 EA01 2.000 EACH 1.000 EA04 3.000 EACH 4.000 EACH 4.000 EACH 3.000 FAL* 3.000 1401 4.000 EA01 PROJECT N0. SHEET NO. STPAA-5516171 2-S2 C.N. 42292 ELECTRICAL ITEMS GROUP 8B I1D1 OVANTITY UNITS 14O61117AT10N 1.000 LS PIAL 60X, TYPE 11-6 4.000 EACH L104I116 CONTROL CENTER 2.000 EA01 1 1/2 11101 PX 0004257 1N TRENCH 100.000 LE 2-1401 PVC COFOOIT IN TRE/O1 20.000 LE 1 1/2 15401 PVC C0WIT maw 7,300.000 RE 6R0POING COIQICTUR 6,800.000 LE N0. 10 BARE CRCAODIG COROUCTOR 100.000 LE SERVICE 40. 10 RARE SERVICE (ABLE 100.000 LE N0. 6 USE STREET U041500 CABLE. NO. 6 USE 6.1300.000 LE STREET LCAT]% WIT 13.000 DEN TYPE A STREET LICKING UNIT 14.000 8.01 TVPE 8 ratMICHAEL StPAA•5516a1 !HWY OF VMS GHTECNNICad HIFDANATIOI COMPACTION REOUIREMENT$ CLASS III (See Specif1C5tion5) 0EP7H 8510* PERCENT 0075TU8E REOUIREMENIS SOIL TYPE FINISHED GRADE DENSITY MINIMUM MAXIMUM Emborkmont/Roadway Silt -Cloy Upper 3' 95 Mtn. Oso. -17. Opt.•A% (main(. InCludinQ Sidew0AlS. DikeWyi At 00pt.5 95 Min. Opt. -17. 001.•67. 6 driveway,. to proctor t1pt 3' receive concrete pavement. Gronulor All dept., 100 Min. •• s• Embankment/ROCdwOy All (000100 net to be surface/. All OeptfS 95 Min. 000.-17. Opt.•67. Sub(ro0e Pre0dotiOn (Side/rad/S. bikoroys 6 driveways) Silt Cloy Upper 6" Of 98 Min. O0.-37. 000.•27. Su0Qfaae 5011 Gronulor " " 100 Min. •• •• Suboro+e Preporotion 12" Fly Ash 5000101 ProvIs)On 1CMCrete pavement/ Stobll;zor;on (See Spocif;Cation) •• Moisture O5 lecessory to obtain Density A moisture target v01u0 Ot m0z)mum density 50011 be est05IIS.O0 by the Ccntr05tor 0urinp t.e COmpo.tlon pr0Ce55. Tne 0CCePtOble moisture content St1011 be 27. of the forgot value. C.H. 1221 GEOTECHNICAL REPORT Me Final Geotecinlcol Report and 0550CiOt00 Derma 1005 prepaea Dy Torr000n Ore Ov011001e 5DOn 1-000051 from IIOStin05 Public Corks. City Engineers office. Phone 802-461-2330. NOTE; PlXCOnont Of pavement from 5t0ti0n 16.00 to 17.50 5.011 be delayed Ot l005t four weeks after the OIOCOmont Of the fill t0 01100 for settlement. Tile recammendotio15 provided ore Dosed in port on the CootecMico o>a/y015 of the data from the soil exploration. Tne exploration 00/0 depicts suO rfoce conditions Only 0t the specified /motions Ot the time of the subs5Ar/ace eV/Motion. Soil conditions may differ Det0een the 805/04oti0 locations 010 /may chage with the po5s0Qe of time. The rapture and extent of cny v(ri0ti0r15 between the 805/Motion /OCOtions or of dry changes in soil conditions may not Demme ODpo•ent (ot1/ coLstructio7 operations begin. If voriotlpe5 and Chaspes in 0/Ie soil ea7Jtions ODpeor. o Ce0tecM1Col Engineer should De contacted to re-ev05)0fe the recomlleno/lions provided. • IMM MICHAEL' il>FA-sstom t -VI t.M ,ti9t Y. rY1 PEMC SEE SFEEi 2C 12th STREET IMPROVEMENTS ADAMS COUNTY 44 WL -1 PEMC 1 . PrFt LI fr fff.t ff tF REFI et re F i fl . ter a ehtgrePI F 1 1 it I ii-r1ee r err LEGEND O WL • wOnuol ® WARD, wnwoe wut - WAW1 OF De WOW SUM ® WARM, C.uan meow, Y.ACwW wm.vol 1 3 P. ICIMMICHAEL' IURKHAM leluCtl NC. 51..-55‘6171 C.N. .221t WL -4 PEMC (NON -JURISDICTIONAL) —72 28 29. 4 32 LEGEND WL -5 PEMC (NON -JURISDICTIONAL) Ezzzzi ovum wrnoos ram - WATS. 01 7)C UNTIO STATIS Arno owe. ESSESS) ItIPOCUIT 5/5,150 wInuos _ - 1.2 'NMMICHAEL' KIRKHAM ST150,5516171 0 2550scit" e!.1 f CHANNEL WUS-2 0 -c - WL -6 PEMC (NON -JURISDICTIONAL) f: • fr `.42 a. 1 LEGEND 9777771 ad ACM wrruwes wus WATER 0f no t1.415w noon MEM TINACT5O 015011111. 111•01410 SVACTf0 %mumps 1» 2 I II+`�M INICHH BI' S(.w . BENCH IMI W � 11U P031T Wlf/s11103 031561 IAN STA.0.5v170w T6. 6t,4 C6703 O65C66p1 6.5 4•0011.90941 POW ' 4:00/51410.pI/5T6lOw 0105(7 '*01 57R 61) 216v1703 O65C@PIIOv 31 lOC*T*G3 666u101 POW ' C6l7/ST61Kv1 7*0y3$5i 01.2 Rcv41O4 06566#103 W 1 17.42.61 132.1 61 1916.02 6. WT O1 wl'0. 6/ 211O4 Y8M 611 2 11.16.1 35.3 *7 1906.36 R. NO 03 w10. w/ 06104 x16.5 Bw 3 22.42.1 36.57 61 1909.19 w. WT 6 x10. 6/ P16O4 lu31 93 4 27.11.2 10 61 1913.10 6/WT 01 090. PUO.. Witt w 42 67 1112.19 M.32.11.) 6/ W7171C3 1116.5 6w 6 36.07.1 190.3). 6i N. WV 01 wv0. w/ 00901 MAK BENCH HARK TOES s ..sc.. �� ia {MICHAEL! 5r° ' *11 CONTROL 1,)!ONT / P.O. / CURVE �LQSf Q Pan 0917/516.01 Mr57 TO 539, 2311 6201158 e 0 St,W. X COORON6TE 7 COORMATE 2 610.6,01 e °• 3 ° . T RTJ L a1J 76 uta q o . Lf. arJ 5.1. 37J 4 07) x P.C. COMM 7 P.C. COMO. z P.T. CCM). r P.7. COMO. x 3.1 COMO. r T.S. COMO. x S.C. COMM. r S.C. COMO. % C.S. COMO. Y CS COMO. I 5.7. COMO. r S.7. COMM 72173 514[(7 P.I. 3.75.000 2091540.5? 262452.31 3.1. 10.00.00 2091/73.53 202.56.67 P.I. 32.05.37 209731/.16 262662.12 P.1. 16.05.37 2092313.71 242669.16 P.I. 22•92.90 2093065.99 292690.13 P.I. 29.26.14 2033637.10 292501.14 P.I. 36 3030.23 2096603.18 262506.15 P.I. 30.0437 2090651.09 292509.15 P.I. 00.85.00 2094137.49 292632.38 N. (634 60(393[ P.I. 330.00.00 2013909.27 292326.54 0.3. 11.3416 2093901.31 244403.69 3.1.132.70.00 2093105.96 2129396.13 1. 6173 40(11.6 P.I. 236.00.00 2091552.49 244323.10 P.I. 231...62 2094553.35 244507.32 CONTROL [©OT OONi 33047/516101 "5t' 10 575. 39.,M 6296)11 :0 576. % COM67E . C0030N61( Z ( 1600701 6 0•• 0 ° . 1 37.1 L 31 7.3 4 Q 7) q 0 6.t. 177.) 5.7. 3074 4x 31?) x P.C. COMO. r O.C. COM0. z 7.1. 00010. r P.?. COMO. x 7.5. COMM. r 7.5. COpO., x S.C. COMM. 7x S.C. COMM C.S. COMM. 7 C.5. COMO. 5.7. COORO. r 5.1. C0030. CP1390 35.3953 99.09 LT 2092210.37 202561.56 1630.27 5 33459 51 12.59. 4. 90 .)1 2092530.25 312558.62 3898.03 CP3752 16.19.40 172.40 LT 2092567.02 292645.30 16103.50 37.:263 /1375 2092538.60 292366.13 3333.09 334111 .9.08.86 64.92 R7 2092654.06 212014.23 3303.79 3255 21.3.16.65 60.58 317 2092991.58 292419.9r 3906.84 (41158 27490.22 59.00 RI 2093566.20 262193.63 3932.65 3341159 32.19,56 31.67 RI 2095993.65 282413.53 1909.65 3313)58 36.92.16 Mx R, 2094269.20 292477.1T 1900.19 3342223 21.45.)5 SI 326.nCP2270 26261145 0x.64 23••7.90 65'00 R7 2093321.76 232196.11 1909.79 3341602 233.63 251390209293932 LT 2092900.70 282342.64 095.03 0•2490211.00 19.66.35 LT 2092730.33 292131.53 3896.64 CONTROL I TE ©L POO Oa4 TOES CP 1753 7., 06, �±13r 3R�i '1 CP 1749 ? .t; �.! �� a 46137 .. 9. .. CP 3755 •:340 6 �y .` J a N . 0'`6M1 (3 1756 .(. 9...4 4'91'''''S 0 A. 'a 421._ 23501 •RjT97Q ) 5' SIDEWALK 308+00 310+00 315+00 8 9 10 11 12 13 14 15 16 17 18 1 12TH STREET / 200+00 12TH STREET 000093.0 0100 12461 eogiptlon 320+00 19 20 21 22 23 I 205+00 I A 210+00 'NM MICHAEL! 50443-5516054 1 2193 0.x..2242 325+00 330+00 335*00 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 I 215+00 I , 1 220+00 225+00 1 10' TRAIL Pent 00500004 N 292.452.31 E 2.091.548.91 570 C4ar.. 4r0, 00510001 to 008/0002 N BE 53'4315'0 0401 225.00 50091 00500002 N 261.456.62E 2.091.773.53 Ste Co4,s9 43-4.3 00500002 to 004/0041 M 54' 15'21.41-[ 34.1 205.31 504141 00500003 0 262.462.92E 2.051.914 0 570 Car. Oros 00800003 to 50410004 0 11' 00321.01.1 0177 40000 Pont 50010004 N 262.469.66 E 2.092.376.74 570 Coarse froe 9030004 70 10810005 x 88' .5'21.01•[ 044? 681.51 Point 9000005 5 282.490.19 E 7.093.065.99 5t0 Car.. fro, 9510005 to 9530006 N 69. 00321.01.1 Wet 634.20 Point 00070006 N 282.301.24 E 2.093.691.10 570 00w. fro, 9.00006 to 00000007 x 89' 45'21.01.0 017. 206.09 24137 9000002 5 242.504.15 C 7.094.50345 574 Cowes from 9510002 to 9.10006 N 69' 00'21.01.1 0457 25194 Point 9810006 N 282.549.45 E 2.094451.03 514 00.3. Iron 9514006 70 00.31300019 69- 06 1193E 017. 200.83 2010! 50500009 5 262.512.16E 2.09425749 5,0 1.15.00 10.00.00 42.05.32 16.05.31 22.92.94 29.24.14 36.30.23 916.51.12 40.65.00 E901,9 01013 121051 0*ocr1Non 10' TRAIL 03.43040 00011 55.13343 00540lp7i0n 1.43e• 55750004 M 262.433.60 E 2491.174.04 510 Co,. 43-43 5*100001 to 58100002 x 89' 16'55.60'5 0'st 54.13 Poht 54100002 N 242.434.25 E 2.091.52195 Sro Cow. 7r0. 50100002 to 55100003 N 55. 15'24.011 010t 50.01 243.933 5.100005 5 252.435.14E 2094.535.99 5,4 Co,. from 54150003 to 54100004 5 59' 44'03.931 0157 94.30 pent 54/50004 M 282.435.51 6 2491.93429 590 Cow. "0" 54150004 10 PC 55.10451 x81' 0324.01'1 0151 22.26 Curve 0414 C.O. 55.1844-3 2.4. 574343 201.91.15 x 014.1 s 10' 31.26.55'0171 0507.3 • 51. 47'44.57' 10.0137 121 3381013msr 040055 • 100.00000 6+143-04 : 0.42 Long Cnore • 48.34 5441. 0-43. • 052 P.C. 5t431109 201.52.57 N P.O. StoNon 202.00.94 . C.C.232.535.936x5 N 693- 00'2141•[ aro0 • S 60' 26' 42.43E Cooro e.or • 5 85' 4)'5171•[ 200.00.00 200.54.95 201.02.01 201.60.31 262.416.05 E 2.091.965.76 282.43539 L 261.451.53 E 1 1494.9..28 0,04 0410 0.4300 $8.1544-2 2.4. 5147104 202.10.15 x 0.114 • 40. 31'26.55'374 0001. • 51. 11. 44.84 • Tangent • 921 L.n01n • 18.32 O 0463 40040 151381101 • 0.42 LoNo 00,040 • 18.34 1 Oro. • 0.42 O.C. Stenon 202.0094 5 2.1. 5747403 202.19.31 M C.C. 5 092.533.15 B ot+ • s 60' 25'12.43 1 909.4 3 0 Sr 00.21.01.1 021380 680, • 5 562 43.5144.E 2.091.956.55 2.091.91434 282.4)3.00 E 2.09..983.92 282.434.53 252.43346 E f 2.091.993.40 2.091.91424 2491.993.13 001'. Iron 331 5..7514.2 10 55700005 x 89' 00'21.0+0 0'47 386.39 7o.n3 50100005 M 282.439.82E 2.092.319.16 5r0 206.05.10 10' TRAIL CONTINUED P437,. 55380006 N 262.141.16E 2.092.553.15 510 201.50.11 Co,. Iron 58100006 to 5.180007 N 66' 41'52.91'E Ms/ 211.65 54101 5/100001 N 282.451.62E 2.092.165.35 510 209.9 .79 Co,. Iran 5/18000/ to 54180005 9 88' 45'21.0+1 0141 35.44 04437 5.150005 5 252.452.69 E 2.012.500.47 570 210.26.95 Carso 74on 5/100008 10 5.100009 9 88' 15'24.01'6 0007 233.04 0407 50100009 N 282.459.78 E 2.093.033.40 Sto 112.54.96 Co,. from 58100009 to $4150010 N 56. 22'21.62.0 0461 45.59 Polo? 50100010 N 082.461.0.1 2.091028.98 570 743.01.55 Carse 7408? 55700010 to 5*180011 N *9 00'21.01•[ 0447 421.16 ✓ otor 5/170014 x 282.468.43 C 2.093.50644 5.0 212.33.52 Co,. from 58700014 70 582000.2 N 89' 00'2741.0 018t 3541 P440, 5.150012 N 282.469.04 E 2.09154,48 574 241.68.52 Cows. Iron 53150012 to 551500/3 N 89' 00'24.0+1 M. .55.63 44131 51100033 N 182.477.21 E 2.091697.49 514 219.24.16 004,. 110.n 55150013 10 55150044 9 88. 24' 2-03E 0151 101.81 P4101 5/100044 N 282.411.52E 2.093.199.29 514 220.26.00 04w45 Iron 5/190014 10 5*190.5 N 86' 21' 24.84.E 01.7 25.56 24407 55100075 5 282.42538E 2.093.82424 510 220.53.56 Co,. from 5/100075 to 5/170016 M 89' 45'2..0r0 Met 74.11 244117 50100046 N 282.425.34 E 2.091830.94 010 220.6566 Cow. 1441? 581000.6 70 55/00041 N 89' 45323.0+C 3147 564.53 P ont 5.170037 N 282,117.19 C 2484.403.47 510 226.10.20 Cow. 1100 55/00071 to 5.170018 N 89' 0032141•[ DI.? 239.84 04.1, 5/100018 N 282.451.56 [ 2.094.623.25 574 228.5040 (*no oho. ..•••..• oM54, N 68.7003 4.401143 a•.••v •1501 e.••. •a.••s•••.4e •.7... 5' SIDEWALK 11006..5,g d.oln 511.538014 a.sc,Io?Ion P0161 587001 N 282,483.21 E 2.091.572.97 5.0 Course from 5.307 to 565006 M 88' 53'78.75'[ def 16043 P.,. 5.84008 6 282.486.33 E 2.0111.131.08 510 Course from 5181008 10 580008 S 83' 0310.58'[ Ont 22.07 709.? 587009 M 282.483.68 E 2.091.75549 510 04.0e8 from 5661001 10 5.310 N 66. 53.21515.E 00.7 114,15 701e• 5.310 x 282.485.91E 2.09147122 510 Couree frog 58310 to 58%014 N 86' 56'28.48'0 Les. 76.14 001.4 55341 N 262,409.99 E 7.091,91149 510 C.✓. fr. 58314 80 PC 56.3074., N 68' 50'03.93.8 0167 1182 C✓.e 00?, 0urv' ,•.3974.4 O .1.5 311.9922 M 0.50• 1 ' 04' 35 441 06' 00 cree De18'10.85' 921 10.0 60010. 40010. • 95.00 10007484 • 0.45 lona Crory • 10.14 16.0.0.'0. • P.C. S7atl. 311.89.01 N P.T. 5001170 312.07.0 x C.C. 282.395.26 80c87 • N 88' 56 03.93.8 46000 • 5 79' 57' 23.04'[ 0604,1 640. . 5 85' 29' 3.054.E 308.00.00 301.6043 309.82.91 310.99.05 311.7520 222.490.41 E 2.091.92027 282.490.24 E 2822..80 E 2.091.96138 C✓v. polo Curve 58.x0114.2 P.I. Stotler. 312.11.04 R 07100 11• 02' 15.98,71 00 3709 57. .8'01.73' ionoent •9.66 1o.016 • 1926 Ro01ua • 99.99 E0eer.1 • 0.47 lona Clar0 • .923 0.M P.C. 57,•100 312.264 0 P 00 5.64,7. Sto11512.2 0 C.C. M 182.0/56 Bock • 0 9' 50.23.01.0 Mew ur• 5 9 85' 00.21.01.2 n Cna Bear • 5 85' 78....30E 202.087.12 E 202.40840 C 78208128 [ 2.091.997.31 2.091.%1.61 6.091,90.094 5' SIDEWALK - CONTINUED Curve (8.500114.5 P.I. Si... 310.59.14 5 0e110 • 7. 19'42.98•¢11 040.ee • 78' )8'32.00' la.OPm 1414 P.e E.1 r liana w 4 a•a. P .C. Statim P.I. Station C.C. Bocx .e. 0wa 3eo- 282.50949 E 2.097.61041 21.33 200.00 0.47 27.31 0.0 318.45.49 M 282.5509.41 318.12.05 N 282.512.16 E 287.709.18 E 2.072.61043 5 88' 1• 5.09.02.E • N 80- 25 26.4.E • N 6•• is 1466E Curve Data 2.012.616.93 2.092.614.10 C✓.e 38.60011-6 7.1. 574.9.14 320.96.53 5 282.56.59 E 2.092.814.46 00170 • 15' 10'28.31.1111 Deo.. • 3' 24'57.62• 707.0904 213.78 1.06016 • 411.94 P00 • 1,680.00 Extern, - 14.84 Long LaCnor• 44161 OI0.0r0. • P.C. 570*00 323.1225 N 282,51716 E 2492444.10 P.T. 5.0.414 513.1749 N 284522.56 8 2.091087.42 C.C. N 280,855.57 E 2.092.97356 Bock • 5 80' 25.26.041E A.M. • 5 81' 24'0546.8 Cno•r 3914 •N 88.00'10.19.6 Cur. 0010 Ewe 38.10051-1 P.I. 5101106 324.12.06 8 282.511.96 1 7495166.31 08110 • 12' 0'04.05' ILII 04054 • 6' 2.'50.34' 80110.00 •99.30 2.091.969.16 100ln • 190.94 Rooky • 900.00 (.144,0 • 5.47 Lap Owe • 490.54 . 0. 040. • 59.4 P.C. 5107414 323.1049 0 282.521.56 E 7.1. 570.(014 329.13.63 44 282.529.98 E C.C. 8 28542327 E 2.093.17527 Baca . 5 66' 21'0566.1 2.091.929.94 Moos 81 e2' 59' 19.60 2.091.999.12 Chard 390- • 1 0 .• 17. 5.44 E CO✓ea frau PI 50.801114-2 to PC 5..00070-3 M 89' 00'21.01'1 01st 317.83 Curve 58.3070-5 P.I. 51011. 316.21.51 M D elta • 12• 16'33.86.011 O.cres • 23 56' 5698' L9natn • Podu Externo Lap 0510 • 72.05 197 20540 1.18 43,134 1.18 P.C. 5007414 315.93.12 5 P.T. 51061. 516.43.39 x C.C. 28249822 E Bo[k • N 09' 00' 21.030 4144303 •1 76' 1)'00.15'[ C6s0 Door • x 615 52' 04,08' C✓v. Ooto 282.494.13 E 7.017.19593 282.49514 C 2,092.57149 782.699.19 E 2,092.61539 2497.0533 Curve 0070 Curve 58.10010-4 P3. Stott. 316.64.03 N 00Ito• 1 I' 31'21,86•.261 00.'00• 26' 00 34.49. 1060401 • 20.64 Lena.n • Rogue• 20426 6 70 • 1.01 6000ExtCro 14.0 ry • 44.07 01. 0,0. • 1.03 P.C. 5808196 316.43.19 8 P.T. 51981. 316.64.53 x C.C.222.300.09 4080a /6- 41.47.15 0.eoN.1 88' 19' 1 060-0 Bos • 5 87' 2928.09. 28.01' E 282.50591 1 7,092.43518 782.499.19 781.504.56 E [ 1.097.162.54 2.092.415.39 2.097.456.11 Co✓ee 770(0 P2 5..1.2174.4 to PC 58.3P1N-5 M 88' 15.09.07E 041 160.90 5' SIDEWALK - CONTINUED Pr Sea 7.5504146 10 330.90.42 5 Dello • 20. 48.35.15.4011 Decree • 47' 33'46.10' 1man• 71,09 9rytn 140.73 Pool. 329.00 1009rnol • 7.TT Long [rota • 439.63 MI44Yo. • P.C. Stott. 330.16.94 M P.T. 5.011. 331.59.61 M C.C. 282222.50 6080 •5 8 17'15.01'[ u... • 5 73' 23.49.13 67270 Boor • 5 85' 4.07..054E 287.551.04 C 2.09345142 782.54424 782.534.42 E C 2.093433.51 0100 0974 0url, 58,1.000..11 P.t. Stoll. 331.74.01 x 00110 • 16. 50'4943411 Decree • 57' 11.44.71• tangent • 1021 Lerpin 29.40 04 3 • 400.00 2014,64 • 1.09 Lona ro Cry • 530 274,0,4. • 15 P.C. 5007414 334.59.61 5 P.1. 5707100 331.89.07 M C.C. N 287,619.85 E O 05N • 5 73' 23.19.115E One. • M 99' 45'21,03( Cnora Den • 5 63 49' 1.5'2 2.093.126.12 7.095926. 282.529.78 E 1.093.940.57 282.514.02 C 282.529.85 C 1.091954.95 2.093.924.30 7.093.955.30 Course le eft. PT 58.1101110 10 to PC 58.30114-17 N 89. 45'71.01.0 (0st 70.76 Curve 0010 Curve 58.5002.•12 15.6 5801,00 332.72,61 x 282.53020 2 7.034.03590 2.410 • 19. 25.51.3151121 Decree • 06' 23'39.11' 10010.0? 12.64 Lenatn 25.31 8.3.4 15.00 E0.ernd - IA9 2.093.081.42 Lona Moro - 25.32 2.093,28500 34, Ora - 19.8 P.C. Statim 332.5923 5 282,530.15 E 2,031.051.11 P.T. Stott. 337.8521 N 282.514.53 E 2.0..051,01 C.C. 74 282.605.15 E 2.094,02542 Book • N 89' 45.21.03E • N E Cu,.70' 19'23.20 0010 Cnrel Boo- • 5 80' 00' 27.0'1 Curve (6.3114-8 P.1. 510rl00 326.00.60 M 282.540.. C 729509.01 0a7a• 11. 33.061.•IND 0.9.09 • 6. 49 15.33' lor.ae00 84.97 1409714 469.36 06436 • 640.00 1004e/50 4.29 Ldp 00000 ' 169.07 40-6 • 4.26 P.C. 57071. 325.15.63 5 282.529.98 E 2.095285.00 7, 5001(04 326.84.99 5 282.53560 E 2.095456.03 C.C. N 281.69629 E 7.09507.41 8.x5 02' 59 49.601E 40300 • 5 85' 2304297( C5or0 Som • N 88' 06' 22.65'1 Curve 5..50010.9 0.5 5148. O 10 Docroo 1,0061 LengPollute 0 1089 08 Lap [kora • 0ra • O.C. 5,08;.151. . 08; C.C. 5,0rlon CC Back • S 66000 Crena Boor • x C✓.0 0000 328.57.66 N 282.520.30 E 2.093.621.12 17' 45'20.61.611 3' 19'10.99' 161.61 0194 1.500.00 9.. 33326 928 376.84.99 5 782.53340 C 2,095051.03 30.4691 x 282.54424 C 7.035!87.12 284.02848 C 2.093.573.03 85' 7• 2'0.29'[ 61' 41'35.01'0 86' 10' 15.19'1 Cv v Se.10070'13 0.5 Stott. 333.99.82 N 00110 • 0' .1.11.1YIR11 Decre• T. 21.4429• Is9•61 • l•nain • R.Ius • E.tM7W • tap Cnsa - xb.Or0. • P.C. 57011. P.T. 563.1. C. Curve 0oto 220.51 330.00 09.32 216.41 1625 332.85.21 5 335.0578 282223.80 8.87 70' 19" 23.007E 45000 • S 71. 23.24.89• E Cncra Deo• x 89' 27.59.43E 262.521.10 f 1014.158.94 282.534.53 282.50.54 E [ 2..406209 Curve 0080 2,094,051.50 1.094.267..50 C.. 5..3674.14 P.I. 51071. 335.72,390 R 282.531244 ( 2.090203230 0.70 • Ir 51. 1810011 Dem.• • 53134443 70..000 • 16.603 1009714 32.906 R04u. • 100.000 6x847994 • 1.369 Lora 000 • 32.756 ub. wo. ..350 P.C. 5100100 335.05.185 N 282.516.543 1 2,094.267,099 7.7, 5191100 335.0.691 M 282.531.315 E 7,09/29943/ C.C.202.631.514 C 2.097299..14 Bock . 5 7� 23'2449.0 011000 2 A 89' 45'21.01.0 Clara Bon • 5 80' 19'01.94.2 Cour40 Ir. PI 56.60P'N-14 7o PC S8.3913.15 5 89' 6' 21.01.E fas, 60.018 IWW.I MICHAEL 157041-55:671 C.N. 41 5' SIDEWALK - CONTINUED C✓v. 0010 uel 2.04 Curve 04.00080.15 P.I. 51011. 336.17.196 N 282.531.649 4 2.094.378.342 0.410 • 20. 56'52.16'411 Decree • 57. 17.41.80 1.00140 • 16.467 .140114 • 36.561 POdw • 100.000 Exterrol • 1.694 Eon. Crory . 36.358 ¢.0.0. • 4.666 P.C. 5707100 335.98.109 M 781.531.571 1 2,094.359455 P.T. 51971. 336.35270 5 282.530.332 E 7.094,395.5/8 0.0. 11 787.631.510 E 2.094.359.429 Bak • N 89' 15.71.014E .M. N 68' 48'28.86•1 Copra 84.- • 0 79' 16' 54,94'E Curve 00.0 Curve $0.60015.46 P.I. 51071. 356.87.468 M 262,555.394 E 2.094.439.565 0e110 20' 11.52.16'105 0,0,86 • 21.3?.15.10' torpent • 47.198 1.00714 • 93.417 O 00100 • 265.000 Ex1errol • 1,130 9, 0[0. . 4.106. P.C. 5797100 336.35270 0 262.538.331 E 2.094.395.578 P.1, 870t4. 337.28.641 N 261.556.213 E 2.091.486.776 C.C. M 282.291253 C 2.094,191.314 800. I 5 60' 49'26.86'[ Use. • N 69' CO. 2..01•2 0ro,0 880' • 0 18' 56' 24.91.1 Co✓ee from 1•7 58.80014-16 to PC 50.50074.11 5 89. 00'24.02'7 016t 15.116 Curve 0070 Curve 58.50P?N'17 P.1. 5601190 337.56.431 8 282.556695 E 2.094.514.516 De17o4' 01.0512'415 D0cr90 • 153 13 4443 7.04.1 • 12.349 L9natn • 24.523 Po?ws • 100.000 Elf 44,101 0.760 LaCro p ry • 24.511 O 1472'4 • 0.154 P.C. 5001100 337.44.083 N 282.556.480 E 2.094202.169 P.1. Station 337.6840 N 282.551451 E 2.096,526544 C.C. N 282.656.105 E 23094.505904 Boca • 69' 00'2..01'[ mood • $26' 54.5346.E Cnn$n Boor • S $3' 51.16.42.0 Cw4 $8,3075.18 0.1.57041. 331.80.921 N pelta 43'0'52.20'411 Decree • S3 00.52.33 Idp.1 • 1¢72114 • Pod.6 • 157904 Ldp Crory C.570 P.C. 54011. P.T. Sroryn Curve 00.0 282.551.121 C 1.094.538.497 21,121 100.312 0.248 24.01 0.742 337.68.60 M 282.553.899 E 2.094.526.544 337.93.076 N 282.551..5 E 2.096.550.766 Bock• S 16' 51.53.66•[ •••. ••.. - 44_4_4-.,.• B •_ 4nwa •x 89' 08' 1197E Cnora Bea • 5 83. 53' 19.96'8 Cour. from PI $6.5080.16 to 50312 5 09 08' 13.96' [ 014. 26.303 Poen 58312 N 282.551.232 8 2.094.519.066 570 30.21.319 Carso fro.. 5.317 10 55313 S cr 22'03.02'[ 040 23.922 7o01,? 5.313 5 262.527410 C 2.094.519219 8470 30.45301 (M6p .2101. 5820015 o8e0r1otton ei CULVERT PIPE LEGEND TYPE DESCRIPTION 1 RCSP Reinforced Concrete 50WOr Pi00 2 RCP R.IntOrC.a Concrete PIP. 3 GCCIEP Galvanized 1000 Coated Corru00ted Wtal Noe 4 ACCMP Al0sinue 000100 C0rr0OeteO Met0 PIP. 5 PCCMP PQIp*.er Ca01.0 Corrugated Metol Pipe 6 HOPE -8I Hptl Density POlyethyian. (Corrugated Into -ice; 7 HOPE -SI High Density PO(yOtny*One (Smooth Interior) 8 PVC Polyvinyl Choride Pipe OAIL RIFORIMAINION • The C0ntr0clar will be requlrma t0 furnish WOSte Ar005 for Excess Exc0votion on this Project The Contractor rill be required to furnish Borrow on ttis Project. 60-0" 2o'-0" EARTHWORK OUANTI TIES •E%Uv101 E0l1M00Rx STATION 10 5711101 Av0u0.E 1C0. yos.N DCAMAEO PI 0)0*041404) C.U. 105.1 10.00.00 - 21.00.00 (P005E 100) 3.998 4.425 21.00.00 - 29.00.00 (PHASE THREE) 5.655 2.608 29.00.00 - 37.30.23 1P1105E 01*E) 3.271 509 TOTAL 12.924 7.542 %. 7.7 Elev. 1888.70 0.1 iv A f S'fY `J. Yr -I JJ -t I i"t'r SCOUR HOLE BASIN PLAN 8400 to Scale Filter fabric for rip rap 8" • The 1000tions of all Oeriol 003 undo -- 0,0.00 utility 40010tles m0y 001 be 00100100 in *nese plat. 111100r9rpfq utilit1e5. Mother uglCOteA Or not rib be KKated Oto fg00e0 by the Ufilitie5 Of the request 04 the Contractor. No exc0vOtIOn vat be perm)tte0 In the Oreo of utx10r9rou o utility (0011itl.. until 011 Suan 4001itles nave been KKOt00 end identified to itle safts- f0Ctton Of 0)) 00r ties. The ex0av0tIon must De OCcdmpliS)MO Mtn extreme 000 I0 00e1. t0 00040 any p05510iilty of 0Mog0 to the utility f0Cillty. 8" Sidewalk 2" Chamfer of 45• Construction Joint 04 x 8" W 12" ctrs. SIDEWALK W/ INTEGRAL RETAINING WALL FOR FILL Not t0 Scale CONCRETE FOR STEEL FOR RETAINING WALL RETAINING WALL CY (478-3000) 180 1.11 13 STA. TO STA. 15.60.00 - 15.90.00. Lt. SIDEWALK W/ INTEGRAL RETAINING WALL FOR CUT Not t0 Scole CONCRETE FOR RETAINING WALL CY (478-3000) STA. TO STA. 11.76.07 - 12.00.00. Lt. 14025.00 - 15.00.00. Lt. 111.69.41 - 111.83.74. Rt. STEEL FOR RETAINING WALL LBS .95 10 5-0" 3.11 33 .59 T IL".IEso1 MI�CHA�ELI 5)110.55011 2- C.w A229i LEGEND ---E --- CLECT1101. SERvICE —1--- 100(0 LITE — POP— 000000 PO0(0 LIME - SWUM. SEDER — S5— 000 SEDER — 0— 1(lE0100E 111E — 10— 11130 OP)1C IEU. 811E — 0T— 05(/0610 10.(0)106 LINE —Tv— CARE 04 111E — 0)4— 0.41e000 CARE Tv 104E — 0— RATER LINE — 0— FOC(- 01.404 LINE — 0— 4000 - 0.0.9. OA RIRE — 0— 010E - 4000 - ROMINE - COMA (IME DAM .(NCM DAM. ® RATER 81001 ED COMM POIM' C. 003 KTEO Pa GAS V cs 190 ▪ 0tics •�� 010011(6 • 0/190 POST • Cur 80.E - Wv RIR( *080* 11011 POLE d 011000 O MM0a1E -ill- 0)051 • OIL 411 O Rate c00E POINT Q 100(0 000 • POSER P0.E ® 000(0 00.1 000 - 800111E *ADM ® 0.0.0. 000(8 e A000400 0.0. 010.I00 SIGN H RAILR010 000)16 0101010 i0AC05 —0— RE1A1NIK. 08.1 • 5.166611E 0161 1 5)01 • 100110 5)000 * 00*01)8 5)0x11/51. L101T 1:0 TEtL1016 000 I TELE. 4100 a1TIC5 900 10 7666890E RRL 00x 4 0(8(01016 00.E 5 TELEVISION e00 TREE - 011114ERW5 TREE - 0(10000 ¢ 'PEE SIU& O DATER 101410 0*0400.1 SA RATER MAK ® 40E0 DETER ® 1611 d RINOOLL E. 13th Street IWLW MICHAEL! STP-SSIW I I 3-01 C.N. 42292 TRAIL DETOUR FOR PHASE 2B PROJECT LOCATION TEMPORARY ACCESS PHASE TWO PHASE THREE I1. MI Srou•SS1617, I'PI 1 STA. 10.00 TO STA. 21*00 STA. 21.00 TO STA. 29.00 PHASE 101 STA. 29.+00 TO:STA: 3Y+ `23 IYi I; I Nil. - _vl,•_-yam . E. 12th Street rttrr'Itt` t fffrff f11r1rdt� !E •1 PHASE 28 NOTE I. PHASING MAY BE ADJUSTED WITH APPROVAL OF ENGINEER. COLLEGE MUST HAVE FULL ACCESS TO WEST PARKING LOT DURING GRADUATION ACTIVITIES. 2. CONTRACTOR SHALL PROVIDE 2 -WAY TEMPORARY SURFACING TRANSITIONS FROM PHASES ONE & TWO TO PHASE THREE. GRADE OF TEMPORARY SURFACING TRANSITION SHALL NOT EXCEED 10%. CONTRACTOR SHALL ALSO INCLUDE A TEMPORARY SHOULDER. THE CONTRACTOR SHALL SCHEDULE THEIR OPERATIONS SO THAT 12TH STREET IS OPEN TO THRU TRAFFIC OVER THE 2013/2014 WINTER MONTHS, AS DIRECTED BY THE ENGINEER. 3. AT LEAST ONE DRIVEWAY MUST REMAIN OPEN AT ALL TIMES DURING CONSTRUCTION TO EACH OF THE TWO HASTINGS COLLEGE PARKING LOTS. 4. THE CONTRACTOR SHALL PERFORM ALL WORK RELATED TO THE SANITARY SEWER CONSTRUCTION DURING PHASE TWO. o so E SCLLE Pmegme PLAN pl POINT 15.17' LT STA. 9.99.83 X.2091773.0638 5.282471.8266 O POINT 15.20' 8T STA. 10.00.00 X.2091773.8200 5.282441.4671 0 5.00' R.P. 22.18' RT STA. 10.24.24 8.2091979.2807 5.282434.9321 P.C. 17.50' 8T STA. 10.24.70 0.2091798.7447 5.282439.9225 P.T. 27.57' RT STA. 10.29.24 X.2091803.4353 5.282434.9947 O POINT 30.48' RT STA. 10.29.09 X.2091803.5345 5.282427.0837 0 POINT 30.62' RT STA. 10.41.88 9.2091816.3144 5.282427.3336 © 5.00' R.P. 24.59' RT STA. 10.46.99 0.2091979.2807 5.282433.5204 P.C. 24.50' RT STA. 10.41.99 X.2091816.2377 5.282433.4578 P.T. 19.61' RT STA. 10.47.45 X.2091821.5463 Y.282438.5109 pT POINT 20.00' 8T STA. 10.51.67 8•2091825.7820 5.282438.2486 pe POINT 20.00' LT STA. 10.51.86 8.2091824.7479 5.282478.2357 © _N • 9 p 30.00' R.P. 50.00' RT STA. 10.86.82 X.2091979.2807 5.282409.3322 P.C. 20.00' RT STA. 10.86.82 X 42091860.9092 5.282439.3183 P.T. 50.81' RT STA. 11.16.80 9.2091891.8221 7.282409.4376 10 30.00' R.P. 50.00' LT STA. 10.89.29 X.2091979.2807 5.282509.3613 P.C. 20.00' LT STA. 10.89.29 0.2091867.1688 5.282479.3752 P.T. 49.36' LT STA. 11.19.29 8.2091891.754. 9.787009.6956 If POINT 77.39' LT STA. 11.19.88 6.2091890.9972 5.282537.6660 12 P0181 51.75' 85 57A. 11.18.04 7.2091923.0732 5.282409.4502 13 POINT 76.66' LT STA. 11.96.29 8.2091927.4083 5.282538.0455 14 30.00' R.P. 50.00' RT STA. 11.78.11 X.2091979.2807 5.282412.1108 P.C. 49.10' 8T STA. 11.48.12 0.2091923.0722 5.282412.0987 P.T. 20.00' RT STA. 11.78.11 X•2091952.1591 5.282442.0969 \` 15 30.00' R.P. 50.00' LT STA. 11.85.73 7.2091979.2807 5=282512.2964 P.C. 50.55' LT STA. 11.55.73 X.2091927.6479 5.2825169321 20.00' LT STA. 11.85.73 X.2091958.5588 5.282482.3103 20 40.00' R.P. 77.01' 87 STA. 11.91.07 6.2091979.2807 5.282385.5951 P.C. 81.74' RT STA. 11.54.35 912091930.2890 91282379.6600 P.T. 55.13' R7 STA. 11.60.58 8.7091915.7119 5.787408..4480 21 32.00' R.P. 37.63' RT STA. 11.33.80 X.2091979.2807 7.282423.1304 P.C. 55.13' RT STA. 11.60.58 X.2091935.7119 7.282406.4480 P.T. 38.31' RT STA. 11.65.79 8.2091940.4030 5.282423.4240 STA. 11.33.91 11.33.91 9278 STREET • 1 STA. 111.33.91 ELN STREET 2.5' CV I 22 32.00' R.P. 77.01' 8T STA. 11.94.07 0=2091979.2807 5.282385.5951 P.C. 80.80' RT STA. 11.62.29 X.2091938.2004 5.282380.8470 P.T. 59.51' RT STA. 11.67.28 X.2091942.5387 5.282402.2774 23 40.00' R.P. 37.63' 8T STA. 11.33.80 9.2091979.2807 5.282423.1304 P.C. 59.51' RT STA. 11.67.28 7.2091942.5387 5.282402.2774 P.T. 38.48' RT STA. 11.73.79 9.7091948.4077 5.282423.4975 24 POINT 76.42' LT STA. 11.67.29 812091938.4079 5.282538.1382 25 POINT 76.24' LT STA. 11.75.28 7.2091946.4076 Y.282538.2056 E. 12th Street E W Z 26 POINT 48.99' LT STA. 11.76.37 X.2091948.3273 5:2825160033 27 POINT 34.66' LT STA. 11.76.07 X.2091948.4589 5.282496.6701 28 POINT 34.35' LT STA. 12.00.00 X.2091972.3873 5.282497.0853 29 10.00' R.P. 25.17' LT STA. 9.52.69 X.2091725.7406 5.282480.9114 P.C. 15.17' LT STA. 9.52.69 X.2091725.9344 Y.282470.9133 P.T. 25.17' LT STA. 9.62.69 7.2091735.7388 5.282481.1052 ® POINT 35.43' LT STA. 9.62.69 7•2091735.5399 5.282491.3653 31 POINT 35.43' LT STA. 9.82.69 012091755.5362 Y.282491.7529 32 10.00' R.P. 25.17' LT STA. 9.92.69 0.2091765.7331 5.282481.6864 P.C. 25.17' LT STA. 9.82.69 X.2091755.7350 Y.282481.4927 P.T. 15.17' LT STA. 9.92.69 X.2091765.9269 7.282471.6883 33 POINT 41.43' LT STA. 8.22.87 X.2091595.6255 54282494.6543 34 POINT 41.43' LT STA. 8.28.87 X.2091601.6244 54282494.7706 13 PM MICHAEL' LEGEND LONCITLAINAL JOINT 01E01 CONTRACTION JOINT CONSTRUCTION JOINT V VARIES FR08 10'-0" TO 16'-6" FOR DETAILS NOT 5x0424 SEE STAROARO PLAN N0. 329-R9 S1PAA-55+6171 2 L C.M. •7292 0 0' 20' 574E 8 YI 14 MATCH LINE GEOPWETCRIOCS ARID JJ©UR1T IC;M MICHAEL' sro..•sa;uti z' If E.N. 72762 ill O POINT 29.67' LT STA. 14.25.00 1I 1 0.2092197.8825 7•282496.3907 0 POINT 29.67' LT STA. 15.00.00 0 POINT 29.67• LT STA. 15.60.00 x=2 - O POINT 29.67' STA. 15.90.00 7.2092362.8.8 576 7.282499.2535 c 10. 71.,0. scuE S + 1 1— CO ton + co r 1- CO • Q 0 Q 04 . •.. ... . . . 1� 14 15 16 17 18 19 I 1s' 1s• u' E. 12th Street- — Z J :.i - / Z J 0 LEGEND LONGITUDINAL JOINT (TIED) CONTRACTION JOINT r�'FN•�'��: , %7•' '1' sON •'•,1 >- CONSTRUCTION JOINT V VARIES FRON 10'-0" TO 16'-6" FOR 0E7Ai15 N07 56069 SEE STANDARD PLAN N0. 329-89 gOS1A/T GEONETROCS AND dJ®OW4$ PMMICHAEL" SIP4A--,17, z"u A pl 25.00' P.P. 45.00' RT STA. 19.71.2S © POINT X.2091979.2807 1=282436.0146 P.C. 20.00' RT STA. 19.71.25 0=2092145.0554 2=282461.0030 O P0157 P.T. 45.48' RT STA. 19.96.24 0.2092770.8148 1.282436.2944 O 25.00' 0 POINT 51.99' RT 51A. 19.96.12 0.2092770.8876 1=282429.7850 P.C. 0.2093074.2399 0 POINT 52.47' R7 STA. 20.21.11 P.T. X.2092795.8874 2.282430.0649 0.2093098.8010 O 25.00' R.P. 45.00' RT STA. 20.46.39 0.2091979,2807 1=282438.3016 P.C. 44.13' RT STA. 20.21.40 0.2092795.9222 1.282438.4059 P.T. 20.00' RT STA. 20.46.39 0.2092820.1611 1=282463.2900 0 OS 25.00' R.P. 45.00' RT STA. 22.39.42 in 0.2091979.2807 1*282444.1770 } P.C. 20.00' R7 STA. 22.39.42 0 0.2093013.1081 9=282469.1654 r P.T. 45.26' RT STA. 22.64.42 0.2093038.8639 1.282444.6826 Q y PHASE II i u 52.21' RT STA. 22.64.35 0=2093039.0045 9.282437.7306 52.66' RT STA. 23.00.43 0.2093074.3933 1=282438.2655 R.P. 45.00' RT STA. 23.25.41 X•2091979.2807 9=282446.3651 45.07' RT STA. 23.00.41 1.282445.8494 20.00' R7 STA. 23.25.41 9=282471.3514 °® soul PHASE III J1 M C.*. •2292 Q 0 + N N Q y • - 20 - - t; E. 12th Street 22 23 - - N I -— a • f5' • 15' 15' 3 f ! ii I i 15•- ! __ i _ _ _ i i•!• •_ I I ! I . ... .l. ... 1 .. ... .. ... ... ... .. ... ... ... .. .. ... .. .. lJ lJ W © O 0 .I S u 4 5 n e O W _ -- J 1 0 4T1 i LEGEND IONGITUOINAI JOINT 1TIE01 '�`'•• �`Y CONTRACTION JOINT CONSTRUCTION J01NT SON -. 3 T 2y 9 0 VARIES FR08 10'-0" TO 16'-6" FOR 0078119 2407 190877 SEE STANDARD PIAN N0. 329-89 CilfEOr:1IETROC S APS® dJ®and4 JWfM3MIICCHHAABI.I STRJ0-c; 7, x-u 0 25.00' R.P. 45.00' 117 STA. 23.13.37 © POINT 45.87 RT 57A. 30.33.25 X42091979.2807 7.282453.0865 0.2093806.4031 7.282456.3298 P.C. 20.00' RT STA. 27.13.37 0.2093486.7074 7.282478.0828 pt POINT 46.40' RT 57A. 30.58.19 P.T. 45.43' RT 57A. 27.38.37 0.2093831.3415 Y.2112455.9035 0.2093512.1412 7.282453.0938 0 25.00' R.P. 45.00' RT STA. 30.83.22 02 POINT 51.00' RT 57A. 27.38.27 X.20919'9.2807 7.282457.4150 X42093512.1428 0.282447.5195 P.C. 44.60' RT STA. 30.58.23 0.2093831.3723 7.282457.7051 Q POINT 51.00' RT STA. 27.63.21 P.T. 20.00' RT STA. 30.83.22 x=2093537.0760 Y.282447.9521 0.2093856.2641 7.282482.4148 o 0- 7,ro C.N. 42293 N O 25.00' R.P. 45.00' RT STA. 27.88.38 042091979.2807 74282454.3879 P.C. 44.34' RT STA. 27.63.39 0.2093537.1361 1.282454.6134 P.T. 20.00' RT STA. 27.88.38 042093561.7013 0.282479.3841 8 0 25.00' R.P. 45.00' RT STA. 30.08.27 042091979.2807 7.282457.0956 P.C. 20.00' R7 STA. 30.08.27 0•2093781.3060 0.282482.0954 N P.T. 45.53' RT STA. 30.33.26 N 0.2093806.4089 7.282456.6683 1•• N PHASE III PHASE 1 0O + C) I- IA L• 25 y 26 N 28 E. 12th Street 29= _ 10 - - 1 ,-.715' _ 15' 14' 12' 12' IS' I. IS' o - - o•118 1 Z la z 0 Q i LI Q 2 LEGEND LONGITUDINAL J01NT ITIEDI CONTRACTION JOINT .i ._ E e, ;• R 9 CONSTRUCTION JOINT 9 VARIES 71OM I0'-0- TO 16'-6" TOR DETAILS NOT SHOMN SEE STANDARD PLAN N0. 329-R9 GIMORCETROGS LAND JOIMITO STA. 31+00 O 25.00' R.P. 40.00' LT STA. 31.95.68 0.2091979.2807 7.282542.8935 P.C. 20.00' LT 51A. 37.95.68 X•2093968.5491 7=282522.8937 P.T. 42.00' LT STA. 32.15.58 X.2093300.3349 1.202544.9709 0 POINT 43.08' Lt STA. 32.27.31 0.2094000.0787 7.282546.1131 O 25.00' R.P. 40.00' LT STA. 32447.68 0.2091979.2807 7.282543.1151 P.C. 38.16' LT STA. 32.27.76 0.2094000.5550 1=282541.1892 P.T. 20.00' LT STA. 32.47.68 X.2094020.5473 7.282523.1152 O 25.00' R.P. 40.00' LT STA. 35.31.21 0.2091979.2807 7.282544.3233 P.C. 20.00' LT STA. 35.31.21 0.2094304.0769 7.282524.3235 P.T. 40.00' LT STA. 35.51.21 9.2094323.9915 7.282544.4085 O POINT 50.87' L1 STA. 35.51.21 0.2094323.9452 7.282555.2819 © POINT 50.97' LT STA. 35.63.14 X.20943354688 7=282555.4330 O 25.00' R.P. 40.00' LT STA. 35.83.74 0.2091979.3807 1=282544.5446 P.C. 40.00' LT STA. 35.63.74 X.2094335.956 7.282544.4594 P.T. 20.00' LT STA. 35.83.14 x.2094356.0006 7.282524.5448 O IMC\ MICHHABL SIPAA-5516111 2.15 C.N. 77292 0 CY 20' 70. SCALE 8 32 33 15' 1 34 r. 35 36 171. 7 El 12th Street 15' 15.1 i 15' 15' MATCH LINE LEGEND LONGITUDINAL JOINT (TIED} CONTRACTION JOINT CONSTRUCTION JOINT VAR1ES FROM 10'-0" TO 16'-6" FOR DETAILS NOT SHOWN SEE STANDARD PLAN N0. 329-R9 MATCH LINE- G EODAIETROCCZ AND JOONV 0 POINT 20.00' LT STA. 37.30.23 8.2094502.8197 '7.282526.4777 O POINT 20.00' RT STA. 37.30.23 X.2094503.5137 7.282486.4837 v � V O c O NL t o` 1 O STA. 37.78.42 12TH STREET STA. 237.78.42 E, NORTH 614 AVENUE O 38 39 O— 0 E. 12th Street 40 10.2' 8 IN451Pu-S5i6+9> LEGEND LONGITWINAL JOINT I11E01 CONTRACTION JOINT CONSTRUCTION JOINT VARIES FROM I0'-0" TO 16'-6" FOR DETAILS NOT SNDMN SEE STANDARD PLAN N0. 329-R9 GEO PA C.N. •7792 •L6 N. 7th Avenue (ETROCS AND JOaul'14Z E. 12th Street STA. 11•33.91 121N STREET • STA. 111.33,91 ELM STREET / 11 9. f 9 '9 ,IV y 1 IMO bp 104 MICHAEL' STP.. -;a1/1 1 2-0 0 S. Ay 20. SCALE j CL N. ELM AVENUE LEGEND 'OP) ALL GRADES ARE TOP OF PAVEMENT OR PROJECTED PAVEMENT UNLESS OTHERWISE° NOTED. 12th Street 20 I 1 00. / JLr. C MICHAEL! SMA-»wTn �.R 4 N 12th Street y-�a23 f LEGEND ems' ALL GRADES ARE TOP Of PAvERERT OR PROJECTED PAVEPERT ORLESS OTRERPISED NOM. „=a N X If 12th Street 27 1, 28 V+ 140 0 0 WG'A MICHAEL SIPAS-5516171 1 3.15 M 20 12th Street 30 f 1 31 1 0 LEGEND All GRADES ARE TOP OE PAVEMENT OR PROJECTED PAvEIENT UNLESS OTNERWISED NOTED. 3 ORADES 12th or .v Street 33 if IM3MICHAEL! s,PAA-99.G,T, C.N. 42292 01 12th Street LEGEND ALL GRADES ARE TOP OF PAVEMENT OR PROJECTED PAVEMENT UNLESS 0T2ER94ISED NOTED. SCALL 4 MICHAEL' S'Pu.-SS6171j C. 2n2 LEGEND ALL GRADES ARE TOP OP PAVEMENT OR PROJECTED PAVEMENT UNLESS OTNERMISED NOTED. ONADES BUILD MANHOLE. PLAN 435 -RI M1. STATION 510E FRANE TLANGE RING COVER TYPE 11.20.00 20.0' LI. A 0 BUILD CURB INLET. PLAN 443 -RB SITE Kt STATION MOO 15••x42' Type 1, 7 00 8. runlet In Curb Intel 2 6 Outlet in Curb Inlet 1. 0111 • 3'. Pion 411. 111.88.00 15.6' Lt. 7'-2" 4•-i^ 16' 2 111.88.00 20.8' Rt. 4'-4" 2'-8" 8' O BUILD COMBINATION INLET. SPECIAL PLAN IC Na. STATION 510E 10.84.00 20.0' Lt. LIMITS OF CONSTRUCTION STA. 11.3).91t l 12TH STREET a STA. 111.33.91 ELM STREET CONTRACTOR TO PROTECT CEMETERY FENCE DURING ALL PHASES OF CONSTRUCTION. 12 I:NM MICHAEL' STPAAcy NA -53,6t11 2-L4 0 0' 20 AO' SCALE SANITARY SEVER LINE ABANDONED IN PLACE REFER TO SPECIAL 9C SANITARY SEVER: z—LIMITS OF CONSTRUCTION 3 C.N. 42192 Awsvoisrat ..yam, 1 6, 12th Street AS • A' r0 II Q BUIL() STORM SEWER PIPE 40. SITE OESCRIPTIOl 1 15••x42' Type 1, 7 00 8. runlet In Curb Intel 2 6 Outlet in Curb Inlet 1. 0111 • 3'. Pion 411. 2 18"x35' Type 1. 7 or 8. ./Inlet in Grp Inlet 1 A OutlO* In 0800046 1. f111 z 6'. Pion 411, 3 18"436' type 1. 7 or 8, r/Inter in Combination Inlet 3 6 0utiet In M0HI010 1. 0111 z 4'. Pion 411. 4 24"x410' Type 1, 7 Cr 8. r/Inlet in lionho18 1 6 Outbt In Curb Inlet 4. P111 • 8'. Pion 411. LIMITS OF CONSTRUCTION SANITARY SERER LINE ABANDONED IN PLACE REFER TO SPECIAL 9C SANITARY SUER. 110 N. Elm Avenue O LIMITS OF CONSTRUCTION — Y'v —8- C MATCH UNE DRAONAGE IWGv.3 MICHAEL! STPu-55+'4171 1 2,173 C.N. ACM O BUILD STORM SEWER PIPE O BUILD CUR8 INLET. PLAN 443-R8 .. _N0. 512E OtSCRIPTIM M . STATION S10C "a•• • e• •r" `ems..-' 5 Type 1. T or fl../Inlet In Curb Inlet 4 & outlet In C.B.C.. 4 15.30.00 20.0' Lt. 6'-4" 5'-2" 8' 24"x146' Spec:01 Plon 4C. F:11 = 10'. 6 18.07.00 20.0' Lt. 5'-6" 5'-9" 16' i/;%%%'i •� t In Cs Inlet 6 6 Outlet In T 1. 7 or 8. r/inleCols5' 19 17.83.39 44.05' Rt, 4'-6" -9" 8' •" '• ;. 6 30"x153' Merle 4. •Ni - Y. _ 20 17• .4a 52 57.46' RT. 4'-$" 5'-9" 8' do?;; � 7 30"938' Type 1. 7 Or 8. r/Inlet In Co0Oinotion Inlet C1r0 Inlet 6. FM= 3•. Plop 477. 7 6 Outlet In *7 r, lP '. .:i"! ,,.1 24 30"x29' T e 1 6 Outlet In Ca 8(880 on Ingot 7. Fin 3'. 872110 COMBINATION INLET. O SPECIAL PLAN IC d4"'•_:'% / ..+',•%%%:.•=' , .-i' 25 30"x35' Type 1. 7 Or B. r/Inlet in Gro Inlet 20 6 Outlet :n Corp ND. STATION 510c "%" yL " �'•� i' ;; 0 er 2C q'_. ••/' I - ••-•,•• ;•• • Imo 19. Fin 3'. 5 16.60.00 20.0' Rt. 6'-3" - f'' - / 7 18.07.00 20.0' Rt. 5'-1'/ •/, SCALEpgRA I: ,,'' 872110 ROCK RIPRAP 1SEE SKETCH ON ATN2-NI :/ ;;' :/,,�// % •�} �,• I STATION SIO( 770E TMS 17.42.75 - 18.20.62LT 8 300 8 +- T ei H88CONTRACTOR TO PROTECT CEMETERY FENCE DARING - ALL PHASES OF CONSTRUCTION. -.,_.. -.- . .- '/,. - ' LIMITS OF CONSTRUCTION yy/ SANITARY SET/ER LINE ABANDONED IN PLACE -4 '• ' REFER TO SPECIAL 9C • Af di �SANITARY SEWER. ' -• 4i • �•• .. _. _.. _..-. - j4i ,Yf • �eN �i i* TV fe 9 Q•fe Ii}9e� eA STA.19+50 5.. psi ✓i Q _ . x � ... - • 19 IS 16 © 17 IB , 0 �.. 19 ._...... i. E. 12th Street Q • • p el II LIJ l'orf J - ® _- -4, J o - ca - i 1 110115 OF CONSTRUCTION SANITARY SEWER LINE ABANDONED IN PLACE REFER TO SPECIAL 9C SANITARY SEWER. PROPOSED SANITARY SENER MAIN REFER TO SPECIAL 9C aQ i BUILD CRUSHED ROCK BASE COURSE. SPECIAL PLAN 6C 85 SANITARY SEWER. STATIM 70 5761101 510E TM CU. YDS. 410& 16.03.73 - 17.42.75 Lt. 6 Rt. 493 395 B. (NLx;K BUILD CONCRETE 800 CULVERT, SPECIAL PLAN 4C STRU. N0. U114501645 l �Itl1S i ',• .CIn1�Y STATIM OE5CAIPIIM ETC. Mu. 7051i � ''�? or ,[f�=/ ........... 16.75.07 O.A..896Ac..01oo=950cts,0,0..5.-7'• TAM 10' • 6' • 738' Cofcrete 809 Culvert on 25. 5xer RIM ono 35 sere r/Wtnprons. FiD=7'. 1921 0 + H• NOTE: SEE SPECIAL PLAN 2C FOR SEDIMENT BASIN AND 810TENTION CELL. IIITT�Mp/� IItIHAEL +^ WT.LO MICHAEL SC.0.472T6111 1 Du• C.0.47291 •7252 0 E 20' SCALE LIMITS OF CONSTRUCTION 0 0 N H 24 MATCH LINE LIMITS OF CONSTRUCTION O BUILD CURB INLET. PLAN 443-R8 NO. Suns 5100 ••x- ••r -r- 9 20.80.00 20.0' Lt. 5'-8" 5'-9" 4' 10A 20.79.94 48.8' Rt. 5'-3" 2'-8" 8' 11 23.32.00 20.0' Lt. 5'-2" 5'-2" 4' O 81)110 COMBINATION INLET. SPECIAL PLAN IC 100 STATION 510E "0' 8 19.60.00 20.0' Rt. 3'-8" 10 20.80.00 20.0' Rt. 4'-4" 12 23.32.00 20.0' Rt. 5'-0" O BUILD STORM SEVER PIPE 10. SITE OCSCRIRTICN 8 15"x43' Type 1. 7 or 8. w/Inlet In CaMinoticr. Inlet 8 6 Outlet In Mantels 2. fill • 4.0'. Pion 411. 9 30-x62' Type 1, 7 or 8. w/Inlet In MOn1010 2 8 910,00 End 5e0tlon on Outlet. F711 • 6'. Pion 410-R3 10 30-x120' Type I. 7 0r 8. w/Inlet In Curb 1011 9 4 Outlet In 410041010 2. FII) • 5'. 11 24-026' Type I. 7 0r 8. r/Inlet in Curb 1011 10A 8 Outlet In Cort0In0tlOn Inlet 10. Fill • 3'. 12 13 24"x43' Type 1. 7 0r 8. w/Inlet In C0010l00tlon Inlet 10 8 Outlet In Curb Inlet 9. F)II • 3'. Peon 411 24"x252' Type 1. 7 or 8. Willett In 1116 InIot 11 8 Ounet In Curb Inlet 9, Flu • 4% 14 15"024' Typo 1. 7 ce 8. w/Inlet In 110ngle 3 8 Outlet In Como:not:on Inlet 12, F111 • 3'. 15 24"043' Type 1. 7 or 8. r/Inlet In COm0inotl0n Inlet 12 8 Ounet In CItD Inlet II. Fill • 3'. Men 411 26 36"x41' Type 3, 4 Or 5. w/Inset In 6000 Outlet Structure 1 8 Metol Floret" End Section on Outlet. 8. Mow. FII) • 6'. Pip• 410-113 LIMITS OF CONSTRUCTIONJ. CONTRACTOR SHALL CONNECT EXISTING PIPES IN PROPOSED STRUCTURE. 0 811110 MANHOLE. PLAN 435-R7 410. STATION SIDE FRANC FIANDE 8114) GO.0A TP1 2 19.60.00 24.5' Lt. - - 111 A 3 23.22.00 41.3' Rt. - - 111 A 0 8UIL0 BASIN OUTLET STRUCTURE. SPECIAL PLAN 8C STATION 5101 20.62.09 134.2' LT <>, BUILD COMBINATION INLET. SPECIAL PLAN IC NO. STATION SIDE 13 30.93.07 20.0' Rt. BUILD CURB INLET. PLAN 443-08 AO. STATION SIDE 14 30.93.00 20.0' Lt. 0 BUILD STORM SEWER PIPE 70. SIZE DESCRIPTION 16 113-x43' Type 1. 7 ix 8. /Inlet ln C0nbinOt1Co Inlet in Ckrb !Met 14. rip • 3.. p,,,,, 477 13 0 Outlet 17 15.x34. Type I. 7 or 8. 0/307e1 in Areo Inlet I. & 00109 in CombInotIon 101.7 73. FM • 3'. BUILD AREA INLET SPECIAL PLAN 5C l0. STATION SIDE 30780.23 40.2 Rt. UNITS Of —\ CONSTRuCTIOm \ TT -. MiCH S,PAA:5'176171 6.o. *2292 0 10' NY E STA. 31+00 E. 12th Street MATCH LINE LIMITS OF CONSTRUCTION IngiONAGE PM MICHAEL 1511444455l611, 2•u6 O BUILD STORM SEWER PIPE O 8UILDIAL PLCOMBIANATNICION INLET, SPEC C.R.42292 all. 51n OCSGRIPTION la STATION N 18 24"4307' Type 1. 7 0r e. Winlet In CVD Inlet 14 6 Outlet in Curb Inlet 16, rill • 4'. 5104 15 34.00.00 20.0' Rt. 4•-5•• Type 1.3 15"443' 1. 7 br 8. w/Inlet in COmolnotlon Inlet 15 6 Outlet In Curb Inlet 16. rill • 3'. Pim 411 O BUILD CURB INLET. PLAN 4 3-R8 20 2�"x325' Type 1, 7 or 8. I./Inlet in Curb Inlet 16 6 Outlet in Cwt.a0. 584110R 510E "x•• ••A•' •'x" Inlet 16. FIR • 41. 16 34.00.00 20.0' Lt. 5'-2- S'-2'• A• 0 0' 20 40 xu4 C7 eO9ssix00.04444.x.:4400000 ••••••♦♦•♦••♦•♦•••♦•♦••♦• „1 J., LIMITS Or CONSTRUCTION 1n .ice® i _ 1 32 _ 33 - ... 3536.. 9 I ® E. 12th Street 4! Z %LIMITS 0FCONSTRUCTIONS J I. 1,• NEON `�% .t0..yam W _ .d x F alt —LIMITS OF CON5080CTI0N O � V j C 1A. O • I...'''' 5, ................... .�. —+.•�.!.,.,...�.�.�.�.�.�.4..�.�.�� . SIA. 77.78.4 is 0 .... �.......�.�.�.�.�. Sia. 237.78.42 F �. v.% N �DOOi. 7. ..Q4kv T7. 12TH TREEi NORTH 6TH AVENUE 38 38 E. 12th Street 40 • .1 • LIMITS Of CONSTRUCTION ........ ____ .:. BUILD MANHOLE. PLAN 435 -RI A. S1•1104 510E (AA116 f1WCC AIRS OMR 777E 39.91.89 23.4' Lt. A 0 8UIL0 STORM SEWER PIPE 70. 511E 10568171104 21 15-x43' Type 1. 7 Or B. r/Inst 1n Co4O1ngtign Inlet 17 6 Outlet in Curb Inlet 18. 0111 • 3'. P1o11 411 22 24'467' Type 1. 7 ar 8. r/Inlet in C.* 8 1n1e7 18 6 Outlet in Monn010 4. 0111 • 4'. 23 24"x20' Type I. 7 or 8. r/Nuet in MOMOte 4 6 Outlet In Existing C00Crete Box Culvert. FII1 • 7'. P109 428-R3. TAPPING EXISTING STRUCTURE. PLAN 428-R3 S111bN SIDE 40.11.92 Lt. O BUILD COMBINATION INLET. SPECIAL PLAN IC N0. s8AtICN 5101 17 37.25.00 20.0' Rt. W(.NS MICHAEL' SIPAA-5 66171 I 7:7 BUILD CURB INLET. PLAN 443-88 4a 5747,04 510E 18 37.25.00 20.0' Lt. 4' 6.4. 47792 564E N. 7th Avenue ®WWOIK1QGE F-1 BUILD CONCRETE SIDEWALK. PLAN 301 -RIO STATION 10 51A1101 510E 01DTH SD. YDS. 8.22.82 TO 9.65.01 LT 5.00 82 9.82.69 TO 11.17.87 LT 5.00 78 9.99.89 TO 10.29.13 RT 5.00 17 10.41.91 TO 11.08.77 RT 5.00 36 11.57.44 TO 14.00.00 LT 5.00 129 BUILD CONCRETE BIKEWAY ISEE SHEET - TI SIDE DOE STATION 10 STATION SIDE 01010 50. YDS. 11.54.07 TO 14.00.00 RT 10.00 314 11.63.22 TO 11.76.12 LT 8.00 56 STA. 8.22. 28' LT.. BEHOVE AND RESET HYDRANT. CONNECT 6" 90 DEGREE SWIVEL ELL TO EXISTING GATE VALVE ITO REMAIN IN PLACE). CONNECT 6" x 36" SWIVEL x SWIVEL ADAPTER TO 6" 90 DECREE SWIVEL ELL. CONNECT EXISTING HYDRANT TO 6" x 36" SWIVEL x SWIVEL ADAPTER. 00 NOT 0151UR8 BUILD CURB RAMP. PLAN 303-81 STATION SIDE DOE DETECIA&IE 0Ae1IN0 PANEL S0. FT. 8.22.87 L7• LT 10' 11.05.46 8T • 10' 11.16.51 li• 10' 11.37.13 RT• Ip' 11.58.95 5.1• 10' 11.70.16 RT• 16' 11.70.68 L1 • 16' TREE TO BE SAVED 5101199 STATION 510E 8.90 LT 9.44 LT W LINKS OF CONSTRUCTION STA. 11.33.91 12TH STREET a 574. 111.33.91 ELM STREET: _ 1 ///��A BUILD RETAINING WALL (SEE 2-N) 5101199 STATION TO 5111101 510E EOR CUT FOR FILL 11.76.07 - 12.00.00 LT X 19 111.69.41 - 111.83.74 RT x CONTRACTOR TO PROTECT CEMETERY FENCE OURING ALL PNASE5 OF CONSTRUCTION. 9 13 E. 12th Street 60110 CONCRETE DRIVEWAY. PLAN 301-R10 5101199 510E 50. 105. 9.72.88 LT 50 10.35.49 RT 19 DROP CURB FOR DRIVEWAY. PLAN 301-R10 _ _ STATION TO STATION 5100 11 8T 9.56.27 TO 9.89.11 10.24.70 TO 10.47.45 ADJUST VALVE BOX TO GRADE tuna SIDE EACH 11.47.93 12.14 RT 11.53.47 20.11 RT 11.60.43 27.80 LT 3 LIMITS OF CONSTRUCTION 0 10 20 000.5516<n 1-110 SCAC SANITARY SEVER LINE ABAN00NED IN PLACE REFER TO SPECIAL 9C SANITARY SEWER. �IINIiS OF CONSTRUCTION 12 1 C.H. •2797 STA. 14+00 0. A1. SANITARY SEWER LIRE A8AN00NE0 IN PLACE REFER TO SPECIAL 9C SANITARY SEWER. Q E z . \ - LIMITS OF CONSTRUCTION BUILD 8" 00WELE0 CONCRETE PAVEMENT. PLAN 329-R9 STATION 70 STATION 510E 50. 505. 10.00.00 TO 14.00.00 LT. 0 RT. 2176 MATCH LINE CORISTRR14 CTOON IWMMC HABLI sill OSl6111 Tell C.N. •7292 Ma BUILD CONCRETE SIDEWALK. PLAN 301-RIO BUILD PEDESTRIAN HANDRAIL. SPECIAL PLAN 4C N STATION 70 STATION S10( 110111 so. MS. Suva 10 STATION LIN. 7I. 14.00.00 TO 19.50.00 LT 5.00 326 17.12.89 TO 18.10.00 135 80110 CONCRETE BIKEWAY 16.03.73 TO 16.65.00 94 (SEE SHEET 2-11 STATION to STATION 11070 so. TOS.130110 6" CONCRETE PAVEMENT. CLASS 478-3500 14.00.00 To 19.50.00 RT 10.00 612 STATION TO STATION SIO[ S0. 705. 80110 8" DOWELED CONCRETE PAVEMENT. PLAN 329-R9 17.0 7.00 TO 17.s6.00 RT 4 17.79.00 TO 17.95.00 RT 4 O® STA71ON 10 STATION SID( 14.00.00 70 19.50.00 LT 8 RT 91 TOS. 2445 Xy( BUILD RETAINING WALL (SEE 2-NI STATION TO STATION S10( FOR OTT 10P Flu 14.25.00 - 15.00.00 11 0 ' 15.60.00 - 15.90.00 1T K 8 + r H CONTRACTOR TO PROTECT CEMETERY FENCE DURING - - - r ALL PHASES OF CONSTRUCTION. - - LIMITS OF CONSTRUCTION • SANITARY SEWER LINE - . _._ - .. __.. •' 1 ABANO0N60 IN PLACE •I '..REFER TO SPECIAL 9C WER X. 1�IG.. SANITARY SEWER. ..... - "^`Fig r ,,.•ci �8••• �it{3i��i z�4� f ` • ;i 11• t11 W44i•',�� V IA`�j !A 41C4-...ifAAAA 0 H + Cr, ION 15 16 Ii . PVIIII.- IT 713 19 E. 12th Street /N �� ... :-......:AAA'.. w 71, us I Z_ J 1- - 10" WATER MAIN J T V , SEE SPECIAL PLAN 3C. WATER MAIN RELOCATION. '•., 0E°• 2 LIMITS OF CONSTRUCTION fl SANITARY SEWER LINE ABANDONED IN PLACE REFER TO SPECIAL 9C SANITARY SEWER. PROPOSED SANITARY SE1ER MAIN REFER TO SPECIAL 9C SANITARY SEWER. 1 i kvs'° .i OLSON 59 i'Af J • 4.0 f N 1400' - F-1 8U110 CONCRETE SIDEWALK. PLAN 301-R10 STATION TO STATION 5106 1101N 50. WS. 19.50.00 10 25.00.00 LT 5.00 307 WILD CONCRETE (SEE SHEET 2.11 81KEWAr STATION TO STATION 5106 11014 S0. TOS. 09.50.00 TO 19.95.75 RT 10.00 49 20.21.89 TO 22.63.92 RT 10.00 265 23.00.43 10 25.00.00 81 10.00 242 NOTES SEE SPECIAL PLAN 26 FOR 5E01MENT BASIN ANO SIOTEN111 N CELL. 0 11f�i TviT ;fi [ SlmeNAV lM•55161T1 1 2,20 C.N. 42292 0 0' M 2o- 40 SCYE STA. 25+00 20 22 23 111 MATCH 1.1 STA. 19.81. 26' RT.. INSTALL 10 GATE .0AI01-AND 800 ON EXISTING 10" WATER MAIN WITH 10" SO4.10 SLEEVE. STA. 19.75. 26' AT.. REMOVE AND RESET HYDRANT. REMOVE AND RESET 6" GATE VALVE. ROTATE 10" x 6" TEE. CONNECT 6" 90 DEGREE SWIVEL ELL TO EXISTING TEE. CONSTRUCT 6". 90 DEGREE SWIVEL ELL. EXISTING GATE VALVE. 6" x 36" SWIVEL xSWIVEL ADAPTER ANO EXISTING HYDRANT. PER SPECIAL PLAN 7C. 80110 CONCRETE DRIVEWAY. PLAN 301 -RIO STATION 5106 S0. TOS. 20.08.61 RT 120 22.82.05 RT 158 DROP CURB FOR DRIVEWAY. PLAN 301 -RIO STATION 10 ST4T000 SIDE 19.71.25 TO 20.46.39 RT 22.39.42 TO 23.25.41 AT ADJUST VALVE BOX TO GRADE 50.1105 SIDE EACH 21.03.87 41.19 RT 21.06.35 41.22 RT i=f STA. 22.41. 28' AT.. REMOVE AND RESET HYDRANT. REMOVE AND RESET 6" GAZE VALVE. ROTATE 10" x 6" TEE. CONNECT 6" 90 DEGREE SWIVEL ELL TO EXISTING TEE. CONSTRUCT 6" 90 DEGREE SWIVEL ELL. EXISTING GATE VALVE. 6" x 36" SWIVEL x SWIVEL ADAPTER AND EXISTING HYDRANT. PER SPECIAL PLAN 70. 80110 8" DOWELED CONCRETE PAVEMENT. PLAN 329-89 STATION 10 STATION 610E 19.50.00 TO 25.00.00 LT ART 2445 0 RECONSTRUCT EXISTING MANHOLE. PLAN 435-R1 1o. STATION 5106 FRY( ELANDS RING C011R 119E 23.63.54 LT 8 BUILD 6" CONCRETE PAVEMENT. CLASS 478-3500 STA11ON 10 STATION SIDE 50..05. 20.72.00 TO 20.92.00 RT 21.09.00 TO 21.22.00 8T 3 21.52.00 TO 21.64.00 RT 3 20.89.00 TO 22.00.00 RT 3 24 MATCH LINE c0NS4RU©40®N C t N BUILD CONCRETE SIDEWALK. PLAN 301 -RIO STATION TO STATION 510E NON 50. 105. 25.00.00 TO 31.00.00 LT 5.00 335 BUILD CONCRETE )SEE SKEET 2-1) BIKEWAY STATION TO STATION 510E 51011 50. 105. 25.00.00 TO 27.37.87 RT 10.00 274 27.63.88 TO 30.32.10 81 10.00 293 30.59.40 TO 31.00.00 RT 10.00 43 2C LIMITS OF CONSTRUCTION 28 E. 12th Street IanMICHtAMI PA 11 w I w11 w WGvJ MICHAEL 51PA••S51cm 2-121 C.N. 42292 • STA. 31+00 MATCH LINE STA. 27.11. 40' RT.. REMOVE AND RESET HYDRANT. REMOVE AND RESET 6" GATE VALVE. ROTATE 10" x 6" TEE. CONNECT 6" x 36" 58IVEL x SWIVEL ADAPTER TO EXISTING TEE. CONNECT 6" x 90 DEGREE SWIVEL ELL TO 6" x 36" SWIVEL x 55IVEL ADAPTER. CONSTRUCT 6" 90 DEGREE SWIVEL ELL. EXISTING GATE v*LVE. 6" x 36" SWIVEL x 58IVEL AOPATER (2 TOTAL) AND EXISTING HYDRANT. PER SPECIAL PLAN 70. 8U1L0 CONCRETE DRIVEWAY. PLAN 301 -RIO STA1101 510E 50. 105. 27.50.74 RT 116 30.45.72 RT 103 OROP CURB FOR ORIVEWAY. PLAN 301-R10 STATION 10 STATIPI SIDE 27.13.37 TO 27.88.38 RT 30.08.27 TO 30.83.22 R1 ADJUST VALVE 807 TO GRADE ST4t10N SIDE EACH 25.28.52 41.05 RT 25.40.14 40.64 RT LIMITS OF CONSTRUCTION BUILD 8" DOWELE0 CONCRETE PAVEMENT. PLAN 329-R9 STATION TO STATION SIDE 50. 10S. 25.00.00 TO 31.00.00 17 A87 2667 MATCH LINE ©®1ISTR6DCTO®ffd INXiNUCHABLI s u-55.6171 7.7 C.N. 47292 n1 BUILD CONCRETE SIDEWALK. PLAN 301-810 Al STATl08 TO 5761)08 SIDE 080TH 50. YDS. 31.00.00 TO 32.74.01 LT 5.00 64 32.29.35 TO 35.49.54 LT 5.00 180 35.64.81 TO 37.00.00 LT 5.00 76 BUILDsui108 CONCRETE BIKEWAY )SEE SHEET 2-7) L suns ro SIDE 08057 50. 105. 31.00.00 TO 37.00.00 RT 10.00 659 0 w® SCALE EDGE OF TEMPORARY GRAVEL SURFACING TO BE PLACED AS 018E0E0 BY THE ENGINEER. t . E'7 ♦ .14v ♦♦♦♦♦♦♦�♦♦♦♦♦♦♦♦• .., ♦•♦♦.♦♦♦♦♦o ♦♦♦ ♦ Apt ♦♦♦♦♦♦♦♦♦•♦•♦♦• ♦♦♦♦♦♦♦♦♦♦ .r? ♦♦ ♦♦♦♦ ♦►♦�♦�♦♦�♦♦ Q LIMITS OF CONSTRUCTION H 12 33 35 36 31 E. 12th Street • la Y Z LIMITS OF C06STRUCTIO1I J Z V Q i V Z J 1 0 Q 2 8UIL0 CONCRETE DRIVEWAY. PLAN 301-RIO BUILD 8•• DOWELED CONCRETE PAVEMENT. PLAN 329-89 STATION SIDE S0. T05. STATION TO STATION 510E 50. TDS. 32.21.44 LT 50 31.00.00 10 37.00.00 LT d RT 766T - 35.57.17 LT 61 OP CURB FOR DRIVEWAY. PLAN 301-RIO ^� STATION 7.1)08 STATION TO 57.1)0857.1)0835.31.21 r 5)08 31.95.68 TO 32.47.68 11 t. p50N 35•]1.21 TO 35.87.14 11li}70 CONSTRUCTION EDGE OF TEMPORARY GRAVEL SURFACING TO BE PLACED A5/ 0 DIRECTED BY THE ENGINEER. LIMITS OF CONSTRUCTION ♦k♦� � X44. � � � ♦ ♦•♦� ♦♦♦♦♦♦♦♦♦ Oi♦i♦i • 38 EV C M- O CONSTRUCT ION c •O ----_.__._---- - — — - . .. - 39 E. 12th Street 40 111 8 F-1 BUILD CONCRETE SIDEWALK. PLAN 301 -RIO 51*1101 S1.110N 10 510105 510E 010111 50. 703. 37.00 70 38.12.64 11 5.00 TT 37.98.56 70 38.07.18 111 5.00 4 BUILD CONCRETE BIKEWAY 15EE SHEET 2-73 5701101 10 51.7105 510E •1011 50. 705. 37.00.00 10 37.58.43 RT 10.00 63 BUILD CURB RAMP. PLAN 303 -RI 51*1101 5101 Tm OE1EC1•eLE 0405114 o•KL 30. 11. 37.55.41 RT• 20 37.99.94 RT• 10 36.09.14 LT• 10 BUILD 8" 00WELED CONCRETE PAVEMENT. PLAN 329-R9 51.7101 10 STATION 37.00.00 TO 37.30.23 5(00 I s0. 705. LT 683 135 IWLLO MICHAEL' 51701 5]16111 2-L23 O.N. 42292 0 ib 7b Hl'E comevnucmgH REMOVE ASPHALT SURFACE STATION TO STATION SIDE 50..05. 11.75.51 TO 14.00.00 LT 6 RT 108 REMOVE PAVEMENT STATION TO STAMEN. SIDE 50. 705. 10.00.00 TO 11.75.51 LT 6 87 998 REMOVE DRIVEWAY STATION TO STATION 510E 50. 705. 9.50.66 TO 10.00.17 LT 50 10.27.71 TO 10.46.26 RT 23 REMOVE WALK 5TA71ON 10 STATION 510E S0. 105. 8.22.87 TO 8.26.71 LT 3 10.00.00 TO 10.29.41 RT 13 10.42.02 TO 10.92.73 RT 20 11.48.62 TO 11.75.62 RT 72 1.64.00 TO 11.75.24 LT 54 TREE TO BE SAVED sTATION STATION 510E 8.90 LT 9.44 17 DO NOT DISTURB REMOVE EXISTING STRUCTURE sTATION 510E 0(500177700 (ACA II.62 - II•BO RT M �L LETvE TERING 01 CBE 58(108 E0 TO ENGINEER. 1 E. 12th Street FLAG POLE AND FOUNDATION 10 80 REM0VE0 BY CITY FORCES. 110115 OF CONSTRUCTION STA. 11.3 .91 1 10 STA T a ! STA. 11.33.91 ELM STREET r 4„xx. :7/7 tr- /17 11011$ OF CONSTRUCTION RE0000 POWER POLE 97 OTHERS (TYPICAL) SANITARY SE0ER LINE 084000800 IN PLACE REFER TO SPECIAL 9C SANITARY SEWER. CONTRACTOR TO PROTECT CEMETERY FENCE DURING ALL PHASES OF CONSTRUCTION. ryry��pp,/3� K1R1O.iAM WI WC.. MICHAEL 5TPA1-fL6.M I 1-7.24 0.74..2252 0 a. 20• a6 SCALE SANITARY SEWER LINE ABANDONED IN PLACE REFER TO SPECIAL 90 SANITARY SEWER. LILIITS OF CONSTRUCTION N. Elm Avenue 8(007E P0000 POLE 87 OTHERS (TYPICAL)_/ LOUTS OF CONSTRUCTION CONTRACTOR TO REMOVE SIGN. 0ET*L LETTERING TO 80 R0TURNEE TO COLLEGE. NOTE: (*157100 'Rorie SICK TO BE 0000510 ANO 100(46(0 81 07NLRS. X- Lau 7OL0 R010rx STA. MATCH LIN REVOLO V QILS REMOVE ASPHALT SURFACE STATION TO STATION 5101 50. YDS. 14.00.00 TO 19.50.00 LT ART 1613 REMOVE EXISTING SEWER PIPE STATION TO STATION SIDE DESCRIPTION LINTY 16.99.01 10 17.60.33 RT 24" NOPE PIPE 81 REMOVE EXISTING STRUCTURE STA110N 510E DESCRIPTION EACH 16.80 LT 5 RT COMBINATION 67^ X 37" CMP AND 8'.3' CONCRETE BOX CULVERT 0/HEADWALLS. WINGWAL1S. 1 STA. 14+00 CONTRACTOR TO PROTECT CEMETERY FENCE DURING ALL PHASES OF CONSTRUCTION. REMOVE 0 SALVAGE GUARDRAIL STATION TO STATION 510E LIR. TT. 15.82.66 TO 16.56.84 RT 75 16.04.40 TO 16.66.71 Li 63 17.06.65 10 18.31.46 LT 126 17.07.09 TO 17.69.04 RT 63 REMOVE CONCRETE FLUME S7A7ION 70 STATION 510E EACH 17.53.82 RT 1 17.81.49 RT 1 REMOVE 0 SALVAGE CONCRETE PROTECTION BARRIER S7A7ION 70 STATION SIDE LIM. (f. 16.56 TO 17.07 RT 50 16.66 TO 17.07 Li 40 X X EXISTING RIP -RAP REMOVAL 5U8SUOIARY TO CLEARING AND GRUBBING. X I12 C .3MICHAELI stPu-551601 I 7-125 0 0' 20' 40' SCALE LIMITS OF CONSTRUCTION SANITARY SEWER LINE ABAN00NE0 IN PLACE REFER TO SPECIAL 9C j SANITARY SEWER. X X X X 6 STA. 19+50 MATCH LINE E. 12th Street LIMITS OF CONSTRUCTION REMOVE EXISTING CONCRETE FLUME REMOVE POWER POLE BY OTHERS (TYPICAL) `SANITARY SEWER LINE ABANDONE0 IN PLACE REFER TO SPECIAL 9C SANITARY SEVER. NOTE: EXISTING 'RAMC SIGHS TO BE REIlOWEO 410 REPLACED BY OTHERS. XLARGE TREE RENEWAL MATCH LINE IREG.V®V WISe 4:41.11, 14'16 44,.. ss - REMOVE CONCRETE PLUME sTATION 5706 C.. 21.14.86 R7 7 21.58.40 RT 1 27.94.75 RT 1 37. _ REMOVE ASPHALT SURFACE S7477O0 To STATION WOE SO. TOL 19.20.00 TO 25.00.00 LT ART 7397 REMOVE DRIVEWAY STATION TO SrAMON 50. 705. 79.03.53 TO 20.34.91 RT 737 22.52.09 TO 23.14.27 RT 366 REMOVE WALK 57A1I07 10 57A1101 9100 SO. *S. 23.00.49 TO 25.00.03 RT 174 IS. SS PM MICHAEL' s;F:nsIn 2 0 0 n 40' 1===!I LIMITS OF CONSTRUCTION 50. SS -- SCALE C.N. 32272 8 ss --- Z 3 0 4 2 X \XXX X X X to- • to • NN 8-5_.• • REmOvE CURB FOR PROPOSED CURB INLET LIMITS OF CONSTRUCTION 8. 71 715 REMOVE ExISTING CONCRETE FLUME REmOvE POWER POLL By OTHERS ITYPICALI NOTE: LIMITS OF CONSTRUCTION (FISTING TRAFFIC SIGNS 10 8( 0E05710 AND RERACCO RV OTHERS. I FCFN0 • LARGE TREE RENOvu MATCH HE OVALS >.- Ss' 511 55-76' S• •` EC.S�.:� - la• A' 5: REMOVE CONCRETE FLUME STATION 510E EAC* 30.80.37 RT LIMITS OF CONSTRUCTION PM E 157044.5576171 0.44. 12252 REMOVE ASPHALT SURFACE STATION TO STATION 510E S0. YDS. 25.00.00 TO 31.00.00 L7 8 RT 1510 REMOVE DRIVEWAY suns 20 STATION 510E 50. 705. 27.28.22 TO 27.84.89 RT 125 30.16.77 70 30.76.14 RT 105 REMOVE WALK STATION TO STATION 510E 50. YDS. 25.00.00 TO 27.38.38 RT 208 w• 5T Y — SS –..–..– .–_- 0 6' 20. 40' 4444E (-1.27 STA. 31+00 A — — 342 •--1R- MATCH LINE Cw — 1 27 zN 2§ E. 12th 29 r c 6. 0 e• c •—e• c Tr c et a' — 0' .__ _-sa• __.Ja•.w _.� —Tr 6 8 a Cc a•c ON. Cy4P LIMITS OF CONSTRUCTION—' NOTE: EXISTING TRAFFIC SIGH TO BE OENDREO uD REPLACED BY OTHERS. 10 w 1 14 REMOVE POWER POLE 05 070ERS :TYPICAL) om • 77067088 X- LARGE TREE RENO., REMOVALS X 8 MATCH LINE xx- LIMITS OF CONSTRUCTION Xx X- REMOVE ASPHALT SURFACE STATION 10 STATION 510E SD. YDS. 31.00.00 TO 37.00.00 LT A RT 1808 REMOVE DRIVEWAY STATION TO STATION SIOE 50. YDS. 32.06.92 TO 32.39.53 LT 55 35.51.21 TO 35.64.62 LT 47 REMOVE 8 RESET CHAIN LINK FENCE STATION TO STATION 510E 21. 34.00.00 To 37.00.00 RT. 300 36' 2 dN_ 32 �33N\Nx .. .._.....---__...---.... �� XXN. k \\14., IL ..13 M1CHHA6 I sivAA-SSIaTiI T,L Te C.N. 42292 0 10 20' 40 SEM MOUNT SINAI GATE TO BE RELOCATED BY OTHERS 1TYPICALI —36' nrti -ONYX 10'w 0'w IV w I(! R ITfv TO'R T0'T, - VR to. __ 1' o rf- Oa • —11- - broa V' Oro x c TI^ _ Pro ICY Os C Ow 3. cam_ ,___-_-.--...40N� ' -FAY— 4--o• r . 1 IC N LIMITS TRUCTIOTEJ NOTE: 1015TI10 TRAFFIC SIENA TO 8E REIOTt0 AM RE0.ACE0 8Y OT*ERE. ii REMOVE POTTER POLE BY OTHERS (TYPICAL) X- LARGE TREE 11E410104. M .1 MATCH LINE RE`WOV A11 O 2 FTE! z LIMITS OF CONSTRUCTION l u ` V � c ,iO '1 `o n O co 001/ER POLE 80 OTHERS s STA. 37.78.42 1274 STREET 1.5TA. 237478.92 t NORTH 61H AVENUE • —BSG-- �� 38 •`r -.F= ---LIMITS. OF CONSTRUCTION 0 39 E. 12th Street 9 40 ® REMOVE ASPHALT SURFACE STATION TO STATION 510E s0. ,O7. 37400.00 TO 77410.27 LT & RT 170 NOTE: EXISTING TRAFFIC SIGNS 70 BC REROVEO AAO REPLACED BY OI14RS. X LE LEID - 1.1010E TREE RENOw1 C.N. 47292 1 WLSIA O V QL 8 —*— BUILD FABRIC SILT FENCE -LOW POROSITY. PLAN 502 ST•TION TO STATION 510E DESCRIPTION UN. F7. 10.84.00 Lt. - 45 111.88.00 Lt.- - 75 111.88.00 Rt.- - 55 11.81.00 To 14.00.00 Rt.- 219 BUILD CURB INLET SEDIMENT FILTER suns 510C OESCRIPTI01 EACH 10.84.00 Lt. - 1 111.88.00 LT. - 1 111.88.00 97. - 1 N01E: ALL CURB I74.E1 0(079(NI FILTER151 SHALL BE REMOVED BEFORE THE ROAD IS OPEN TO TRAFFIC. SODDING SEEDING. TYPE -C- 506 S0. YDS. 0.2 ACRES NOTE: 14TORp1ULCH SHALL 8E V5E0 A5 14IA.C11 IN AREAS ■ITHOIIT EROSION CONTROL. uo - - EIMIT5 OF CONSTRUCTION STA. 11.3 .91 1 TH STREET t STA. 111.31.91 E1M STREET »77 CONTRACTOR.TO PROTECT CEMETERY FENCE DURING ALL PHASES OF CONSTRUCTION. IMJ MICR H I sl u�ssulrl C.H. *2292 N 0 0 20• 40 scut SANITARY SEVER LINE ABAND0NE0 IN PLACE REFER TO SPECIAL 9C SANITARY SEWpr. LI TS OF CONSTRUCTION 8 `0 E. 12th Street BUILD EROSION CONTROL -CLASS 18. PLAN 501-R5 57.1101 r0 S7ATIO. 510E OESCRIPna *10111 S0. TOS. 11.82.16 TO. 14.00.00 Rt. Varies 191 LIMITS OF CONSTRUCTION SANITARY SE8ER LINE ABANDONED IN PLACE REFER TO SPECIAL 9C SANITARY SERER. i' ;•4.�i' :.: a Sm s: Citi it Jt Qw••A.......:..'. .Oi!•!Qc.'.!o!�!.!. •.. �:� �� :::%.•..�. e � i��:�:�i�i�i:Ks°i: 0:..!°!ya•.•:....•:eu.u.•.!— "-0-0 —% 14-0—x—X—X—X—x—>t—)1— ——%,—x—x—X—X—X--0—)C-0— LIMITS OF CONSTRUCTION m Q E W z MATCH LINE EROSIICGD CONTROL -2— BUILD FABRIC SILT FENCE -LOW POROSITY. PLAN 502 SWIM ID 5157106 5100 015CR1•7104 UN. 07. 14.00.00 TO 14.80.36 Rt. - 81 15.30.00 Lt. - 60 16.60.00 Rt.- 760 55 18.07.00 Lt. - 78 18.07.00 Rt. - 45 ,vi IN BUILD EROSION CONTROL -CLASS 18. PLAN 501-85 57.796 10 5727104 5101 0157.4147104 5101* 50. 965. 14.00.00 To 17.72.12 Lt. - Vo:re5 352 14.00.00 To 17.76.31 Rt. . Vortes 760 18.10.00 To 19.50.00 Lt. . Varies 451 a r Q (/) CONTRACTOR TO PROTECT CEMETERY FENCE WRING ALL PHASES OF CONSTRUCTION. 01.41:31.11 BUILD EROSION CHECKS -TYPE WATTLE. SPECIAL PLAN IOC 51.1104 70 sults 5101 5.42440 LIN. FT. WCH 70746 LIN. 77. 15.20.00 To 16.18.00 Rt. - 100 100 15.58.00 10 17.19.50 Rt.- Rt.- 168 168 16.12.00 To 17423.50 Lt. 50' 22 66 16.66.00 To 16.88.00 87. - 35 35 18.12.00 To 18.94.00 Lt.- 96 96 18.24.00 To 19.50.00 Lt.- 114 114 ::a..12 BUILD EROSION CONTROL -CLASS 2C. PLAN 501-05 5747104 5747104 70 sults 5100 0157A121104 1007* 50. 105. 15.75.00 To 17.88.00 Lt. - Vor las 296 16.64.15 To 17.20.00 Rt.- Lt. 12' 48 IWGv1 MICHAEL' srou-5519671 0.5. *2292 0 0• 20• SCALE LIMITS OF CONSTRUCTION; SANITARY SEWER LINE .o ABANOONE0 IN PLACE.' REFER TO SPECIAL 9C SANITARY SEWER. s.E t•• woe°ill .•••;.4 i °s°s°aee°� i°i°iii0Vi: Vi) • eC� �.' f ° 4 v �` %4e4e !_ !�_ v �'� a i'i°i:''. ii0.ee°e°e°i0ipM:0e1 '• .�..♦ > m O ♦• ••♦i�dee��C A✓��.. R�.•i'i _.._..- �:i.�:�vp•:ii�e: ��ii. Vi.��ne?.��igie ��i�iii .4�• • ~i ��i.i� e� irk ♦oma... - AMMOWAMIT rel mi al _IM__- ♦••• e 171 f* i 19 MEM —%—X—%—%—X—X—X•%� •.e �ii� z J v i SEEDING. TYPE -C- 0.6 ACRES NOTE: HYOROIULCH SHALL BE USED A5 MULCH IN AREAS WITHOUT EROSION CONTROL. •!4ei0e°°i•>iOC•••i•-,v,T-�1•Ki4iM•;19;:illii %�• � .''.�Td°ieoumeYrV�.ka' ••••••••.•.5.4e i7V i910• • LIMITS OF CONSTRUCTION BUILD CURB INLET SEDIMENT FILTER 5747104 510E 01501.004 E80.. 15.30.00 Lt. - 1 16.60.00 Rt. - 1 18407.00 Lt. - 1 18407.00 Rt. - 1 NOTE1 ALL CURB INLET 5E0114ENT FI1TER757 SHALL BE REMOVED BEFORE THE 0000 15 OPEN TO TRAFFIC. PROPOSED SANITARY SEWER MAIN REFER TO SPECIAL 9C SANITARY SEWER. �. SANITARY 5EWE8 1INE ABAN00NE0 IN PLACE REFER TO SPECIAL 9C SANITARY SEWER. MATCH LINE EO ©3O©OYI CONTROL I12G3.5 MI�CHAB I S7PSSfIT1 x-Ltx C... *2097 0 0 N 2 A0 SCALE LIMITS OF CONSTRUCTION 7 ••0 %i •%.•i•eeii .7••. i••00V••0c •* i%..%ltt�i%:e•%%°�•aok• ii�•ii0ii� ❖•••e�••Ge••OV X%• n• ❖•••!•:•0.4•:i% 04:•••••. iY•: •° la 1Z x F" Q 2 LIMITS OF CONSTRUCTION BUILD EROSION CONTROL -CLASS 113. PLAN 501-R5 STATION To STATION SI00 DESCRIPTION .10111 S0. t05. 19.50.00 To 25.00.00 17. Tortes 1.972 —>'— BUILD FABRIC SILT FENCE -LOW POROSITY. PLAN SO2 STATION To STATION 5100 OESCRIPIIOI UN. FT. 19.60.00 Rt. . 45 20.80.00 Lt.- - 54 20.80.00 Rt.- - 45 23.32.00 lt.- - 54 23.32.00 Rt.- - 45 27.55.24 To. 25.00.00 Lt.- 115 SEEDING. TYPE "0 0.8 ACRES NOTE: HYDRONULCH SHALL 80 USED AS NI}CN IN AREAS WITHOUT EROSION CONTROL, 8UIL0 CURB INLET SEOIUENT FILTER STAT1011 510E OESCRIPIIOT EAC11 19.60.00 Lt. - I 20.80.000t. - I 20.80.00 Rt. - I 23.32.00 Lt. - I 23.32.00 Rt. - I NOTE: ALL CURB INLET SEDINENT FILTERISI SHALL BE RENOTEO BEFORE THE ROAD IS OPEN TO TRAFFIC. LIMITS OF CONSTRUCTION MATCH LI 0110800N CONTROL —A— BUILD FABRIC SILT FENCE -LOM POROSITY. PLAN 502 STATION To STATION SIDE DESCRIPTION LIN. 7T. 25.00.00 To 27.26.00 Lt. - 230 29.29.75 To. 31.00.00 Lt.- 30.93.07 172 - 30.93.00 Lt.- 54 30.93.07 Rt. - 45 NOTE: ALL CURB INLET SEOINENT FILTER'S/ SHALL BE REMOVED BEFORE THE ROAD 15 OPEN TO TRAFFIC. y_h_n& 8U1LD EROSION CONTROL -CLASS 18. PLAN BUILD CURB INLET SEDIMENT FILTER _ STATION 510C OCSCRIPIION MN 30.93.00 Lt. - 1 30.93.07 Rt. - 1 NOTE: ALL CURB INLET SEOINENT FILTER'S/ SHALL BE REMOVED BEFORE THE ROAD 15 OPEN TO TRAFFIC. y_h_n& 8U1LD EROSION CONTROL -CLASS 18. PLAN 501-R5 _ STATION To STATION 510 DESCRIPTION 11004 50. YDS. 25.00.00 To 27.25.00 Lt. - 00105 371 29.30.00 7o 31.00.00 Lt.- Vrles 99 SEEDING. TYPE '•C•• 0.6 ACRES NOTE. NYOROMULCH SHALL 8E USED A5 MULCH IN AREAS ■ITHOUT EROSION CONTROL. i`1} Moi \EMI SIPu.5516rT1 t-lv C.77 42292 o Cr 70. 5C. -- 8 N : dr Nz—x—xx—x—x_k_ d a -7770...._ . k, :Y::4:::70::: ♦:4_77:0:.-. _ , U) GO.ii°:`OO.es �iaiiLii`� �ii!i0A ii0isioairo—.. k�x� 1'1 ii::iiei• eie� ieiii•- • bi.x k� _ LIMITS 04 CONSTRUCT ION .. — - _. _ X�^:-C'��:� ��1Q:��♦::_� ��G:�ii 8 + r EP) Q y :ie:::+::`:i:�:�: ei7i:i:i* _ ..°:�1G�'*:,�: ei�ei:v iii �� k:!••i`:�i�:;$0:4 •Gi�:G:�� Y:':moi ii V ! _k1k �O�:iii:S:G:ism:...Y:Y:Gie::::::.:o.e.e.e.O.e.e.e.e.e.G�.l:::. o:::��i.. G..e ii'�e�:��:. �k� % ---t!, : vJ.K.:. tet••r��:. x x 902 • �� .: ,•1,1 ,4,.. --- _�_ te ,'MyII??. +.�:Ji gam. ri• .. _.. .:.• - 1.,N, "vir.,trt- n7 r,,,.-. .• ,: 28 E. 12th Street 29 ,..,. _ !-,ti G 1:0' N� �•Y -a 11111 - y" ., 1 'I v Z 1 V, J - LIMITS OF CONSTRUCTION EROSOOPI C OOT OL I1CMIK ICHACLLI 515AA-5516111 1 2-L34 0.R. 4229t —3— BUILD FABRIC SILT FENCE -LOM POROSITY. PLAN 502 i.5i1O BUILD EROSION CONTROL -CLASS 18. PLAN 501-R5 5101181 10 51011011 510E 0E5011011134 5111. 5t. 51A11001 10 5141100 510E OE5C00.1100 .58111 50. 1'05. M 31.00.00 To 31.51.00 1t. - 53 31.00.00 To 31.51.00 Lt. - Vor les 22 32.84.00 To 34.99.00 Lt. - 218 32.80.00 To 34.99.00 Lt. - varies 94 — 34.00.00 Lt. - 54 35.81.00 To 37.00.00 Lt. - V05.85 92 34.00.00 Rt. - 45 35.81.00 To 3T•00.00 Lt. - 121 SEEDING. TYPE "C•' 0.5 ACRES BUILD CURB INLET SEDIMENT FILTER 001E: NYORONULCH SHALL BE USED AS MULCH IN 5141100 5100 OEXRIP1I81 EACH ARE45 0170007 EROSION CONTROL. 0 a 20 10- 34.00.00 Lt. - 1 I 34.00.00 Rt. - 1 52 57 NOTE: OPEN ALL CURB INET SEDINEN7 FILTER151 SNAIL BE RENOVE0 BEFORE THE ROAD IS TO TRAFFIC. 8 + r 1 QLIMITS OF CONSTRUCTION .' 1- GI) .,. ... - .. ,. - ''i9♦0vs Ji.'ioy`.:.:E�.M:.rv.7.'e:w'Qi♦ `...••••'.4.••••+p°_ Y8 +- I~9 Q ... J ...... p J 'tom • ::ff % % i(+�. ♦41 ..41.. . • rzar n 33 R 35 �� 36 \ I r E. 12th Street / L_x—x ------.___.7. _ 0 v. .. - �o - wo - --. _— —�-- — ----- 1,. Z LIMITS Or. CONSTRUCTION J Z Q i Gni© 0. 4. 30a hAN oON CONTROL IL Z J Z i LIMITS OF CONSTRUCTION : C LLLO O n . M H `. STA. 37.78.42 C 12TH STREET = OTA. 237.78.42 t NORTH 6TH AVENUE 38 39 E. 12th Street 40 _.DOD LIMITS OF CONSTRUCTION O Q .0 SEEOING. TYPE "C" 0.2 ACRES BUILD EROSION CONTROL -CLASS 18. PLAN 501-85 STATION 70 STATION SIDE DESCRIPTIO* 010TH SON 705. 37.00.00 To 37.78.50 Lt. 7070s 67 8UIL0 FABRIC SILT FENCE -HIGH POROSITY. PLAN 502 STATION 10 STATION SIDE DESCRIPTION LIN. 81. 37.45.00 Rt. 45 —L— BUILD FABRIC SILT FENCE -LOW POROSITY. PLAN 502 STATION 70 STATION 510E DESCRIPTION LIN. it 37.00.00 To 37.78.00 Lt. - 79 37.25.00 Lt.- - 54 37.25.00 Rt. - 45 NOTE: NYOROMULCH SHALL BE USED A5 MULCH IN NOTE: ALL CURB INLET SEDIMENT FILTER(S) SHALL BE REMOVED BEFORE THE ROAD 15 AREAS N17MOUT EROSION CONTROL. OPEN TO TRAFFIC. W(.'.3 MICHAEL Svu-5510m 7�Lss 0 W 20' AO, SEALE EG3©ZO©N CONTROL ©d BUILD CURB INLET SEDIMENT FILTER suumON 1 SIDE DESCRIPTION EAC. 37.25.00 Lt. - 1 37.25.00 Rt. - I NOTE: NYOROMULCH SHALL BE USED A5 MULCH IN NOTE: ALL CURB INLET SEDIMENT FILTER(S) SHALL BE REMOVED BEFORE THE ROAD 15 AREAS N17MOUT EROSION CONTROL. OPEN TO TRAFFIC. W(.'.3 MICHAEL Svu-5510m 7�Lss 0 W 20' AO, SEALE EG3©ZO©N CONTROL ©d 2 N. ELM AVENUE 8 13 14 LOOTS OF CONSIOUCTION 15 IC2MMICHAILLI IURIORAM PRONFT. S1P4.1.5516171 o s•• s 0 • SCALE .3. 4 292 Lion OF CONSTRUCTION nm 0RON0E0 SANITARY SEER MAW REFER TO SPECIAL 9C SANITARY SEFIER. 12TH STREET 1930 1920 1910 1900 1890 1880 .730n0n 10. 8 72ft1-0 uction ... 400. ! 70+00 09 aeon Proiect 000;n 8-00wele0-concre e--POverrent— ST A 10 50.00 EL = 1.512.10 L. 10V < = 175 `4. • % -1.32C0 % MMUM111=1 • _•INM••••••••••••••• 1111••••••••••usa • • ••• l 900G 555 • rr .:e•ogy EIME • MIN ::;: T:E! • • INIMMBRSIIIIIMM. _ STA 03..25.00 01 1.915.04 r 255. I • • „ " 0 6 `08:0 0 0 1930 1920 1910 1900 1890 1880 15 17 18 20 21 22 23 (W(.:.1M1CCHHABLI 5i1551 -"5761t1 I . 0 25' 50' .»..3393 N 00' L• LOOTS OF CONSTRUCTION _ -r ._.._ _ •�,�,.v�y?_e,e_ 2a � 9111.. 22, 28_.. _.. _.._ ._.29 . .._.._ ,..r-------�• 32 . .�'® }q` 5 LIYII$ OF CONSIROCTIpV •r 92711 - Z W Q 1 .0 io. o�. s 2. SvaEc4 � s,. J 0 •roec* 1930 1930 - :: :: - ■■�■■ ■ ... ■ _■- 1920 MI ■ _. STA 311. o0 ns 0. ■ .: 1920 ■■ ■ �■ ■■■ i - =Ito �• 1910 1900 ■ ■ ■ .. ■ ■ 1910 .0 6000 % ®� . r .. EXISTING �' ■■■ d ■ _ 0.9x00 R _ ■ 1900 "PgGRAM ■■ ■ . ■ ■ 1890 ■ ■ . 1890 ■ 25.5^ STA 29.00.00 - ■■ - ■ c■■■■■ ® ■ 1880 ■■ .57' 00--- A = 4909.82 _ = 255• ■■ 1 4911.92 400'1 S = 267 ■ STA 32•*5.00 _L - 4908.55 1880 < = 911 —o. 150 < - 136 o te' r- a O F . GO N 2 m— O O J � c o n = N 2 m. T _ • _ ct mN m N a ".* Ani 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 KIRKHAM WGvJMICHARL srou-Sam 0 n• w' no' xac C.N. 4221 92TH STREET 1930 1920 1910 1900 1890 1880 39 4 1930 1920 1910 1900 1890 1880 M�0pp,3qK@KHAM Mcg WGC.3MICHAN. vvA•-sysnl 7 z 4 z ` :1:; C.N. A8z$7 M CO. LIMITS Of CONSIRUC 110N I' ®� SCALE 1 1. I 1 IN 1. f . IA. 1.15.v1 LN sll¢E : IL . _ _..J 320 321 322 •. _ _ _ 19 323 3 309 310 3 1 .._,_,_.._. Mil 312 _. 313 314 315 .316' "• ' - •. MN MiNggitiastriammisms _ _. _ _ _ — l_._ / 0 I 'I `1 _ :I - ._.. _..I • / j/ LIMITS a CONSTRUCTION 1 ' :moi ...4 .:,132,, SU®EWWLW U® 1 W S ra. 308.71.87 - 1 J _ Begin 5'-S%oewom Cos-, iTA-308+85.00 STA 309.75.00 -L - 1 920.23 - - _ _ _ _ .... _ - :.. 1930 L - 40' 17 EL = 1.918.99._-_ 6.... 3 0 SS.„ I_ 1917.39 L 50 I =. IOa' SLA 3ii.916.0 L 1.916.0 .. -. T t 1930 o 1 K = 71 STA 311.0 .01 - 1920 1910 N m - I EL 1.916.58 ( STA 316+25 00 A-118 .70.00 1920 1910 .3.7000.x .7.3000- .OSCOx - I--� LL = 30003.10 - .`E� _ _71._^. 15002.73 0.. .. I • Y. I!Y _. I T2. Y.1-0.9000• .1 _ -0.9200 Y. -tet 5@0� Assoc -z P11 . 1 x 1900 1890 1 1 1 1 I 1 1 1 1 ®� .1 500 x .;.,5�a y 1900 P 308.42 00 STA 309.30.00 STA 3E4.39 .i5 1 1®® EL L 1.927.66 EL 1,920.82 EL 30' L 40' STA 371.9174 —, .—I_ - . EL 1.917.07 = .916.49 I .35 : 1� -- ® ® -. ■. EK ■ TING GROUND ' EL . 1C' -=-ISC' K 176 3 .. ST _�l 32•.2.00 _ 9..90.13 IB90 1880 K _ 7 K _ T s L` . 1.91 1880 TA.tT'.&S:1T-7�'_-7� El - 1.916.58 � : 11 1 1 111 a— n - sk--1----F.,- .7: g§:a - a— o s 0.1 m1 309 310 311 3 2 3 3 314 315 316 317 318 319 320 321 322 323 113M3MICHAEll SMA -‘5'16ix11 if 0 PS 5040 C.14 42t92 LOOTS OF CONSTRUCTION i 331 324 ., 325 328 329315 - ,•1 - - - 332 - 3 6 r q." ' ..._.— ..--- -...M. - .-.-.- - - OF CONSTRUCTIN , I / somweALa < 1., z OLSCO 4;01 OR4� 1930 famitm-corsTr0-87, 338 45.30 Mill 1 1930 STA 24925.00 STA EL 33 +85 09. 0' 4 00 1920 EL = 0.10903 K - 2-- STA 335+25.00 S le' 3 6+2 M 00 1920 1910 i910 . 00' J49 00 •1 2000 LA I • 000 7DOSTING —0_-__"_•241;/....._.......__00 % ?SOD-% -KL . 0: <I - - —1°: 11L. 1900 • 1111111 0 7. • . 500 % - 00 - 1900 STA L . 326+25. 22:• 05 Ell .. % r0. 1890 1890 1880 ar ,TA33.P .. STA F____: 3725( 1880 L = 10C' 18-- STA ,33.75.00 1.908 6 ___, .. ,=. 54 L 1 I ifl ..4 . T ., ..! • , 323 324 325 326 327 328 329 330 330 332 333 334 335 336 337 "at .. Ir""M MICHAEL' SIPAA-S'sIT) gm J z 4 .1, i . . . . - . . i 0 2S' SCr C.#. r2222 N ! KO. . c0,s,RucnoN I. grE SCALE 1 ...• -•••-••.- . r. o• II s 33. o••33.9 I. S FEE ., - - _____._.................... 5 "'- 61- "1,114 6‘!'-' .g7-3 <:.).• -• - - ........--- —.. ..-.. 200 - 1 202 203 04 20 /WV 206 — - 207 208 209 21•— Lit m...01, - . .,.. - ...."NNI112:), ....- M• - • ' 0 I 1 LIMITS OF CONSTRUCTION 1Th r--) n 1'11 -,:-----,, CAscr. •12 z, TRAM. SOWTH 1 Lo STA 200.50.00 EL = 1,971.44 = SO STA 869;" 10 Construct,on 20!•59.22 Ell 1930 1930 L K '83 EL = 1.915.45 sTA 2[7.60.33 U111 • STA 2ci.o!45 EL EL = 1.915.96 MEM 1920 oi 1 riul 1920 "n. i ,-1— • OM STA 2069 . 90.00 1910 _17.-0.6.6.77L64- 6.14.5467 -0.75 0_7. _ 1 K = 83 r..3 all 7910 -1.0000 7. _.___ MIME FROPOSE0 GRAM 1900 STA 201. 5.00 STA 207.02.69 EL - 1 9'6. ' alliftifta•--- •1.3 00 I. Issoul_ IL. 1900 — El = 1.916.58• L = 25' x = 8 IA3' Ell STA 200.90.00 ... STA203425.00 - - _ - - 1890 ExIS7146 'GROUND IIIIIII .11111 1 • 1890 1880 EL 2'019174" STA 201.33,51- STA 201,59.30 K = 8 EL = 1,916.18 El = 1,915.96• ---1 1880 1 1 I K - T3 1 1 1 1 1 1 1 __I 1 1• I 1.1111111342226 %TS .3 ...: d. ::: L 7 '<.^. 1-78 4,_ .., di IA Ai .:, . T, SSI 45 oi —,,, ,..- ct ‘'.4. '''''''. XJ 4 4 4 ..-1 ,r1 `I ___._— . 40 , •-• _01 0, . — CS 0,.. . C3 C.1 SJ cn c.. .3. ''. . ti: . . '..'-' .2 . • °I •i I: : ,..; -,,, . ...., — 7: -1 - • . . °`. 200 207 202 203 204 205 206 207 208 209 210 277 212 23 .a,r 'NM M�IUOfAM 5Mitt PM, 16171 } Al 0 25 50 .LMITS OF CONSTRUCTION 5® C.N. 41t52 as x \ \ r .,. _.. ..mow .. _ .:.. ..�. . .:_ .. ..... . o�.-_ � _.. , ,,I=... 2 1 215 216 217 218 2t9 220 221 222 223 224 225 26�\\\\\ 221\\‘il 1 228 • IF- LIMITS OF CONSTRUCTION THIOL '• W i b Z SOUTH MON n59 01 1 111 1 ...�Q ,1 � V.�,,� 1930 1 IN N _- 1 1 1930 - -■■ ■■1 ® 1920 �1��■� �■� ■■�® ■1■ ■ �1 -S7A-220.5 1.- 00 x.48 1920 .. ■ :.� IK __�y.90 ISt ® ®: 1910 ■ 08 00 ®C 1910 ..6000 x w. -0.9400 ■ _ _ — -0.9400 -PROPOSED 7_ --.�.�__ - _ DOSING GROUND - - "1.9500 Y. 11111 - _ _ _ 1900 —.0.8400 1900 -. -..84 �1■® I� ■■.■■■. • x 1111111 4� .52 1890 1111111 1890 .��1111 I I. STA -219 400.12 42 ■ 222 1.908.90 t29v 78.9 a _ vs :MEM ■■. _: ■ .. 1880 �N EL = 1. l 25 10.32 ' ■ L = 67 I: = 26)l I—EL .;TA 2571.903 1880 o-_ '— N ^ 0 o _ 2a1,903'.sin - — w ti d N G _ 1 _ n .0 n v - S.' II _ P ry o 714 215 2 6 217 2 8 219 220 221 222 223 224 225 226 227 228 Egi isr si /7rn 1675 l516 Sr Sr Hill ,r I , Seincr END ROAD WORK N 0 6 G20 -2A-48 11 I 3L I I I -Jr — r a- —I d1 .I 1 DETOUR roc t l ,.,11 wad 3` fll „I /3M4 -9R-3 itLi I �I v Soo' 1500'` 1y'J7 X281 , . W20-34-3 w20-20-36. I i _ __ _I 967 I w/ Type B 1 1 TI yr A I moulted IaDove 1 DETOUR I I 1 1 �I . 1 Type 111 borricode 11 I yni .31 ','I I 1 M4-98-30 ; 1 IL-1' a1 U 1 I I I 1 I 1 1 1 1 1 1 I I1 I -r r- I �.0 i �I �r fiL_�9L 30 �� 12 1367 sr I, uu I s Rd ten unaltar4ci - ii NOTE: PHASING MAT BE ADJUSTED NITN APPROVAL OF ENGINEER. COLLEGE MUST NAVE FOLL ACCESS TO WEST PARKING LOT OURING GRADOA710N ACTIv111E5. U P R R I See Shee4 Nos. 11-14 Fey trot lc control aetoas in this Oreo. PROJECT LOCATION DETOUR c p avast Rive/ — ! 4 9th St Unl*er 1N St la It vc nnokafsr -7\ — x , W20-20-36 W20 -3A-36 W/ Type 6 WOrflirlQ Hot mounted above Type 111 barricade PRS saw DETOUR Ivaync40 sr '-SM4-9L-30 1—I --J_1 L ifI—_I L—J I 1 8� ins- 6 7: I I I I ti 4 tI YI _fin_ 41 1 I I 1 EI Router - im 0850.7 a 1 e = EMI I T,e--I"—I —III.S II 1—+ I----'�--+--LL' San sr L-1� — —L— rcrnc:sccr in21i 1�I I L1•-��1 I — I 1—I I�fil 1I I 1' �I—•fiJil 2fir1 I ld _.1I ..--I_Gn_a 1— P I-1 T South 5r I 4 j�+7'71� ri—earkSt1$tT1H Is awy sr— — — — — — — A • - I V//1 END ROAD WORK I1s.2C.0MI1 ICH1AE I STPAA-5516111 1 ww.a C.e. *2252 LEGEND 1118E 111 BARRICADE 0 2S0. Sop Mop SIGN SCALE WORK AREA G20 -2A-48 I GENERAL NOTES ALL BARRICADE ANO SIGN LOCATIONS ON THIS PLAN ARE APPROXIMATE. AHO MAY BE ADJUSTED TO FIT FIELD CONDITIONS. THE SIGNS SHALL BE INSTALLED 50 AS NOT TO OBSCURE THE VIEW OF OTHER TRAFFIC CONTROL OEVICE5. 2. SIGNS SHOWN ARE USUALLY FOR ONE DIRECTION OF TRAVEL ONLY. 3. ALL SIGNS SHALL BE INSTALLED. MAINTAINED IN A CLEAN CONDITION ANO REMOVED BY THE CONTRACTOR EXCEPT SIGNS MICR SHALL BE INSTALLED AND MAINTAINED BY THE DEPARTMENT OF ROA05 OR APPROPRIATE GOVERNMENT AGENCY. 4. 5. 6. T. 9. WHEN MESSAGE 15 NOT PERTINENT. SIGNS SHALL 80 TAKEN 00WN. COVERED 0R FOLDED. TAPE I5 NOT PERMITTED ON THE FACE OF THE SIGN. VEHICLES OR EQUIPMENT SHALL NOT BE PARKED 50 A5 TO OBSCURE OR DISTRACT FROM TRAFFIC CONTROL DEVICES. FLAGS MAY BE USED TO CALL ATTENTION TO WARNING SIGNS. BARRICADE AND SIGN MAT BE PLACED ALONG EDGE OF ROAD IF NEEDED FOR LOCAL TRAFFIC. REFER TO STANDARD PLAN N0. 920-R5 FOR GENERAL INFORMATION NOT SHOWN. TIE r�•t POPQIUY TRAFFIC CCNTRCL PLM ROAD CLOSED 1".41O,7, O., 61,4 H M20-38-36 R11-2-48 mWnted 00 Type Illborriced _. _-- at�rmv vonwNiYAaarY IML.S2 MICHAEL I SIV. -6516171 6... A2207 PHASE ONE STA. 29+00 TO STA. 37+30.23 E. 12th Street O>' ROAD CLOSED To THRU TRAFFIC R11-4-60 'Z lights mounted on ' Type III borricode c PHASE ONE ROAD CLOSED J R11-2-48 mounted on Type Ili borricode a 0 M4-101-48 moulted on Type III borricode 1 ROAD CLOSED R11-2-48 DETOUR PHASE TWO STA. 10+00 TO STA. 21+00 See Pt8Oe THe 088o110 for traffic Contra 0080110 500' 500 ROAD CLOSED R11-2-48 01015lted (NI Type 111 borricode M20-38-36 ROAD CLOSED TO THRU TRAFFIC R11-4-60 DETOUR 144-101-48 .with Type A warning Ilghts IKWlited 0n Type 111 borricode E. 12th Street GENERAL NOTES 1. ALL BARRICADE AND SIGN LOCATIONS ON THIS PLAN ARE APPROXIMATE. AND NAY 8E ADJ051E0 TO FIT FIELD CONDITIONS. THE SIGNS SHALL BE INSTALLED SO AS NOT TO OBSCURE THE VIER OF OTHER TRAFFIC CONTROL DEVICES. 2. SIGNS 50088 ARE USUALLY FOR ONE DIRECTION OF TRAVEL OM.Y. 3. ALL SIGNS SHALL BE INSTALLED. MAINTAINED IN A CLEAN CONDITION AND REMOVED BY THE CONTRACTOR EXCEPT SIGNS WHICH SHALL BE INSTALLED AND MAINTAINED 80 THE DEPARTMENT OF ROADS OR APPROPRIATE GOVERNMENT AGENCY. 4. 8BEN MESSAGE I5 NOT PERTINENT. SIGNS SHALL BE TANEN DOWN. COVERED OR FOLDED. TAPE IS NOT PERMITTED ON THE FACE OF T8E SIGN. 5. VEHICLES OR (*ABBOTT SHALL NOT BE PARKED 50 A5 TO OBSCURE OR DISTRACT FROM TRAFFIC CONTROL DEVICES. 6. FLAGS MAY 8E USED TO CALL ATTENTION TO WARNING SIGNS. 7. BARRICADE AND SIGN MAY BE PLACED ALONG EDGE OF ROAD IF NEE0E0 FOR LOCAL TRAFFIC. B. REFER TO STANDARD PLAN N0. 920-R5 FOR GENERAL INFORMATION NOT SHO8N. ROAD CLOSED R11-2-48 mounted on Type 111 borricode PHASE TWO LEGEND e TYPE I11 BARRICADE SIGN PHASE ONE MORA AREA PHASE T80 8018( AREA 0 100' SCALE i a z' TEMPORARY TRAFFIC C©N7POD L PLAN 820-38-36 oa !�z a�� ..��,,''��i // � — _ . ROAD CLOSED R11-2-48 mounted on Type III barricade E. 12th Street n r� PHASE THREE STA. 21.00 TO STA. 29.00 n KT, ROAD CLOSED TO THRU TRAFFIC Z R11-4-60 Gghts mounted on Type 111 barricade GENERAL NOTES ALL BARRICADE 460 SIGN LOCATIONS ON THIS PLAN ARC APPROXIMATE. AND MAY 8E AOJUSTEO TO FIT FIELD CONDITIONS. THE SIGNS SHALL BE INSTALLED 50 A5 NOT TO OBSCURE THE 0168 OF OTHER TRAFFIC CONT801 DEVICES. 2. SIGNS SHOWN ARE USUALLY FOR ONE DIRECTION OF TRAVEL 0115. 1. ALL SIGNS SHALL BE INSTALLED. MAIMTA11d0 IN A CLEAN CONDITION AND 9EMOVE0 BY THE CONTRACTOR EXCEPT SIGNS 891CN SHALL BE INSTALLED AND MAINTAINED BY THE DEPARTMENT OF ROADS OR APPROPRIATE GOVERNMENT AGENCY. WHEN MESSAGE IS NOT PERTINENT. SIGNS SHALL 8E TAKEN 0098. COVERED OR FOLDE0. TAPE IS NOT PERMITTE0 ON THE FACE OF THE SIGN. 5. VEHICLES OR EQUIPMENT SHALL NOT 8E PARKED 50 A5 TO OBSCURE OR DISTRACT FROM TRAFFIC CONTROL CEVICES. 6. FLAGS MAY BE USE0 TO CALL ATTENTION TO BARRING SIGNS. 7. BARRICADE ANO SIGN NAT BE PLACED ALONG EDGE OF R0A0 IF NEE0E0 FOR LOCAL TRAFFIC. 8. REFER TO STANDARO PLAN N0. 920-R5 509 GENERAL I1sp19ATION NOT SHOWN. 9. THE CONTRACTOR SHALL COVER EKI5TING SPEED 511411 SIGNS 8NEN A REDUCED 808K 206E SPEED LIMIT IS IN EFFECT IN THE SANE AREA. PHASE THREE LEGEND TYPE 111 BARRICADE v SIGN l 1 • 0 ROAD CLOSED R11-2-48 mounted on Type 111 barricade 1, 620-38-36 ILs?LLSMI�CHAE'EL SIP..-5516<TI z� 6.14. 42291 M 0 SO' IOC 200. 5CK1 ROAD CLOSED TO THRU TRAFFIC R11-4-60 DETOUR M4 -10L-48 with Type A warning lights mounted on Type 111 barricade a =L PHASE THREE YORK AREA 8001ECT0111f0 PLASTIC DRUM REFLEC10111E0 PLASTIC DRW OR 4T 808.661951150 501 TAPER FORMULA L • S • R F0a SPEEDS CC 15 NM OR MORE. L • 6.41 EOR 525(05 Or 40 1•x OR LESS. L • 9181111 LENGTH OF TAPER. $ • 111ERIC1 YAL1 CS POSTED SifMD 51911 PRIOR ED 90C. 9 • 91018 DE Oir5E1 I1A1E CM. R2.1.24 10. MIN. /14-1.36 TYPICAL TRAFFIC CONTROL FOR STORM SEWER WORK ON SIDE OF ROAD •NOTE: ROAD WORK AHEAD SIGNS ARE ALREADY PLACED 800 MAY NEED TO BE MOVED TO ACCOMMOOATE SIGN SPACING. (STA. 31.00 - STA. 40.001 TEI1P©RARV TRAfFIFOC CONTROL (PLAN One Lone Clostre Detail ROAD CLOSED 1000 FT ROAD CLOSED 500 FT W20 -3C-36 W20-38-36 E. 12th Street - scva 51 ROAD CLOSED Rit-2-48 mounted on Type III barricade PHASE TWO A DETAIL ROAD CLOSED 1000 FT ROAD CLOSED 500 W20 -3C-36 820-38-36 PHASE TWO B DETAIL GENERAL NOTES 1. ALL BARRICADE AND SIGN LOCATIONS ON THIS PLAN ARE APPROXIMATE. AND MAY BE ADJUSTED TO FIT FIELD CONDITIONS. THE SIGNS SHALL 8E INSTALLED 50 A5 NOT TO OBSCURE THE VIE! OF OTHER TRAFFIC CONTROL 0EVICE5. 2. SIGNS SHOWN ARE USUALLY FOR ONE DIRECTION OF TRAYEL ONLY. 3. ALL SIGNS SHALL BE INSTALLED. NAINTAIHE0 IN A CLEAN CONDITION AHD REM0VE0 BY THE CONTRACTOR EXCEPT SIGNS ■RICH SHALL BE INSTALLED AND NAINTAIAEO BY THE DEPARTMENT OE ROADS OR APPROPRIATE GOVERNMENT AGENCY. 4. IMEN MESSAGE IS NOT PERTINENT. SIGNS SHALL BE TAXER 00W4. COVERED OR F0.0E0. TAPE I5 NOT PERMITTED ON THE FACE OF THE SIGN. 5. VEHICLES OR EOUIPMENT SHALL NOT BE PAIRE0 50 AS TO OBSCURE OR DISTRACT FROM TRAFFIC CONTROL DEVICES. 6. FLAGS MAY BE USED TO CALL ATTENTION TO !MINING SIGNS. 7. BARRICADE AND SIGN WY 85 PLACED ALONG EDGE OF ROAD IF NEEDED FOR LOCAL TRAFFIC. 8. REFER TO STANDARD PLAN N0. 920-R5 FOR GENERAL INFORMATION NOT SHOWN. 1420.1.36 l70 -u-36 1 END ROAD WORK 620-2A-36 Work Area sI -10-30 END ROAD WORK 520-28-36 U-2-36 620.1.36 ONE LANE ROAD CLOSURE DETAIL TE r:t • 0 1=1501§E111 s*vu-5516(11 C.M. 42252 0 SW 100' 200' SOLE LEGEND TYPE 111 BARRICADE 51CN RETRO-REFLECTOINZED PLASTIC ORIM REFLECTORIZEO PLASTIC DRIP OR 42'RET80-REFLECTORIZEO CONE PHASE TWO A WORK AREA PHASE TWO B WORK AREA POIRANY TRAF[FOC COUOTGCROL PLC:'; DETOUR SOEWAL( CLOSED R9-9-30 fietJ DETOUR M4-9aR-30 TRAIL DETOUR FOR PHASE 28.'r • Qo DETOUR 40 SiOEWAI CLOSED R9-9-30. Al mo.inted cn ;1 De 111 bcrrfccde PROJECT LOCATION E. 12th Street DETOUR d6 -9o!.-30 .R9 9 30 moaned on Type III barr;CC9e of d YtA ff DETOUR f� DETOUR mmy M1 9aR-30 M4 -9o1-30 _i SIDEWALK CLOSED R9-9-30 dlo DETOUR M4-9DL-30 1 . -rr. :a II2)( .) MICHAEL! STPAA-55,6.N1 1.9. A229t LEGEND o TYPE III BARRICADE SIGN GENERAL NOTES 0 50® SCALE 1. ALL BARRICADE AND SIGN LOCATIONS ON THIS PLAN ARE APPRO1IMATE. AND MAY BE ADJUSTED TO FIT FIELD CONDITIONS. THE SIGNS SHALL BE INSTALLED SO A5 NOT TO OBSCURE THE VIDW OF OTHER TRAFFIC CONTROL DEVICES. 2. SIGNS SHONN ARE USUALLY FOR ONE DIRECTION OF TRAVEL ONLY. 3. ALL SIGNS SHALL BE INSTALLED. MAINTAINED IN A CLEAN CONDITION ANO REMOVED BY THE CONTRACTOR ExCEPT SIGNS WHICH SHALL 8E INSTALLED AND MAINTAINED BY THE DEPARTMENT DP ROADS DR APPROPRIATE GOVERNMENT AGENCY. 4. WHEN MESSAGE IS NOT PERTINENT. SIGNS SHALL 8E TAKEN DOWN. COVERED OR 101000. TAPE IS NOT PERMITTED ON THE FACE OF THE SIGN. 5. VEHICLES OR EQUIPMENT SHALL NOT BE PARKED SO A5 TO OBSCURE OR DISTRACT FROM TRAFFIC CONTROL DEVICES. 6. FLAGS MAY 8E USED 10 CALL ATTENTION 10 WARNING 510N5. T. BARRICADE AND SIGN MAY 8E PLACED ALONG EDGE OF ROAD IF NEEDED FOR LOCAL TRAFFIC. 8. REFER TO STA0AR0 PLAN N0. 920-R5 FOR GENERAL INFORMATION NOT SHOWN. TEMPORARY TI AFFIFOO CONTROO. PLAN pFNFRI1L NOTES:> Q f J 8 , 5" 12" YELLOW X0100102 45' • 12' SPACING 9 DOUBLE YELLOW LINE H 10 o a E u' - � tai,....,WALK —CR05S MARKINGS. SEE DETAILS 5" SO110 WMI TE LINE 12 13 14 5" SOLID YELLOW LINE WITH DASH YELLOW LINE. SEE DETAIL "A" 15 t6 I7 0 X LV2 A1 MMIICHAELI SMPAA-SS161T1 I 1515 4], 42292 M 25• 50' 00.REFLECTIVE 1, AH 5'• ANO 12'• YELLOW MARKINGS 50000 SHALL BE INSTALLED WITH YELLOW WET POLYUREA PAVEMENT MARKING. GROOVED. ALL 5" AND 12" WHITE MARKINGS SHOWN SHALL BE INSTALLED WITH WHITE WET REFLECTIVE POLrUREA PAVEMENT 2. ALL AND ARROw MARKINGS SHOWN SNOWN SMALL BE INSTALLED WITH N" TIE WEST REB EINST LEDPREWITH 24- PAVEMENT MARKING. TYPE 4, GROOVED. 3. ALL MARKINGS SHALL SHA8E INSTALLED _ WITH SM00TN AND GRADUAL TRANSIT1005 AND ALIGNMENTS. WHEN NECESSARY, TME CONTRACTOR SHALL PREMARK THE SURFACE PRIOR TO PLACING THE MARKINGS. 4. NEW PAVEMENT MARKINGS SMALL BE5" ALIGNED WITH EXISTING PAVEMENT NARKING00 WHERE1ERE NECESSARY. 5. WHEN00USED. ALL LEGEND AND SYMBOL MARKINGS SMALL BE CENTERED IN RESPECTED LANES. 6. THE CITY OF HASTINGS WILL FURNISH INSTALL ALL PERMANENT SIGNS AND SIGN P05T5. : = __. -_ , ••�^ �� • ? : S 1t'I DOUBLE YELLOW LINE 5" IO .' J - V '"-� c ? C g .- SOLID WHITE LINE "' I 5" DOUBLE YELLOW LINE CROSS WALK MARKINGS. SEE DETAILS It '4' E. 12th Street 24" - 32" v Y. g g r /�\J S/ (-5AND 5" SOLID YELLOW LINE WITH DASH YELLOW ENE. SEE DETAIL "A" 47® 28 N 29 ,�,�,,,o:,, Al 0 25Jik VALE ., I 121 a — ^-.,...o..,o,� 1 ...... ... _re— Jam.' �..: .y f1 E. ;p ,— E. 12th Street 5" SO ID WITH OASM SEE DE PAIL I I YELLOW LINE YELLOLINE. "A" �W � ,�., PAVEIME(g4 IMARDONGIS n n (:FNFRAL NOTES• 1. AN 5- AND 12'• YELLOW MARKINGS SHOWN SHALL 8E INSTALLED WITH YE1108 WET REFLECTIVE P01YUREA PAVEMENT MARKING. 6ROOVED. ALL 5" AND 12" WHITE MARKINGS SHOWN SHALL BE INSTALLED WITH WHITE WET REFLECTIVE POLYUREA PAVEMENT MARRING. GROOVE0. 2. ALL CROSSWALK ANY) ARROW MARKINGS SHOWN SHALL BE INSTALLED WITH 24 - mon WET REFLECTIVE PREF0 7460 PAVEMENT MARKING. TYPE 4. GROOVED. 3. ALL MARKINGS SHALL BE INSTALLE0 WITH SMOOTH AND GRADUAL TRANSITIONS ANO ALIGNMENTS. WHEN NECESSARY. THE CONTRACTOR SHALL PREMARK THE SURFACE PRIOR TO PLACING THE MARKINGS. 4. NEW PAVEMENT MARKINGS SHALL BE ALIGNED WITH EXISTING PAVEMENT MARKING WHERE NECESSARY. 5. WHEN USED. ALL LEGEND AND SYMBOL MARKINGS SHALL BE CENTERED 111 RESPECTED LANES. 6. THE CITY OF HASTINGS WILL FURNISH AND INSTALL ALL PERMANENT SIGNS AND SIGN POST5. 5" 50110 YELLOW LINE WITH DASH YELLOW LINE. SEE DETAIL "A" 5- 0008LE YELLOW LINE 36 Limmim `\` \ 75' RAO.1'l\ � �� Nts 2' RAD. ENO TAPER 40.90.98 37 E. 12th Street 12' YELLOW HATCHING 45• • 12' SPACING 5" OOUBLE YELLOW LINE 39_ 3811 TAPER 40 38:1 TAPER 12" YELLOW HATCHING 45. • 12' SPACING CROSS WALK 51A8KING5. SEE DETAILS ENO TAPER 40.90.98 IW G:11 MI�AOOLI 51Pu-5516 77 C.H. 42292 N 0 25' 50. SCAT 24 -O 5- YELLOW 5- YELLOW 1 6" SPACING 6'-0" I 1B'-0" DETAIL"A" NOT TO SCALE 1-0 CENTER OVER LANE LINES WHEN P05SIBLE MAXIMUM GAP SHOULD NOT EXCEED 2 TIMES THE WIDTH OF THE CROSSWALK MARKING MATERIALS. 6' MINIMUM 12" STOP BAR IAS NEEDED) TYPICAL CROSS WALK MARKING DETAIL NOT TO SCALE GR00vE W107H a MATERIAL • 1"-2" IRANI MATERIAL W10TH IINCHE51 NECOMYDATIONSR 5 PERMANENT PAVEMENT MARKINGS PERMANENT PAVEMENT MARKINGS INSTALLED IN GROOVES NOT TO SCALE PAVEMENT' HARKONGIe aFNFee1 NOTES• 1. All 5- AN0 12'• YELLOW MARKINGS SHOWN SHALL BE INSTALLED WITH YELLOW WET REFLECTIVE PO.01400* PAVEMEN1 MARRING. GR000ED. ALL 5" AND 12' WHITE MARKINGS SHOWN SHALL BE INSTALLED WITH WHITE MET REFLECTIVE POLYURIA PAVEMENT MARKING. GRODYEO. 2. ALL CROSSWALK AND ARROW MARKINGS SHOWN SHALL 8E INSTALLED WITH 24" WYl1TE WET REFLECTIVE PREFORMED PAVEMENT MARKING, TYPE 4. GROOVE°. 3. AIL MARKINGS SHALL BE INSTALLED WITH SMOOTH AND GRADUAL TRANSITIONS AND ALIGNMENTS. WHEN NECESSARY. THE CONTRACTOR SHALL PREMARK THE SURFACE PRIOR TO PLACING THE MARKINGS. NEw PAVEMENT MARKINGS SNAIL 8E ALIGNED WITH EXISTING PAVEMENT MARKING *MERE NECESSARY. 5. WHEN USED. ALL LEGEND ANO SYMBOL MARKINGS SHALL BE CENTERED IN RESPECTED LANES. e c O a 0 6 12- YELLOW HATCHING 45' W 12' SPACING 18Z 5- 000BLE YELLOW LINE z CROSS WALK MARKINGS. SEE DETAILS 5•' SOL10 WHITE LINE 12 13 14 5" SOLID YELLOW LINE WITH DASH YELLOW LINE. SEE DETAIL "A- 15 16 IWNNMEi ZTP�AAL-Z516i i1 C.M. 42258 i o n.50�100. SCALE 5" DOUBLE YELLOW LINE 5` 000BLE YELLOW LINE CROSS WALK MARKINGS. SEE DETAILS E. 12th Street 8 5" SOLID WHITE LINE 24^ - 32' 5" SOLID YELL°* LINE 8174 DASH YELLOW LINE. SEE DETAIL '•A" 24 n E. 12th Street 5" SODIS YELLOW LINE WITH TYELLOW LINE. 5EE DETAIL "A'• BOOMING 26 yS R9 Z2 �oS 5" SOL10 YELLOW LINE WITH DASH YELLOW LINE. SEE DETAIL 'A" •Yr 5" DOUBLE YELLOW LINE 4 1=e 35 2' RAD. END TAPER 40.90.98 36 �� 37 E. 12th Street 12" YELLOW HATCHING 45• • 12' SPACING —7' RAD. e Q f. 5" 0008EE YELLOW LINE 3811 TAPER 39 __ 40 1Z%LZ Y2Y.L2.LLi:Lt2tttztutt:;:u:. 38:1 TAPER 12" YELLOW HATCHING 45• • 12' SPACING CR05S WALK WRKIN05. SEE DETAILS 00'SO.OP 'v1S JOd ENO TAPER 40.90.98 JIO'— 1MICHAELI STPAA :5'516171 0 25 SCALE 6.x..2292 CENTER OVER LANE 24•'0•' 5" YELLOW LINES WHEN POSSIBLE ,_47S' YELLOW �6" SPACING MAXIMUM GAP SHOULD NOT EXCEED 2 TIMES THE WIDTH OF THE CROSSWALK MARKING MATERIALS. 6' MINIMUM 12" 5100 BAR 1A5 NEEDED) DETAIL"A" TYPICAL CROSS WALK MARKING DETAIL NOT TO SCALE Nd1 TO SCALE GR00VE WON • MATERIAL • 1"-2" (MAXI MATERIAL WIDTH 11NCHE51 RECOMMMMENDe710N5R 5 PERMANENT PAVEMENT MARKINGS M• T AV M NT MAR HOT TO SCALE T N R • V SOGINOGN Y 7r E= UVINGSTON–RULTER –VO.LAND INC 1.22.6 N. EEM– — 'AV P01 SIA 11¢+70.00 MICHAEL G. NANKIN 620 E. 12TH ST. 17S F11 1 1• no oor 177.2. PARKVIEW CEMETERY ferwr 13 PMMICHAEL STPAA-5S161nl xro e.R Imx GeMuwMot[s raa..mea .14ea,m1.lucumM/0111 onerea • uunuu7cw.ow•Waoaa war>«,nrtutrmnMM MreMaM1Mone r>PMauro uarmrAro0.0.1ne ee0naa waromworMncuwr.swuroone {Or1aKiC.eWIOXAM1 OIC, IarrOArOr anex.o 10.1 rK1I: RMIKCXIOMO. VOW 11TIMMOO rOfM1A COMM* WMNOtt<dIM MO1034W IF RAUIbrerMV W.YMI. ne.oMu1M naM.m.nwrer.uBn1aoe1 a HMV re.MMma u1CKM.rw nc • COMB ea.Mil on NC3001 omroona Kuteo MOW= CPrvKo0l.atOiTON ICuCIM}1aeMaMx Waft vmwoFXrOCmM 43.1.1 , W AKowNlra • emon,It n201nr. 0uare1.1.0W,wn 0 a ImNAFxmcM1M1.11rew FMawcac.nunnae + MOMCMX FeW.err MVP MOT. a a.Wx.Merar n 1.11.eMcn1M.WOYa 1X001.1.11orn am.oa.mw.ma..iwa r. 0000A1Ma.a..ullmtHulaca1a1111.frraw Far0WOa1e. a _.uIwc_.Orc_I_I&. •LL•.ODNYIei 0.7e01 MAOMO.00 M 100.4c01TIKKe w..wrWDC.a.ao.e,mw..M.MOM/ MMo raMANYM W KmMm.1 K+Iwmcm --agar - �rrn•>rXrs>�r�rar�f• 14 12TH STREET _ eMaw -r OOO IIMtlb IranaenaMrt. moose. HASTINGS COLLEGE PARTIAL LIGHTING PLAN QN WOMWMOIeeM tl•. rabea•iM`C 1441,7 W1oeXq _ MMO,011.61CN 1Fm.mrp,. a.mw•uorw COMCROnl MMIWI WMr1w IWIOIM1uR: wMov ams fl, ‘10.0.11.11300...911.10000...911.10000.0. ROOM1 r10.000...9100...911.10000.0CD --------- IHipa3. ,' gmrWCCea MGM mmueewaa faaaorwMcenoaO HIE -1 mengasseongL 01110.112 111110. mia▪ ow ow boodownwoolorm000mmeonoor on= vonooloom sower._ on• woo w.w� e... w J LIGHTING PLAN I PM 16t 10' MICHAEL! S1o551a C.. 0291 0ENEMlN01Eg gtveaP.Rf aWm mg, .VC.12.1a LOW(Ab¢ `^ t, L uvnaCaroOWariawaaMg03•1NuM urea:Wm MNao. mom MOa1 KauNn Mamma ...az Arm 05.TNaaAuaCOa[Ran aKaMWanaarauMeamrr KM RaMKCO4CL, IMF a1Ra.L.G.0 LCC MPOO La..••„.C._•roma wMILLVCansrmaroNr.C.EeaaBO W.Va.., ofamMamMelaM aaaama1.WIL aCou16a p CO C Q E- v) MOW adrUaLarotsa ta.Cra. VC 1 01,artae.a00 ..aMM1aM.c tNaaallW noexna Canven•saamaoan WO tevnaMM. PARKVIEW CEMETERY MM. CanLVMOCNYW0,10.1CaraMadaoaFn tCoroRaaoa IWIadaaunmaRCNCLOWALLa p L IwRsamaouamaam1aara wawamMaunaml o+ Wog. IOCWor1 LM COM.N 1 vaamnweaaamaclunMCwwoww.amus (N C CR•on.aawrW.oRwaaammuai 1. 0,0.•11 1MCN•MLICa NUMCUMRNUarat4Ra Q naroman I --- a a va ma.aacwa »uoCaa aN eu mwnn CO ('y a a Coamnaat...0• atarRGONRK1a C D ,c7 •. / Op9� Do- ' ua"wa°.a N.eoe�R"a.m�oa��.m�.naaC.suom�°°�" 7f1 • 1890.82 `` 9�'1vO •y�>•a_5a•�r•�_sa• �n•�-,1.•.a—,sra_waa�.lss_waw.•�a•+>—Ca•�--.a•�>•a._m�artn—aria_--.r.n_ r „IA sew 181'w��,y�- �•>tl�1'�r�_' 1!710 sa -.=� j1 0 a•. 16 / 1 // Mr - ----_---____1—_ 18 19 9' 21 ?2 / _ _12THSTREET �.__—_—______—�__—__._—_—_—_—__ t 21s -� 1 - �. �_—_ _ - m,�,a•�ar.-a • _ s—ar...._�__L�_ •i=+.---,r.�..�>•-•--rr_ v_AAt��r�lr�—ar�_p=_=_ _ - «��• _T •a --x- �P�--. rG /�9aM�ai ._ _t-,. - kMyM�s—a'.�-a• .....m.,,,.,.• r _ •Mr c—r<�. � , �' Dry / 0^ o: :'' r y7a OW yaw• e` Via. V / 0 0 i'''' HASTINGS COLLEGE LLI z %t PARTIAL LIGHTING PLAN z J 2 �t PAR N J = H 9 Q t" . •" peau mi.*. awe �a..q..... ....•+ .wl i 4'4aPa9' �a�oa.Mr�a Me /R.a 0•0•0•14•144 a••�ar �•-•.... • e..Vwaar.+rr.rr LIGHTING PLAN 28 N COCO 104 MICHAEL' s1v.. s5is,.5 I t.M..nn GENERA MGTES wu M as v.z. Par. U•1112 0.712 07541w51i ww,aoav7140110.+:awa Naw.n .vwu:,T4 •sMaa�o. mOITOK.w..r..00nan w..u.roa 4 '1E g-unww raxgA.vanmewnTmawrwc* tkall1.9p1,4 MGT. 105.142%. a ea5sa Muro.1...wma na s cawrMvrwMaan..aaAanAn.aavS.n MsmM 740E1 CSISETNOSTUO WOO M.O." 7.400,141,2 .01:3•4411 ts."a.u.c.u:u-or.ona.s-xns OO 1 .91M.DNMGYT TES.!KWt D.LTl04MAVUMO$ •E• WV.% 1eM.'1MOOOOD006 CO l Yl00leaMAvl0.ba00CN6ge1AM510Dl0OMWa GV CO MISALbM01AM0a1Mb/110016 COMPOIJI 0Ma11/111LIM 1004 MSP WUTY KNMU 111M101YJY 000.1.100•11.11.00.6.00.001.1.1161a CO WOIb1.R�MxL111.0W M00P�10011.004 �6 a aoletoewL00.Ne.eoss1•rum0mr aurblaOLaJm+o.a0KON4 1.0.11ma �a..0—»-n—M•.—M•s._.M•+--a.•��r.a-�M•.a—u•.0—.M•a N.s--.r+.—.5. uc_,r.o_.M �.v.a��..a._5. u—r �.n -ss—.s .a—M ..—.M ,s_M �. �._ r. Y—s a—...a—x a'�s .xa_5. s��. s._M-a—r - �.a--.r.u-.-.M•a--M• • ----- - ea-- 0 ra• 1xw 24 _l_— _ 12TH STREET 14,r F- 26 —L----- 27 DA tar ,D. PARTIAL LIGHTING PLAN c r.cG.o. \N ..i{. 6 1.5 101.1 r °,sr ex1,4811.4.1.41 .�.M_... ............_ Lu z LIGHTING PLAN 'inn ILt C. 3M!CHHAHLI S,1144:5'57601 C.M.. 22$0 WOW 1.71t4 .aulnaaAraavroe•awelwmarwea»ee mom. monsalause ma vloa• ,.„„ry.MhO�11 rrga.r t,11 6 [wham ..a.MYu* a u aanacmocaaaAvomasam,lonwr..Y zwo:14wsluoxntaawrw.,YAM .l•1 Mwt•4uunYmuswoa¢s.naaau Mqt0lGl.wr.OW(nMst,u.•ry M 40141444 4/.14.44, 01,4V11.1,414,4,100.11”44.13141404.14, w4 va.o 11• .u800.15MaanalO1/4441 LL101 L CM _.ris•.a`w•+a--r•+ul•-ta--rirr--r•a--.ra--.ra—ra—r•..u•.a_tr.u_.Isa.1.•.r--Ir+..--r.a`a•+--sri.•a—samss•a--a•.a—ra—.Ire,.•-s—s•.al—as• _ 41,14•11417/0.011.114/051.110.111. I O.n.111nR103•11 aaA0lMwt.01aWR1la0wM 10010.10l,/ wn1 , , nooM11.10n FMM 1 el GIMdN000pO0nOpbKMp10/1411. .etat b 4 OY/CMRIOn1U.O41oU1111Own.0•1111 MX /0.P•7•91/11.$414 002114 E3 0 '• - 1 1111.11‘ l6ovmawwConlw 1- C , l`. a awtsnn.ula,.1,11 w1001.atwwawrAa PARKVIEW CEMETERY '' 0106611.l1.a0Mrt110M01110 wlnaiplKa � bDi01...®.. ,. .Lan11w01uXMna1110atWl A1nr Q '100110,9 l-Im......$ a 1naa.l,Ma...11.101 aW..A.A 1a� CO 11411.11.11111:11,11. COY011431.6.01.11111111105.141.1401114110. A. 411.11111.416,C. • Wa1111q Oa.NCMM1aR. ,1110,411.1110.1111411\ m.s1141104111O11.010/O101100111.470110.O11.4 - -o--.-ias-.-araa.--r.._rte.--..M•s—.r•.m-_+.•a--.tr.a— 1 1902 1 V 2W{• r 4 L.— Jr,P9 62•t• 29 29 L `4 —yr— f• 31 32 12TH STREET L__—_-------- �_�-- •7a 33 34 r.te .e „ --- ,�K� n , a --® ®I re--_r .--ra.—.rte re—r< ---: c YVA—r=—r.— ,0 .-..•s—r 4" ----If 4--__414-_4,--41 .•r—•4---re—r.—r ira.y.r a--ra—r.—so—rs--ra--r 4i-414..--4,--4s--41s , i4w - z_ 16'10' HASTINGS COLLEGEwatlwiCw,o1 PARTIAL tie 101 LIGHTING PLAN --- ---- ------ OI/IIg11bl ,04 11111 �� RLU I�Im.�. w Z J ~ ,.....„ t'. 40W \N TW l 1113131111410110.11l0 tii 1t 11 110170111011,01110170111011,111.10100.17411114111 1SIgaSOYIA 001,KTMO411011M 11 1[,IM.,441D1114,44.1 ' 111111.6 WC MOWN ..rmw I1 ill a1fU101q VR1m00aM. .nn101 It0)101r11.0.RCOl Alk b101,1141,111 0 I` comacr ' 1•1101011:411101410 a0110011111A041 1.110.11.1= 1 ,e roc ,,HS`.'. �% LIGHTING PLAN I CITY OF HASTINGS 16410 -' EMNP 34 05 u Ira 37 38 111 I C 12TH STREET N.7 -- d0, 01+ 710 L 2222 • PMI MICHAEL' s7;:+. 4 7, cx .zm 380 02L MOTES w0n.v ooarsv:uaxvm..v: cuuaima044,44. '' ,....10TCW AY.,, na.nn0w.11.WVaee, ni 47 Mworroecum rrWwrowrouis.o .. HES ^°mi.�ee maoatli "'- wv'rin.�e ,• a. a.u, W unonmw*naa aa,o.0,COAL i oxnwrtlou+rHv.u<..e*u�.�o0e� nenx MI. vw.enni <a27.0.6 ovuraaa wnawievuw W a,wc.weaiw v.nm wvx.n� rcw emenna I ...V. 40,0.11.11,0.111. 5. MOM( W.M4WY6ILL/OekeN4aUMR avaw.+a: ua-, naa v.+. cecea roxnatt� uw1..x.uuwsOroKm.0:0ATI a ..“..0 cn 39 7 MIT O. 2s Q [ L 13410. PARTIAL LIGHTING PLAN •40.-v POT S A. 256+00.00 r0+c erns 9 COLLEGE VIEW ASSISTED UVINC+ LLC 1100 N. 6111 AVE III_I elTalslicierileSnSengL mo....11 awns wormy 0.0.1.11141.16 .41111,1,41161 LIGHTING PLAN a EilOm. .01olopta ELECTRICAL SPECIFICATIONS n MOWED 0116 •...•. r ••b•• r a...•... •1• • b••Y1r1.•.666•r••.e•1•b 1•..Ya•• .0•••••••••••••••••1.1••••10•00•••••••••=10•0••• ••••••Y 00.106•01.••0.tr.4030114.0 e••.ee1•.r. 01,•6• 1*prW6..•bP•Y• Ma* ▪ 1•0.10r000,00*rr0b6.. •10 0010••00.0510 ••A1 11001.1.010A000 0066.00001011. 1•P1••0r0.4•••e1 •••11. 1•bW1.Ya.••r 01100,000 .. /0001. • end* 4.0•0 .g.1.00011.1,001•311201.P'1• P0•m.0•••1b•Y.•..r•••.00.••••10•10.0••••••w ••• Memlaksakests•04,0**•••••tartsepea1•00•4•0•00011 ••111•0110•0•.•..01 •0 .01•T 0.00101.4•e••Y1••r.Y•Ata1.0•0•0••••0.• 101•.. ✓ s�• 01••P11.•••.•�wa••'••••mw••rnI•Mw•I4..10* ••e.•••••••••••tw• ArY••t!•w.l •w4••••y4 01009.101,1011.01040110,0100.•••••••••.00•01•030 • PA00.0.0..0e.01r••......r.•.0a....•p600t t meaabW1a1m•n00..0:600 owatd rw+•••••w. 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L -WEST .<0100 •u met 401100111/11X1•116 Cfall LEAST • 4 0.11.111 •10114 b1 10 00 00 001000001.00 4061000.004 ■ CONTACTOR SCHEDULE 00M00011010 MR** 11.014.1{ Nt1P 1 MP•1mncnw•ss110nasR.PO•n.01PA1.1n SITE LIGHTING SCHEDULE •.1 ••0,41.01 Ott wean• 10 TM •4••1 PP 11 rot 1.41 003.1.1 .1 •1. .0 101006 WNW eel 111 s 11 01 .06, °iP ra tam ION lam 6011 0 .011 .010.4114•00101. 4E 000.1 1Em•1nw. .auatMe WrM00,011 1001011natueul•4uw•w.wnox uaM6•ur6•.o6ro01.1.P 000.1001.0110.0C00E01•0.0001110W.MO•• P0.01WC04 1MMUM01P0a•6M01.1Y00000.0 100 10•1.1. 00100•MIH61.0a4PW0®CGa R..NH 11011•41001600004•010 •t•00 •3•360.400 *PUN 0A0000000011111RAMP1•WIPR•P0ag1• titak POLE:0 d0.P5 M0M1E001.0r•PLEMPI1 l •1061Pn.1111( 100102/10012.01.0100001,00108 01.010W0It701Ott 0011`10•0 ••,••C••.,•10106•1,0••0•00•0 .1w•m01001••0001 • n•10..••.p.•1RW1Mf1®C0Y0 • 511100100•0000000.00:14401013" 0•10411•0100910/001,0010111 • • 10031010.0101:12000044:010 • MIPIL011101t0.0W0e00001000A • $110•04•411•40.01001000.0014* • R 0,1101 0 arNKPo•M00 1 10002 Wry/Da MICHAEL' I ( SIPA6.5516111 C.M. at29t POWER RISER DIAGRAM NO SCALE ROADWAY LIGHT BASE DETAIL NO SCALE IN -GROUND PULLBOX DETAIL *3 SCALE 181=1 0000.101.11 •••••••••••••000...• LIGHTING PLAN W (.i•3 MIICCHHAEL lPu-5516171 1 25 .1. 42292 1950 1940 1930 1920 1910 1900 IIMMIEIM ME • MO= • MEM ■ 19 t7 • 1890 1880 1870 MomBrim- ME ail 1912 21 MIIIIIIIM II IIMMIMMEMM .. • 91041 ® ■ SfoJ 188.00.-1J5.6' Lt Bteld Clr0 Inlet. P1on 443-178 Oz 5,9. 11.88.00.20.8' RJ. t '- " A 41-7"..Y 1G• Ru7o Cu -0 Mkk-Pion 443 88 X-4' 4". A-7'-8". Y 8.0' Q BW • IS xIY SfOrm SetAr Pipe ®■■®® 6 dale rOr Jn 0 net ln �0 frnet 2 , ®n® vnri •n ®ua nnIII■ ®i■■ it 296.99 MATER 4417 45090E0 ELEv • 512 11 ®a GA Y{ 90 Entf Ft v—•-1191 3 1950 1940 1930 00=-1 179 1920 _miff r5! s FL 19 0.21 it 190'.16. C-9-231,20 : _ `► St —71r-840,-15.6" t.. St0. llt2000 ,20,0'10_ Bo110 Cure Inlet, P1m 443 R8 'Ym.01e. Pion 435-R1 >r• -2"—A.4-7"i"7f6.0, '— Build R•9'.JO,, :Fr, 6 F- e__QBuJJe JB_'xi5 �tvm3e.er�rJa,_ type 1. Cove.- Iype A �7ype 1, 7 or B w//nlef 'n Cu'0 /'Uet 2 6 Oct let n Mart*K I. Pion 411. •111.67 1910 ■ 1900 1890 1880 1870 1930 jt0. 16.60.00. 2V.6 73 -Cord, xi /Met• peG101 Pion IC :.... et. 1920 St.' :;OLIO. 7: OAi896.t:Ogp=.' OOf Co,pre e. floc Cuter Co 25' Sleet, 888 ow 20. PR P?APOsEo 10 1910 1900 1890 1880 1870 1860 it ,:'.8.19 Ft , 188670 01_ • 198.70 I 880P0$E• •-I;CPS 068 5EY(R—.- 189283 61114. • 1892 29 1: = 1978.70 -74'0459 C99COLSNEOPSE. 80C SPECIAL PLAN 6C 8IA%IAL C`_0C410 3 658 • 1 Ex .Si 1I8 PIPE 693..E 1930 1920 1910 1900 1890 1880_ 1870 1860 I';2f.' 5 MICHAEL' STPAA-5516121 26 7.6. 42292 1930 1920 1910 1900 1890 1880 1870 1860 ■ I—_uaw swYE 4 OC 1916,97 3 OC 19.48 n� O ■- 1/F -.j IIII 111 FL 1909.6 94.00 20.0' [ . .■■�■ a It�?Oy• 1.0'; l f. ■ ■ r-41111 - one 8 117(05:8 IS19 C• t,• A 06.66 1930 MAIN EO ' 1911.2 OA$ MAIN a550ME0 a 1911.51 1920 1910 —5 15v FL 1 00 l8"pJ6' Stcrq Serer Ape 7ype.1, Pc-8w'/huef YOmb. d Ou let n 140141018 1, 01144 7n 1900 Bu%a 24"x4I0' Storm Serer Pipo Type 17 d 8 r/inlet in Mp1gla 1 d Outlet in CIr0 Inlet 4, Pkn 411 F18:Ej•- 1890 1880 1870 1860 1930 1920 1910 1900 1890 1880 1870 1860 MR MILE 111111111111111111111 MEM MIIIIM1111111111111111 11111111111111 11111111111 =111111111111111111111E 0.0158 /1 • 11111111111•11111111111111111 11111111111111111111111111111111111111 1111111111111110111111111111111111111111 111111111111111111111.111111111111111111111111 ■r 111111111111111111=11111111111111111111111 1111=1111111111111111111 111111111111111 11 • 0 O Bulb 24'2470' Storm Serer Pipe Typo 1, 7 or 8 or/ Wet in ¥o/lp'e 1 d Outlet ;n C,.t,, lnlot 4, Plan 411, Tv8.0' 111 ■• moo •u 1.■ Ellmi.m.ir° 'muII MIMI NM M fii • Fl :190 ri®®J ® : EMI= 11 MI MEE El ■O Sta 15.30.00, 20 0' [. Bul#p art, Inlet: !On 445-88 X=6.4" 4=5 -2". 7-8.0' 1930 1920 1910 1900 1890 1880 1870 1860 M((��M AM W Gvn� 3 MICHAEL Tout TPll•5516111 C... 42243 1930 1920 1910 (" r 1900 Imo` I - r I 1890 1880 1870 O5 8.1/0 24'x146' Starer Spar P,pe r 7 ce 8 rr/In pt iA CND /Met 4 6 0•ol et in C.B.C.. Speeler P10, 40. Fi11=10 1860 l� 19 1.11 L_ ==J -. L- it . 1883.14 1930 1920 1910 1900 1890 1880 1870 1860 MENEMEMEMENSEEMENNMENNMENNWEEEMMEMEMEN EMENNEMMEEMENEE 1 r� ■ ENIENNEMENNEMEMEMIEINEIN MENNENNEMENIMEINEMEMMEMNINEEMIUMNINEMEN NEMMENNEME ■ MN MN ■ o�• iiMENNEMMENNEN NM =MAIM ii�� ■ MILMIIN ■ MEM IL (.3 MICHAEL' Slvu-SSi61f+ 28 C.w. +7f93 1930 l 1930 ■ ■ - ■ ■■ ■■■■ ■�■■■■■■ ■■ ■��1 ■ a - ■■■■ ■■■■■■■ ■ 19 5.2 ■■■■■■■■■ OC 19 5.27 I ■� ■ ■ TOC = + 1920 ■ _ ■■ ■■■■ 06.2r - r.0a 1920 ■ ■ ■ - 1910 i - 9D8I 1910 ■ 11 O 10c-= 90342I TM : 1909.p�1 :IL 1900 -■■■ ■ ■■ ■ I ■■ .. ■ ■ ® ■111 - L a t - 4 _ _ _ -10 -�-r 1900 1890 -I __ _ ■■ ■■ f.-111411111111111111.1=11811.111111111141,1��- I - 1 S i 0.0050 1 fi/F 1N�I�I , 5! 0. Sa O fT/F Fl{ _) OS.91 ■■ ■■■■■■ ■ ■■ '.. ��0050 ■ �■ 59 e Iso r /F 1 ■� �_ `W�J h • +9C 1890 . .... ■ .•F.8 1903.0.. ua1, ■ ` AS AIH ■■■ .:. .. .. :. \ 1 1 0Q Q I L +-•��■�I'.■ S 0.0050 i'/ i 1880 A SSUlE0 111111 Elly 190.32 SSOOE LL'V -1941.32 �■ ® O Sta Bu%d x-5 10 E0.00, fer4 lnler, 8'. A-5 f 70.0' Lt plan A43 -RB -9' r -a 0' •r ■ �, 0+-�� RAS AIN :yr. 6 r ,'. 1880 15 Bv;a 14"xeJ' yt.j_z or8-Sr/kiiot;4_4 Sform ff Serer. Pipe 06;not;,. t° Bui 15"x11' Storm Serer Pipe ® 1870 �� 1860 /net _,, 7,1- •3 1-d I - tl�! M CVD 1 i 11 R4 IMe7.-7-P'-8 d Outlet rim { in Combination r/Inlet y Sfa in YDNph9 !Mel 23+1? 11 00 J Rt' ■ 1870 ■ ■ AS$WE EL V 900 19 - llt"' j7EOD i7�� Br>ta C4rD r '=1" /nel,I Wit` •2 O Bu;a 14"x47'Strym-Se rlDe 4 { p" a r/lore pe n • • ig"cn tl 24'16 In0f 10� 6 ` a'. for r/pret a --P pe fn CVD nrer /OA 0"'F PlDM . IIJ-RB .Sto.1Ri�3?OOr?00' s eosp/-Plat-sc spec CpnDinOt'M fnet. 111111 L floc/ �'oZ;�il o^?Oe /0, Pion 435 R7 CovK -tieA 6 A/flel Prpr all, ;n tv4 fnel 9, d Ner 1 dI=J.Q' .or •root; In r70--- - ' 1860 =7"-Ya�;'0 X:5,.0„ - - .JJo#_m ■ IIIM ■■ F%u-J.0 B�5 0�. 20.80.00. Speo'of P10'? 20.0' Rt. /C Wet. I . 5to. 20.79.94 AB.B' RAL SI*JV l7' 8 m J RB } ?18. r8.. `; .. � ij�=� i I' 1930 1930 Sever ®: 914110 fypp d Owlet f . 30"419' 51'Cr87/lnfef . 'a COMinotIcp ;torn Sever Pipe M-L'trirlewerl• Inge! 7, F19 ■ ■ , ]or . tAca}.:spwx-P-,Pp� WI ret 1920 1920 I . , Bala Stcrm I 4 NM. I Outlet Mi p 8vgr76rM art Inlet In euro Inlet 0 1910 r1143'......... . ................ .... 1111. :::1910 1900- ❑ OC 190 O(7C . II01.6I-1 O ! -T09 • 1302.31 -70/ iii'808 I .•.. •• •iiii, IIII III: I[.. /900 1890 - - - _' -1-41------- �O�l• ENE :^ IM Imo - _.. -. ■ ■ I t r' �. �® 1F9f�R 1890 __I■I_ ss • ;• '� _ I 77.8 ,7 la _- I�I____ aR�T•�03 100 ��` (31"°5, 9 Y t 1 it - .39959 IB" Ft.-r-lae Save: sErE n>_ t _:I Za 1880 71 . 1895.35 42- taw sp., . ��■ FL .,-.. 69: . = 295.r.:t - ! h.- yes\. 85 s1 16 7:24 . .. 458418. ..:: . . ::: ■ .. .. .... .... . .. /880 ... .. ®Btoa.3Q' . <tOrm-SeWr RL .. • 1890 20 ■ I I /5 "x43' _. .. _ .. ... • .6/8 ;4/698 l• t ...... ...... ..... 1670 Type 1. 7 dfl0-svr or rr/lne7 cm retLp� 41 16st.. ? ® an.I10-.• - 08u;a Stam Sewer P%Oe Type 1. 7 o 8 r/!nrer %n CaM.no r;pr /me 8 d LLtrer .: .: .3Sn.[u.R :: .. ieA.]�.... . .•.... .. .... .: .. �•• SLl1. A.5 9 I6 'Ili. Y .0'1870 1860 {-WS' 1 3 Sfa 19+60.40. 24.5' %1 uomore 2. 5 f. Pion au. 1;11=A' .. .. .. .. .. .. Ili 1860 Build /80800re.- P/on 435 RI - - R=8'-7, Rine roe M. Cover Type A O Sro. 19.60.IX1. 10.0' Rt, Build Ca-.d%ndtiOn 1 _ _ Spec%0/ P/0, IC x_3 .8.. ,Inlet - - - Btn70 1270 XrI'6: 0.87719 CVD /glef A=3 74 9'�=: PIM ■■■� 443 RB • 9l MAI .. 1 O6 "-Sfa 18 OT,00, ?00 sod CVD !net, - I -X°5-6. A=5-9• -- Pon 44348 Y4K0'-'._- O St 7 &NO 5pec/o/PIM x.3 , 18 07.00. ?- (/9 ', CaMinoticr /MT, /7 �I -r1 I....I I 0'. � .. IW Gv l MMICH IHLI LEI 1' IP*& -5516171 29 C.9.12292 1930 1930 1920 1920 1910 1900 102. '903❑02� i 2 10c 1905.20 1910 1890 f- ---------_ - - 1880 Ft - 1 H9� p X0:0050.70, 6 18" AI6:;616E. 7/ L = 189106 11., t�30.11 01 - it 18 0.86 it 1195.08 1870 � $to. /8.07.00, 20.0' t1 8u1W CVO Inlet. Pim 443-9 X-5'-6". A -5'-r, 1=16.0'. 6 1860 8000 J0'xI53 Storm Serer Roe Iype6 t�L'. d ddo20i.10 M0 'd'OMf It 91: A1n410I 2.. 11 5 = b.0300 22/ ii 10 1900 Pl f: Y = 1896.15 5/0. 19.60.00. 24.5' Lt. 9u00 M0Yae. P103 435-8 H B'-2'. Ring Type l 1. Cover (Type A 900 07 890 ()Bullet 30"1120Star, Serer Ppe Iva 1.'1 or 8 r/1(Nef in CVD 'Net 9 d Outlet In Manta, 2. p79=. O•51.9.,-224010020.O4Lt. BNW Cwt.:oet P20 44. 1880 88: 1870 1860 20 1930 1930 1920 1920 T0c"+-'1908.U/ 1910 1910 1900 1890 1880 1870 1860 5 9-0.2112 17;11 13 Build 24"x25 Too I. Id d Out/e O2 P10e4'. Storm -$99V Pip d x(IMef 7n Clx0 free . 11 Vb Inks 9. 1900 1890 1880 1870 IWi3M' CHA6 S.. -55K I 1,1 C.M. 42292 1930 1920 1910 7930 1920 1900 1890 1880 7@P- -iees f7 -.-- =GOOD F'/7T 1870 1860 97,89 0.13 F�..= .4887.88 7F BuiA7 36'X4+' Storm. SewerRipe TyD4 3, Y/ fnbtl/n-Resin-Oehet-Slruofyy--d Retell . F10rp0 EMO Section on Outlet. Pion 10-R3. 8= mor Fill - 6 = J096.5 FL•+ -1 9t.5)- Sto. 20.6209. 131.2' Lt. 9utl0-8osarOutlet Se -ochre SPe41o1 Pion 8C. 0 6'-8" aC-1 - L "I'7,..S '19°..,12174 Q%®1T 96( 6.02 Al 174 AS�IWE El4 • 190388 ®l Bw'ld 8"x13' S1crm SBP' —. 7200 7 0r 8 r/l-1 }T CO 01,,gnm /Met JJ 4 arroi F C1r 1nlr 0/ ion II. Sro—W9J.00, ?00' [L • t i.�3.0?00` Rt. Erb loot. Pion 143-R0 8u./6/ Cab 3..ok n obit 1.5 A-5'-} PPLO' .WP!m '0P 191 .28 X 4 171 FT FE:: 7906,67 t: fb Aree Inlet 1 co /9447. 3. 1910 1900 1890 1880 3.:•r.Bt. 074 1870 1860 1930 1920 1910 1900 1890 1880 190 24 TO 1906'24 - F1 = 1301 61 FI 1870 1860 Build15" 13' St n Se P„..1394 1: 1 orb r//(lbt ld7.0 d Outb�n Curb Peet 36• ion 111.. Vo. 34 00.00, 10.0' 1. &FIO awe IMO. .to, 443 -RI A=5'-2'. 1,10' _ /n/4 t: /5 o. 34'p2_p,,0.. 200'R. 8u1l C04bino ion joie /RFmJeI Moo 70 �i :t89T is aola WiatiiiiiiienandE 1.11, 1!...28 4•Y. t0' ewer I3P4 7. 7'a 8 *Violet to . .1007;007 ®Rl� r hal Ste. 32 ,25. 0' 1 �� 770 C7• AD�.R ?5.. . ... EPocr8/ P , —Bm/d-800I _ tr. . 3-R. ■ .4•,5" X-5-2".'115-1 r+1..1 ®111 111•111111 • 1930 920 1910 7900 98.80 .Y. 1890 1880 16 1870 1860 WGA Mpph� MICHAEL! Slaw -5516111 C.6.m 1930 1920 1910 1900 ■ • �® 1930 1920 1910 C.013i FT 1900 1890 1880 I: MI= I MI ®® 1870 \Y Sta. •93.00. 20. ' et 8..Wa Cu* Inlet,3 .y s - : r5' -r: /�e4.0 1860 • ■ 111 NEM 1890 18 &el0 24)".r30' Storm Sever P1pe 1308...1._LOC ByllnfetJn C6cD1 /Ne ` 7/ 6 tune SI pro fib! • 16. 816 ■ MIN 1111 ION 1880 1870 1860 to 34.00.00, 20.0' Lt. A7r1r0; Inlet; Mal 443-88 Y-4.01 20 60014'x315' St0-m Serer P;pe Type 1-J or 8 r Ink 1,9 "er0 lobe - 96 6 Ambo♦ 1n VO 1roe 18. Fill 4' 1930 1920 1910 1900 1890 1880 1870 1860 MMI�Vn3IURICfiAM WL:..)MICHAEL srvu•55101 11 C.A. 42792 1930 1930 : -. -. .. _ 1920 1920 _. ;. ._ :_ : _. 1910 1910 .. .. :. _ :: ::_.. :.: 1900 • 902.90 1900 1890 1880 1870 r r _ _ -^ �-- - - r r 1890 :�■ ■■ ■ Q 5 •:0.0104 FT/eT iY 189:.24.✓ _ I .____L___*.------... _ _.— 1611 Sfa 37 XfSj Q, X•5� ?`. _ .::. ... cua ct �2 eFw uals 0 E EV r. _ 989 0.3) 15 0.0 00 FI/F1 __ - 1880 Ons ASSU9E0'E46 I .16(96.5` - 25.00. 20.0'.4 L A=5 2". YrIJ' Az6 ", yv4.). ... .. -65501 1870 ■■■■■ >`.a Btu 24"r225' Stern Seer 401._ _ 8 nleff nkft 8 C'jrD. reef /Mef IB. :. 16_ ® * 41 1. a �d :n are 8UJ/9. 24".rI67 loe 6 ly cr 6 OleJ In gaYpre_ Fi/I>I• Sierra B !Inlet Seeq" in _ I. P.' lei IB 1860 1.4' Ih4 ■ ■ -. 1 _ 1860 : . !. - 7 8 1930 1930 I .... - -. 1920 1920 _ 1910 +5.0.69 1910 ... 1.^,° - -\ -iii _.. ... ....... 1900 O ASG WFr lfet 169®. ..: � .: ... - ............................ .... .... 1900 -: '-----.---�---------.�---r- ---_--�-F-�----_.�.---- ---:-.�:-.�,® 1890 a 1890 H_ ■ ■ ■■■■ ■ ■ " _. 22 5• 0.0 r1/F1 __ 23 1 J O I 0201IEl 1 In. 18n.l1 11 1880 El. ' taa{ 1880 r SSU6CD E ION • ®■ : : 1870 22 8u58 24'x267' :lye I, �` 6 Outlet Storm Seer_ or 8 el nen Nen !n O51O8 4. Ppei 51 C !0 reef . . 1870 - 18 - - I 1 39.9L8. 23.4• P/d1 -3".. Rirp Type Ili U 435-171 /!/ 1-i ® 8007 24' .' Sfcr cr 8 r + in'E 'sfi 428-R3. Serer -PJpe nbJn 55l�5gJe Boo Culver 4 : 1860 A/61.0 Sto &,02110155010. Cover type A 1 S Outlet Pl0', Fill=j' . 1860 - - N =B _ 2 9 10 tl DETAIL OF TANDEM 72" LONG COMBINATION Curb Inlet Frome, Grote & Curb. Two Abutting Front View Scale: None Side View ao GRATE INLET Scole: None 74' 7n' 35 3' 4 An' 2 4i" 12 r 16' Inlet Connector Scale: None 1 Required ICM MICHAEL' C.M. •2252 TAR PAPER BOND BREAKER AANOOR D EEEN CULVER SLAB *STA. 16+60 — CONTRACTOR SHALL PROVIDE 18" DIAMETER OUTLET TO LINEUP WITH 18" DIAMETER INLET IN TOP OF CONCRETE BOX CULVERT AND PLACE A BOND BREAKER BETWEEN THE TOP OF THE BOX CULVERT ANO BOTTOM OF THE INLET. GRATE INLET Stole: None COMBINATION INLET SKEET 1 OF 1 SPECOAL PLAN 9© APPROA107E mm0x OF arm 9094 0U11.ET SMRUCAK 40 510491 SEL 94EET 2{13 t> 26.64 0n1:0ELOw 9107 - 1wr. S-0' .OE TOP 0fKM/ - IM. 6'-O' WOE /MN N / PM MICHAEL' 01918.5516111 I �*6 C.M. 47297 - -•TOP Cf BON- • �• W. 6'-0' SKIF EMIL MAC V T 0 5109 WENT Cf 6gt K B BASOTTO* p 2819.13 8001 RPRI0 COBOL APRs! 15•-0' 1:411:74 OF 909E1E960Z all BOTTOM- RFI1.*RA1ON TRDICM SEDIMENT BASIN & BIORETENTION CELL LAYOUT PLAN ALL COORDINATES SHOWN ARE TRUNCATED. FULL COORDINATES: 4428.•.e. E209t.w. LAYOUT LEGEND - . - U1915 Of CON5190C11.1 Miga COBBLE 4100001.0 FT�'bJ.2 ROCK ROW STORY PPE some PIL7161111041 1112.214 19/ SOLO WNL PSE SCALE 1": 20' LAYOUT, GRADING & BIORETENTION CELL CONSTRUCTION NOTES aiS BUILD ROCK RIPRAP - TYPE 13. STATION TO STATION SIDE TONS 19+82.51 TO 19+99.09 1.7 16 ® COBBLE APRON STATION TO STATION SIDE TON 20+75.74 TO 20+84.07 LT 5 5100079.(4(4 M t PM4w1,19 404. II6IRI41 I. 5an0/Ca.o.1 Anse.. 5044 The 00..044 .a N14 40Mam. to M. 7045.kp .9.d1400a.c -504 (by .o6*..) Fin. 50* 5.14 to p.m and hot 04 toxic matabb. 5004 *la mon MVO 4-4 a A5111 O-33 MM a pr. oho 040.07 to 0.04'. -505 (by .00 40.) OnxNe Corn90ee Us -Cm a. 4.004(4004 by the ay 04 Lire.'% compost boa17 Szabo! at 6601 Blue Roo.. lice6. (001004* 66504. 9710..: (002) 441-6102. of 00o-Q,o as prod.. A M. 4177 of O9d..'s oonpoN falai, 10004.4 a 15705 11o4. 144(4 8994. 8.9e w. 1100.0.44. 66123. 9640.: (402) 444-6665, or 099r0..4 e94.09m1 2. The .714/oo.o o 1 000.04.4.44 Ma be prepay 7.0.4 0407 10 (*0660.27. 91.719 Ma aaa b asp. 6100 .004 aq Sof.. obis..940 sa091 * ot44.091 yobad and a eons.. her 1. anon not aeons.. tqM. b 016.094 M7agM6. (70.46* Wm 40(70.10 aaNtM. b 000000. fans. ..11 co. roe cbn'Oe w fame 009.10 66* mtGp 00 not 471 0000010. 0 ma.. In wet 000 lea a Wdtfam Mot 3. Ora. motb7 Mab 46* a0.n at Mock 6 color and capable 04 .•0.10^9 poo 9.o.ln. 90 pram. 04 Me a ante mal1.0 Ma pa. 0 1-690. .can Moro 0414 to no 04.0.0, of Mons (1.... 71000..06. cal 0onbnwM 40) a other mot.* t040 to plant rods. 16. «9o. manor Ma b bra from ra.gn objects boor Mon 1 inch I OaMte. °pore meter NO 04en04,d s mix. 4.550060 64 add 09*. 4"410«1» (44.40-wf«a..d. i 94966ell NOPE ppmatter In I pollon ploy. loop to m m�aaarfor �a0 614 400.4000.4 440640. Swt«.... 90.«..: (600) 621-6115.0 1915. 91001. (677) 201-5242 or JBL Cale. P1..rw (600) 621-4404. or 099Mav4 .4A.dmt 5. Ba was 2' 69he6*1. 40 MC 600 oohs. ROb..4.pb . 6/E for p4ow0 WI oohs .0 to .041071.4 to Contra. cpm oPtamet 6. UNorbaa Pp.: 4• ao.9tse paraded. *nV1-.411 IOp. yips a mowfooWad 6y i.e.. Dna... S.W. Mons (600) 621-6710: 00 MDS. Re. (077) 301-52421 a 312 00pb. Pk. coo) 621-444. a appp.4 •9.A.a1.nl 7. Cramps A99..9dr. The dr... aeons. shall 0064071 to SWOR 1000(400940 for Can 479 r opprp0.. 6. 9664 fast cote. Owe 6400040 Ma be 3' to 5' 4bat6 torn. rhs0 rock Prod. amp. In No 9aan ca4dna fa Enpv. , I« 704.. 644 appro.. 9. 0.94.01 fabric .Id be e non -worn fwM-punched el« Id.6 Opt o0Nan. to 0S 1201. 0. A project pool 4.fno oo 4005*. Y to Mri.lw .09 wmpaclbn .64*. M0 e0rd.e.110.1 pon6*9 *100 b ors.. IOn9-tan. 6149«1071 sal.* the al N ..twat00 end 9ro4n9 atisIn tiorsonbon us as occur Is locos.012104. M. pont.. a IM 6104401071 40.4949 aeoof t.o operations. mto0 mold saroo4Oon of ...00l M so ..e s6. l6* sscaH 004900600 Mall b b ..5040*. Mot 6107110.410.. Mi0oeon bench M 4 stns. paw 01194.9 ....aloe wan o 0004 pressure of 5 1.61 0 Im. 11. Open comp.. of t.c0o**9 M. W.Va. Inf... vas . M. En9Nea Mas observe 9.. @Jao* can46on of M0 ...Ike Infl4Kbn trends 4,0 714 .a6y a ..049.046 489*00a4 0.4 b 04.09mt 04 41a*996 49019d4 and ...M.4 ea rats by Me Contractor. 12. Upon oppr0d of tabor.. condi.. 4,4 drate04 by the 0404.. install m0aa0'f..9.1.0. vas.. and drainage a99•Wa4 6 *508(44,0..Rn M. OroapA U.e m. to 9.044 0400909071 •111 . Ms 604a1*144. 006 13. 91oa .44/carpo.4 40440484 sod dbb. e4M9Uon War.. Oen. a nes worn 6' lits. Do not pea 0 800(4/carpal oust. est or sug9M Is fr.. 400041. a qc eWNy 10.6 0.614 .a4/40.M0a 0n.4(4 .a beyond 9.. papa.. Incl poo. to ...nods. a4 hod 70109. 1. Pomo. M. axed .a tot..ot.0 flan Iron e6* 12.464406 cysts.. So4R. IM .o4 w99 wale, 00.4 spraying.4000..9. Owing 9e .80 .a.ro4m process a rep 41... R Y y 910 satlernent obal be feed 09 stAme real. , fr. oalatic.01 coren.5 n. andca 44 �rw4 of sot Campo.. Mall new .Mncri1ed 135* an . Of pad M. 15. N .a,/0anpoa an24.4 eau beam. aaa0no«4 6y oonstr 09on Me runoff b/6* t6. 5666006871 41400.00• Ms cotan6 1*4 mated* Map be fen..... 004 *.1000.4 sun 71071-50ntornad.4 .aa/94010000 arm...04 a'0 98411010 cost le M. 040.9. e. Nebo. t6* 1671..0.47 of Me bast ntke 900 est auti4. of 16* MYtrotbn 0206 by raoNbq est ..1004 of t6* 40 onto to a a.m. 9-0006 bads. Mande unseen ata are a. spots. Remo.. a d.Ms. woofs. aW 0469009. plants 904 M.b rade frau ore to 6* 10.00.00. 17. Immo 01 Gia l.dbn sot Mob. of Ms 40009. bin. by stomp 0 Marrs. 2' deals 04 09900 nada to 1u easel of 04 ae. if o.pa. matter Into upper 6' of 109 Dy 49909. *904.9, a rdo-49649 00 d 49.0804 N oorganic mond 0. boa.. le. Ra. c.rono tr.09on f 4 4, 9 4,664610.1.00071 4 u.. 61not a a 0. 071 c40.4 w p �.rml9.04b 00046100900. ren*. asp .9.40000. from 8401000499 16* coir ala peemw*. 19. Pre to 66.469 and erasion contra buret 460900900. Me earM.04ar. 006 Ma 6. 4.40..4 ora appro.. 6y Ms Epin.e. SEDIMENT BASIN dE BIORETENTION CELL SHEET 1 OF 3 SPC CAUL L pailM 2© • / tempt atmsTaucrtdc - sEE.star 2-1.13 MEM ---0001 sSS IV' TX. Or NM I)LNLv3MIICHHAB I Ssv."A-Ssis111 '.99 0.0. 10292 .a �c�a..��.i15L+. , /rf///r t/.wii /,.i��i a" �iWte... G ... iiiiiiroi r'.' ///f � // %/%/-## / ///' %//f /I° .. ::• A:;*,.. `e!r/f'//i' 4:4 iiia %#:•,e / - / / 56fc/ / .I�///A.A7/////O/.0WILIv`Ip' 1 ' :S?�iJf/ �f/ter` ,,r- - ,r # /r "Ad .4_ .4, / 1 .. ' i.�_.,_, �'/• // ./ .,� moi,, ? . IIsi// . t��F .�/� / ///�c es � moo///i/ i 4. i �.".''�v'i0�% ��%�� (..":" f��./�' ��%'I��/ dryer trhir �j/4��/s%��/�r"�IP�� S� I11°I� i�rr� I ir.iscsisou/�j'v=9////s:41iiii�iii/s/iii////s/o/...... rr / . II TCP 0DOW /109011 COMM DOTING - CLASS ',D' SLY FENCE AIMED TrpLi MSS ID' 1.3 989 —1909 1901 99 2 19 AN SEDIMENT BASIN & BIORETENTION CELL GRADING PLAN GRADING LEGEND ECEEEDE IE'TTSESTI URL 1R ,An OF CONSTRUCT:* CRALE EIEVARON TOP OF PMT SURFACE 0EVA1100 CF 0OREIDR10N MOM SOL aOEROR90 MEAT 010909 3 WERT 0EVATON SUMACS 0EVA1)00 Ci OvERSL 9 ger 1RCERERAIN SLOPE 0 PAG.9R1N SLT FMCS MEM E.w`e I • • • I COOKE 07909 ROCK RSRAP SmN PSE E ROSION CONTROL woo; - PASS 'ID' E R090R CONTROL w111$0 - PASS '1i 101010[0 NAMED SCa Rit.TRarON 103100 0/ PE 01001 0 PSE San TAIL PSE SCALE 1": 20' -X- BUILD SILT FENCE -LOW POROSITY STATION TO STATION SIDE LF 18+57.55 TO 23+47.81 LT 625 20+79.82 TO 20+97.45 LT 35 ®BUILD EROSION CONTROL -CUSS ID STATION TO STATION 19+12.78 TO 23+49.02 SIDE LT SY 4000 EM. BUILD EROSION CONTROL -CLASS 1E STATION TO STATION SIDE SY 19+27.76 TO 20+12.08 LT 330 e BUILD BIORETENTION INFILTRATION TRENCH STATION TO STATION SIDE LF 20+93.99 TO 22+86.30 LT 195 — BUILD BALL VALVE & SOUO WALL PIPE STATION TO STATION SIDE LS 20+64.69 TO 20+93.96 LT I-1 BIORETENTION ROTO11LLE0 AMENDED SOIL STATION TO STATION SIDE SY 20+89.99 TO 22+96.45 LT 830 SEDIMENT BASIN & BIORETENIION CELL SHEET 2 Cf @l?I ©DL all P1,/ 2C =DINO TYPE 13' i i' 5015 Or C012SIR11CLON =ONG TYPE 'A' SEEDING PLAN SCALE 1": 40' SEEDING LEGEND INET Or CONSTR T:PI SING TYPE •A' =DWG TYPE 'r BIORETENTION INFILTRATION TRENCH SECTION SCALE 1/2"= 1'-0" SNmort BSN 1RANS11IaN 8 BIORL1D1mN CCL ORmemo cam 01 comas - M 000011U ra O• TTP. 8010 PCS w. 22 =PE TOP 0r COMES O GST DO - 1880.00 TOP 66 660010 SUM. - 109535 60.6601. IP. wnno-Tro. MOOED SOL zTIggtr ,L�$ 4n'�C 9I1::";'villi.F33R7ioLC"."` iiii'd'.•Rn°rn g'xn26 _ _, _._ �ienvR !4 �_ WE a NEMER 1889.65 0000 DOSICr1 CONMOL 110000 10 875E Of COB .E N200i - 118. 8000 DCS 0011 GDS - m. BOM DCS COBBLE APRON LONGITUDINAL SECTION SCALE 1 /4"= 1.-0" 2" BALL VALVE W/ CURB STOP SCALE 1 /2"= 1.-0" FLARED GD WET" SEC0011 ICOR TOE IT WRAP ROCK RIPRAP NO SCALE = SEEDING TYPE -A' STATION TO STATION SIDE AC 19+12.78 TO 23+49.02 LT 0.71 SEEDING TYPE '8' STATION TO STATION SIDE AC 20+89.99 TO 22+96.45 LT 0.20 M idW MIR H IEL 57P*A SSI6121 1 M SEDIMENT BASIN & BIORETENTION CELL 5NEET 3 a3 C N 2291 9 3 -:i // �/ _ (a MICHAN.I 5 5516,7, C.N. *2280 / // / // / /1 /1 /1 /1 /1 /1 /1 1/ 16 STA. 16.00.89. 20' RT. TCVucPT i •ATFR *AIN CONNECT 81TH RESTRAINED COUPLING E. 12th Street STA. 16.20.63. 20.00' RT. 10"-45' BEND E -164. OS 20' LIMITS OF CONSTRUCTION 15 1.6 10" WATER MAIN STA. 16.30.58. 29.96' RT. 10"-45' BEND. I.E..1884.05 ROTATE BEND UP 22.5' ROTATE 8END DOWN 22.5' 17 STA. 16.99.43. 21.13' RT. 10"-45' BEND I.E.71889.05 STA. 17.19.43. 21.43' RT. CONNECT TO EXISTING 10. WATER *AIN 15 LF 10" WATER MAIN 5TA. 16.90.58. 29.99' RT. 10"-45. 8080. , I.E.A1884.05 .� ROTATE BEND UP 22.5• 60 LF OF 10" MATER MAIN WATER VALVE 8 CONNECTIONS STATION SIDE OES44147I011 16.00.89 20' RT. CONNECT TO EXISTING 70" WATER MAIN CONNECT ■ITH RESTRAINED COUPLING 16.20.63 20' RT. 10"-45. BEND I.E..1869.05 ROTATE BEND 00.N 22.5• 16.30.50 29.96' RT. 10"-45. 8E80. 1.E..1884.05 ROTATE BEND UP 22.5' 16.90.58 29.99' RT. 10"-45. 8E80. 1.6..1884.05 ROTATE DENO UP 22.5' 16.99.43 21.13' RT. 10"-45' BEND. 1.2..1889.05 ROTATE BEND UP 22.5• 11.19.43 21.43' RT. CONNECT TO ExIS1ING 10" WATER MAIN CONNECT 73176 RESTRAINED COUPLING. PROPOSEO!SANITARY SEWER PER HASTINGS UTILITIES - " --'- Rr60C*9I0N PROJECT 83. OTHERS 10" WATER MAIN SUMO TO 51.7101 510E LIN 7T. 16.00.89 - 17.19.43 RT. 130 NOTE: ALL WATER MAIN FITTINGS AND PIPING SHALL BE RESTRAINED JOINT DUCTILE IRON PIPE SPECIAL THICKNESS CLASS 52. 37 Do r46 SCALE WATER MAIN RELOCATION SHEET I OF 1 WEI0AL= PLAN 3© s't eig 16 Elev.•188905 Sra 16+75.50 Offset 25.17 Rt. Elev.•188895 Elea. -188905 Sta 16+60.7! Offset 33.53 Lt. 25°00'0" Sta 16+75.07 0ra5cr uw Sta 1702275 Offset 5203 Lr 17 / 90°00'07' Outlet Structure See sheet 4 of 7) f Sta 17+4275 Offset 52.03 Lt. al 51ev.-7888 70 Relalning Wall Elev.-188895 (see sheet 5 or 7) P6rmkyble COAStruCtion J0101 5' Min (Typical) Elea. -188905 18 Sta 16.60.00 / @ 5 12th Street Offset 2050 Rr. f Twin 10x6 RCB / (See Beet 2 of 7) / 6 Box Culvert 25000'0• _. - / Sta 16+4802 o Offset 58.00 Rt. W / ELEV.-189000 ti 40°00'00" 80°00'00" 1Net Structure (See sheet 3 of 7) i PLAN VIEW = 10' Sra 16+4802 Offset 8600 Rt. —A / 67'-0" 186'-0" IW0.b1M1CH21 S71,5. S5E. 00 S'WC'WK •e. U1I45016.5 - NOTES - 1. The 60x avert and retaining wad are designed for HL -93 dye load. 2. All concrete shall be crass 478.3000. 3 All reinforcing steel Shall conform to the requirements of ASTM designation A-615 Oracle 60. 4. All exposed edges of concrete shall 6e chamfered. 5. The minimum Covering. measured from the lace of the Concrete to the surface of a reinforcing bar, yell be 3 !IVIES ton 60,5 /ear the underside of Culver? floor and wing footings, 1l2 inches for skew bars at parapets, and 2 incne5 for all other bars 20-0" ,RNarmng Wall it—Elea. 1688.70 37'-0" 1 37'-0" 1 h - I 6 35° bend 12:0 Street — Ver. 1880.70 Elev. -1889.05 Elev. 1890.00 28.-0" 17-0" 9'-0• 9'-0• r-0" Outlet Structure Twin 50x6 RCB x 138'-0" SECTIONAL VIEW A -A 1Me? structure r\- Elev. 1894.50 REINFORCED CONCRETE BOx CULVERT & RETAINING WALL LAYOUT SHEET I OF 7 SPI ©OZ L PLAN 46 PLAN VIEW is 2'•6" 6 Beam 10 060)6' 5.060)6' TOP SLAB Beam 060)6"—\ 1 15-060)6' 'T l i 8011011 SLAB SECTION A -A 1/2" = 1'-O" -HORIZONTAL BEND NOTES - I. Spacing or Transverse Slab ars snarl a measured along waterline of culvert. 2 Relnforcing 1n the bottom slab l5 t0 be pissed 1n a pattern similar to that used In the 100 5104 3 wall and Corner ars (not shown) are to be spaced the sale as In a normal section of 11* culvert. 4 Longitudinal ars (not shaken) shalt be held bent 10 conform to the deflection angle and continued through tie horizontal bend --I--1M-- --- 4— — —'40.1•111=1- - _MIII.NE-- _—r NMI— INE 1 I Mil tZIN VW /= MI AMEN --I-- MINIIMIPIMIIMIMI I•MMI—M\--- 8" SLAB OPENING STA. 16.60. 19' RT. •� u . •l IM m 4••• TOPE MAT PAND BDTTCMHMAT 2"• res (7'-5" to 2'-5") 8" b �Q Culvert 22'It�tY 10'-0" 8"—‘ 10'-0" 4' 1 4' 06 0) 6' 05®10" - . - . . . 1 p Optional 04 0) 12" Construction Joint ► a4 0 12" i.g' thp7 ry*4 0 12' 04 ®6" hi` L1 x40)12' COnSlruCtlprl Joint 13, R ILNG:ri MIICHAAHL Stou 55P6`l1 1 59- <.h. .t152 Sims<11/IE 60. un45016A5 e" 1'-0" 040)12' SECTION THRU PARAPET @ OUTLET 1/2" = 1'-0" SH006. BOTH FACES WALL OPENING 24" RCP SKEWED TO MATCH STORM SEWER ALIGNMENT 1'-6 TYPICAL SECTION 3/8" = 1'-0" J'm 1 a4 0) 12" Ii 04 0) 12" J'4 06 0) 6' 2'-0" a4®12" 060)6' 7y 2'-6 - GENERAL NOTES - 1. A formed shear key 15 not required at a Construction joint when the Mall 0060n055 15 8/5 Inches Or less. As an alternate. the Concrete between the vertical wap bars Shall be properly edm5Cled and left rough. 2. Transverse arra ars, except skew ars. 5011 be placed norma t0 the Centerline Of culvert. Bar lengths sWl be adjusted to fit sewed carrel hos 3. Longitudinal bars In box culvert shall extend Into wing wails and apron Fled Dena as required. 4. No. 4 ars In paepets 50011 be fleld bent ave extended into wingwails Reinforced Concrete Box Culvert Class 478-3000 Concrete for Box Culvert 401.7 CU 70 Reinforcing Steel for Box Culvert 70.872 1.8 SECTION THRU PARAPET @ INLET REINFORCED CONCRETE BOX CULVERT & RETAINING WALL BOX CULVERT DETAILS SHEET 2 OF 7 SL°PC ©1t L PLAN 4C 40°00'00" 24'-25/8" Std 16+4802 Offset 5&00 81. Ste 16+4802 Offset 8600 Rt. N PLAN VIEW I'-0". X -O" Elev. 1900.00 04 bars ® IY (EF.) 2 r4 bars 114 L Bars ®1Y EF ) 80°00'00" r4 bars ® 12" (0 F. -0 EXTEND HORIZONTAL BARS 2' INTO BARREL WALLS VIEW C -C 1/4" a 1'-0" - NOTES - 1. EF. a Each Face 2 For a 01801lc Treatments. see sheet 6 of 7, Eley. 1600.00 Elev. 189000 IWG.JMICCH ELI 00200-e5+Nri I v 20 C.M. 12242 28'-0" 2.0" ml— 64 L Oars ®(2" Eleo. 1891.50 114 bars ®12" 7a 2'.0" 94 L Kers ®/2" I',p Elem. 1860.50 � 9.-8" 1 ENv. 189400 --, 44 bars ®lY .2..F1 4bars CO IY 'o Zn 12-0" 9'-0" e'-7 r4 bar ®12" 64 bars ® 12" (Tyb) V-0" I'-0" SECTION B -B 3/8" = 1'-0" VIEW A -A I/O" c 1'-0" 41 bars O 12' /4 bars 0 lY 376 I n EXTEND HORIZONTAL BARS SECTION D -D 2' INTO BARREL WALLS 1/2" c 1'-0" REINFORCED CONCRETE BOX CULVERT & RETAINING WALL BOX CULVERT DETAILS SHEET 3 OF 7 14 bars (on slope) MI bars ® IY SPI COAL (PLAN 4C 64 bars ® 72" (Tya) D B / - Ste 17+22.75 Offset 5203.Lt S1a 17+42.75 Offset 5203 tt. r II PLAN VIEW Elev1903.00_\ Elev 1888.70- J/j EXTEND HORIZONTAL BARS) 2' INTO BARREL WALLS E C v 1 A J /— 44 bars 0 12" (0.0.) 84 t per ® 12" (E.F.) 04 bars 0 12* (E..) VIEW A -A 1/4" = 1'-0" 01ev. 188870 23'-1%b" 2r-16" 0" __._F 2 - ra bars 44 pars 612" (0.0.)—/ a 04 L pars 0 12" (0.0.) 1 I —1- 1 - F 04 bars 0 12" (0.0.) VIEW B -B 1/4" = 1'-0" 20'-0" EXTEND HORIZONTAL BARS 2' INTO BARREL WALLS ILJ(.L.2 MICHAEL' STP/4.-55M71 C.N. 42212 04 bars 0 12" 44 pars (00 5101,e) r5 bars 0 12" 04 bars 0 12" (Typ.) —J a5®12" Elev. 188870 —\ SECTION C -C 3/8" i'-0" 3" Elev. 1903.00 5,4" SECTION F -F 1/2" = 1'-0" - NOTES - 1. E.F. • Each Face 2 FOt aesthetic treatments. see sheet 6 of 7. 041 bars .12" 21-�� Elev. 189800 rEla. 1888 70 Elev. 188870 VIEW 0-D 1/4" = 1'-0" REINFORCED CONCRETE BOX CULVERT Z. RETAINING WALL BOX CULVERT DETAILS SHEET 4 OF 7 SPCCOQL PLQa 46 Outlet SIr Expansion see 091011 1 L 67 0" — A Sta 17.42.75 Offset 00.09' Lr. Ste. 18+0975 Offset 40.09' Lt � � to o / :tore— ant. 10 ties Sheet. 14 U-xrs 0 12" in Shear aey 1'5 04's ® 6" (top & bottom) A PLAN VIEW 1/4" = 1'-0" 7'-0" ELEVATION VIEW I/4" = 1'-0" Concrete Retaining Woll Ise. 1903.00 Y Class 478-3000 Concrete for Retaining Wait 126.76 CU YD Reinforcing Steel for Retaining Wail 13,701 LB `U.`.Gv1MM1C11ABLI :x C.M. 57290 - NOTES - 1. For aesthetic treatments see sheet 6 or 7. 1300 Culvert Weralnl Wall 1/2" Waimin0u5 Joint filler 1"0 x 10" pipe 06x1'-6"Woes ®12"arS. plug en9 EXPANSION JOINT DETAIL NOt tO Score Near fax Nes 61 6" 04'5 ® IY Continuous pea gravel Oraln t0 within 3'-0" or end Of wall. 1 1/211 ace 0IC-0" Ctrs. Elev. 1888.70 Ib04 gavels @ 12' 04's (fp iry 1'-6" 84 U -bar ® 12' 44 bars (70) a7's ® 6- w/ a7 OooNs • 6" If F.) 6'-3" 14's ® 6" w/ 04 Owlets ® 6" (NI.) — 19 04 Oats ® about 12" (each fax) 15-14 bars to I. 14 U-xrs 0 12" in Shear aey 1'5 04's ® 6" (top & bottom) ELEVATION VIEW I/4" = 1'-0" Concrete Retaining Woll Ise. 1903.00 Y Class 478-3000 Concrete for Retaining Wait 126.76 CU YD Reinforcing Steel for Retaining Wail 13,701 LB `U.`.Gv1MM1C11ABLI :x C.M. 57290 - NOTES - 1. For aesthetic treatments see sheet 6 or 7. 1300 Culvert Weralnl Wall 1/2" Waimin0u5 Joint filler 1"0 x 10" pipe 06x1'-6"Woes ®12"arS. plug en9 EXPANSION JOINT DETAIL NOt tO Score Near fax Nes 61 6" 04'5 ® IY Continuous pea gravel Oraln t0 within 3'-0" or end Of wall. 1 1/211 ace 0IC-0" Ctrs. Elev. 1888.70 Ib04 gavels @ 12' 04's (fp iry 1'-6" 84 U -bar ® 12' 44 bars (70) SECTION A -A 1/4" = 1'-0" REINFORCED CONCRETE BOX CULVERT & RETAINING WALL DETAILS SHEET 5 OF 7 WWLC 1\L ELA 4© 6'-0" 6'-3" (4'-3" SECTION A -A 1/4" = 1'-0" REINFORCED CONCRETE BOX CULVERT & RETAINING WALL DETAILS SHEET 5 OF 7 WWLC 1\L ELA 4© 1111110111 I1111111111411111IIIIIIllll IIIIIIIIIIIIIII IIIIIIIIIIIII 11111111111111 111111 11111111111111111111 11111 '111 FelalNnQ Wall SECTION 8-8 1 1/2" = 1'-0" ILP ( MIICHHA$ I Slept-ssistn �)� .a. 41292 - NUIES - 1. Use form liner on exposed faces of headwall. *Inc/wells aid inlet structure steps. See Special P009191ons 1111111111111111113111011#14M1111411111111141111111 111II11III111111 IIHIIIll111111111111I1�.111111 111u11111 lllli1111111 11114N11IIh South WIf0 V aIl OUTLET ELEVATION 1" 5' II 1111 111N1 IIIIIII_I IIII IIIIIIIIIIII IIIIIII_ B teller strip West Wing Whit 1111 '111111111111III 1111111111111111111111111111111111 VIEW A -A 1/2" = 1'-0" Head Wan INLET ELEVATION 1" = 5' EGENO Hese Wall II 1111 111111 1/11101111 1 11 11 �A I A Eat Wllp Wall AREA FOR APPLICATION OF FORM LINER, SPECIAL SURFACE COATING. AND ANTI -GRAFFITI COATING North WlnQ Wall SPECIAL SURFACING COATING ANTI -GRAFFITI COATING 268 50 10 268 SO YO - REINFORCED CONCRETE BOX CULVERT & RETAINING WALL AESTHETIC TREATMENTS SHEET 6 OF 7 ©PGCUt L PLAN 4© See HaldraN Caner Details See Hendren Corner Details \17-1"I 6'-0' 17-0"7-0") 6'-0" 17!" c v a n OUTLET WALL NORTH WALL HANDRAIL LAYOUT - OUTLET NOT TO SCALE 5 6'0" 7-0"'� -0' 6'-t" 5' I I I I I INLET WALL t 6,0 6'-0" 6'-0' 6 -p 1 6.0" 1 6"-0" WEST WALL ➢ 1'-1 UY 6'-0" I 6'-0" I 6'-0' I 6'-0" (-6"I ➢ o ➢ o_ EAST WALL HANDRAIL LAYOUT - INLET STRUCTURE NOT TO SCALE 4" X 6" HANDRAIL POST 2" X 4' STEEL TUBE RAIL 111111 f' x r STEEL TUBE PICKET ALL PICKETS SHALL BE VERTICAL TERMINATE FENCE PANEL WITH PICKET HANDRAIL CORNER CONNECTION NOT TO SCALE 7; OUTLET WALL HANDRAIL POST SOUTH WALL OUTLET WALL - EAST CORNER OUTLET WALL - NORTH CORNER INLET WALL INLET WALL HANDRAIL POST WEST WALL HANDRAIL POST EAST WALL INLET WALL - WEST CORNER INLET WALL - EAST CORNER HANDRAIL CORNER DETAILS NOT TO SCALE 6'-0" NOTE: The stud concrete Emboss shell be stalaless sleet en0 neve 8 minimum /6iout strength of 8000 Pounds based on 4000 psi concrete. 4"22"X5'-6" STEEL TUBE RAIL l"XI'X30 %2 STEEL TUBE PICKET 4'26" STEEL TUBE W/ CAP - CONT. WELD CAP ON TUBE 8 GRIND SMOOTH CAP RADIUS AT CORNERS TO MATCH TUBE RADIUS 4" O.C. - TYP. 31/" - WHERE RAILING PANEL ADJACENT TO POST BOLTING OR WELD POINT FLANGE 6-X12"146" STEEL BOLTING FLANGE - CONT. WELD TO STEEL TUBE 8 GRIND SMOOTH REINFORCED CONCRETE WALL IIALv.1 MICCHAHLHLI S18c.x..znz ( I u6-SSf6 NOTE FABRICATE HORIZONTAL RAILS OF RAILING 70 BE PARALLEL 70 TOP OF WALL HANDRAIL ELEMENTS SHALL BE POWDER COATED IN A CONTROLLED INDOOR ENVIRONMENT AS PER THE SPECIAL PROVISIONS. i RO RADIUS O�ON CORNERS - TYP. P -Ir SOUTH WALL HANDRAIL POST RETAINING WALL OU LET WALL - RETAINING WALL (IFTAIT A Y FROM INNER EDGE - TYP. 8"- 16" BOLTING FLANGE SECTION HANDRAIL DETAILS NOT TO SCALE REINFORCED CONCRETE BOX CULVERT d RETAINING WALL HANDRAIL DETAILS SHEET 7 OF 7 S PC 60AL PLAN 46 8" A� 4'-0" No. 4 Oars "b" at 12" callers 50 ti REINFORCING STEEL QUANTITIES CONCRETE Itu Yat Relnf0rUrp Steel moo Cos' Iron Covers ane Frames tle.1 Bees "o" Bora "0" Bars "o" 8ors "0" 8ors "e" Bees "f" 80rs "o' No. Ft. In. No. Ft. In. No. Ft. In. No. Ft. In. No. Ft. In. No. Ft. In. No. Ft, In. 38 4 10 16 5 2 8 6 10 16 4 10 4 4 10 1 21 0 1 17 0 2.855 516 125 *fly • • No 4 ears "8" at 12" centers Al PLAN VIEW 3/4" r. 1'-0" No. 8 ods "c" each corner (typ) it■� iijia imonvi LbET-7,=1,„„ No. 5 bars 'a" at 6" Ctrs. SECTIONAL ELEVATION 3/4' s 1'-0" See Oehal! on this sheet. Na 8 bars "1" No. 4 bars "0" at 10" ars (Tye.) No. 4 bars "b" ar 12" Ctrs (Tye) Const. Joint A� No. 5 bars "a" at 6" Ctrs Na 8 bar"g" N0. 8 bar "f No 4 bar piece as shown (Typ.) PLAN OF COVER 3/4'. 1'-0" DETAIL AT PIPE OPENING No. 8 ears "1" earn corner (IPP) KM MICHAEL' e,444 -55,W, CA. 4292 - GENERAL NOTES - 1. Alt concrete used shell be Class 478-7000 2. Concrete shall be paid for under the Item "Class 478-3000 Concrete for Inlet and Junction 805 0 Ali relnforGrp steel shall conform to the requirements of AS. T.M. designation 4615 or 4617. wade 60 4. Reinforcing shell be paid for under the Item "Reinforceing Sree! for Inlet and Jundon800. 5. The Cast Iron Cover and Frame steeli conform to the Sian:ard Specifications and Standard Plan No 443-88 end shad be paid for under the item "Cast Iron Covers and Frames". 6 field bend and/Or dip reinforcing to dear pipe and menvde Openings 7. The diagonal reinforcing ears placed wound ape and aWhe/e Openings shan not be pard for 05000117, Out shad be Considered subsidiary t0 other Nems for *NO payment Is mage 8. The minimum corer measured from the face of concrete to tie wrens Or any relnrontln4 bar shad be 2" unless otherwise shown No. 8 bar "0" No. 5 oars a" at 6" Ctrs NAM! 14 - No 4 bars "0" at 12" Ctrs (Tye.) No. 6 bars "0" (at open Sias 004) DETAIL 'A" NOT TO SCALE 3/4" Chamfer (Typ) No. 8 bar "r 3" Radius (Typ) No. 8 bars "c" AREA INLET WITH OPEN SIDES SHEET I OF I SPECOAL GFPLM 1 SC 16 22'•0" B" 10:1:(3 MICHAEL' Si u-55" o. i K C.M. "22$2 PLAN VIEW r = io. BIAXIAL GEOGRIO MESH J TYPICAL SECTION NOT TO SCALE CRUSHED ROCK FOR BASE COURSE BASE COURSE FOR BOX CULVERT SHEET 1 OF 1 Sp1COAL PLAN CCS 7I t HYDRANT AND VALVE DETAIL CONCRETE THRUST BLOCK DETAILS 440>bw(1caA••w0r240 a.1••6.a 0040 . Nov 4••• 6,•401. ..y7608n7ma6e• 600140 tome tIML 040010r4n0•44 4004A•10440.0 CI. • talL TYPE II BEDDING -DIP WATER MAIN IMnA6R03[F.LOMICHAEL!00161I1 { 4 . •2263 THRUST BLOCK DIMENSIONS 6631100 MT 6$ 760 .401101.10 4000, 00(300 100130• 700(4010 30001 60027.16 100(46.0 1001460 400(000 0000,6 0060.0 30000100 000(6100 (00100, 600306 1000.,10 300(700 200(700 200(6100 0016.10 13606«, 300(000 AGO 00A0 30016100 6036nM Mown, 3Go(0,in 30041,0 30010*.* (200.,.40 16(0000. 400020.0 0620173 200(WO 1100.00 76(1677.70 4040100 4.0,0 20. 20017010 7(00.00 2000600 40002010 4000100 300(0,0 76(10000 24800,11 4000400 400040, 3030000 701400,0 20(70301 4000.4010 000 0 00,0 3000.100 1114611.0 3610400 600030M 6C0 0 7001 3000.1010 1003e,M 4200060* 0600.7010 0000.70, 6000200 2480601 400410.1* 6000160 600060, 400010,0 2480006 c. WATER MAIN DETAILS SHEET 1 OI 1 W E ©OGU PLAM �C� REINFORCING STEEL QUANTITIES CONCRETE Icu. Yo.1 Relnraolnp Steal ILD.1 Covers ono rromes 115.1 Bas "o" Bas "0' Bors "c- Bas "4" Bas "e" Bors "0" Bars "0' NO. Ft, In, NO. Ft. In. No. Ft. In. No. Ft. In. No. Ft. In. No. Ft. In. No. Ft. In, 38 4 10 16 5 2 8 6 10 20 4 10 4 4 10 1 21 0 1 19 0 3.777 593 125 8" A-1 4'"0" Na4 IY6arsors at cant 30 N0. 4 bars "0" at 12" centers Al PLAN VIEW 3/4" = l'-0" No. 8 Oars "c" each corner (rya) rrNo.6bars"e" apea 011 sides 1111E111.11r IA■�I��1.I� r Ij%%�%`I�. I.U.i 1111■■1111 Eigluz.LouI,■_I-_.ii mimv No. 5 Darr "a" at 6" are See Detail "A" on this sheet. Top Elea 189817 Elev. 189658 No 8 bars "0" No. 4 bars "0" at 12" are (719.) 3, I-1/2" 010001e( weep holes on south face of structure 190 4 bars "0" at 12" etre (Tap.) Const. Joint Satan Eley. 1891.5 Baton E ev. of Sediment Basin 189325 SECTIONAL ELEVATION 3/4" = 1'-0" Al N0 5 oars "a" at 6" ctrl 8 ripasmem- 111■■■■■■■111 IM■■■t■■■MI 111■■■WO■■111 IN■r' '\Pw111/1r lurk A� No. 4 to p1ace0 as shown (Typ.) PLAN OF COVER 3/4" = 1'-0" No. 8 bars "c" each corner (tap.) Corer and Frame DETAIL AT PIPE OPENING 3/4" = ('-0" 'NM MICHAEL! 010u-5Lar , j ," 4$ 0.5. 45003 — GENERAL NOTES — 1 An anew. used man be Ciass 478-X00 2. Concrete man se pato for under the Item "Clens 47B-3000 Concrete for inlet and Junction 80+ 3. All reinforcing Ste! sinal conform to the raqulreoents of AS.T.M. 0esl0net/On A615 or A617, Gracie 60. 4 RelMacJng shall 0e paid for under the 1Nm "RelMorceng Steel for Inlet VW Ja ffan Box. 5. The Cast Iron Cover end Frame shall conform to the Standard Specifications and 5tan4er0 PINI NO 443-R8 and shall ee paid for under the Item "Cast iron Corers we Frames 6 FIND bed and/or clip reinforcing to clear pipe and manhole Wangs 7 The 61098081 (enforcing oars placed around pipe 900 MMM01e 0pen01gs shall net be 0910 fa directly, but shall 0e Considered sub510iary t0 other Nems for wnlch payment 10 made. 8 The minimum cover measured from the /ace o/ 0000,0,0 to the Wee of any reinforcing 0a/ shall 0e 2" ume55 areevese shown. Na 8 bar "0' No 5 oars a" at 6" pas No. 4 bars "0" at 12" Ctrs. (Tap) DETAIL "A" NOT TO SCALE 3/4" Chamfer (Tye) N0. 8 bar "f" 3" Radius (Typ.) No. 8 Oars "c" BASIN OUTLET STRUCTURE SHEET 1 OF 1 SPC ©UQL PLAN SC 401 Jr, No. 6 oars "0" o"(01 open sides only) iI DETAIL "A" NOT TO SCALE 3/4" Chamfer (Tye) N0. 8 bar "f" 3" Radius (Typ.) No. 8 Oars "c" BASIN OUTLET STRUCTURE SHEET 1 OF 1 SPC ©UQL PLAN SC General Legend CUM Mai Man Water 1NrM0. Santry &Thor Maw T Une.rpoo. TnNpwn• 0.00 f.— 101000.100001 000000001 uwe.loala Boomo.I Cot. uneava.m D00000 Saone 001,.0..0 Fbcnco•Cod. �1».. an..rtow.. U0e0wnd Cabo N —•—•—• 0000pcv0 Ca0N TV Soon. DOW. Slam S.we C.oleoo.. TO... Trunk Ole. It 17Io 24. OOT.• 201' General Notes • Nov 0.000 ▪ AN. • Now Va.o S0op0c0 -0 &w.,.tit. Mleran Neo Fr•MA-a0n1 0.0 0_80 O am. Manna. • Now Mend. • 000040 • a.peoty f Poured I 0.80c01 • G. M.. O Tolepn 10 Po0000 T Thaw VW. Hoe .v.rvr..n Tr..e Qt Tl- Contra.. wa W noporoel. Io noMlrq to ON Soon 1700.00000 ON1Co /11401-23.1 aro aN COmmonitabOne Cm.0r al401-2JM for 0. 1.000040 0104 Cloatp0 8o00 0100.000000. 2A TM Cava. w. to too:or . 0000404..0000*W b 000000. of. 011900.00001.00500. ACoo.. 0ieeurq is Sob. .04 sod pa... won . bob 0400.00 N .Nn. 0. 000 woo... NM peps a 00000400 O.bn nnl0 00,x..1. AIto Co...w.toraporoWN10.«.0ee.ea"lode NMOsow unY.0 ofte * rote. ATW Cay.ob w. 00100000000100 000.044001 W Oa• on 0Aewirw atom in ASono. oo.tao atoae.u..r.oM anew. 0.010.0001 .r..w pow lo•ny Aa 004000 e10 0004000 a 000000/ 00005 50M0400 span VI 0100 meow on 'Uniform Tree° Cara O.w0a. • Aa00n.o. le..t w. awi bo 0.000.0000 AWWA Cl10 e0 C1521a Woo vow... 811 -e- 14..0• f. CHOW. HASTINGS UTILITIES Hastings Utilities 2012 Sanitary Sewer Improvement Area SW -289 NDOR Project No. STPAA-5516(7) CN 42292 01000-511600, 012 Relocate San. Swr. 121h St. & Elm Ave. SR -057 uia 11111 f rlr;- ... .�I11u — t=Impii 11111 cl II k .T4 IrI 111111nt: _:111111 i 1...T liI�IMmull IJI IIIt r=1"1ni! . 1111%.IwUu fII 1�ti � III1I11lIlIu11u0nt1 .flu; unIf.lllhr l,h illlOunnue7�I lllllllr'. II YII.III�II. 41 T 1 1 Iffigmi 1111111---=.= SANITARY SEWER SMEET 1 OF 8 SPECIAL PLAN 9C 811 149.6196619010W.CaiIbefore yoo 's Hastings Utilities HASTINGS 2012 UTILITIES Sanitary Sewer Improvement Area SW -289 NDOR Project No. STPAA-5516(7) CN 42292 MANHOLE COORDINATES Mareq• Pamper 2.24.10 17.0 .006,10 3.17 .10107 211/1 2002.0 7170 Peel ea "Win 2..233.11.. 1023117,1101111 20.1.01120. 21' Sonnei, Sewer memo Co .b,nooned6018008 o Soot 6d S for Deneb. 12th Street Hastings College Sheet G of S Sheet 5 of $ umwool m ,a D Wf l 1 12th Street 00 IS' Sanitary Sower run to 00 roumwa In Roo. S.. &n..6 a Of for Dittoes. U U 00 U 0 0 0 0 V Hastings College 512.1-5516111 .11..229 SANITARY SEWER SHEET 2 OF 8 SPECIAL PLAN 9C 05+00 04+00 03+00 02+00 01+00 00+00 Hastings College Sports -Complex • Parking Lot .. ••NOTE. Back/1 61u10o Comowroa b Oracle Every Non. No Open Bowe on Prgoee C+w1 Do AK/Pod Cuba Praioct is MnmTo t,0000r b 0» Elmo;» •`No1EEaen Seoten of Safety ` Men • to be Ar T04110 Aa£Oon As 1 ra 00020M.E b f 014310 P0ou010 Bypam Pempvp • •10026 11'rfp MUan 6nn100 UooO m 1A/✓1 n Nees Wgfrl Eraoo. Carred. 05+00 0a+00 88 03+00 NORTH ...altar - 201 02+00 Hydraulic Capacity T0060 awv n11t be.. De Abel Gale bow, nab 3.10 .10 a,m 100 1015 11i 1C0 yr. rood Elev. 1600 SO UyWm of 120, dao: Prof b a Now Box CUNare conatruc n 2a S`xoot **CAUTION OVERHEAD POWER•• 01+00 00+00 1 5111/411601 1 51a .11. un: SEWER MAIN QUANTITIES PVC Orb, Obarbb. Nrwr, m.P`+r Erken AbiabsOrr Oa bor.* Ow. Vet Ft 1920 1915 1910 1905 1895 1920 1915 Exprb 0.00 6100.0 nap 1910 1905 189 189 0 1885 I/O%////i�'/Ari%%%�//%////%�/////�///�',✓///moi%%'%%///////�%//% 1880 fwU VoOpal Sceb OMN Scab , - • i 1 a . r Sb 9 9 ge s 1885 0 a_ HASTINGS UTILITIES M SV.vyeOre � oadan SANITARY SEWER SHEET 30F8 SPECIAL PLAN 9C 05 00 0 00 03+00 02*00 8 418 MOP 3103 OPPPO MOO WM II I I51161-5516(11 l 52 4 C.M. 62292 SEWER MAIN QUANTTRES 1s P4064+1444c..om Mon V-7700 PA•reek• 7.42 &oar. I‘4174 P 10 1920 1920 1915 1910 1905 1900 X95 1890 •OC 6M8654A14.4 I0 % %/%A// ! 1885 1880 8�1 Vim• ilogszonttl S 1• PO a f 1915 1910 1905 1900 1895 1890 1885 AIL HASTINGS UTILITIES t–. 66 5a li• .O+Ce1P ""8. Shoes 1'-04.0312 SANITARY SEWER SHEET 4 OF 8 SPECIAL PLAN 9C 07000 08100 05.00 14+00 13+00 12+00 11+00 10+00 09+00 I 5011:1711/1 C.N. 021/ . HY0n1Vb0 000 CossoodY 0.0. Tab* o0.3 WO Own. An 0.00 ..........0.00. 1 Yr Or 0 r0A 207 010 MS 10011 000 11.1 .00 (11 00.. 0,0 1.0.100.0. il iiit'l ii000 1031 . 8 a • ••=.............................. ; 5 ••=1.....—^:::::•=•-••:.. .5,...........-... - A4 g,lz .1 41111 !2!;121 . -_ 88 • . ; !I iiill , 4 • • ... .. • •.• . • 611 p N •.• ... ...• •• 2110 0. CI 1 ....• .. gi : : :, • • • .- .. 20. Weave, roma. ....bn ,.......*,............ 00000 00 00 in n Ln In . . . o • 1 . Hastings College 0 • 10 Da An.. Conn. 1 ,.'''''......i ..... 1 I ,i il : Sports Complex 0000011. On Marro. Dr. Awn., ur O.N.aftyconers.t. 0. a000 V. in on. n . - ps ,a.. 7.-...,...,..-4-...0 i 1......10.01..........., APO 301.0 Parking Lot ... • ...• . , • . r . . i •iiestlnas.Coklege1.. , ; : . • • . Gray • -.. . • . 4 6.0. 0..... • • . • • . . . . • " . " • • • 1". . .." . .. . n . .. ,.. • . .. ..... .. .. • .1 • • • . . . . . .. . . • .. • . . . .Center .. .. .:**. 'at ...•.. ) .- parking ... .. ... , omoNAo 01E Bad[wry Nona No Open C0 Io °MON N* on PrtNoot Cho. Exp000f le oko Wm.. ..1.40it ares 8eoton a sanurry Sewer Mon lo *to Nr TooN20 At. Secn AN at 0 Completed Ati‘. to WNW* Po0100 WOO. Poroono NORTH •.NOTE. ny0r0 Won Snad WI Um, as hit.A01, N1 1... 20) fiall l' :a 11} to il a 11 4 . 11 5 88111 gi N ;.pi ililt . .; 81' §1! 9 1 • • 8g es AA .....100. ..10 .0.1.1 00100 Goner.. 7 14+00 13+00 12+00 11+00 10+00 09+00 — 4 ... ..... ... 19201920 .. 1915 :i 1915 1910 .. t / N 1910 I I 1905 . 1 I 1905 1900 ammo* Er` 1900 --.Ii—• I . It 1595 ,,,,,,, 1895 MU' -17 011.114,MY SINIVII.14•0 0111. ..... "00001 .. At-- 1890 • --- -- p /r .. 4/-2,,f, • /.... , ,,, ,..... , : 61•.;•"A;;;.::':7Y....-griO4:".7.53r. HASTINGS UTILITIES 1890 1885 • . 1885 s Shan 01060 2 g 1880 i - : ' § SANITARY SEWER '71 811 12 .•• ''' - Vona ..NoteltO Seale floaro , - 20 tlil le. ...„ et' = SPECIAL PLAN 9C g. 14+00 13.00 1 00 1100 10+00 09+00 It• 18+00 17+00 Hydr$1101.0 0056Clly Table Man MCC POW4013. a., •a. I el 11.3 WOO ••NATE erfaa 51v10o 0 0040400 to Orgies Ovary Nlpnt No Open04 on M1Gaa6011 a AW:e0 Clump +0080 so Moan. fnrpo.re la Me Elan00* ••NA1E earn Soca. MSwWy Seng Man into W Air TO•NO Ao Soon As 0 000 nplW.q block/4W Pena. . Wrap. -NOTE: Nps MU0190006o 0.0* no Men 1n 100 Yr. +0000 may. 9N CO Onn•+Vaarn d Ern Avon.1,10r to New 0 l p 00 cLt Cor„ rn<1<non 120, 50001 Ringland Road 18+00 17+00 16+00 •NORTH ,•• 10 T 16+00 8r 15+00 88 as • • .• Hastings College . Gray Center ` . • Parking Lot' - 1 5+00 tx0 e.re+ 0 n a wnOA.ta 10. I STmut .A IM4•551 n I 54 ex .mz SEWER MAIN QUANTRIES •y00.10ywu... al 00 a,•w.sya•..r M.. lot 6.4.0 T,00 0 30 40,4 PAVING QUANTITIES 110 00 aw4 LI, 11 o- CmTr •••..•nronl 4.1•10•11P•u 12a OD 1920 1915 1910 z 1 a 053.0 • •»w..1 a.„ Nx.To.c�w• 630.0 1905 1900 1895 1890 1885 1880 821 5500051 Seek- Holvo ve, Su. -1• -'20 16+0 ,i 17+00 t• -•00.4101100.01001f-40 .‘01 /. /. 16+00 .mr 15500 1920 1915 1910 1905 1900 1895 1890 1885 110 HASTINGS UTILITIES Hotrimmor '..04,23/12 SANITARY SEWER SHEET 6 OF 8 SPECIAL PLAN 9C 1.22:101.024.2 °a".,r'0" ~SSa G*dro I SII.4-SSfNTi _.^VM a,a C....2N2 NIT -11=11111 _ I �3 11.�I11=.1 BBL �,. sue• ow. II °'�M, �a�: »"=°e ��r.AH.r . w, a �_ IP e...�n. — t e..., �. .24bn I III III 021.10211.0•12 ,ea,emr gei o.d.� �..a� lv H......a.. ` �`f r ,.., \\ 122.+2 \ .: 1?a 1 .1 - tt- RP U.._,�, i,:o i'=1 hi TYPE 111 BEDDING -PVC & VCP SEWER c.ra..a. 22.........•• f car......, rmurromemonftonmeto tom SEWER CROSSING OVER WATER MAIN DETAIL -1 1 SAN. SEWER SERVICE CLEAN-OUT C.w no20..2 /YIN .I ID rs..a. Inn 112 Iron. •••••, .<.a .aw.w.w Coa. n21.1 awac � �. <.. ..rwnIrelop e< vr�a+f .»..ww Tr =II, 11=4: f ��' Y Illi �e.. III, __r_.-II; .. �;1 'itImerfteigio c.sa.wr I =1 .-M-°� 41 11 «MIL °ve.."`..sw.«w.va..w ea< TYPE IV BEDDING -DIP SEWER MAIN 0�. �\. �.pp.�w�pw E.W�a _ i \ r.....MIIL atoeanaa. e o- to .• No. typo SANITARY SEWER SERVICE DETAIL l [ 1 L.1 i L 2 og..a.�.waven .. ( _illl-- ..� ,,.�....�.. SEWER CROSSING UNDER WATER MAIN DETAIL 11 Non. be bas .epo,robba. .untaa;tetacer nye coin... w.wa., Neerm. v.+ . as 21., .N 4,,,— la�larry�=� / . / — — / .-+.a�rr .....o av .,..:,,,,..,...„,. ... �..— .�/, CJYm. to 1T YYV"' mp =MOP IAV 1 "'�---TTTi P.7+1 .:Na. // „..„ 011PF/7-' ,. _ HASTINGS UTILITIES . e0"0 _ IMO. im Ice, ' I "' M SWAM. r- H....- SANITARY SEWER SHEET 7 OF 8 SPECIAL PLAN 9C p �� W0.e.•� '• m., Ilem STANDARD MaWMwH..... DROP MANHOLE DETAIL 2.,.,., Ir....., STANDARD MANHOLE DETAIL ▪ .11.101110111”. W m▪ in Irr%MCI•wnw „r• VON.* .• I.COr.wO To= W me.p boa PLAN NEW NDF• SMIpa4.PaaolS be b Wb. VaulOa4 Yew ..Ym. of eon.* EMMA M.4/or MOP -S M>MmMa ME Tepa Wee and warning Moe b labstla MCM6KIEry MAMMA IIMtlBe TMWr M. SAMroush Seco, M. Magog MN. UWE TnsomWoo be EMMA! seep. Wade Aro MEMOS eressUltiVISEIt SECTION NEW Tot woo TRACER WIRE AND TEST STATION DETAIL TRACER WIRE LOCATINO STATION AT MAIN UNE VALVE TRACER WIRE LOCATING STATION AT FIRE HYDRANT 1 Clem 52 Datta iron Pipe M a pato« M: 0 a B B o B- 19 I I SECTION 0-B EROSION CHECKS (ALL TYPES) * REMOVE 7'-6" OF PAY LEWIN OF EROSION WORM FOR EA(Tl EROSIIW OIEC . Dr—A PLAN A 71717RAP / 2._O..1 } 6,-0" SECTION C—C DITCH 110711 EROSION CONTROL 1)F APPLICABLE, SECTION 0-0 1" MIN. 13 OA. MIN. ROOMJ IT' HEAD TIME STAPLE 1 "! 0-0" D FABRIC SILT CHECKS 0-D" 0-0" 411*N. sRr TRAP < `` NNP j' LOG` j'G`.0iN; WEN BEORRED A SAT TRAP 157) SHALL 8E EXCAYAIE0 70 TIE 81011 OF 1I[ 01701 AND NO DIRECT PATIENT WILL 8E MADE. 1" MIN. r 1" MIS. II � 13 OA. MIK13 DA. MN STAPLE —�� Y1RE STAPLE m STAPLE DETAIL 4TPAA•55w( !1147755 107E ADDITIONAL BALES MAYBE AOBE0 TO PREV7N1 EROSION AT ENDS OF O[CXS. HAY BALE STAKING DETAIL 1"-!0" DIM ER051OV CO17ROL 717 APPLICABLE, SECTIO/ E -E •7'-6" PAY LENGTH NAY OR SIMM BALES 6'-0" MIN 1017 RE7EIIIOI BLAARET MIRE STAPLES 1) '- Y • Y • 3'5 TOY) STAKE 1776901118 SOIL RE 1ENT101 87474 E7) SECTION A -A s1 EROSION CHECKS (ALL TYPES) AND FABRIC SILT CHECKS SHEET 1 OF 1 SPE ©D1 L PLAN 106 (ORDESIGN79)Cn130I7 I2nNTO:62'.63'.40 PN P -i °— — c / 510T TRAP OAKEN RE0.1 / / \ 2,0" PLAN A 71717RAP / 2._O..1 } 6,-0" SECTION C—C DITCH 110711 EROSION CONTROL 1)F APPLICABLE, SECTION 0-0 1" MIN. 13 OA. MIN. ROOMJ IT' HEAD TIME STAPLE 1 "! 0-0" D FABRIC SILT CHECKS 0-D" 0-0" 411*N. sRr TRAP < `` NNP j' LOG` j'G`.0iN; WEN BEORRED A SAT TRAP 157) SHALL 8E EXCAYAIE0 70 TIE 81011 OF 1I[ 01701 AND NO DIRECT PATIENT WILL 8E MADE. 1" MIN. r 1" MIS. II � 13 OA. MIK13 DA. MN STAPLE —�� Y1RE STAPLE m STAPLE DETAIL 4TPAA•55w( !1147755 107E ADDITIONAL BALES MAYBE AOBE0 TO PREV7N1 EROSION AT ENDS OF O[CXS. HAY BALE STAKING DETAIL 1"-!0" DIM ER051OV CO17ROL 717 APPLICABLE, SECTIO/ E -E •7'-6" PAY LENGTH NAY OR SIMM BALES 6'-0" MIN 1017 RE7EIIIOI BLAARET MIRE STAPLES 1) '- Y • Y • 3'5 TOY) STAKE 1776901118 SOIL RE 1ENT101 87474 E7) SECTION A -A s1 EROSION CHECKS (ALL TYPES) AND FABRIC SILT CHECKS SHEET 1 OF 1 SPE ©D1 L PLAN 106 (ORDESIGN79)Cn130I7 I2nNTO:62'.63'.40 PN s_$ 6" MIN. TEMPORARY 5101 CHECK SECTION A'4 SECTION A -A SECTION 0-0 Y TO 3' I' 10 3' ICP OF 550°E MR TRIANGLE TEMPC04ARr SILT CHECK SECTION 0170! CINE STAPLES FLOM .0. C Ioffal CINE Aman 10° OF SLOE PLAN VIEW FOR FLAT BOTTOM DITCH C SECTION A -A 6 8-8 ARE TYPICAL FOR FOAM TRIANGLE. WATTLE 0 RIGID PLASTIC TRIANGLE TEMPORARY 51LT CHECKS. 3' 70 6" TRENCH &CKFILL 6 74441 APRON STAPLES FLOP TEMPORARY 5101 3" 10 6" TRENCH 08708 SECTION SECTION 8-8 FOAM TRIANGLE TEMPORARY SILT CHECK 5EC710V BACA'F1LL 6 TAMP FLOP y 3" TO 6" TRENCH 84CLF/LL 6 TAMP APRCYI STAPLES •%:5., rr:!•r.. �. aor 10° OF SLOPE raw MANGLE TEMPLR8ARY SRI CHECK SECTION STAPLES ?r"-- ' Z 704' 01701 CBE 7001111 �► �._ C APRON TOP OF SLOPE PLAN VIEW FOR V - DITCH SECTION E -E 1" MTN. FOAM TRIANGLE TEMPORARY 5107 CHECK SECTION STVAA•33�.(� I 58 FOAM TRIANGLE TEMPORARY SILT E CHECK SECUOV FLOW .1. P" 011N. * 13 GA. MIN. ROOM 4111 *73 CA. MFR .11],HEAD 81R£ STAPLE FIRE STAPLE STAPLE DETAIL NOM * 6"- 73 636E 111611701 PIR£ STAPLE OR RORO HEAD MIRE STAPLE MAY BE L0E0 1f 1/3 MOPE STAPLES ARE 115E0. OR 110 CONSTRUCTION 11111 AREA SEDIMENT AAO MATER FLOW ''" D 1 STAPLES1111 APRON FOAM TRIANGLE TEMPORARY SILT 08(8 SECTION CONCRETE CLR8 Amy ON IRE SIDE OF 7H£ 5151 C1E08 Sl1070 8E 707060 SIZER THE TEMPORARY 51ST CHECK' SECTION AND STAPLED CONN J PLAN VIEW FOR CONTINUOUS BARRIER SECTION C -C t 01 G' 1 "42242 STAPLES f 7501 0 PLAN VIEW FOR INLETS FOAM TRIANGLE OR 111771.0 TETPORARr SILT CHECKS DROP HAFT UNDER BRIDGE NOTES: 7H£ MANUFACTURER'S RECOMIENOAT1OVS f0R STAPLING PATTERNS SHALL 8E 70L00YE0. TEMPORARY SILT CHECKS SHEET I OF 2 SPECOAL PLANT Il© 5 it TOP OF SLOPE STAPLES RIGIDPLASTIC TRIANGLE iEAPLwr SILTaEDr sSECTIONR - DITCH LITE FLOW y 11 111,1P11 a TOP OF SLOPE PLAN VIEW FOR V — DITCH A ILP OF SLOE NITRE TEMPORARY SILT CHM SECTION DITCH 0/NE ■ ■ F • F • ■ J A. ■ 7108 .► 2"=2' ADLO STAKES q— • 10¢ 1N_ ■ 0/TCT 1107 • Z ■ • ■ IO°Cf SLOPE PLAN VIEW A FOR FLAT BOTTOM DITCH TOP CC SLOPE RIGID PLASTIC TRIANGLE TEMPORARY SAT CHECK SECTION 01701 LAE TO' OF SLOPE PLAN VIEW FOR FLAT BOTTOM DITCH TOP OF SLOPE RATTLE TEMPORARY SILT cam SECTION 2"=r+ x007 STAKE 01706 LITE F(01 � L_ TOP Of .SLOPE • • • ■ B - PLAN VIEW FOR V — DITCH COIKIROCT/OV AREA 3" ABOVE SURFACE 2" A 2" 2' MOCO STAKE VATNLE TEMPORARY SILT CHECK SECTION AMARA, N" 13E101 5(?FACE 5£011£17 AAO WATER 1001 L y OTAAE1ER OF BATTLE 101£: TRENCH/NG 1S OPTIONAL FOR EXCELSIOR 84771£5 ON 8A000100 ES 6 707150 PE5 3 SECTION F -F STAPLES 10"! RATTLE ITJAPORARY SILT CHEM SECTION STAPLE , . 00, STAPLE STAPLES 57P00•65ib(111 59 "42092 RIGID ISA57/C 7RIAAYY£ TEMPORARY 5107 cam SECTION SECTION G -G 8ATR£ TEMPORARY 5117 CTECX 5EC7/01 144F.%1:; lLOM ■►I SECTION H -H STAPLES +•.+ 4•410" « FLOW 83171E 7F.YPOR457 5110 CHECK 5£07105 PLAN VIEW CONCRETE ORB FOR CONTINUOUS BARRIER SECTION 1-1 FOR INLETS WATTLE TEMPORARY 5117 CHECK SECTION 1 1108 y , FOLD ALL FON? CORNERS DROP INLET f FLAY t C PLAN VIEW FOR INLETS STAPLES TEMPORARY SILT CHECKS SHEET 2 OF 2 W CAL PLAN IC RDW DESIGN NOTE: ALL AREAS SHOWN ARE IN ACRES UNLESS OTHERWISE NOTED )'eSON El �p NaML, tl MA SIPAA-SSn6til I Pn Ls. 110R1n tl HA: STINGS - MN STREET ADAMS ,`,"° A `'"�" OWNERSHIP RECORD TRACT 50. Ou(R DES[P►TON 1074 ARRA ORRRD TOTAL TA(NC t(0 TAAA0 MESS /ARMC CA5EYEN15 RCYAMQS WIT N0. TRACT 10. OtRuANDIT 10000ART LOT Honk 1 TI 4 MS. JO A. MAUL The South 10.00 feet Of LOl 7. BIOck 1. One South 10.00 feet Of tre t Nott t 1/21 o the r 0100 Way on the 00 14*0100f, Ot41 J50nA00tion. City Of Ngting5. 000.15 County, *0010560 .03 2 TE -1 YIKE BUTLER - LIVINGSTON-8UTLER-v0LLAID. INC. TM South 10.00 feet of Lot 6 000 the EG5t 10.00 feet of the Noun 16.65 feet of the South 26.85 feet of solo Lot 6. Bwck 1 any the South 10 feel Of The East Hoff IE 1/21 of the vo0Ole0 01107 On the M09t /hereof. J04NSOn 000:1100. City Of HO5t:n05. Agres COunty .03 3 PE VERN POWERS - CITY OF HASTINGS NO*1)0051 0uerter TNM 1/4) Of Secti01 5. tawnih:p 7 North, Range 9 vest Of the 610 P.M.. City Of NO9tire24. A00.9 County, N4Ora5k0 3.81 3 SAN VERN POWERS • CITY OF HASTINGS Northwest OUOrt& TNM 1/41 Of Section 5. township 7 NOr tn. 60500 9 vest of the 610 P.M.. City Of Hastings. Aeon County. Nebraska .09 .01 3 PE -I VERN POWERS - CITY OF HASTINGS Northwest Ouorter 010 1/41 Of Section 5. *0wn0inip 7 North. Ronpc 9 vest Of the 6104 P.M.. City Of HOSting9. 0007) County. N00r0Sk0 3 0E-2 VERN POWERS • CITY OF HASTINGS Northwest 0ucwter TNM 1/41 of 5e0ti0n 5. t0wn3nip 7 North, Ron9tt 9 Wesf Of fop filo P.Y., Lity Of Xgt:nOb. Aopms Goin y, *0040560 .05 3 TE -3 VERN POWERS - CITY OF HASTINGS No tr est OuorierINV 1/41 of S000ion 5, ipwn9h0 7 NprtR Rorge 9 West Of the 6th P.M.. City of Hgt:ng5. AOONS County. Nebraska 1.50 3 TE -1 VERN POWERS - CITY OF HASTINGS Northwest Ouot6r T511 1/41 of Section 5. township 0 Nor1R 00n0e 9 Vest of the 610 P.M.. City Of strivings. A0Pn5 County, N0brosko .14 6 TE -I MICHAEL G. MANCIN The North 5.00 feet Of the West 30.00 Of the North Hplf IN 1/21 of Lot 1. Country Club A00it:cn. City of Hostinps. Adores County. N00105k0 .003 7 PE DENN15 TROTTER - HASTINGS COLLEGE Northwest 050rter TN0 1/41 of Section 8. township 7 N0M0, Ronde 9 West Of the 6th P.M.. City of Hastings. Adorns County. Nc040960 3.09 7 SAN DENNIS TROTTER - HASTINGS COLLEGE Northwest 050.104 INV 1/41 Of Section 8. township 7 North. ROn0e 9 West Of the 6th P.M.. City of Hgt:ng5. Adorns Canty. NB0r05k0 .60 7 7E-1 7 7E-2 OEIN15 TROTTER - HASTINGS COLLEGE Nor ttne5t Worts. 190 1/41 of SOotion 8. township 0 Nor111. Ronde 9 Vest of 1ne 6th P.N., Ci/Of Hstings. AOOm9 County. Net/r09k0 .25 DENNIS TROTTER - HASTINGS COLLEGE Norr5we5t 0uorter 150 1/41 of Section 8. township 7 Nartn. Rope 9 Ve5f of the 61n P.M., City Of Hastings. *Pans County, Nebraska .08 7 TE -3 061015 TROTTER - HASTINGS COLLEGE NortlWe9t OUOrler INN 1/41 Of Section 8. t0wn5mc. 7 North. 00n20 9 West of the 6th P.N., City Of HOStin95. AOCpn! Canty. N60r0sk0 .08 T TE -4 0618115 TROTTER - HASTINGS COLLEGE fiat tllwc5t Quarter INV/ 1/41 Of Section 8. 100002110 7 North. Rolpe 9 Vc51 of toe 6th P.M.. City Of Hosting5. AGOms Coll/y, N00rO9k0 .06 ROW DESIGN 5 9 SEC. 6-770-R911 --FLAG POLE ANO FOUNDATION TO 82 REMOTE0 BY CITY FORCES. 10 11 JOHNSTON'S ADD ACCESS E SEMS EXISTING BLthdK T N i Jq rv�;i.17'61Z mV111 o �-• vt*1 ll 2 1 PAR8 '2At; _ �I _ _8 TRACT 7560 CEN0. 1 2 I METERY ':_9TH .• :. .• :.'�EWSI�{ •: �'-2w'r�AEE� � �i Vii► 11i�_"��f�%/,•.'.'•.'.••.'Eq6 '•'•:.}��: ran TAW ;-� C>� '170ii'c� - r•.A.i_ma._ 12 PI 13 14 15 16 SEC. 5-770-R90 SOUTH TERRACE L 18 19 n°`rvu•Sslam .13441 x.1A HASTINGS - 1770 STREET Lam! ADUK .12Y 92297 20 21 22 016. SCALE I 1F NW EXISTING EASEMENT-" iip1 101. i LOT 3 I LOT 2 G( 3 Ringland Roa C. 1 I i LOT 65 i LOT 66 i LOT 67 LOT 84 i i I I 2C. 7.870.1917 ••� rr -•=4,;.�PR'-i`� IC7.m.TJ®'CLs� ._ 07 • TRACT NO. 7 HASTINGS COLLEGE TA Loi 17 43 rW n so Y� nmh .4 N CONTRACTOR TO REMOTE SIGN METAL LETTERING TO BE RETURNED TO COLLEGE. STA. 11.33.91 [ 12TH STREET STA. 111.33.91 E. ELL/ STREET TRACT NO. 7 ,HASTINGS COLLEGE 1 ( ' co. I Lor 17 - RERM SANITARY SERER EASEMENT SEC. 8-070-090 LEGEND UMTS OF CONSTRUCTION PERMANENT EASEMENT TEMPORARY EASEMENT SERER EASEMENT EX7S1706 PERMANENT EASEMENT R00117-0E-WAY 0011 II -©Ir-1%tlW 11 PLAN RDW DESIGN 22 23 24 25 26 27 28 SOUTH TERRACE 29 30 SEC. S-778-898 TRACT N0. 3 0• PARKVIEW CEMETERY 3111,UsomozyMEr 44-1:.. i©=442/r.= 31 32 33 34 • : I 35 i ".'4StPAA-5516171 I�H3 t71A1O, HASTINGS • 12TH STREET buoy A2Al15 42292 Mr." 3 rwwu10-0I .0. 36 0 25• SO. XXY XA{E EXISTING 3 1 EAS613687 1 . JJ + CITY OF HASTINGS A e4,*(340M9r- 74" ;-.A 47#1711,k4/ gr.;.41730:Wiff 1 nN MO W TOr Lot 17 ,4 ^O • TRACT N0. 7 HASTINGS COLLEGE x15TING EASENENT SEC. 8-818-899 TOA LOt 1T LEGEND LIMITS OF CONSTRUCTION PREV1005 R.0.11. NETT R.O.N. EXISTl1IG PERMANENT EA5E71ENT 7ENPORARY EASENENT PERMANENT EASEMENT L 1 POOb7-0P-WACf PLAN RDW DESIGN 37 1 38 39 40 SEC. 9-1711-29. 0 i I 7V ! 8551880588 VILLAGE LLC I 1 TRACT 140. 9 I I 1 $ JAY AND TAMARA CECRLE 1203 N. 778 AVE EASTRIDGE MEADOWS 1ST ADD. BLOCK 1 BLOCK 2 rorilianriaitliamerenno AVAWASM .mea_ rosy eyo TRACT N0. 7 HASTINGS COLLEGE Tp. lel TT EXISTING 3 EASEMENT4 0 0 e 0 Q i •O z TA. 37.78.42 STA. 237.18.42 NORTH .T0 AVENUE TRACT N0. 11 COLLEGE 9384 A5515785 L191N8. LLC 1100 N. 6TH AVE E071 M S M SUB SEC. 8-R77r-R9O E. 12th Street 107 2 7th Avenue BLOCK 3 TRACT NO. 70 JULIET XRUTT 1202 N. 7TH AVE. TRACT N0. 12 STEVEN J. ARVEL 90510? 1 TAX 01 1 • I i • I I i 1 i 1 I I 0 2S. 00' SCALE ..olt St u-!019171 1 R4 470411- p 0 015TINGO - 1207 STREET 2201. ACAK X104 72292 I.' . LEGEND LORIS 07 CONSTRUCTION PREVIOUS R.O.N. MER E015TWG PERMANENT EASEMENT TEMPORARY EASEMENT PERMANENT EASEMENT sagstemsor POON4-0P-WAV PLAN 420 rwri<arul zcae wwA1NvilaRICHAM t'.VJMICHAEL I Sro••-5 w C.11.. .2 1945 _]940 1935 910 {925 _192011 44211 915 1945 1940 -1935 • 1930 _1.925_ 1920 915 _1945 1940 915 1930 _1925 1920 915 '1 t�0 110 130 120 91p.4' 1 0 100 - 90 80 70 60 - 50 - 40 30 20 1 1910.04 . 10 20 30 40 50 9 9 -50.00 25.0 9760.0C 60 70 - -80 90 100 1 0 1 0 1945 1940. 1935 1930- 192 . 92. 191 191 194 194 193 191 192 19 19 194 191 193 191 192 • 191' 150 160 3 vv.mol scorn . , lo' MICHAELI 50 40 30 10 _194 193 193 192 -192 191 25.04 s 10 00.0 194 193 i93 -192 -192 191-..:. _197• 191 10 20 10 0 --' 10 20 30 40 50 60 70 80 9+75.00 fk_O 4r1/11 0 - 130 110 90 100. 1 0... 1 194 193 193 192 192 191 150 160 2 Ko,oi So -vertzrw scab , , IC, L3.3 MI HLI SiP.�•SSKO> C. .2292 Von r35 -19cn 1925 _1,920 915 930 _140 1{935 J{30 1925 zn 1915 --910— ..L1940 1935 930_ 925 915 160 150 - 140 130 120 1 0 100 90 '90 70 60 aac. tAA 50 •40 30 20 10 0 10 20 30 40 10175:0 194C 193$1 _193tl 1929 _1920 1915 1C- SO —1940 1935 19 j0_ ....:. 1925 10, 50,0_C 10+35.4 Q41ttp4t1 1 0: "110. ..140. __194 193 193 192 19, 191 191 0 1940 1935 1930 _1925- 1920 915 910 RETAINING WALL vr,;ca a x x o• Ilf.)G:.) MM CH H1 S,17'5916111 .6Z1r W rl - 1 i�-lIJ�I 194 _J93 193 192 192 75.0C 191 30 25. 910 • 160' 1}0 140 130 120 • 110 K tea.. 7: 7..g, �n 5 19 l6 100 90 80 70 60 50 40 30 20 1 5 10 20 30 40 50 60 70 - 80 90 100 1 0' 194 193 11150 0C 191� 1J 00 QC q0 1 0 140 110 110 1 _i.940 1935 1930_ 920 9111 - 1935 - 100 90 80 70 60 ,; S u1 -191SAi 16 RETAINING MALL -N 7i7 _ ?_- off_ 1. _�_^ 4,4 50 40 8 30 20 10 0 10 20 30 40 50 TO 80 90 m xm. + io Mry;ppqq KIRKHAM "u�' n ve:.c0 xme + �o L�1GLd MICHAEL P>u-S5i6i �� vat J94E 193 • 1a3 5 3 939 193o 1930 1925 920 9.15 910 _1905 —1940 935 910 1925 20 915 910 W gn. 8 n � ,,;r4 1rs 191.46 r—y 2 _1940 935 _1930 925 `1990 2 1915 910 • S ob i 1 w. MMp��QIU&KHAM v..,Icol S.M. i 110• !n1G�1 MICHAELI SIP°• -5516111 . i 191y.94 54 ; c...4re5 1916 13+25.00',oa ., 13-00.0C 194 193 1930_ 1925_ 1928 1915 191C 9 194C 193E ,qtr '925 192C 1915 191r 160 1°40 110 1;0 --120 110 100 ' 90 80 70 60 50 40 30 20 10 0 10 20 -30 40' - 50 60 : 70 80 90 100 '.1 0. 12 75.00 1:201-.-6.1E4Pti 10 1 0 - :Iv 0' l O- 190 7225acOOa\Dbasl42292 xsf2+ns 935— .1'9'1930 27 1920 9]5 910 AS 193S 1930 1925 1920 915 EE r N1g eg OZ. 0 8N 191 J9 5 t w ji.. x �. 0 _...ii , at wo,1 m.oi Scor . I .b IF2c\/11aRKH vw.cos Scow r ..a MICHAEL S.Pu-551611 192C X914 191C 13 F5 7OC' Qc 1930 _1975 1920 915- 1910 _..1909 .9I?.w0 13 X955 1930 1914 192C —1914 191C 50.00 ;4 • 0 150 140 130 120 - 1 0 100 90 " 80 70 60 50 40 30 20 10 0 10 20 30 40 50 60 70 80 90 100 110 9t2ewarr��1� 90 1 0 0 150 160 3 Y 2 v.r� oid Scor + +o: uW(ni.1 MICCHHAELI STP.1-5576.17) J930 - 1992525 :i 20 1915 1910 • 1;905 _1900 - _ _ - -- _ - , RETAINING NAL ___ 1_ Qe 1 4.1 _—. _1934 1930 925_ 11920 -115 1910 _1905 RETA NING NAL bP 74 -'S RETA WING WALL • • 150 - 150 110 130 120 10 1 100 90 80 70 60 50 40 30 20 10 10 20 30 kt _ 193 192 -192 191 14+75.00 • 14-50.0e 190 190 193 193 192 192 9J 191 190 -193 193 192 192 191 • 191 4 =25:00 190 40 50 70 80 90 -"100 9 112442®40 l:o T 0 1 0 0 .1 0 5 5 1vK1Ko,"' u� ; ;10• II (.3MICHAEL! STPAA-55760, R9 925 3920— • 915 • —1910 1905 -1900— 906.3 t lq'L 1925 192r 1915 _191C 1909 15 +50.6(1 1900 1930. 925 1920- 915 _1910— 1905 -1900 I9 190$ 25700--I.9°C 30 1925 -1920 915 1905 19on g • o' - _ ,. RETAINING MAL 2. Jg .44 gr- u NN 1 a 9oLo 193 192 192 191 191 190 15-nn.or 190 160.. t`0 _ .. 1, o ..130" 120 t 0 100 90 - 80 70 50 40 20 10 0 10 20 30 -40 50 60 70 -'80 0 1 0 ' 140 90 100 1 0 , a : t}o Igo 1so ' ' 1 0 a v t0 1925 ggg 1920_ 915 910 1905 a W4. 111 r M 1104,21 oma' 's • - ---�- 4 19x.95 00 — Ji • 8 l 0 u0 0 120 t10 100 90 """80 70 60 50 40 30 20 t0 10 20 30 40 50 60 141 70 80 90 •' +o: II1r C MMICHAELI s10++-551.1" .1.x..2292 1 .w &t (KAu MICN4EI. m,erC 5 1925 1920 915- 910 —19 1900 895 1890 1,925 _.1920 1925 _192 915 910 1905 _]900 895 _1390 e8 n� ryN' .. a.l 1002.71 8ry rior,cnio. scow I : w roe 'Ica scow i 110 WW1 MMIICHAELI s'---sss:n C.. 42191 17 C 16+75:00 160 150 - 140 130 120 1 0' 100 90 80 70 t„ El. 1901.20 50 40 30 20 20 :901.52 0 10 20 30 40 50 60 70 80 90 192 • 192 9 191 190 190 189 189 192 192 -191 191 190 190 189 189 188 • 192 92 191 19) 190 190 b -50..00'89 140 10. .. 1 0 1:0 1 0 - 150 1 0 1925 1920 1915 910 1905 _1900, 895 90 01 Sco. 1 1G vertICo, Scab 1 1 'Cr M�v1epqq pRICFl1M «aa1 .> WGGd MICHAEL vvu-5v41>1 WI ma. X11 8 8 1910 _1905 1900 895 1890 • 1,925 192 • 915 r-. ape PM 66 8n E RETAINING MALL 11I905 4nn I t, 895 IA9r, n P ; 8> W o. 1- t.-; .. .. ..W RE14INING VALL� 1 ' - .i - - - - - .. �i 150].5] ui C.11. C2 192 ...—_192 191 17 75-0 190 1890— —._192 192 191 190 190 189 17+50.0 25:00 110 191 190 —190 189 189 140 130 120 110 100 90 80 70 - 60 50 40 30 20 10 0 10 20 30 40 50 60 70 80 90 100 110 9Lyh_84p441 140 - 130 140 $0 1 0 )925 _]970 915 910 1905 An 95 5.72 Lr„ !EI. 1896.50 • 4— a sca. i 10 1t�1�nKIRXHAM N. C' N. v..,coI Scots r i IO' LNGv3 MICHAEL S}P11•SS161)1 C.N. 41!41 {�1 1102.75 18 • 1925I 1924.- 191 1910 1905 • 90C 1895 50.0 1890 _t92 . 192C • 191C • 190C 199° r•• .;8 8" RETAINING MALI V5.1.2261 w 18-25.0C • •189C 2925 1922 1915 0.~ 160 110 JO 130. _ 1 60.0C 1905 190r 1895 1992 0 -- 110 100 - 90 80 20 60 50 40 30 20 10 10 20 30 40 50 60 70 80 90 120 1 0' • 1 0• 1 0 • 1 0 1 • '60 1 1925 1920 1915— 910 -1905— I00 1890 z«w :8:11, ' 3MICHAEL's�> swam 1-m ---�.__—r--- rs as __ roo).aa S 90 80 70 60 50 40 30 20 10 10 20 30 50 70 80 90 19+25;0C 192 192 19191 191 190 189 tack 1929 192L 191. 19 190` 19M' tle,zentat Sara i r ..a WG:.IMI CHAS Wel vn..•sv4n. 1930 1925 1920 915 910 1905 _1900 • 1895.—, 190-1 --f 0 160------1 110 130 - 120 910 905 100 95 190 180 1 0 160 150 140 130 120 1 0 100 90 80 70 60 50 40 30 - 20 10 10 1 25 1920 1915 910 11905 1900 895 -10— 20— 30---40 50._.-60__-70 ...80. 90 __L 80 70 60 50 40 30 20 10 L� 8M1 C�$ .ss 160 1S0 140 130 120 - 110 10' 20 ' 30 4 100 90 80 -7p 60 50 40 30 20 10 0 10 20 30 40 50 60 7 ' 50 100 1 iC 5 0 Ixorlmma 500 M1�� KmXHAM v..ioo1 500 r . +a �W G:.I MICHA61, 5' 00-55161}1 0.n. 42292 :19n- 1920 925 1-1 20 915 910 1905 -900 1895 —1890 -.. __tel =--- 190 -- 160 • 1 160 150 140 130 120 1 0 1 1930 1925 . 1920 8 1 90 80 70 60 50 40 30 20 10 8 915 L1910 • 1905 _]900 1895- ^-- -1101 0--170 160-7-1515--140 I30 120. 10— 100 90 80 70 6050 -.8 4x5.67 10 20 30 g8.. _19 192 1q2 • 19ti; _1910- --- --- — ^ 190' 40 50 60 20.50.0C 80 90 - 100 1 0 1 189 _193 192 192 191 19 30 20 ----10 .11a —� — 8: 20-70--4 90 50 60 —70 20 25.0C 189 0-10=107 1930 _J925 • 1920 915 910 «885 1905 4 .1900 _1895— 990 180 170 160 - 150 140 130 120 1 0 100 90 ie • 193 92 192 — taZ zfit 70 60 50 40 30 20 1 20 30 40 50 20+08.6 191 191 740 190 9 1 _1930- 1925 _920 1915 1910 705 -1.900 1895 190 170 150 140 1 0 120 1 0 100 3n 1925 K 80 70 1- 915 -_19101II11905 180 - 170 160 150 140 130 120 10 1 0 90 ir25 £ _1.920 80 70 60 50 40 30 20 10 23. • 50 915 910 05 I no 95 0 190 2 u -- ------ - ------- 4 30 K Z 2 0506.e0 m xoie + : ,o IYv/ ppqq KIRKHAM <u scope + . �o A�n1Gbd MICHAEL s+nu-55 e�+ if - -- 190 10 20 30 40 ,50 ,60 70 8 20 20 180 - 1 0 160 150 140 130 120 110 100 80 70 50 40 30 20 10 ova a 10 30 v 2 40 50 20 30 40 50 70 21 25:0C 80 90 80 9 1899 _189q roe sco r ra �•• o v..'t' �Mp MicHIAMI vrrkei STs:: r a WWIMICHAEL sou-556>rie .. .. ..._ .... -._. � _. c. x. •2292 09 O 1930 _ 1925 _ .... ... ... .. .:: .. .. ... . ; _ c $ i %. _ 193Q • 2 1920 915—_ .- .. ... _. _.. .. W ._., W $_ �& a - ®� ... .192 910. ... .. ... .. .._ . N«$ n i ---_�_--------1- 0 0' .,1 : .. _ _ _.. 22 00.00 191 1909_ 190 189 ,1,900 9115 I --: -_____-1---T--_ I --}- _--r - _._. �n x.11 r ---r y ; S .. _ .: i 0 JPO: 170 . 1 0 150: 140 130 120 1 0 100:. 90 80 70 60 SO 40 ' 30 20 10 - : 1.' 20 30 40 : 50 60 70 8p : 90 1 0 110 :: 120 a 0 1 11 .. ..7. o : --I c" .. 193C1- 1,925 19211 ... ..: m a IL _ 1 Tr.o e . _ 192 915. . . 410— : . �rI *-...•_ .dS : cc, ... . I N y� .2a Hf.. JI 191. —t4 � - -- -. rvH _.__... ---- — { ----_'-_'__I-,�-r __ --. -. - ---- ::.;. a 190 .. .. 19os.. Lison :.. __ - - - - - _1.--- - --- - -------- ,90,53 895 -/--- -.-'`� _ �� - p er• 70 10 21-75:0 • 189 10 ..� -40-10-10-460-150--140-130-120--40--1 r-90-80--70 60-50 i 40 30 20 10 10 20 3 10 10 0 0 60 80-9 1930.. -4925 .. .. m $ oP • i -- 4..: .. 193C 19L 1920. . 915 _ . .. _. 1 ... m . .F J F : '':,...--L .7', . : .. .. ... : : .1920 ICIc 910 _ ,4 ry a __ ' - - - - -- -y ------- '- ---. -_. . . 191C - 1911'_. -1�5 .. '.1900 _- -- .. --__--- ----- ----.--------- Y ��.---- .w ..n -w- I J , _ .. s 21-50.00 190C _.-1895 - 7r 160 150 140 130 120 1 0 100 90... 80.. 70 60 • 50 40 30 20 10 t 0 40 50 • 60 70 80 ,90 100 1 0 170 ; §:0 3 v«am.a SCOW r : 10' [2G:.SMR I sr>u-ss�em ko, SCOW 10' 919. 19 190. 180- 1 0 160 150 140 130 120 1 0 100 80 70 25 • 2 915 • 910 1905 __1900 1895 1 0 180 170 160 150 140 130 120 1 0 100 90 60 50 40 30 20 10 20 30 40 50 19C 80 70 60 50 40 30 20 10 73° 5.. 1920 15 910 05 1900 �1R95 190 180 rl tj0 160 150 140 10! 20 40 50 Il I$g 130 - 120 110 100 90 80 L 1 70 60 - 50 40 30 20 1 f0. 20 22 70 80.. 90 100 193 192 —191 190 190C 75.00 189 0 120 130 70 90 22-25.0C 100 0 190 189 1935 J930_ 1925 1920— 915 910____ 1905 -19on 1895 190 1 170 160 150 140 .1 0 120 0 90 80 1930 925 70 60 50 40 1920 915 910 905 190 1 1930 —{925 1920 915 910 LrOS - 170 160 1 0 140 130 120 1 1 0 ..160 150 140 130 - 120 1 0 100 70 92 92 9. 30 20 10 1908.40 10 $e a..a sco. �- o' ry�p/J IQRKBAM scan �- m' 3 .3MICHAELl $1•••.$514111 170 42292 20 30 .40 Y 60 SO 4 g 20 10 900.47 0 t0 80 70 1 L 5 60 50 40 30 20 30 40 50 20 10 0 10 20 30 - 40 50 60 70 I 22 80.. 82.0E 193. '192 192. 191- 19t 190 190C 7190 0 1.0. u'ah 2 41g 1930 1095 1920 _ 915 910 _1905 1900 895 3.55 Lt.. El. 1900.22 «a 1930 1925 20 915 7,1 910 qp5 1915 1930 _6925 $909.09 lr,m KIRIOIAM v«: Xd. r : lo• NGv� MICHAEL 101(1 Sl>AA-554,1 C.M 42292 1 193 1921 192 191 191 190 190 24 00.0C_._189 1920 915 910 1900 L_ 160...'. 1.0 _.. 140 .'.._.130.....120 10 100 90 • 80 I 8 _ylx w q 8" 71 . ! 1 70 60 50 40 30 20 10 $90..77 ------------ 191 193 192 192 191 10 20 30 - 40' 50 70 80 "90 .. .100. _ ..1 0 23 50 OC 941 09rk�� izo . loo 191 Igo 0 1 2 a 3 _)935 1930 - 925_ 920 _--1915-_ 1910 — 1905 1900 _J 1309.30 I: = °' iwr i- i +a MW1MICHAEL t� •-55161]) 24 75.00 193C 1922 _ 193= 1912 190° 1900 189` 935 1930 1925 1920 1915 35 130 25 1920 915 910 1900 -1895_ 3 g 24 _193= 193C • 1922 • 1912 X905- 190C 50.0G lav= 24 25 nr 391= 1932 1922 191C _190= 190C 189= 160 150 140 130 120 110 100 90 80 70 50 40 30 20 10 0 10 20 40 50 70 80 90 100 1 9224h�®®t 120 130 140 150 1910 rentor a i , ;o; 1 M MICHAEL S1PY-55K01 1.935 1930 1925 1920 1915 1910 1905 —1100 1935 1930 1925 1920 1915 1910 1905 1900 6 ,71 • Vet 13 �& a &? cc a, ge o1 :i 25+50.0C 193 199 -192 191 _19.10_ 1909 • i90( 191 0 25 191 ___190 125.0C t90 1935 1930 1925 1920. . 1915 1910 1905 1900 160 150 140 130 1110. 110 100 90 1109.14.. 11 1 -25-00.0C 193$ 19341 192 192 191 1915 1905 1905 40 - 30 20 10 0 10 20 - '30 40 50 60 70 IMILAksitle 80 90 100 110- - 1210 130. 140 ' - 140 • 10 9 m.a $cow r• t .0 M1�pp//��IURKHAM erica Scow rv.1a L,1 ..3MICHAEL 1n5516.it 124 935 30 . IX25. _1920— 915 90 IP$7 W 1 a _�. sura I i. Vis; : w 6 - 1905 _1900 • 193 __._193 • 192 _192 191 91 26 190 25.00 -196 _1935 1930 1925" 1920 915 910 1500 }935 1910 ,r .:.1925 : .. ... .. ... �, 1915t:�& . S: 81 X910 .. o -- --------i-- ' 1905 — 1 -.... 1 111b.6, y5 ' -6 193 193 -_192 - 192 1 1 0 x y i§0. Iso • 140 " -1 0 120 110 - 1oo 90 - 80 70 60 50 40 30 20 10 0 10 20 30 40 SO 60. " 70 - "80 "- 90 ....100 6 a 915 1 30 -1925 1920 1915 910 _1905 1 1 : a Wei MICHAEL KIRKH 935_ 11930 :.. }925 1920..:.... 915 910 1905 35 1930 25 « oW • .181 _ CN 611 1.r _ .91 .15 'n 193 193 _192 192. _191 ▪ 1920 915_- 6' 910 ., 1905 ri a • oW n I _ oN_----:�:1 } 5 x 19151 3 r 160..... I.0 l 0 130 120 110 100 90 80 7p 60 50 40 30 20 10 10 20 30 40 50 60 70 • 80 90 100 '1 0 26 tfs4h 4¢4V4 120 t 0 140 1 0 160 iQi '193 152 192 .-191 191 50:0 3 wrtkd�a 5e0M 1' t ,0'11CMI�CHABLI 51Vu'-5516�2� w.42292 935- 1930 ii925 '1920 915 1910 ........... 11935 1930 4925 1920 919 910 _1.905 31 x 0 1 a 12.:5 _393 193 192 192 I1R $gypt 939 130 _1925 11920 919 • 910 _7905 191 27-25.00--190 t 0 140 - 110 100 80 TO 60 50 191'" 40 - 30 20 10 0 10 20 30 40 50 100 1 193 193 _192 192 _l91 2 1930 1920 -1915 910 905 �or:zan. Scan 1• i m Y r,:ca. $9.014.:- 925 1920 915 910 J905 160...... to 0 0' 130 120 10 100 80 L — a m a 8 = 8N 14 • :9,2.39 a . —193 193 r 1,42 2& 0o oc 192 191 191 1QQ 70 60 40 20 20 30 40 50 60 70 80 100 10' 1 4 4mtS 0 0 m.a xae . . o' POW)KIRKHAM va nw xa. r. io 1 NGC") MICHAEL srn66-5516m slate .0. u 910 X905 _1935 1930 925.- 1 20 915 1910 905- 1930 975 160 150 140 130. 120 110 100 90 80 70 aLS•P .4 alt; .r t PWo i i 1 1.36, 19.1.10 50 4 30 20 1 19rj,9. r 10 20 30 40 50 - 60 70 80 90 C.r..2292 E 935 1930 .1925 1920 915- 910 r o.x io �l 1n L:.3 MICHAEL' 9i0Y-5961b C.,..'2292 -r 1930 Y 21 29 �'p m 4,,.. w� 91 _ _ _�_______-ice S 2925- 9 1920 ' • 915 910 t9f155.. ;2 1930, 20 915 910 __905 W W i d c Gt.` 191723 t 1 191 193 i9➢ 192 -29 75.0 —193 193 _92 192 19.1 191, —.1.90 tt 1943.29 -29 103 193 192 192 191 191C 50'OC�� 160 110 0 0 " 120 '1 0 100 90 80 70 60 50 40 30 20 10 0 10 20 30 4 50 70 80 90 100 10 120 130 190 150 - '1 2 -193K 1930 -1925 1920 9]5' 910 X905 1 20 X915 05 915 1930 25 05 s lo : 150 140 9 190.19 N .▪ 9 . .20 c :90 0 1911.95 i 2 - 130 120 1 0 100 90 80 70 60 50 40 20 10 0 10 20 30 40 50 a,ra s<a9 r w F1 vi�p,�3 IQHKHAM ve.rcoi scan r- ro WL:a MICHAHL srou•ssr6r» Vett :1920 915 910 _1905 Pry c: 7°- A :I. ;14!z-,8 S .193 193 192 192 191 • _19.j ..1 935 1930 3 3 2 1925 1920 915 10 05 Y 3 -- ----------- ------------ ---- -- --- -------- -.191 1 3 31-25.0C 90 Ww 92. .a aMs gam. 191.49 iglu 193C i9Jc 31 00.0C • 192C 19;6. 191C 1909- 1,935—� 1930 I J,995 • 1920 91 910 Kim 10 160''. 150 140 ,911.6• 130 120 110 100- 90 80 70 60 50 40 30 20 10 193 —191 192 191 191 —30 10 20 30 40 50 60 70 '80 90 100 1 0 0 1 0 1 0 1 0 1 935 1930 925 _1920 915 910 1905 • )935- 1930 .4925- 1920 915__ 1930 -1915 111920 915 1910 _1905_ • 150 140 130 9 111041 v.i �3a sur• r : i0MIXn1COW4AM a sw• r : a L3 MICHAEL SIVu-5516111 C.h. 5224) 32 32-00.00 -0 Od —c. .__ g •-.._._ 93,1 - . . a - N 320 I 0 100 90 - 80 70 60 50 40 30 20 i0 4I I.02._ 0 20 30 31+75.0C 193 19 191 193 191 192 190 191 190 193 31 193 197 192 191 191 - _ _ 50.0C 40 50 60 70 80 90 100 1 0 1 0 • 1 4r cam 0 140 I0 R 2 m.a xaa 1 w- ffvvl1pp�� )QRRK IAM MICHAEL 1,935 11925 _11921 915 91n 1905 1900 m • • 193 i9Sr �«�-- w a- la �"n 0 0� .�. YI' .. .. 191 44 ti -1,4441&244445.„ -__ .-_ -r_-__. ---'1- lr1t----- ------- L,r.J YJdi. YL-ri .... -.-_--"-------- _-191L .... _ .. .:. 1905 32-50.0C <.,,or 192 192C • 1 8 - 41. 925 _192 915 910- 1905 1500 lain 25 20 915 910 1I 05 on o $Y ..mss. .P .. ; 3�- r,? g 87, -0 N 0:417.:.--'_- - --" ---no Igl _------ Y _-_ -- 19-sr 1925 1920 1915 1910 .. ... .1905 32+25.0q 9or oN ;1"7: II mar 192 191 191r 32421.44 190 18nr 160 - 150 140 130 120 110 100 90 80 40 30 20 1 20 30 40 50 60 70 80 90 100 1 0. 90 ,10 lo 1,0 1930 925 .i920 915 __1910— 1905 _190 1930 925. 1920 915 1910 1905 ___1 011 .no , �m I Wool 350040 C sie°`1�a sccar I- i mII'H1A MQRHAAMI v5 0'O C. 42292 WET Nts. 33 oo:OC 1905 190C_ 1970 925 1,920 9 915 950 3905 9 N _1900 ;o I• qti 1r 1sr.7 32 75.0C 1g3C_ 1925 fq2r _ 1915 -1910_ 1905 190E 160 1°0 110 1 0' 120 10 100 90 80 70 60 50 40 30 20 t t0 20 30 40 50 60 70 80 90 100 1 0 2Q 0P@:' 120 110 ' "1 0 t10 160 ' tr 2 2 1930 1925 -1920 915 910 1905 __19nn RN. WW 2 T �r v No g CQ 8� 8 _ Ni`� -_ __.. _� r1 tck rNwricoi d S$ ..� i- , io WLv.1 MI�AH I W.V..-5516M 35 1930 • 1921 1920_ 191 -191 190 00.00._]90 34 }910 t,_ 1925 20 • 915 91'1 1905 _1900 twi 111 am $� a8o ^o - .-b'- _ `_ {__ air 5o • 3 13 zs 0 -_193 192 192 191 -191 190 190 9141 1925rr� than 2 915:. 910 —_ = Rl _... a _ -►— t. i - �- -- - ri• a 1906.11 fi ' 1905 00 2 193 192 192 191 191 3i -5(1'0c 190 • 190r 160 - - 150 140 130 - 120 110 100 90 .._80 10.. 40 30 20 10 10 20 30 40 50 60 - 70 80 90 100 1 0. a20 _...1 0; - .1< 0.. 110..._.4-C 2 915 -1910 1905 • _190 —A930 1925 1920 915 910 1905 1900 • 906.65 ran m 0376 v t:coI a Scae 1 �^Hd tzg1 n «w .901.05 160 150 140 130 120 110 100 90 80 —661 go 907.15 cc 0;4N 70 60 50 w• L..1 3 MICHAEL STP/A-5516171 36 40 30 20 10 0 10 20 30 40 50 60 70 80 90 190 1 0 to 10 10 10 0 1925 1920 _19I5 910. —1905 1900 _1895 I ,„W nr as O GN i ON 17.42 _1930 1925 Y _1920 } 915 910 1905 _1900 • 2 (xoriz n,ol xow I ..co scar i • ; lk,WvlM171CCHAM.l S'P",s+s:n I .3' 1411 n C. .22Y2 191 _191 190 190 35+25.00 915 915 910 1905 _1900 g$ _ og 0 8 �n T E — l� 160 l.0 .... 1� 0 130" 120 110 100 90 80 70 11 20 10 0 10 20 50 40 $N 8CC 4 n I - - - ;.._._„,,,p44,24,1_ 1 • 30 40 50 60 "' 70 1atC- 1909 T35 -00.000C___ 90 190 1 10 10,: 110 1 0 1125 1920 9)5 1910 905^ 1900 —1895 _1975 .1920 • __-1915 910 _1905 1900 _4895 tea. — — - € -r - _ a,e � S� 54A I 00 91.66 ... - LaI Sa 77177.7 mo dal '90100 ` g L9Z5 _ 1920 _J915— 910 ; q05 1900 _180 160 150 140 730 120 110 100 90 80 70 50 40 30 20 v«i:cnra 5wM r tp Mp� micH AM �o•c. •• uei sea. r 10 WC.3M>CHAEL vc•.•ss�6 c.v..zz9z 20 30 40 50 60 70 80 90 100 1 WIT 0 t;0 150 1-0 150 160 4- .0..100.101 Scott r 1 w• tg/ vrt:Cd 5001. r 1 10.W R MICHAELA 0000 511,0-55'.61, 59 192S 1920 915 910 _1905 1900 2 x 51 192 192C 191' 191C 1905 36 190C 75.00 AaeG., - r = r 910 � t9(15 00 £ 1925 1920 _,915 199' i mg 1910 1,905 1900 _1899 190.90 ' 8,2 g r.ITO 1920 191° ,..n 1 >8 0 ; 8�: ...... 1 POS.. 1900.10 a 4 160 150 - 140 130 120 110 100 60 50 a0 20 10 10 20 30 40 50 60 70 80 90 140 ._" 1 191C • /11/2011 ::25:550 w: 915 ]910 1905 •1895 i>q .95 1 tits Ro rK.o,�a 1 e i , io ((1vT1p,q1X1RKHAMI ••��"a co S o. 1 no. Lts1U.43MICHAEL sip.. -5516m C.9.0292 38+25.OG 190 189 915 __19)0 1905 19013.-- 1895 9001895 1901519 36-oo.00 91 191 190 19 189 925 1920 915 • 1910 1905 1895 0 N N _1 9 .15 1902.11 r 1J�I L 100 90 80 70 60 40 30 20 10 37+75.0C 192 192 191 191 190 190 189 0 37+50.0C 193 192 1920 191 191 —190 190 189 10 20 30 40 50 60 70 80 90 100 9 0 I0 11 1 -, 0 ,io 1 0 0 a Sege t .m KIRKHAM� ^' vat olwRI / [r n sect. r : • MICHAEL 51P00 5516471 ' i90 JS 70 60 50 40 30 20 10 0 10 20 40' 50 '60 - 70 - 80 '90 100 "'1 JOINT SEALANT 1" PREFORMED 1" PREFORMED EXPANSION JOINT FILLER £XPA151DN JOINT HUFF CONCRETE BARRIER CURB* O/ANT111E5 CONCRETE 4.55 CU. )#./STA. AREA 1.228 S0. F7. CONCRETE MEDIAN CURB* GU4/17171E5 CONCRETE 4.42 C7/. YDS./STA. AREA 1.192 50. FT. NOTE: 001E INCH PREFORMED EXPARVIN JOINT FILLER SHALL BE PLACE° A7 INTERVALS OF WHIM THAN 100' ROI CONCRETE BARRIER CMB, =CRETE 9(01AN CUM, A18) CONCRETE LYRE, TYPE T. 9" 1"R 9777: MA7 BE USED MIEN 7 I5 LESS THAN 12" INTEGRAL CONCRETE BARRIER CURB QUANTITIES CONCRETE 1.33 CO 100.1574. AREA 0.359 50. F7. M'1. 4 LCNC17UlINAL BM TO 8E CAPPED AT COTTRACTIOV JOINT LLCATIOK; 3" MIN. 6" MAX. N. 5 8" TIE BARS Al 5'-0" CENTERS MITE: USE PTV 1 15 I?" O1 GREATER INTEGRAL CONCRETE BARRIER CURB ALTERNATE TYPE OVANTITIES carom 1.33 CMI. IDS./STA. AREA 0.359 50. FT. INTEGRAL CONCRETE SLOPING CURB OlANTITIE5 CONCRETE 0.61 CO 1775./STA. AREA 0.167 50. F7. /'-0" i INTEGRAL CONCRETE SLOPING CURB O ANTITIES 7006(77 0.46 CU. IDS./STA. AREA 0.123 50. FT. COYINACTIOY JOINTS SHALL BE CONSTRUCTED TO MATCH LDC17104 d• (5157I/4 JOINTS FLOW 7'-O" JOINT SEALANT k 4 FLOW1 MEMO 6OP418104 101/17 FILLER EXISTIAB 70404017 PAVEMENT THE AREA BETWEEN CIRO AAO EXIST/AC CONCRETE PAVEMENT 70 BE CLEARED AND ROLCNFAE0 45 DIRECTED 87 THE ETCIAEER 1,0" CONCRETE CURB. * TYPE I WANTITIES CONCRETE 5.22 CU. YDS.1574, AREA 1.408 50. FT. TA. 4 LLNCITLOINAL 8.111 TO BE GAPPED AT CONTRACTION JOINT 107471080, 3" MIM, 6" MAX. /tl. 5 x 8" 71£ BARS AT 5'-0" CENTERS ID BE DRILLED AAD CROWED 1N70 EXISTIAC CONCRETE PAVEMENT (91711 APPROVED 6ROL17) CONCRETE CURB. TYPE II 01.1.1117171E5 COICRE70 0.87 CO YDS.1574. AREA 0.234 50. FT. - T/4 a" M1N� X+ g JD1NT 1 INTEGRAL CONCRETE CURB OMN7171£S C710701E 0.89 CO Y00.1574. AREA 0.139 50. FT. /108 1'-0" Na 4 LO8611L8111.4L BM TO BE 2" CAPPED AT CONTRACTIONJ01//T e9 al LOCATIONS; 3" M1N., 6" MAX. Rr I{ SAM CUT 4" MIN DEPTH TILER RESERVOIR EROSION CONTROL CURB CONTRACTION JOINT THRU CURB °/ANTITIES 704040TE 0.81 CO YDS./STA. AREA 0.119 SO. FT. NO. 5 8" T1E BMS AT 5'0" CENTERS INTEGRAL CONCRETE CURB ALTERNATE TYPE OU.WTIT1£S morn' 0.87 CLC 1D5./S74. AREA 0.234 SO FT. NOM T _ PAVEMENT 1111XAESS RO !E8 09 4All➢IL RLWSOf AD 441845 *00845Ffl01715 18 M801 M11Y85 001)140 REV. N0. DATE DESCRIPTION OF REVISION NEBRASKA 001853NEN) OF ROADS STANDARD PLAN NO.301-RIO PAVEMENT DETAILS OR161NAL, JAMIM133 31.1974 3 RTES: 1" 01A. r 18" DOM 8665, T=6" 70 8" 1W DMA. r IB" D01EL BARS. T OYER 8" EXPANSIOYTLOE EXISTING SLAB 0 ' NEI SLAB O GREASE 008ELBAR ON EXPANSION 7LE 510E pe r MIMEO E5AM106 JOINT FILLER © JOINT cc. ANT 0017EL BARS SHALL BE DRILLED 10 A 1E777 0 8" INTO EXISTING SLAB AND MOOTED. WiEL BARS SHALL 8£ PLACED AT 1'-0" CENTERS. TIE ours/8E BORER BAR SHALL BE FUCED 6" IRON 77/ EBG£ 0' TIE SUB. THIS JOINT SHALL 8E 60NSIRLCTEO 7RAIKYFRSE TO TIE ROADIAY MERE INE NEM CONCRETE ABUTS THE EXISTING CW1E15 OMR 8465 SHALL BE PLACED PARALLEL 10 77E MORAY f AM 7O THE RIMMED. EXPANSION JOINT (SUBSIDIARY) AQ 5 x 18" TLE BARS AT 33" CENTERS TO 8E MILLED AND GROUTED INTO EXISTING SLAB. CONCRETE BASE COURSE W/INTEGRAL CURB NO. 5 r 18" TIE BARS AT 33" 0117g5 TO BE DRILLED AM GROUTED INTO EXISTING SLAB. 7'-0" EXISTING SLAB 1 VARIABLE 711E FLUORITE M7E IS TYPICAL FLM CONCRETE BASE COURSE I/INTEOPAL LYRE AM CLMCREI2 PAVEMENT 17LEN/NG: COV1RACI10N AM EXPANSION JOINTS SHALL BE CO61RLC7E0 TO MATCH LOCATI06 OF EX/STING muffs. CONCRETE PAVEMENT WIDENING LME /Aril PREFORMED EXPA/610N JOINT FILLER SHALL 8E P1ACE0 ACROSS 789E FULL TOOTH OP 716 LE01AN SLRWAC/AG Al INTERVALS OF NOT MORE INAR 1B'-0'. LONGITUDINAL JOINTS OE INCH DEEP SHALL BE MADE IN ALL IEDGNS MEN SDRFACIAG INOTH /5 16' OR GREATER. 7RANSHOTS2 JOINTS OE INCH DEEP SHILL BE MAGE IN ALL MEDIANS AT INTERVALS OF NOT MORE THAN 8'. TRANSVERSE AAD 109611LDINAL JOINTS SHALL NOT BE FILLED. JOINT SEALANT 3' MIN. SLOPE 25 %" R J — I" PREFORMED — EXPAA6/O4 JOINT FILLER JOINT SEALANT L DETAILS OF CONCRETE MEDIAN SURFACING 7" PREFORMED EXPANSION 101117 FILLER X.y I I 2" I or VARIABLE CME INCH MEOWED EXPANSION JOINT FILLER SHALL BE PLACED T INTERSECTION REIMS AM MERE SNOB 0V 711E PLANS. TRANSVERSE JOINTS SHALL BE 760V/0D EVERY 8' OR MERE SHORN ON THE PLANS. MTE: RECESS THE EXPANSION JOINT FILLER 114" FROM 772 177 51EAC£ OF TIE CURB TYPE RIMER CONSTRUCTION DETAIL FOR CUTTING EXPANSION JOINT FILLER VAR/ABLE lY-0" M/16 TO 3'-6" MAW COMBINATION CONCRETE CURB d GUTTER lY OPEN/NC FOR 51189 POST IMETID 7 PR£FQRYED 1/ EXPANSION JO/NI FIRMER 1I/JOINT SEALANT 7'- A 72' OPENING FOR SIGN POST 8 L 1" PREFORMED EXPANSION J01NT1111ER WANT SEALANT PLAN 1'-6 A 4" MEDIAN SURFACING 7'-6" 4' MIN. JOINT SEALANT 7" PREFORMED EXPANSION JODNT FILLER DETAIL AT END OF MEDIAN ISLAND 4' MIN SECTION A-A N5' iH ON ' mon ,Ae(/ A 8' MIN. FOR 6" CURB 6' 1111. FOR 4" 61498 4" MEDIAN SURFACING l "-6. 4' MIN. JOINT SEALANT 7 PREFORMED 6A7.41510Y JOINT FILER c PLAN 6 008(12 ISLAM MSE TOP OF SLAB CONCRETE PAYFLENI SECTION 8-8 SECTION C -C D AIWA D SECTION 0-0 NOTE: EXISTING 604CR27E PAVEMENT 15 TO BE RELDYED IN AREA COVERED Br 6'10619£72 ISLAM NO5E. DETAILS OF CONCRETE ISLAND NOSE CONCRETE HEADER NOTE: T = PAVEMENT NOCAOE55 Rq B.9 N REV. N0. 158 09 1 845/852 REV/OS YNt05 I WITNYE R!Vbd'S YY lY 867/9E RDISOM5 DATE DE5676T10N OF REV191241 NEBRASKA DEPART100 OF ROADS STANDARD PLAN NO. 301 -RIO PAVEMENT DETAILS ORIGINAL, fi 0 1-O INTEGRAL CURB JOINT SEALANT 9" 7" PREFORMED EXPAASIOY JOINT FILLER DETAILS OF CURB DROPS R BARRIER CURB mm min EMNEW WIERS EFE IFIEN ME VELA InvaMEIP3111 MEM Mil NUM Ff9 R = RADIUS X = APT (X 6 R IN FEET) DRIVEWAY PLAN 2" 604146 648 (7) 70' MNL IS REWIRED WREN THE (91974G GRADE 15 GREATER THAN E8% I2) 70' MIM 1S REWIRED WHEN NE EXI57140 GRADE 19 GREA7ER MAN E75% I3) 10' MIK ROCW01/6 IS REWIRED WHEY TIE EXISTING GRADE 15 GREATER THAN ±220 .2.3% TO .10% 10' OE'S. (4' MIK) 4' WN. TRANSITION SILEWALK TO MEET DRIVE (DISTANCE VARIES) R(5E LESS THAN 6" (8X SLOPE) RISE GREATER THAN 6" (50 SLOP£) SLOPE SIDEWALK A. 4' MIK SECTION E -E (RURAL DRIVEWAY) SECTION 6-0 .2.0% 5' SIDEWALK 14' MIN.) EXPAN510Y JOINT FILLER SECTION E -E (URBAN DRIVEWAY) I'-0" JOINT SEALANT 7 440£09)00 EXPANSION JOINT FILLER 4.4150 VARIABLE I I VARIABLE CROSSWALK DRIVEWAY NOTE: SLOPE TOWARD mar 20 `�• R •. • X" R VARIABLE SECTION F -F (URBAN DRIVEWAY) SIDEWALK — TOP OF DRB . 0" MINIUM .8X MAX. -8% MAX. (1) .150 MAX. 150 MAX. (2) PROFILE URBAN DRIVEWAY WITH SIDEWALK (MAXIMUM PERCENT OF GRADE) EXISTING r PREFO?LED EXPANSIOY JOINT FILLER SHALL BE PLACED IN ALL 510EMALKS 0R CROSSWALKS AT INTERVALS OF 4XI7' MORE THAN 50'-0", AN) 47 ALL POINTS MERE SIDEWALKS OR CROSSWALKS ARE ADJACENT TO WI0. IF SIDEWALK OR CROSSWALK 70 BE CONSTRUCTED IS LESS THAN 50'-0" IN LENGTN. Ott SUCH EXPANSION JOINT SHALL BE RACED A5 DIRECTED BY NAE EAC/MER. NOTE: 7 = PAVEMENT TH10KN£55 R0 FEB 09 WYT47E REV4(00S R9 NANO 4.070.7E RLVAAM R9 4.4 b wane 05460 S REV. W. DATE DESCRIPTION OF REVISION NEBRASKA OEPARDLE/IT OF ROADS STANDARD PLAN NO.301-RIO PAVEMENT DETAILS ORIGINAL. AMAWAAY 31.1974 } TRANSITION NA, 10 TSP. TRANSITION RAMPTRANSITION nal -� -MA708 Emma — COSTING GLJTIERLINE PROPOSED CJTIERLINE M47111 EXISTING # 1% PR£FERED WERE 7RAFF/C STOPS. L/9 TO 5% ALLOWED RIME TRAFFIC MIMES THROUGH THE CROSSWALK 1171RI117 STOPPING TINCLWIOG TRAFFIC SIGNALS). GUTTER PROFILE DETAIL IT -0" FOR FOOT REST SWING SEE SHEET I NOTE A 4•-0" rutting SPA 6•-0" 1YP. 15" RISE) SEE 1071 4 15•-0" MAXIMA, 8R001419 SURFACE 1.5X y' 8.39 MAX. . 8" 0£P111 71P. TYPICAL RAMP PROFILE 710/1 LINE OF GLITTER INDICATES 5$" MAX.) PREFERRED EXPANSION JOINT FILLER YOH JOINT 5EALW7 MEDIAN CROSSING IF 10'6 DETECTABLE WARNING PANEL PLACEMENT DETAIL DETECTABLE YARNING PAWL SEE PLACEMENT DE7A16 AAO SHEET 1 101E 3 JOINT SEALANT 55" IMAX.) PREFORMED EXPANSION JOINT FILLER 1.50 TTP. 18.30 MAX.) A% STOL LER SLOPE 40 (TSP.) a I'-0" MIN. TZ, A'-0" MIN. DETECTABLE WARNING PANELS a� —REMOVE CONCRETE CURB 70 THIS L1NE NEN EXISTING NEI EX/5T/NG NO BEVELING BEVEL AS REWIRED WEN £8157/NG 510£114/6 DOLS NOT AE£T THE 29 CROSS SLOPE. BEVEL/NG 70 MEET PRONG 1S REWIRED. THE 510EMALX PANEL ABUTTING THE EX157104 5/0E1ALR TRUER MAY N07 8E 20 SLOPE): WILD FOUL M107H OF THE NEN SIDEWALK, ON 2X MAXIMUM CROSS SLAY AND BETEL THE EXISTING SIDEWALK EDGE INHERE 17 DEE5 NO7 MEET THE TEM WITHIN y". THIS WORK 15 SOBSIDIARY. 6577ER LINE BEVELING DETAIL MATCH RAMP SLAY 1.50 TYR 18.30 AGAX.1 REMOVE 181681TE CURB ro THIS LITE EXTENSION Of SHOULDER SLOPE NOTE: COW/NATION CONCRETE CLUB AND GUTTER MAY BE REAIOYfO AD REPLACED 1N L7E0 OF M/6LINO CURB DETAIL NOTES) I. THE SURFACE Of ALL CURB RAMPS SHALL 81 89814£0 PERPENDICULAR TO THE SLOPE OF 704 CLR8 RAM. 1. CARE SHALL 81 TAKEN 70 ASSURE A O/IFORM GRADE ON THE CUR8 RAMP. am- Of SAGS ANO SHORT GRADE CHANGES. 3. ALL CURB RAPS SHALL BE CCNSTROCIED rum A DETECTABLE WARNING PANEL MVP). 2 FT. A 4 F7. M111116RL. PLACED WHIN 2" OF THE BACK O: CURB. DETECTABLE MARLING PANEL: - SHALL BE PATO FOR BY THE S0. F7. SHALL 8E FRO! THE ',PROMO (RODBC7 LIST SHALL BEA CONTRA$TINO COOP TO THE SURROUNDING 5WACI0G. SHALL EXTEND THE MU 1110TH OF THE CU9B RAMP. NEN COR8 RAPS SHALL NATE CAST IN CONCRETE DETECTABLE 11ANNING PANELS. A. TURNING SPACE SHALL NATE ANN AN DIMENSIONS OF 4 ar. + 4 FI. AND SHALL BE A MINIARA1 1 FT. FROM ART )95TACE SUCH A5 A CURB OR RETAINING WALL FOR SWING OF WHEELCHAIR FOOT REST. THE SLOPE SHALL BE 2X MAXIMAL IN ANY 011367/81. 5. THE MORN OF COL57RLM71NG COPE RAMPS SHALL BE INCLLDEO IN THE OIANI171E5 FOR "COLCRE11 S10E1ALK5". "COLCRE7E NEDIAN SURFACING" OR "CONCRETE BIKEWAY". THE WORK OF MODIFICATION O: NEM OR EXISTING CLARE IHLL NOT BE PAID FOR DIRECTLY. BH7 WILL 81 CONSIDERED SCOT/0/ARr 70 OTHER TIERS Of IRWMC FOR RIICH D/REC7 PAYMENT /5 MADE. 1:--:•1 REM LEGEND DETECTABLE YARNING PATEL WW1 MOORED COR8 RAMP WHEN SX TO 8.3% RAW FLARE CRASS OR NON WALKING SURFACE CURB TRANSITION CURB FACT SLOPE 1 VERT. : 2 HOPI. N ERU AIL OF PLAY REMOVED (PRO/I.C.) REV. ND DATE OCSCRIPLOR OF REVIS SLOPE LEGEND THE 18N7RAC(OR SN0Gt0 ACCOLPIT FOf COY57RNC7TOY 78LERANCC5 70 (86 5N7 EXCEEDING THE MAX/5641 SLOPES. AN7 561/9£5 FXCE£DIMG THE MAXIMA'S SHALL N07 BE ACCEPTED WITHOUT PA1LR APPROVAL FROM INC PROJECT MANAGER. NEBRASKA 8EPARIMENI 0( ROADS STANDARD PLAN NO.303-RI CURB RAMPS ACCEPTED BY FHWA FOR USE ON THE NATIONAL HIGHWAY SYSTEM: w. �CINAI.�'•' ORIGKL8/, YARN � .2010 SIDEWALK/TURNING SPACE A00 RAM CROSS SLOPE 1.59 TYPICAL, 209 MAX. 560(1 .mi RA1W MIRING SLOPE 8.00 TYPICAL. 8.39 MAA. ROY FLARE 90• TO RAW 9.00 TYPICAL. 10.00 MAX. SLOPE THE 18N7RAC(OR SN0Gt0 ACCOLPIT FOf COY57RNC7TOY 78LERANCC5 70 (86 5N7 EXCEEDING THE MAX/5641 SLOPES. AN7 561/9£5 FXCE£DIMG THE MAXIMA'S SHALL N07 BE ACCEPTED WITHOUT PA1LR APPROVAL FROM INC PROJECT MANAGER. NEBRASKA 8EPARIMENI 0( ROADS STANDARD PLAN NO.303-RI CURB RAMPS ACCEPTED BY FHWA FOR USE ON THE NATIONAL HIGHWAY SYSTEM: w. �CINAI.�'•' ORIGKL8/, YARN � .2010 5 S 6 s S = 1107, OF SIDEWALK (5'-0" 770.) 117 = RAW 11078 14'-0" MIN.I 172 - RAMP T107N (5'-0" 5111.) YI7M VERTICAL 0857445E L. SEE 80000010 DETAIL SHEET 1 MAIC, (01011NG SEE BEVELING y y y y + DEUR SHEET I y if CONCRETE (USE FLARES) y y y r-0" TAPER serum `l (ADJACENT TO MW -CONCRETE) y 1147E MSE COOTS) TURNING SPACE y SEE SHEET 7 NOTE 4 SEE BEVE7.111G DETAIL SHEET I + EXISTIN y y y y y CROSSWALK y � , EXISTING / CUTTER LINE FLARE 007105 !ADJACENT 70 CONCRETE) CURB TRANSITION CROSSWALK MATCH Ex/511w MATERNAL SELECT TAPER/FLARE 8ASE0 ON ADJACENT NATER/AL MERE 115 9 Fl. OR LESS, R c Y /MIN. 1107H , 4 FT.) 81(80 115 GREATER THAN 9 FT.. R = 4 FT.. EXCEPT FIXE PARI/TRAIL. SEC 551E1 L ,01E 5. ,-SEf BEVf11NG DETAIL 5!IEET 7 CONCRETE 5 CROSSTALK / 4'-0" TURNING SPA SEE SHEET 1 ROTE 4 1.55-- TURF TAKE CMS) ISOMETRIC VIEW 6'-0" AP. 15" RISE) 15'-0" MAXILRAV BROLaED SUFLFACE CROSSTALK DETECTABLE TAMING PANEL SEE SHEET 7 PLACEI£NT DETAIL AV NOTE 3 JOINT SEALANT r 7MAx.l PREF094E0 EXPANSION JOINT FILLER B.3x CURB DETAIL SEE SHEET 7 510'£ 1.5 , 4X SNIXN.O£R 5(010 11-01 B 0(0711750. TYPE A CROSS SECTION SECTION A -A TYPE A PLAN CUTTER LINE F:.::1 LEGEND 0E7ECTAOLE TA80/74 PANEL 1010) WOWED ORB RAW TEN 55 70 c. RAW FLARE GRASS OR NOV TALKING SURFACE CURB TRANSITION CURD FACE SLOPE 1 VERT. 7 5 NOV. SEE BEVELING DETAIL SHEET 7 Y : TWIN OF 51DEYALK 15'-0" TYR.) R1 = RAW WIDTH 74'-0" MIN.! 82 c RAW 71011115,0' MIN.) T1771 VERTICAL OBSTACLE SEE BEVELING 0EIA1L SHEET 1 CURB 04 TALL AS NECESSARY FOOT REST STING SEE SHEET 1 NOTE 4 A GUTTER EINE WNW SPACE SEE WET I WIT 4 ...ICROSSTALK SEE BEVELING DETAIL 5HEE11 EXISTING � 1'-0" FOR F007 REST 5,150 SEE SHEET 1 NOTE 4 —\ OBSTACLE SEE AWE I ,07E 4 I CROSSTALK TURNING SPACE SEE 5x0£7 NOTE 4 CROSSWALK 4'-0" TURN/NC SPACE SEE SHEET 1 AWE 4 CLUB LR TALL AS ACCESSARY TURNING SPACE SEE SHEET 1 NOTE 4 ISOMETRIC VIEW DETECTABLE YARNING 191E0 SEE SHEET 7 PILACE0007 DETAIL ANO NOTE 3 JOINT SEALANT Si" IMAX.) PREFORMED EXPANSION JOINT 7/11ER 0078 DETAIL SEE 5x££7 1 4% S1/0Z0ER SLOPE TYPE B PLAN SEE BEVELING DETAIL SHEET EXISTING ?ZONING SPACE SEE 5/a7 1 Ntl7E 4 -0" SLOPE LEGEND THE CONTRACTOR SHOULD ACCOUNT FOR CONSTRUCTION TOLERANCES TO PREYEN1 EXCEEDING 771E MAMMASLOPES. ANY SLOPES EXCEED w 7NE 44x178415 SHALL NOT BE ACCEPTED WITHOUT PRIOR APPROVAL FROM THE PRCJOC7 MANAGER. B" LEPTN 8110.1 TYPE B CROSS SECTION SECTION A -A GUTTER LINE CROSSWALK'', TT F£8 13 NL Cr 01.111 REM0G(f0 10094.11 REV. NO. OATS DESCRIPTION Of REVISION NEBRASKA DEPARTMENT OF ROADS STANDARD PLAN NO.303-RI CURB RAMPS ACCEPTED BY FMN. FOR USE ON IRE NATIO _ AY SYSTEM, 410L046.9*(' MARCH 22.2010 Wit SIDEWALK/TURNING SPACE A70 RAMP CROSS SLOPE 1.52 TYPICAL. 2.02 545. SLOPE ,mm RAW WAVING SLOPE 8.05 TYPICAL. 8.32 MAX. SLOPE FLARE 90" l0 RAMP 9.00 710/CAL. 10.05 MAX. SLOPE THE CONTRACTOR SHOULD ACCOUNT FOR CONSTRUCTION TOLERANCES TO PREYEN1 EXCEEDING 771E MAMMASLOPES. ANY SLOPES EXCEED w 7NE 44x178415 SHALL NOT BE ACCEPTED WITHOUT PRIOR APPROVAL FROM THE PRCJOC7 MANAGER. B" LEPTN 8110.1 TYPE B CROSS SECTION SECTION A -A GUTTER LINE CROSSWALK'', TT F£8 13 NL Cr 01.111 REM0G(f0 10094.11 REV. NO. OATS DESCRIPTION Of REVISION NEBRASKA DEPARTMENT OF ROADS STANDARD PLAN NO.303-RI CURB RAMPS ACCEPTED BY FMN. FOR USE ON IRE NATIO _ AY SYSTEM, 410L046.9*(' MARCH 22.2010 Wit R R A If SEE BEVELING DETAIL SHEET 7 1 = 8/07H OF SIDEWALK 15'-0" TM.? R1 = RAMP 1701(1 (4'-0" MIN.) 82 = RAMP 1/07(1 15'-0" MIN.) WITH VERTICAL OBSTACLE SEE BEVELING DETAIL SHEET 1 '0 '0 aW78 OR WALL AS NECE55ARY CO78 OR WALL AS NECESSARY --'- ORB OR MAL S' AS NECESSARY SEE BEVELING DETAIL SHEET 1 9 75'-0" MAX. IImpIRlll1111 llllllllw L N'-0" TAPER y CURB OR WALL A5 NECESSARY CROSSWALK GUTTER L/NE FOOT REST SITING SEE SHEET 7 PANTE 4 TURNING SPACE SEE SHEET 7 NOTE 4 CROSSTALK 4 TYPE C PLAN SEE 8(8251TG DETAIL SHEET 7 TURNING SPACE SEE STEFT I NOTE 4 1'-0" FOR FOOT REST SWING SEE SHEET 7 NOTE 4 0851Aa0 SEE SHEET 1 NOTE 4 4'-0" TURNING SPACE SEE SHEET 7 NOTE 4 ISOMETRIC VIEW DEJECTA&£ WARNING 8A41 SEE SHEET 7 PLACEMENT DEUR AND NOTE 3 J01N1 SEALANT IMAX.) PREFORMED EXPANSION JOINT FILLER CURB DETAIL SEE SHEET 7 4% SHOULDER SLOPE DEPTH 1790. TYPE C CROSS SECTION SECTION A—A GUTTER 117E • = WIDTH OF SIDEWALK 15'-0" 119.) RI = RAMP ROTA I4'-0" 1110) R2 = RAMP ROTH 15'-0" MDL) WIN VERTICAL OBSTACLE SEE BEVELING OEIAIL SHEET I EXISTING SEE BEVELING DETAIL SHEET 7 SEE BEVELING DETAIL 5NEE7 1 - CATTIER LITE TURNING SPACE SEE SHEET 7 NOTE 4 MINIM SPACE SEE SHEET 1 NOTE 4 67X78 OR WALL .45 NECESSARY FOOT REST SWING SEE SHEET I NOTE 4 CROSSTALK CROSSWALK TYPE D PLAN SEE BEVELING DETAIL SHEET EXISTING I'-0" FOR FOOT REST SWING SEE SHEET 1 NOTE 4 -T 065TAaE SEE SHEET 7 NOTE 4 CROSSWALK CROSSWALK ISOMETRIC VIEW 4'-0" TUNING SPACE SEE SHEET 7 NOTE 4 SLOPE LEGEND THE CONTRACTOR 5NOR0 40(491NT FOR CONSTRUCTION TO(9400(S TO PREVENT EXCEEOING THE MAXIMUM SLOPES. ANY SLOPES EXCEEDING THE 1AX/1Le1S SHALL NOT BE ACCEPTED 117HOOT PRIOR APPROVAL FROM 774E PROJECT MANAGER. 8" DEPTH 11YP.1 DETECTABLE HARTUNG PANEL SEE PLACEMENT DETAIL AND SHEET 7 NOTE 3 20101 SEALANT 5 " IMAO.) PREFORMED EXPANSION 201NT FILLER COW DETAIL SEE MEET 7 4% SHOULDER SLOPE TYPE D CROSS SECTION SECTION A—A GOITER LINE LEGEND M1DETECTABLE HAREM PANEL (DAPI mow CUOB RAMP MEN SX TO 8.35 RAW FLARE CRASS OR NON VEXING SURFACE CURB TRANSITION CURB FACE SLOPE 7 VERT.: 2 11LIR2. 00 Po FEB 73 ALA co PLAN REY0M'EO MOM) REV. NO. DATE O100887284 OF REVISION NEBRASKA DEPARTMENT OF ROA05 STANDARD PLAN NO.303-RI CURB RAMPS ACCEPTED 81 F177A FOR USE ON TIE ARTiON AY 5YSTEM 10-/i—b/s�- ORION/Li MARDI 22.2010 S10E,ALK/TURNING SPACE .4/8) RAMP CROSS SLOPE 1.55 TYPICAL. 2.05 MAX. SLOPE RAMP RUINING SLOPE B.05 1791CR, 8.3% MAX. SLOPE <m FLARE 90. TO RALE 9.0X TYPICAL, 10.0% MAX. SLOPE THE CONTRACTOR 5NOR0 40(491NT FOR CONSTRUCTION TO(9400(S TO PREVENT EXCEEOING THE MAXIMUM SLOPES. ANY SLOPES EXCEEDING THE 1AX/1Le1S SHALL NOT BE ACCEPTED 117HOOT PRIOR APPROVAL FROM 774E PROJECT MANAGER. 8" DEPTH 11YP.1 DETECTABLE HARTUNG PANEL SEE PLACEMENT DETAIL AND SHEET 7 NOTE 3 20101 SEALANT 5 " IMAO.) PREFORMED EXPANSION 201NT FILLER COW DETAIL SEE MEET 7 4% SHOULDER SLOPE TYPE D CROSS SECTION SECTION A—A GOITER LINE LEGEND M1DETECTABLE HAREM PANEL (DAPI mow CUOB RAMP MEN SX TO 8.35 RAW FLARE CRASS OR NON VEXING SURFACE CURB TRANSITION CURB FACE SLOPE 7 VERT.: 2 11LIR2. 00 Po FEB 73 ALA co PLAN REY0M'EO MOM) REV. NO. DATE O100887284 OF REVISION NEBRASKA DEPARTMENT OF ROA05 STANDARD PLAN NO.303-RI CURB RAMPS ACCEPTED 81 F177A FOR USE ON TIE ARTiON AY 5YSTEM 10-/i—b/s�- ORION/Li MARDI 22.2010 ROADWAY OCSIOR OIVISIOR 5 S R 3 9 : 9/0774 OF 510ETALK 15'-0" TIP.) R1 = RAMP 9107H14'-0" MIN.) R2 P RAMP 910177 (50" MIN.) NTTN VERTICAL OBSTACLE 4, SEE BEVELING DETAIL SHEET 1 + CR0551ALK 4, 4.CURB 6, v GUTTER LITE THERE N IS 9 FT. O4 LESS. R c N LN1M 910717: 4 FT.) THERE 9 IS GREATER THAN 9 FT., R = 4 FT., EXCEPT BIKE PAIR/TRAIL. SEE TOTE 5 !SHEET 7) TYPE E PLAN 'M SEE BEVELING DETAIL SHEET 1 y * 4'-0" TURNING SPA SEE SHEET 7 NOTE 4 CROSSWALK ISOMETRIC VIEW , I 8.35 MAX SCOPE GUTTER LINE DETECTABLE YARNING PANEL SEE SHEET 1 PLAC£IENT DETAIL AND ACNE 3 JOINT SEALANT W. IMAX.) PREFOR7110 EXPANSION J0/NT FILLER CUA DETAIL SEE SHEET I 4% SHOULDER SCOPE TYPE E CROSS SECTION SECTION A -A 9 c 91074 OF SIDEWALK (5'-0" 77P.) R7 P RAMP 910774 (4'-0" MIN.) R2 ' RAMP 450711 (5'-0" OPTIC) 7171 VERTICAL OBSTACLE SEE BEVELING OCEAN. SHEET 7 CURB OR FALL AS NECESSARY F007 REST STINGA 7(0711/9/0 SPACE SEE SHEET 1 tam4 I' SEC SHEET 1 NOTE 4 SEE BEVELING Gnat 1117 111111111111111 1111' 111111111111111111111 111111111111111 4, 4, T 5, i V i CURT y 4, 4, SEE BEVELING DETAIL SHEET I EXISTING CURB O4 MALL AS NECESSARY CROSSTALK A 7LRN1NG SPACE 5E£ SHEET 7 NOTE 4 TYPE F PLAN SEE BEVELING DETAIL SHEET 7 EXISTING CROSS 94( K ISOMETRIC VIEW 1'-0" FOR FOOT REST STING SEE SHEET TOTE 4 4'-0" TUNING 5P SEE SHEET 1 NOTE 4 • 6'-0' TIP. 15" R1SE1 75'-0" U401MLM BROOME° SURFACE 1 ..y LS% 8.3X MAT SLOPE 7.�A SLOPE L EGEND THE CONTRACTOR S40LA.0 ACCOCN7 FOR CONSTRUCTION TOLERANCES TO PREVENT EXCEEDING THE MAXIMUM SLOPES. ANT SLOPES EXCEEDING THE MAXIMUMS SHALL N07 8E ACCEPTED 917110U7 PRIOR APPROVAL FROM THE PROJECT MANAGER. DETECTABLE TARRING PANEL SEE SHEET 1 PLACEMENT DETAIL AND NOTE 3 JOINT SEALANT W IMAX.1 PREFORMED EXPANSION JOINT FILLER CURB 0E7411 SEE SHEET 1 4X SHOUED£R SLOPE ri. 2-0" f -0i B' DEPTH TIP TYPE F CROSS SECTION SECTION A -A LEGEND CEIECTA&E YARNING PAAf1 1081': BROOM?) CURB RAMP THEN 50 70 8.3% RAMP FLARE CRASS OR NOV TALKING SURFACE CURB TRANSITION CURB FACE SLOPE I VERT. : ?HON. Po FEB (3 .NL OF PLAN REIVORFE9 (177OW& REN. ND. DATE OESCRIPTION OF REVISION EMUS 4 DEPARTUENT OF ROADS STANDARD PLAN NO. 303 -RI CURB RAMPS 4CCEPTE0 67 MIA 704 USE ON TIE NATIONAL HICAMA9 5T5TEAN /A -IX 50T+OCR — ORIGINAL( MARCH 22.2010 OAR SI0£FALX/N.RNIAG SPACE AND RAMP CROSS SLOPE 1.5% TYPICAL. 2.0% MAX. SLOPE RAMP RIMING SLOPE 8.05 TYPICAL. 8.3% MAX. SLOPE 411111 <E,1)73 FLARE 90' TO RAMP 9.0% TYPICAL. 10.0% MAX. SLOPE THE CONTRACTOR S40LA.0 ACCOCN7 FOR CONSTRUCTION TOLERANCES TO PREVENT EXCEEDING THE MAXIMUM SLOPES. ANT SLOPES EXCEEDING THE MAXIMUMS SHALL N07 8E ACCEPTED 917110U7 PRIOR APPROVAL FROM THE PROJECT MANAGER. DETECTABLE TARRING PANEL SEE SHEET 1 PLACEMENT DETAIL AND NOTE 3 JOINT SEALANT W IMAX.1 PREFORMED EXPANSION JOINT FILLER CURB 0E7411 SEE SHEET 1 4X SHOUED£R SLOPE ri. 2-0" f -0i B' DEPTH TIP TYPE F CROSS SECTION SECTION A -A LEGEND CEIECTA&E YARNING PAAf1 1081': BROOM?) CURB RAMP THEN 50 70 8.3% RAMP FLARE CRASS OR NOV TALKING SURFACE CURB TRANSITION CURB FACE SLOPE I VERT. : ?HON. Po FEB (3 .NL OF PLAN REIVORFE9 (177OW& REN. ND. DATE OESCRIPTION OF REVISION EMUS 4 DEPARTUENT OF ROADS STANDARD PLAN NO. 303 -RI CURB RAMPS 4CCEPTE0 67 MIA 704 USE ON TIE NATIONAL HICAMA9 5T5TEAN /A -IX 50T+OCR — ORIGINAL( MARCH 22.2010 OAR 8 1 MINIMUM OF 5 CHAIRS SPACED A7 4611/01(6 INTERVALS FOR EACH SPACER BAR ti AO. 4 SPACER BARS AN e �1 [J EXPANSION JOINT FILLER /APPLIES TO EXPANSION JOINTS 01P.7/ r -i /'-0" 0.................... D-0" I'-0" 1-0" r-1 r -o" S L1 L2 DOWEL BAR HEIGHT AND DIAMETER P400E71 0176160 0040 BAR 5663 T6ICNNE55 11) Bµ DIA. KICK 1T/21 TOLERANCE 72 12'-0" PAVEMENT 5/2 _%1" 2'-6" 1050R YORE, 14" 15'-0' PAVEMENT IINCLUDE5 3'-0" SHOULDER) %j' 0 ASSEMBLY PLAN PROF:LE GRADE ELEVATION DOWEL BAR LOCATION TABLE L 1 L 2 L 3 .5µ5 CESOIIPTIIN 5" 72 12'-0" PAVEMENT 15'-0" 2'-6" 2'-5" 13 15'-0' PAVEMENT IINCLUDE5 3'-0" SHOULDER) 16'-0" 3'-6" 3'-5" 13 16'-0" PAVEMENT (INCLUDES 4'-0" SHOULDER) 16'-0" 6" 5" 16 16'-0" RAMP 6 LOOPS 214'-6" 1'-6" 1'-5" VARIES PAVEMENT WITH CURB 214'-6" 2'-6" 2'-5" VARIES PAVEMENT WITH CURB 16'-0" 6" 5" VARIES IRREGULAR AREAS 1WIDEN. FILLETS. CARE ) SLOPE A5 SHOWN ON PLANS 0 \ 0 0 0 6' 0 0 0 0 0 0 1" PR£FOR6ED EXPANSION JOINT (NEER SHALL BE USED FOR EXPANSION JOINTS MESS OTHERWISE SPECIFIED /N THE PLANS. 1'-0' JOINT SEALANT NET POURED) NO 4 SPACER BAR WELDED DIRECTION OF PLACEMENT NO. 4 SPACER 8AR WIRED 72 GNAW CHAIR SECTION CREASE W8EL BAR ON EXPANSION 716E 510E OAT PREFORMED EXPANSION JOINT FILLER ITO BE USED AT EXPANSION JOINTS ONLY) EXPANSION TUBE £ND WT AND 8EN0 EXPANSION JOINT (SUBSIDIARY) JOINT SEALANT (HOT POURED/ 00860 8485 r TEMPORARY FILLER GREASE BOWEL BAR ON EXPANSION 710E SIDE MY \\N._ EXISTING SLAB 0. EXPANSION 766E NEW SLAB NOTES: DOWEL BARS SHALL BE DRILLED 70 A DEPTH OF 8" INTO EXISTING SIA8 47.0 GFWT£0. SECTION M7TE51 THE CONTRACTOR MAY SL65T1707E 07HER OES1G115 FOR EXPANSION AND CONTRACTION JOINT SWEETS IN LIEL/ ON THE TUE WOW 1176 PR/OR WRITTEN APPROVAL BY THE EN1IHEER. 008£0 BARS SHALL 8E A 618/4 U/ Of 77W 1N LENGTH, CEN7(8(0 ON JOINTS AND BE SMOOTH BARS. TIE BARS SHALL 8E DEFORMED BARS. FOR LOAD TRANSFER 0EV10E5 AT EXPANSTON JOINTS IN LAMS OTHER THAN THE LAWS SHOWN. MAINTAIN 766 SPACING OF THE 1'-6" DOWEL BARS Al 1'-0" INTERVALS. THE ENDS OF THE NO. 4 SPACER BARS SHALL NOT 8E LESS THAN 3" FRO4 THE EDGES OF TIE PAVEMENT OR THE LONG/740/NAL JOINT. THE CONTRACTOR MAY LSE A MACHIN[ FOR PLACING THE 00181718/NAL 716 BARS 1N 01E0 OF THE TIE 8AR PINS If A MECHANICAL TIE 8AR PLACEMENT MACNNE I5 NOT USED. TIE BAR PINS A5 500W7'/ SHALL 86 0560. 7/6, 0081/0 6 SPACER BARS SHALL CO(O2M 10 INE MOMENTS OF THE STANOARO SPECIFICATIONS. KEY TYPE LOV6171D16AL JOINTS AAP TRANSVERSE COST8)1C11V JOINTS SHALE 8E EDGED WITH y" R. AT TIME OF CONCRETE PLACEMENT. CONCRETE PAVEMENT SHALL BE 7/HED MESS OTHERWISE SHOWN IN THE PLANS. EXPANSION 301675 SHALL BE INSTALLED AT LOCATIONS SHOWN 1N THE PCAN5. PAVEMENT PLAC£0 ADJACENT 70 R.R. TRACKS REWIRES 3 -EXPANSION JOINTS SPACED AT APPROX. 49'-6" INTERVALS. EXPANSION JOINTS SHALL NOT 8E SKEWED. T= PAVEMENT 7N/CKAF52 AR TIE DEPARTMENT REWIRES THAT DOM BASKETS BE PLACED /N ALL CONTRACTION JOINTS WW1 ARE 6'-0" OR WIDER. THE DOWEL BASKE75 SHALL BE PLACED TRANSVERSE TO THE DIRECTION OF WE PREDOMINANT TRAFFIC DIRECTION. R9 452 N .AVMA EMU S06 /0T 88 007.0 WAGED /4546' /01/087/00 87 MARC6 MATMLE 0.1MG£S REV, ND. DATE OESCR1PTION OF REVISION NEBRASKA DEPARTIENT OF ROADS STANDARD PLAN NO.329-R9 8 TO 16 INCH CONCRETE PAVEMENT • JOINT SEALANT (NOT POURED/ 5E£ JOINT DETAIL -, CONVENTIONAL SAWING DIRECTION OF PLACELFN7 -- AO. 4 SPACER 8485 WELDED 3" NTN. CLEARANCE FROM EDGE OF SLAB A MINIMUM Of 5 CHAIRS PLACED AT LNIFORN 1NIERPALS SHALL BE USED FOR EACH 12'-0" LATE CONSTRUCTION JOINT Z DETAILS OF "W" BAR 74" YAX. JOINT SEALANT '-N (1107 PCGWE0) 7fr" TIE BAR 6 COWLING ROTATE BAR 12 NECESSARY TO YA/NTA/N r YIN. CLEARANCE (OPTION 1) KEY TYPE A0. 5 IIWI AAO r -BARS AT APPROX. 2'-9" C785. OR 74" SOW AND 8 -BARS 97 APPROX. 2'-9" CTRS. OR JOINT DETAIL THE DOWEL 8AR SPACING SHALL BE THE SANE A5 SHORN FOR THE EXPANSION JOINT. REFER 10 BAR LOCATION TABLE AA0 THE DOM 8AR HEIGHT AND DIAMETER TABLE ON SHEET 1 OF 0 2 NO. 5 ' 2-6" TIE BARS AT APPROX. 2'-9" CTRS. (" 1' //110771 AS RECOMMENDED ~' BY THE 5Ar YAM.FACTURER ` (Si" a ,• JOINT SEALANT \ 0107 POURED? \ f EARLY -SAW CUT SEE JOINT DETA0 16 GAUGE METAL CONTRACTION JOINT LLNG17101NAL JOINT WITH JOINT SEALANT (101 POEM) EXISTING SLAB 9E" NAX. J0/NT SEALANT (NOT POOR£0) 71£ BAR PINS (OPTION 2) KEY TYPE NAX. TIE BAR PIN 72 GAUGE METAL PLATE 6" = 6" 50UARE SPOT MELD — 12 GAUGE METAL PLATE 6" = 6" SOLUTE NO 5 = 1'-6" TIE BARS ON APPROX. V-9" C7R5. 70 8E DRILLED AN) GROUTED INTO EXISTING SLAB 9" TIE BARS ARE 70 8E INSTAL ED WHERE /EY CONCRETE NIEM(117 1S PLACED ADJACENT 70 EXISTING CONCRETE PAVEMENT DETAILS OF TIE BAR KEY TRY JOINT SMALL BE USED ON ALL (07G1TW119.1 CONSTRUCTION JOINTS MIEN THE ADJACENT LME I5 NOT PLACED AT THE SANE TIME NOTE: LONGITUDINAL JOINTS NO TIE BARS SHALL BE CLOSER THAN 1'-3" TOA TRANSVERSE J0/NT. ALL LONGITUDINAL JOINTS SEMEN LANES ANO BE1ME(N LANES AND SHOULDERS MUST BE TIED. MEDIAN S7OLAD AOT BE TIED. SEE JOINT DETAIL TEM SLAB NO. 5 = 2'-6" TIE 8495 ON APPROX. I'-9" CTRS. O(EN 7=6" 10 10", NO. 6 = 2'-6" 11£ BARS ON APPROX. 2'-9" CTRS. KENT OYER 10" 11E BAR PINS SAWED WHEN Ir0 ADJACENT LANES ARE PLACED Al 711E SALE 71IE, THE LONGITUDINAL JOINT COMMON TO NE LAWS SMALL BE SAWED 12 GAUGE 1ETAL CHAIR 1,076: T = PASENENT THICKNESS R9 AA. N AXN7r EMU' SAI' OIR 08 OCT.78 CHA0E01Aa0 INFORMATION R7 11AR..05 MULTIPLE CHANGES EV. NO. DATE 0(0(81PT108 OF REVISION NEBRASKA DEPARTMENT OF ROADS STANDARD PLAN NO. 329-R9 8 TO 16 INCH CONCRETE PAVEMENT 5 i 0 1 rr LONGITUDINAL JOINTS I !1F AP6LICAOL£1 76'-6" STOP TINING 6" FROM EDGE OF DRIVING LAE WIEMINIMIEW FINING PARALLEL TO LOVWTWINAL JOINT 546E0 CONTRACTION JOINTS TINING WITH CONCRETE SHOULDER 6" HP. AOT TIAEO CENTERED ON JOINT 57O° INNING 6" FRO/ EDGE OF DRIVING LANE LONGITUDINAL J01NT LIF APPLICABLE! LIMITS OF TINING TINING LIMITS GORE AREA NOTES: 16'-6" TRANSVERSE JOINT SPACING IS THE STANDARD JOINT SPACING REGARDLESS OF T7E PAVEMENT TN1CXNE55. V VARIES FROM 70'-0" 70 MAX. 76'-61 THE 06N61RLNNAL JOINT BETWEEN 77E 5NDCEDE9 AAO THE Ir -0" DRIVING LANE 15 NOT REWIRED F07 SNOLOER WIDTHS OF 0-0" 07 LES5. TRANSVERSE JOINTS FOR 008E5E0 CONCRETE PAVEMENT SHALL 8E CONSTRUCTED PERPEAOICLLAR 10 THE 60.40(47. ALL CONCRETE SURFACES. NOT TINED. (NL REWIRE TRANSVERSE MOORING OR BLRLAP DRAG. L1.07 APPLICABLE TO SHOULDERS/ r9 AA. x .0*7. EAT SAY 667 AS OL7.A OAMCE0 TAMS AFLRMRA5 W MML05 MULTIPLE CNMN= RE0. !q. DATE DESCRIPTIO! aF RER15760 tE8R6SCA DEPARTMENT O ROADS STANDARD PLAN NO.329-R9 8 TO 16 INCH CONCRETE PAVEMENT CONTRACTION JOINT REORREO EVERY 12'-0" WHEN DRIVEWAY LENGTH EXCEEDS 20'-0" MAJOR INTERSECTIO/ 00/YEXA7 COMMERCIAL 0RIVEXA7 AL1£7 V Y r � � s INTERSECTION INTERSECTION JOINT LAYOUT (TYPICAL INTERSECTIONS WITH RAISED ISLANDS) STOP TINING 2'-0" FROM HACK 0< CURB LON6ITW/AUL JOINTS - rSTOW TINING 2'-0" FROM 8ACA' OF CURB TINING (TYP.) 8" TTP. NOT TINED '-1 CENTERED DV JOINT TTP. ti N0 SHOULDER DRIvERAT W SHOLO£RI GONG. SHOLOp . 1.046I7W/NAL JOINTS 16'-6" 1 SAWED CCNTRACTIOY JOINTS (TYP.I DR1YE►A7 y'� SEE PLANS N!� STOP TINING 6" FROM EDGE OF DRIVING LATE MAC PARALLEL TO LOK✓7UDINAL JOINT 8" TYP. NOT 7/NTD CENTERED ON JOINT STOP TINING 6" FROM EDGE CM DRIVING LANE RURAL TINING LIMITS WITH SURFACED SHOULDERS JOINT LAYOUT (TYPICAL INTERSECTIONS & DRIVES) L SAIEO CCNTRACTIOY JOINTS 1TYP.1 STOW MING r-0^ FROM BACK Of C/R8 TINING LIMITS LEGEND SAWED CONTRACTION JOINT LONGITUDINAL JOINT NOTES: --- 16'-6" TRANSVERSE JOINT SPACING IS TIE 57AA0AR0 `r JOINT SPACING REGARDLESS OF THE PAVEMENT IN/CKNES<< V VARIES FROM 10'-0" TO MAX. 16'-6 VARIABLE SPACING IS USED AROUND INTERSECTIONS ANO LARGE DRIVEWAYS WHICH 15 TIED TO THE CONCRETE LAWS OR SMOULDERS TO MATCH THE JOINTS. ALL CONCRETE SURFACES, ACT WED, WILL REORRE TRANSVERSE &ROOMING OR BURLAP DRAG. 1WT APPLICABLE 70 SHOULDERS) /B All 1 1X07, ENKY 5AT WI M 0.7.9 CNMCED 70000 WFO'W,9AW M MNA05 MOL005E CNAW^ES RIO. 60. OATE DESCRIPTION Of 70/15:(0 IA:BRASNA DEPARIMENT CF ROADS STANDARD PLAN NO.329—R9 8 TO 16 INCH CONCRETE PAVEMENT 6 PIPE DIA, GAUGE NOMINAL DIMENSIONS L t6" M t2" A MIN. B MAX. C MIN. Y 14%y" S APPROX. 12" 16 6,-055" 2,-0" 451" 6' 6" 4,3A" 254 15" 16 6,-1" 2-6" 6" 8' 6' 3,-11" 254 18" 16 6'-1" 3'-0" r 70" 6" 3,-8" 254 21" 16 6'-1" 3,-8" 851' 1'-0" 6" 3,-1' 259 24" 16 6'-151" 4'-0" 9" I' -I" 6' 2'-859" 259 30" 14 6,-151" 5'-0" 11" I'-4" 6" 1'-/051" 254 36" 14 8,-751" 6,-0" 7'-2" 1'-7" 6" 3,-754" 254 42" 12 8'-2" 7'-0" I'-4" I'-70" 6" 2'-5" 259 48" 12 8,-2" 7•-6" 1,-6" 2-3" 6" I'-8" 251 54" 11 8'-4" 8'-6" 1,-6" 2'-6" 6" 1'-4" 2 60" 12 8,-3" 9'-6" 1-6" 2'-8" 6" 1'-0' 151 66" 12 8'-3" 10,-0" 1,-6" 3,-0" 6" 1'-0" 154 72" 12 8,-3" 10,-6" 7,-6' 3'-3" 6" 7,-0" 151 78" 11 8,-3" 11'-0" 1,-6" 3,-6" 6" 1,-0' 754 84" 12 8'-3" 11,-6" 1,-6" 3'-9" 6" 1,-0" 754 ENO OF PAY LENGTH OF PIPE CMLVERI' SECTION COWER 21470 METALLIC CDA100 METAL SKIRT SECTIO! NOES ON 72" CENTERS -MAX. !OPTIONAL, DETAILS OF METAL FLARED END SECTION ,FOR CORRUGATED METAL PIPE) R00 HOLDER ELEVATION TYPICAL CONNECTIONS FOR CORRUGATED METAL PIPE DIAMETERS OF 12" TO 24" INCLUSIVE AND CORRUGATED METAL PIPE -ARCHES 11771 RISE OF II" TO 18" 1NOL11SIVE, THE SKIRT SECTION MAY BE ATTACHED 117)1 A I" NIDE, 12 GAUGE METAL CONVECTOR STRAP AND 59" . 6" MT AND ADI'. THIS STRAP MAY 8£ USED ON PIPE WITH ANULAR E1DS Mtn EOUIV' DIA. SPAN RISE GAUGE NOMINAL DIMENSIONS L 16" M MIN. A MIN. B MAX. C MIN. Y t OA" 0 APPROX. 15" 77" 13" 16 6,-0' 2'-6" 459" 9' 6" 4,-5" 254 IB" 21" 15" 16 6,-0" 3'-0" 551" 70' 6" 4'-1" 234 21" 24" 78" 16 6,-0" 3,-6" 651" 115¢" 6" 3,-8" 2515 24" 28" 20" 16 6'-0" 4'-0" 7" 1-2" 6' 3'451" 2515 30" 35" 24" 14 8,-0" 5'-0" 851" 1'-4" 6' 4'-959" 255 36" 42" 29" 14 8,-0' 6'-3" 1051" 1,-555' 6" 4'-2" 259 42" 49" 33" 12 8'-0" 7'-7" 1'-051" 1'-8" 6" 3'-7" 259 4B" 57" 38" 12 8,-0" 7,-6" 7•-2" 2'-3" 6" 2,-9" 2514 54" 64" 43" 12 8'-0" 8,-6" 7,-351" 2'-6" 6" 2'-2" 251 60" 71" 47" 12 8'-0" 9,-6" I'-551" 2-9" 6" I'-7' 251 66" 77" Sr 12 8'-0" 10,-6" 1,-6" 3,-0" 6" 7'-7" 2 72" 83" 57" 12 8'-0" 11,-6" 1'-6" 3'-3" 6" 1-7" 2 EM) OF PAY LENGTH OR PIPE CULVERT SECTION CORNER PLATE METALLIC COATED METAL SKIRT SECTION PLAN ELEVATION DETAILS OF METAL FLARED END SECTION (FOR CORUOATED METAL PIPE -ARCH) NOTES: CONVECTOR STRAP. STIFFE7FR ANGLES AND MISCCLLAAEOUS NARD8AR£ SHALL BE METALLIC COATED. 771E "r" LENGTH MAY BE FABRICATED .45 PART OF NE CULVERT. CO8EC70P SECTIONS ATV COWER PLATES FOR CORRUGATED METAL PIPE AND PIPE -ARCH FLARED DV SECTIONS SNAIL 8E METALLIC COATED AAD OF AI£ SAME GAUGE A5 SKIRTS AND EACH SHALL BE METALLIC COATED. SKIRT SECTION FOR COMPLICATED METAL PIPE DTA. OF 12" TO 24" INCLUSIVE SHALL 8E MADE 1N ONE PIECE. SKIRT SECTION FOR CO IGA7E0 METAL PIPE -ARCHES 1176 RISE O' 7I" TO 22" /6(105190 SHALL BE MADE IN 060 P1EC£. SKIRT SECTION FOR 607%7CA700 METAL PIPE DIA. OF 30" 10 54" INCLUSIVE AND COPRO"41ED METAL PIPE -ARCHES 81171 RISE OF 27" TO 40" INCLUSIVE MA1 8£ MADE FROM 710 58££75 JOINED BY RIVETING OR BOLTING LW CENT£RLIM % SKIRT SECTION OF CORRUGATED METAL PIPE DIA. OF 60" ADD LARGER. AM CORRUGATED METAL PIPE -ARCHES WITH RISE OF 44" MAD LARGER SHALL BE MADE FROM THREE SHEETS JD/AE0 BY RIVETING OR BOLTING AT EOUAL DISTANCES FROM CENTERLINE. THE CENTER PANEL SHALL 8£ FURNISHED IN 10 GAGE MATERIAL ADD THE worm CF THE C£N1£R PANEL SHALL BE GREATER THAN 200 OF THE PIPE PERIPHERY. MULTIPLE SHEET SKIRT SECTIONS SHALL HAVE 2" MIN. LAP SEAMS. BOLTS OP RIVETS SHALL BE 55" OIA. (MIN.) AND ON 6" CENTERS IUAX.1. 70PICAL CONNECTIONS SHOWN 1441 BE USED FOR HELICAL CORRUGATED METAL PIPE. FOP SKIRT SECTIONS OF 60" DIA. PIPE AND LARDER. AND CORRUCA7£0 ,METAL PIPE -ARCHES 8111/ A RISE OF 49" AND LARGER. 801110 RCEO EDGES TO 80 SUPPLEMENTED ITN STIFFENER ANGLES PLACED JUST BELDR THE REINFORCED E06E5 ON ME OUTSIDE OF 771E SKIRT SECTION. 171E ANGLES RILL BE 2" K 2" +' 5i". THE ANGLES TO BE ATTACHED 81 59" DIA. 1MIN.1 tam AND NUTS AAD ON 6" CEN2E95 (MAX.1. 9.3 Po REV. N0. NAG99 CHNISED P101ES WAN SPACRSE SIZES FOR C.4PIPENLYI MAR.85 MILTIP7E CYIMGE5 061E OE5CRIPIN:6 OF REVISION IEBRA9(A DEPARTMENT OF ROADS STANDARD PLAN NO.410-R3 FLARED END SECTIONS FOR CULVERT PIPES ALTERNATE MAY BE USED 4 r T L NO. 4 REINFORCING BARS !FOR ALL SIZES OF PIPES) 02 SECTION EOUIV. DIA. NOMINAL DIMENSIONS SPAN RISE LEl a6" L • 6" ±4/2' C W ±2'• R I R 2 S APPROX. T MIN. 18" 23" 74" 6'-0" 2'-3" 3'-9" 834" 3,-0" 3" 6" 2.3 254" 24" 30" 19" 6•-0" 3'-3" 2'-9" 9" 4'-0" 3" 7" 2.9 3" 30" 38" 24" 6'-0" 4,-6" I'-6" 10" 5,-0" 3" 9" 3 3g- 36" 45" 29" 8'-0" 5'-0" 3'-0" 71" 6'-0" 3" 1'-0" 2.7 4' 42" 53" 34" 8'-0" 5'-0" 3'-0" 7•-4" 6'-6" 6" 1'-1" 2.6 434" 48" 60" 38" 8'-0" 5'-0" 3'-0" 7•-9" 7'-0" 6" 1'-2" 2.7 5" 54" 68" 43" 8'-0" 5'-0" 3'-0" 2'-7" 7'-6" 6" 1'-4" 2.5 554" 60" 76" 48" 8'-0" 5'-0" 3'-0" 2'-6" 8'-0" 6" 7'-6" 2.5 6" ELEVATION DETAILS OF CONCRETE FLARED END SECTION (FOR REINFORCED CONCRETE ELLIPTICAL PIPE) �1ERNAiE NAY O USED NO.4 REINFORCING BARS !FOR ALL SIZES or PIPES) BZ PLAN 8 -r =-F SECTION ELEVATION DETAILS OF CONCRETE FLARED END SECTION (FOR REINFORCED CONCRETE PIPE -ARCH) NOTES -r- - GROOVE -GROOVE £W ON anal. END SECTION TA.IA".E END ON INLET ENL) 5£571074 !TYPICAL FOR ALL CONCRETE FLARED END SECTIONS) I'-0" N0. 4 R£11FORCING BARS )FOP ALL SIZES OF PIPES) rEND Cr PAY LENGTH OF PIPE LT8.VE T PLAN NOMINAL DIMENSIONS EOOI5. 07A, SPAN RISE L • 6" B Y + 41/q' C W * 2" R 1 R2 S APPROX. T MIN. 18" 22" 14" 6'-0" 2'-3" 3'-9" 7" 3'-0" 2" 7'-0" 2.2 2,4" 24" 25" 18" 6'-0" 3'-3" 2'-9" 9" 4'-0" 3" /'-2" 2.4 3" 30" 36" 23" 8'-0" 4'-0" 4'-0" 10" 5'-0" 3" 1'-3" 2.3 354" 36" 44" 27" 8'-0" 5'-0" 3'-0" II" 6'-0" 6" 1'-8" 2.4 4" 42" 51" 32" 8'-0" 5'-0" 3'-0" 7'-4" 6'-6" 6" 1'-10" 2.4 454" 48" 59" 36" 8'-0" 5'-0" 3'-0" 7'-9" 7'-0" 6" 1'-10" 2.3 5" 54" 65" 40" 8'-0" 5'-0" 3,0" 2'-0" 7'-6" 6" 2'-0" 2.1 514" 60" 74" 45" 8'-0" 5'-0" 3'-0" 2'-3" 8'-0" 6" I'-9" 2 6" 72" 88" 54" 17'-4" 6'-6" 7'10" 2'-11" 70'-0" 6" 2'-0" 2 7" SECTION ELEVATION DETAILS OF CONCRETE FLARED END SECTION (FOR REINFORCED CONCRETE PIPE -ARCH) NOTES -r- - GROOVE -GROOVE £W ON anal. END SECTION TA.IA".E END ON INLET ENL) 5£571074 !TYPICAL FOR ALL CONCRETE FLARED END SECTIONS) I'-0" N0. 4 R£11FORCING BARS )FOP ALL SIZES OF PIPES) rEND Cr PAY LENGTH OF PIPE LT8.VE T PLAN 1 L 1 t PIAN SECTION ELEVATION DETAILS OF CONCRETE FLARED END SECTION (FOR REINFORCED CONCRETE PIPE) CONCRETE FOR FLARED END SECTIONS SMALL BE IN ACCORDANCE RIM APPLICABLE AE01IIRE11EN75 OF A.A.S.117.0. DESIGNATION 16170. 1206. ANO M207, FOR CLASS 11 PIPE. REINFORCEMENT 116 THE "Y" SECTION SHALL BE 1N ACCORDANCE NMI APPLICABLE REOIIREMENTS OF A.A.5.H.T.0. DESIGNATION M770. 1206. AMR 16207, FOR CLASS 11 PIPE. 1N A001T1LW TO THE REINFORCING BARS 51401411 REINFORCEMENT IN THE "8" SECTION SHALL NAVE A CROSS-SECTIONAL AREA (OWL 70 THAT OF OE LAYER OF STEEL 1N THE "r, SECTION. R3 R2 RI REV. NO. 4G.99 1NL89 WR85 OATS CRMGEO ROLES SPROUSE SIZES 70P CAAP/PE.MCrr MULTIPLE 777*78ES DESCRIPTION OF REVISION 7EBRASKA DEPARTMENT OF ROAM STANDARD PLAN NO.410-R3 FLARED END SECTIONS FOR CULVERT PIPES APPROVED; FEBRUARYrt 2. 1974 2 NOMINAL DIMENSIONS PIPE DIA. L • 6" B Y ! 4%j'5 W 5 2" R I R2 5 APPROX. T MIN. 72" 6'-0%" 2'-0" 4•-03f" 4" 2•-0" 1'-034" 9" 3 2" 15" 6'-1" 2'-3" 3'-l0" 6" 1•-6" 7'-054" 11" 3 154" 78" 6'-1" 2'-3" 3'-10" 9" 3'-0" 1-354" 1'-0" 3 254" 24" 6•-75' 3'-754' 2'-6" 954" 4'-0" 7'-494" 7'-2" 3 3" 30" 6'-154" 4'-6" 1'-754" 1-0" 5,-0" 1'-654" 1'-3" 3 354' 36" 8'-154" 5'3" 1'-101" 1•-3" 6'-0" 2'-0516 1'-8" 3 4" 42" 8'-2" 5'-3" 2'-11" 1'-9" 6'-6" 2'-354" 1'-70" 3 4Y" 48" 8,-2" 6,-0" 2,-2" 2•-0" 7'-0" 2'-454' 1'-10" 3 5" 54" 8'-4" 5'-5" 2'-11" 2'-3" 7•-6" 2'-955" 2'-0" 2.4 5$4" 60" 8'-3" 5'-0" 3'-3" 2'-6' 8'-0" 3'-0%' 2'-0" 2 6" 66" 8'-3" 6'-6" 1'-9" 2'-6" 9'0" 3,-0NA" 2'-0' 2 654" 72" 8'-3" 6'-6" 1'-9" 1'-6" 9'-0" 3'-2%" 2-0" 1 7" 1 L 1 t PIAN SECTION ELEVATION DETAILS OF CONCRETE FLARED END SECTION (FOR REINFORCED CONCRETE PIPE) CONCRETE FOR FLARED END SECTIONS SMALL BE IN ACCORDANCE RIM APPLICABLE AE01IIRE11EN75 OF A.A.S.117.0. DESIGNATION 16170. 1206. ANO M207, FOR CLASS 11 PIPE. REINFORCEMENT 116 THE "Y" SECTION SHALL BE 1N ACCORDANCE NMI APPLICABLE REOIIREMENTS OF A.A.5.H.T.0. DESIGNATION M770. 1206. AMR 16207, FOR CLASS 11 PIPE. 1N A001T1LW TO THE REINFORCING BARS 51401411 REINFORCEMENT IN THE "8" SECTION SHALL NAVE A CROSS-SECTIONAL AREA (OWL 70 THAT OF OE LAYER OF STEEL 1N THE "r, SECTION. R3 R2 RI REV. NO. 4G.99 1NL89 WR85 OATS CRMGEO ROLES SPROUSE SIZES 70P CAAP/PE.MCrr MULTIPLE 777*78ES DESCRIPTION OF REVISION 7EBRASKA DEPARTMENT OF ROAM STANDARD PLAN NO.410-R3 FLARED END SECTIONS FOR CULVERT PIPES APPROVED; FEBRUARYrt 2. 1974 2 6 6 1 TABLE 1 STANDARD INSTALLATIONS, SOILS AND MINIMUM COMPACTION REQUIREMENTS INSTALLATION TYPE BEOOING THICKNESS HAUNCH AND OUTER BEDOING LOWER SIDE 90% SW, 95% 111. 100% CL. TYPE 1 957. SW OR NATURAL SOILS OF 50/24 MINIMUM EQUAL FIRMNESS NOT LESS THAN 85% SW. 90% ML. 3 IN. IF ROCK 90% 5W 95% CL. TYPE 2 FOUNDATION. USE OR OR NATURAL 00/12 MINIMUM. 957. IN. SOILS OF NOT LESS EQUAL FIRMNESS THAN 6 IN. 85% SW. 85% 5W. 90% NL. 90% ML. 95% CL. • TYPE 3 OR OR NATURAL 95% CL SOILS OF EQUAL FIRMNESS TABLE 1 NOTES: • THE TYPE 3 INSTALLATION SHOWN IS THE MOOR MINIMUM STANDARD. USING EITHER A SHAPEO TRENCH ACCORDING TO THE STANDARD SPECIFICATIONS, OR AT THE OPTION OF THE CONTRACTOR, THE BEDDING WITH COMPACTIONS AS SHOWN. ALLOWABLE FILL HEIGHTS FOR THE TYPE 1, 2, AHD 3 INSTALLATIONS ARE SHOWN IN TABLE 4. NATURAL GROUND DO/6 (MIN.) DO (MIN.) PLACE 3' TO A' OF COHESIVE SOIL PLUG AT THE INLET AROUND THE CULVERT TO PREVENT SECONDARY FLOWS. DO 100/6 VAIN.) DO (AIN.) OVER FILL THE SOIL 1N THE LOWER SIDE ZONE. IF NOT 1N SITU (OVER EXCAVATED). SHALL BE APPROVED MATERIAL AND COMPACTED AS SHOWN IN TABLE I. OUTER 8E0DING. SAME MATERIAL ANO COMPACTION REQUIREMENTS AS HAUNCH AREA END SECTION ROADWAY PRISM PLACE 3' TO 4' OF COHESIVE 501L PLUG AT THE OUTLET AROUND THE CULVERT TO PREVENT EROSION. £ND SECTION OVER FILL - SM, ML. OR CL USE TYPICAL ROADBED COMPACTION AT MAX 6 1N. LIFT INTERVALS. FLO% LINE (INVERT) SPRING r.:ne HAUNCH AREA - SEE TABLE l 1 FILL TO Lows. 510E SPRING LINE SEE TABLE 1 ABOVE BEDDING -I SEE TABLE 1 MIDDLE BEDDING. LOOSELY PLACED UNCOMPACTED BEDDING. SAME MATERIAL REQUIREMENTS AS HAUNCH AREA TRENCH DETAILS SHOWN ARE MINIMUM REQUIREMENTS FOR DESIGN AND CONSTRUCTION. PAYMENT FOR EXCAVATION 15 BASED UPON THE GUIDELINES IN THE STANDARD SPECIFICATIONS. TRENCHES SHALL BE EXCAVATED IN ACCORDANCE WITH APPROVED SAFETY PRACTICE. TYPICAL TRENCH INSTALLATION LIMITS OF BEDDING AND BACKFILL EXCAVATION, BEDDING AND EMBANKMENT SEQUENCE: TRENCH INSTALLATION: (A) DETERMINE THE FLOW LINE AND TRENCH BOTTOM ELEVATIONS. (8) DETERMINE THE SHAPE OF TRENCH. DECIDE IF SHORING IS NEEDED. CONTRACTOR I5 (L T1MATfLY RESPONSIBLE FOR THE SAFETY OF ALL WORKERS. EQUIPMENT AND MATERIALS IN THE TRENCH. (C) PLACE THE BEDDING MATERIAL (SEE TABLE 1) 6005ELY. (0) PLACE PIPE ON THE BEDDING AND COMPACT OUTER BEDDING. (SEE TABLE 1). (E) PLACE AND COMPACT THE LOWER SIDE, HAUNCH AND OVERFILL MATERIAL AT 6 1N. INTERVALS. EMBANKMENT INSTALLATION: (Al DETERMINE THE FLOW LINE AND SPRING LINE ELEVATION. (B) IF FLOW LINE IS ABOVE THE NATURAL GROUND, PLACE AN EMBANKMENT AT LEAST 300 WIDE WITH 3:, FORESLOPES OR FLATTER AT SPRING LINE ELEVATION, COMPACTED AT ROADBED Rf08/1RE0 COMPACTION. ICI IF THE FLOM LIME I5 BELOW THE NATURAL GROUND BUT THE SPRING LINE IS ABOVE THE NATURAL GROUND. PLACE THE EMBAMCMENT SIMILAR TO THE ONE IN STEP 8. IDI EXCAVATE TO PROPER ELEVATION. (6) PLACE BEDDING MATERIAL (SEE TABLE U LOOSELY. (F) PLACE THE PIPE ON THE BEDDING MATERIAL AND COMPACT OUTER BEDDING MATERIAL (SEE TABLE I1. (0) PLACE AND COMPACT THE HAUNCH. LOWER SIDE AND OVERFILL MATERIAL AT 6 1N. INTERVALS. NOTES FOR TRENCH INSTALLATIONS: I. COMPACTION AND SOIL SYMBOLS. I.E. 95% SW, REFER TO SW SOIL MATERIAL WITH MINIMUM STANDARD PROCTOR COMPACTION OF 957.. 2. THE TRENCH TOP ELEVATION SHALL BE NO LONER THAN 1 FT. BELOW THE BOTTOM OF THE PAVEMENT BASE MATERIAL. 3. 501L IN BEDDING AND HAUNCH ZONES SHALL 8E COMPACTED TO AT LEAST THE SAME COMPACTION AS SPECIFIED FOR THE MAJORITY OF SOIL IN THE BACKFILL ZONES. 4. THE TRENCH WIOTH SHALL BE WIDER THAN SHOWN IF REONIR£D FOR ADEQUATE SPACE TO ATTAIN THE SPECIFIED COMPACTION IN THE HAUNCH AND BEDDING ZONES. 5. FOR TRENCH WALLS THAT ARE WITHIN 10 DEGREES OF VERTICAL. THE COMPACTION OR FIRMNESS OF THE SOIL IN THE TRENCH WALLS AND LOWER 510E ZONE NEED NOT TO BE CONSIDERED. 6. FOR TRENCH WALLS WITH GREATER THAN 10 DEGREE SLOPES THAT CONSIST OF EMBANKMENT, THE LOWER SIDE SHALL BE COMPACTED TO AT LEAST THE SAME COMPACTION A5 SPECIFIED FOR THE SOIL IN THE BACKFILL ZONE. REV. N0. DATE OESCRIPT(R OF REVISI0`I HE88A5 A OEPARTIENT OF ROADS STANDARD PLAN NO.411 BEDDING AND BACKFILL REQUIREMENTS FOR CONCRETE PIPE ORIGINAL. JIVE 6.2008 (ORDESIGNE3) 00.13017 Bu/200810 2034 AM 6 9 TABLE 1 STANDARD INSTALLATIONS, SOILS AND MINIMUM COMPACTION REQUIREMENTS INSTALLATION TYPE BEDDING THICKNESS HAUNCH AND OUTER BEDDING LOWER SIDE TYPE 1 00/24 MINIMUM, 95% SW 90% SW, 95% ML. OR f00% CL. TYPE 2 NOT LESS THAN 3 1N. IF ROCK FOUNDATION. USE 00/12 MINIMUM. NOT LESS THAN 6 IN. 90% 5W OR 95% ML g5% SW, 907. 141.. OR 951. CL, • TYPE 3 85% SM, 90% ML. OR 957. CL K. 85% SW, 90% 09 957 CL. TABLE 1 NOTES: • THE TYPE 3 INSTALLATION SHOWN IS THE NOW MINIMUM STANDARD, USING EITHER A SHAPED TRENCH ACCORDING TO THE STANDARD SPECIFICATIONS. OR AT THE OPTION OF THE CONTRACTOR, THE BEDDING WITH COMPACTIONS AS SHOWN. ALLOWABLE FILL HEIGHTS FOR THE TYPE 1, 2. AND 3 INSTALLATIONS ARE SHOWN 1N TABLE 4. TABLE 2 PIPE DIMENSIONS NOMINAL PIPE DIAMETER (INCHES) STANDARD OUTSIDE PIPE DIAMETER, DO (SPAN> ROUND PIPE ARCH PIPE H. ELLIP. PIPE V. ELLIP. PIPE 15 19.5 22.5 > 501, OF 'COURSE FRACTION' SY 18 23 27 28.5 CL 21 26.5 31.5 24 30 34.5 36.5 27 33.5 41 30 37 43.25 45.5 36 44 51.75 54 38 42 51 60.13 63 44 48 58 68.5 71 49 54 65 76 80 55 60 72 85 89 61 66 79 97 67 72 86 102 106 73 78 93 114 79 84 100 118 123 85 90 107 96 114 102 121 108 128 TVP OF SUBGRAOE OUTER BEDDING, SAME MATERIAL AND COMPACTION REWIREMENTS AS HAUNCH AREA FOU104710N TABLE 3 SOIL CLASSIFICATION FOR BEDDING & BACKFILL ASTM SOIL GROUP 0 2487 DESCRIPTION PERCENTAGE PASSING SIEVE SIZES IV2 IN, (40 mm) NO. 4 (4.75 mm) NO. 200 (0.075 mm) SW WELL GRADED SANDS AND GRAVELLY -SANDS: LITTLE OR NO FINES. NON PLASTIC 1,0,, > 501, OF 'COURSE FRACTION' SY ' INORGANIC SILTS AND VERY FINE SANDS, ROCK FLOUR, SILTY OR CLAYEY -FINE -SANDS, SILTS WITH SLIGHT PLASTICITY 100X > SO% CL INORGANIC CLAYS OF LOW TO MEDIUM PLASTICITY. GRAVELY -CLAYS, SANDY -CLAYS, SILTY -CLAYS, LEAN CLAYS OVER FILL - 511, ML, OR CL USE TYPICAL ROADBED COMPACTION AT MAX 6 IN. LIFT INTERVALS FILL EMBANKMENT LOWER SIDE SEE TABLE 1 HAUNCH AREA - 5£E TABLE I FILL TO SPRING LINE MIDDLE BEDDING, LOOSELY PLACED UNCOMPACTED BEDDING, SAME MATERIAL REDUIREMENTS AS HAUNCH AREA TYPICAL EMBANKMENT INSTALLATION NOTES FOR EMBANKMENT INSTALLATIONS: 7. COMPACTION AND SOIL SYMBOLS, I.E. 95X 5W, REFER TO SM 5011. MATERIAL WITH A MINIMUM STANDARD PROCTOR COMPACTION OF 955. 2. SOIL IN THE OUTER BEDDING, HAUNCH. AND LOWER 510E ZONES, EXCEPT WITHIN THE 00/3 MIDDLE BEDDING. SHALL BE COMPACTED TO AT LEAST THE SAME COMPACTION AS THE MAJORITY OF THE 501). 1N THE OVERFILL ZONES. 3. SUBTRENCHES 3.1 A SUBTRENCH IS DEFINED A5 A TRENCH WITH 1T5 TOP AT AN ELEVATION COMER THAN I FT. BELOW THE BOTTOM OF 7116 PAVEMENT BASE MATERIAL. 3.2 THE MINIMUM WIDTH OFA SUBTRENCH SHALL 8E 1.3300. OR WIDER IF REWIRED FOR AD£WAT£ SPACE TO ATTAIN THE SPECIFIED COMPACTION IN THE HAUNCH AND BE00MC ZONES. 3.3 FOR SUBTR£NCH£S 81771 WALLS OF NATURAL SOIL, ANY PORTION OF THE LOWER SIDE ZONE IN THE SUBTRENCH WALL SHALL BE AT LEAST AS FIRM AS AN £OUIVALENT SOIL PLACED TO THE COMPACTION REOUIREMENTS SPECIFIED FOR THE LOWER 510E ZONE, AND A5 FIRM A5 THE MAJORITY OF 5011. IN THE OVERFILL ZONE, OR SHALL BE REMOVED AND REPLACED 81TH SOH. COMPACTED TO THE SPECIFIED LEVEL. GENERAL NOTES: WHEN 19-517(1 LATERAL SOIL RESISTANCE IS NEGLIGIBLE, E.G. PEAT, MUCK, OR HIGHLY EXPANSIVE SOIL, EMBEDMENT SHALL BE PLACED AND COMPACTED AT THE DIRECTION OF 771E ENGINEER. TO PROTECT THE PIPE' AND BACKFILL DURING CONSTRUCTION. PROVIDE A MINIMUM OF 36 IN. OF COMPACTED F1L1. MATERIAL OVER THE' TOP OF THE PIPE BEFORE ALLOWING ANY HEAVY EOOIPMENT TO TRAVERSE OVER THE PIPE. EXTREMELY HEAVY EWIPMENT MAY REWIRE LARGER COVER AS DETERMINED BY THE CONTRACTOR. THE PIPE VOLUME SHOULD NOT BE SUBTRACTED FROM THE VOLUME OF EXCAVATION. THESE DESIGN STANDARDS ARE M1N1M/Rl. IF A MORE RESTRICTIVE DESIGN IS REWIRED BY THE ENGINEER OR CULVERT MANUFACTURER, THEN THESE 57A10AR09 SHALL BE MODIFIED. CHANCES 70 PAY ITEM 004871(/£5 DUE TO UNFORESEEN SITE CONDITIONS SHALL 8E CALCULATED AND INCORPORATED INTO THE CONTRACT THRU A CHANGE ORDER. 80771 ENOS OF THE PIPE SHALL BE SEALED WITH COHESIVE SOIL !AROUND 7715 PIPE EXTENDING 3 FT. TO 4 FT. FROM EACH END) TO PROTECT AGAINST INFILTRATION AND EROSION. BEDDING AND BACKFILL MATERIAL IS NOT PAID FOR DIRECTLY. BUT IS SUBSIDIARY TO THE LINEAR FEET OF CULVERT. BEDDING AND BACKFILL MATERIAL SHALL MEET 45714 D 2487 (SOIL GROUPS AS SHOWN IN TABLE 3). PERCENT COMPACTION SHALL BE DETERMINED 111 ACCORDANCE PITH NDOR STANDARD TEST METH00 7 99. REV. N0. DATE CESCR.PTION OF REVISION NEBRASKA DEPARTMENT OF ROADS STANDARD PLAN NO.411 BEDDING AND BACKFILL REQUIREMENTS FOR CONC, TE PIPE o. ORIGINAL, .UNE 6, 2008 (080E049N83) 02,130178NN00810-2011*14 5 1 STANDARD INSTALLATIONS, SOILS AND MINIMUM COMPACTION REQUIREMENTS INSTALLATION TYPE BEDDING THICKNESS HAUNCH AND OUTER BEDDING LOWER SIDE TYPE 1 D0/24 MINIMUM 95% 5N 90% SW. 95% 11., OR 100% CL, TYPE 2 NOT LESS THAN 3 IN. IF ROCK FOUNDATION.USE DO/12 MINIMUM. NOT LESS THAN 6 IN. 90% SW OR 95% ML 85X SW, 90X ML. OR 95% CL. • TYPE 3 85% SW. 90% ML. OR 957. CL 85% SW. 90Y. ML. OR 95% CL. NOTES: • THE TYPE 3 INSTALLATION (SHADED) 1N TABLE 4 IS THE NDOR STANDARD, USING EITHER A SHAPED TRENCH ACCORDING TO THE STANDARD SPECIFICATIONS. OR AT THE OPTION OF THE CONTRACTOR. THE BEDDING WITH COMPACTIONS AS SHOWN. INSTALLATION TYPE 2 AND TYPE 1 ARE IMPROVED METHODS 1N ORDER TO SUPPORT HIGHER FILL HEIGHTS USING CLASS 111, IV, A110 V CIRCULAR CONCRETE PIPE. INSTALLATION TYPE I WILL PROVIDE THE BEST IN-SITU PERFORMANCE USING GREATER COMPACTION WITH GRANULAR BEDDING AND BACKFILL. THE CONTRACTOR WILL CHOOSE THE INSTALLATION TYPE AND CLASS OF PIPE. ACTUAL PROJECT FILL HEIGHTS MUST BE KNOWN IN ORDER TO USE TABLE 4. ROUNO £OIIVALENT, NON -CIRCULAR PIPE SUCH A5 ARCH OR ELLIPTICAL PIPE, MAY BE SELECTED. PROVIDED SUCH PIPE ARE DESIGNED AND MANUFACTURED TO THE SAME 0 -LOADS AND ULTIMATE STRENGTHS (SEE TABLE 5) AS THE SELECTED CIRCULAR PIPE FROM THE FILL HEIGHT TABLE. TABLE 5 D -LOADS FOR CONCRETE PIPE PIPE CLASS III IV V D -LOAD TO PRODUCE A 0.01-1N. CRACK 1350 2000 3000 D -LOAD TO PRODUCE THE ULTIMATE LOAD 2000 3000 3750 NOTES: LOAD ON PIPE IN POUNDS PER LINEAR FOOT • 0-1.010 X INSIDE SPAN IN FEET D -LOAD = TEST LOAD EXPRESSED 1N POUNDS -FORCE PER LINEAR FOOT PER FOOT OF DIAMETER TABLE 4 MAXIMUM FILL HEIGHTS (FEET) FOR STANDARD DESIGN (AASHTO M 170) ROUND CONCRETE PIPE TABLE 4 NOTES. AASHTO M 170 SPECIFICATIONS ARE MODIFIED AS FOLLOWS: ONLY SINGLE INNER CAGE, CIRCULAR REINFORCING 1S ALL0ME0 FOR CLASS III. 15. 18. 27. AND 24 IN. ROUND RCP A5 SHOWN: PIPE MINIMUM CIRCUMFERENTIAL SIZE (IN.) CLASS REINFORCING UN.2/FT. OF PIPE WALL) 15 18 21 24 III 111 111 111 0.08 0.10 0.12 0.14 APPLICABLE SPECIFICATIONS: AASHTO M 170---ROIRD RCP AASHTO M 206 ---ARCH RCP AASHTO M 207 ---ELLIPTICAL RCP GENERAL NOTES: FILL HEIGHTS SHOWN IN TABLE 4 WERE DEVELOPED USING ASCE STANDARDS FOR DIRECT DESIGN OF BURIED PRECAST CONCRETE PIPE. MANUFACTURED IN ACCORDANCE WITH AASHTO M 170 SPECIFICATION REOUIREMENTS (SEE TABLE 4 FOOTNOTE FOR EXCEPTIONS). FILL HEIGHTS SHOWN APPLY ONL1 TO ROUND PIPE (WADER FULL FLOW CONDITIONS). USED UNDER RIGID AND FLEXIBLE PAVEMENT. WITH SOIL OVERFILL WEIGHING 120 POUNDS PER CUBIC FOOT. UNDER SPECIAL CIRCUMSTANCES (WHERE PAVEMENT 15 NOT USED AND LIVE LOAD BECOMES CRITICAL. OR DIFFERENT SOIL DENSITY IS ENCOUNTERED. OR THE ONE FOOT MINIMUM CLEARANCE FROM THE BOTTOM OF TILE PAVEMENT TO THE 70P OF THE PIPE CANNOT BE MAINTAINED) THESE FAL HEIGHTS MAY NEED TO BE MODIFIED. DEEPER FILL HEIGHTS MAY BE USED BY SUBMITTING A SPECIAL STANDARD INSTALLATION DIRECT DESIGN (SIDO) FOR NDOR APPROVAL. CONCRETE PIPE DESIGNS THAT ARE NOT SHOW 1N APPLICABLE AASHTO SPECIFICATIONS WILL 8£ CONSIDERED SPECIAL DESIGNS THAT MUST BE SUBMITTED TO MOOR FOR APPROVAL. REV. N0. DATE DESCRIPTION CE REVISION NE8RASKA DFPARTI('NT OF ROADS STANDARD PLAN N0.411 BEDDING AND BACKFILL REQUIREMENTS FOR CONCRETE PIPE )DRDESKM183) 8043011 GUMOB 101808 AM INSTALLATION TYPE 3 (NDOR STANDARD) INSTALLATION TYPE 2 INSTALLATION TYPE 1 PIPE SIZE (IN.) CLASS III CLASS IV CLASS V CLASS III CLASS IV CLASS V CLASS III CLASS IV CLASS V 15 12 15 21 15 19 26 23 28 40 18 12 17 24 16 22 30 24 32 45 21 13 19 26 16 24 32 25 37 48 24 13 19 26 17 24 33 25 32 45 27 13 17 26 17 21 34 23 26 51 30 12 14 25 15 17 32 20 21 49 36 10 16 24 13 21 31 20 31 47 42 10 15 23 13 19 29 20 29 44 48 10 14 22 13 18 29 20 28 43 54 10 14 13 17 20 27 60 9 14 12 18 19 28 66 9 14 12 18 19 28 72 9 14 12 18 19 28 78 9 12 19 84 9 12 19 90 9 12 20 96 9 12 19 102 10 13 20 108 10 14 22 TABLE 4 NOTES. AASHTO M 170 SPECIFICATIONS ARE MODIFIED AS FOLLOWS: ONLY SINGLE INNER CAGE, CIRCULAR REINFORCING 1S ALL0ME0 FOR CLASS III. 15. 18. 27. AND 24 IN. ROUND RCP A5 SHOWN: PIPE MINIMUM CIRCUMFERENTIAL SIZE (IN.) CLASS REINFORCING UN.2/FT. OF PIPE WALL) 15 18 21 24 III 111 111 111 0.08 0.10 0.12 0.14 APPLICABLE SPECIFICATIONS: AASHTO M 170---ROIRD RCP AASHTO M 206 ---ARCH RCP AASHTO M 207 ---ELLIPTICAL RCP GENERAL NOTES: FILL HEIGHTS SHOWN IN TABLE 4 WERE DEVELOPED USING ASCE STANDARDS FOR DIRECT DESIGN OF BURIED PRECAST CONCRETE PIPE. MANUFACTURED IN ACCORDANCE WITH AASHTO M 170 SPECIFICATION REOUIREMENTS (SEE TABLE 4 FOOTNOTE FOR EXCEPTIONS). FILL HEIGHTS SHOWN APPLY ONL1 TO ROUND PIPE (WADER FULL FLOW CONDITIONS). USED UNDER RIGID AND FLEXIBLE PAVEMENT. WITH SOIL OVERFILL WEIGHING 120 POUNDS PER CUBIC FOOT. UNDER SPECIAL CIRCUMSTANCES (WHERE PAVEMENT 15 NOT USED AND LIVE LOAD BECOMES CRITICAL. OR DIFFERENT SOIL DENSITY IS ENCOUNTERED. OR THE ONE FOOT MINIMUM CLEARANCE FROM THE BOTTOM OF TILE PAVEMENT TO THE 70P OF THE PIPE CANNOT BE MAINTAINED) THESE FAL HEIGHTS MAY NEED TO BE MODIFIED. DEEPER FILL HEIGHTS MAY BE USED BY SUBMITTING A SPECIAL STANDARD INSTALLATION DIRECT DESIGN (SIDO) FOR NDOR APPROVAL. CONCRETE PIPE DESIGNS THAT ARE NOT SHOW 1N APPLICABLE AASHTO SPECIFICATIONS WILL 8£ CONSIDERED SPECIAL DESIGNS THAT MUST BE SUBMITTED TO MOOR FOR APPROVAL. REV. N0. DATE DESCRIPTION CE REVISION NE8RASKA DFPARTI('NT OF ROADS STANDARD PLAN N0.411 BEDDING AND BACKFILL REQUIREMENTS FOR CONCRETE PIPE )DRDESKM183) 8043011 GUMOB 101808 AM .5 S 5 NATURAL GROUND 12" 8111.1 1 0 (MIN.) DO (MAX. OUTSIDE DIAMETER) D (818.) SEE TABLE 2 1 -OUTSIDE CROWN N.NNN N8.4 Nix 7 COMPACTED GRANULAR MATERIAL 6" MIN.] LIFT LINES AT 6" MAX. INTERVALS (TYPICAL) SEE REQUIRED ROADBED COMPACTION TRENCH DETAILS SHOWN ARE MINIMUM REQUIREMENTS FOR DESIGN AND CONSTRUCTION. PAYMENT FOR EXCAVATION 15 BASED UPON THE GUIDELINES IN THE STANDARD SPECIFICATIONS. PIPE BOTTOM TRENCHES SHALL BE EXCAVATED IN ACCORDANCE WITH APPROVED SAFETY PRACTICE. TYPICAL TRENCH INSTALLATION TABLE 1 TABLE 2 SOIL CLASSIFICATION FOR GRANULAR FILL MATERIAL MINIMUM D (INCHES) SOIL GROUP SYMBOL D 2487 DESCRIPTION X PASSING SIEVE SIZES I'/2 IN. N0. 4 N0. 200 GW WELL GRADED GRAVEL AND GRAVEL -SAND MIXTURES: LITTLE OR NO FINES. 100% < 50% OFCOARSE FRACTION F < 5% GP POORLY GRADED GRAVEL AND GRAVEL -SANG MIXTURES: LITTLE OR N0 FINES. '+ SW WELL GRADED SAND AND GRAVEL -SANDS: LITTLE OR NO FINES. > 50% 0F COARSE FRACTION s1 7 5P POORLY GRADED SAND AND GRAVEL -SANDS: LITTLE OR NO FINES. E.G. GW -GC SP -SM SAND AND GRAVELS WHICH ARE BORDER LINE BETWEEN CLEAN AND WITH FINES. 100% VARIES 5'L TO 12% GMSANO-SILT SILTY GRAVEL. GRAVEL- MIXTURES. 100% < S0% OF COARSE FRACTION 12% TO 50% CLAYEY -GRAVEL, GRAVEL- SAND -CLAY MIXTURES. SM SILTY SILTY SANDS. SAND -SILT MIXTURES. OF FRACTION PLACE 3' TO 4' OF COHESIVE SOIL PLUG AT THE INET AROUND THE CULVERT TO PREVENT SECONDARY FLOWS. £N) SECTION TRENCH INSTALLATION EMBANKMENT INSTALLATION NOMINAL PIPE DIAMETER (INCHES) METAL PIPE PLASTIC PIPE METAL PIPE PLASTIC PIPE 15 8 15 15 18 9 9 18 18 24 9 9 24 24 30 10 10 24 24 36 24 24 42 24 24 48 24 24 54 24 24 60 24 24 66 24 24 72 24 24 78 24 24 84 24 24 ROADWAY PRISM TOP OF 5UB01NADE LIFT LINES AT 6" MAX. INTERVALS (TYP.) 12' MIN. 6" MIN. SEE ROADBED COMPACTION REOUIREM£NTS \ NATURAL GROUND COMPACTED GRANULAR MATERIAL TYPICAL EMBANKMENT INSTALLATION NOTES) INSTALLATIONS AS SHOWN ARE REQUIRED UNDER ALL SURFACED ROADWAYS. BEDDING AND BACKFILL FOR DRIVE PIPE OR OTHER PIPE OUTSIDE THE ROADWAY PRISM (OR BACK OF CURB-01NE FOR URBAN PROJECTS) MAY BE INSTALLED USING SUITABLE EXISTING SOIL, PLACED ANO COMPACTED IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS. WHERE IN-SITU LATERAL SOIL RESISTANCE 15 NEGLIGIBLE E.G. PEAT, MUCK. OR HIGHLY EXPANSIVE 501L, EMBEDMENT SHALL BE PLACED AND COMPACTED 47' THE DIRECTION OF THE ENGINEER. TO PROTECT THE PIPE AND BACKFILL GORING CONSTRUCTION, PROVIDE A MINIMUM OF 36" OF COMPACTED FILL MATERIAL OVER THE TOP OF THE PIPE BEFORE .40208180 ANY HEAVY EQUIPMENT TO TRAVERSE OVER THE PIPE. EXTREMELY HEAVY EQUIPMENT MAY REQUIRE LARGER COVER AS DETERMINED BY THE CONTRACTOR. PIPE VOLUME SHOULD NOT BE SUBTRACTED FROM THE VOLUME OF EXCAVATION. THESE DESIGN STANDARDS ARE MINIMUM. IF A MORE RESTRICTIVE DESIGN 15 REQUIRED BY THE ENGINEER OR THE CULVERT MANUFACTURER. THEN THESE STANDARDS SHALL BE MOD10100. CHANGES TO PAY ITEM OUANTITIES DUE TO UNFORESEEN SITE CONDITIONS SHALL BE CALCULATE° AND INCORPORATED INTO THE CONTRACT 87 A CHANGE ORDER. EXPOSED ENOS OF THE PIPE SHALL BE SEALED WITH COHESIVE 501L (AROUND THE PIPE EXTENDING 3' TO 4' FROM EACH END) TO PROTECT AGAINST 1N012094TION AND EROSION. GRANULAR FILL MATERIAL 1S NOT PAID FOR DIRECTLY, BUT IS SUBSIDIARY 70 THE LINEAR FEET OF CULVERT. GRANULAR MATERIAL SHALL MEET ASTM D 2487 (5010 GROUP AS SHOWN IN TABLE 1). MATERIAL SHALL BE COMPACTED TO AT LEAST 90% PROCTOR TEST DENSITY. PERCENT COMPACTION SHALL BE DETERMINED IN ACCORDANCE WITH MOOR STANDARD TEST METHOD T 99. PLACE 3' TO 4' OF COHESIVE 5010 PLUG AT THE OUTLET AROUND THE CULVERT TO PREVENT EROSION. ENO SECTION LIMITS OF BEDDING AND BACKFILL REV. N0. DATE DESCRIPTION OF REvt52ON (CRAW DEPARTMENT OF ROADS STANDARD PLAN NO. 411 BEDDING AND BACKFILL REQUIREMENTS FOR MCCMP, PCCMP, & PLASTIC PIPE (D90ESIGN6]1ea13017654/200810.77 34 AM 1.40 7.30 7.20 1.10 1.00 CONCRETE RISES 12'-16' CONCRETE RISES 2'-10' 0' 5' 0' 15' 20' 25' 30' 35' 40' 45' SKEW ANGLE BOX CULVERT FACTOR CHART (CONCRETE) SPAN (FT.) RISE (FT.) X (IN.) Y (FT/IN) CONCRETE ••(CU. YDS.) 2 2 6 7'-6" 0.20 3 2 6 /'-6" 0.30 4 2 6 7'-6" 0.41 3 J 6 1'-6" 0.45 4 3 6 1'-6" 0.60 5 3 6 7-6" 0.75 6 3 6 l'-6" 0.90 8 3 6 1'-6" 1.19 70 3 6 l'-6" 7.50 /2 3 6 1'6" 7.81 4 4 6 1'-6" 0.78 5 4 6 1"6" 0.98 6 4 6 ('-6" 1.78 8 4 6 1'-6" 7.57 70 4 6 ('-6" 7.97 12 4 6 1'6" 2.37 4 5 8 2'0" 1.29 5 5 8 2'-0" 7.62 6 5 8 2'-0" 1.94 8 5 8 2'-0" 2.58 70 5 8 2'-0" 3.23 12 5 8 2'0" 3.89 4 6 8 2'0" 7.53 5 6 8 2'-0" 7.92 6 6 8 2'-0" 2.31 8 6 8 2'-0" 3.07 10 6 8 2'-0" 3.85 12 6 8 2,0" 4.63 5 7 10 2'-6" 2.79 6 7 10 2'-4' 3.35 7 7 10 2'-6" 3.90 8 8 70 2'-6" 5.07 70 8 10 2'-6' 6.35 72 8 10 7-6' 7.64 10 70 70 3'-0" 8.79 12 10 10 3'-0" 10.54 12 12 10 3'-0" 12.61 ** QUANTITIES 709 1 - PLUG DIA. (IN.) A (IN.) T (IN.) N (FT/IN) W (IN.) CONCRETE ♦ *(CU. YDS.) 72 4 2 1'-4" 16 0.03 15 4 2% 7'-7g" 23 0.05 16 4 214 7'-17" 30 0.07 24 4 2% 2'-544" I 8 0.17 30 4 3 3'-0" 0.17 36 6 314 3'-7" x 0.37 42 6 4y 4'-2144" i 0.51 48 6 5 4'-10' 1 0.66 54 6 51/4 5'-5" 0.84 _ 60 8 6 6'-0" 7.37 66 8 6144 6'-7" 1.66 72 8 7 7'-2" 1.97 78 8 754 7'-9' 2.30 84 8 8 8'-4" 2.66 ** 04/ANn11E5 FOR 1 - PLLC `L x TYPICAL COMPUTATIONS FOR 0051451 TY IN ONE SKEWED CONCRETE BOX PLUG EXAMPLE: 10' r 5' CONCRETE BOX CULVERT. SKE1E0 35' FROG TABLE. QUANTITY FOR ONE PLOD: 10' + 5' BOX = 3.23 C0. IDS. FACTOR FOR 35' FROI CHART = 1.227 ADJUSTED O/ANT/TY FOR 01E PLUG 3.23 x 1.227 = 3.94 01.705. X 1 X 4" x 4"-52.9 x7529 WELDED NITRE FABRIC 4"x 4"-W2.9 A W2.9 WELDED WIRE FABRIC CONCRETE PLUG FOR CONCRETE 80X CULVERT CONCRETE PLUG (FOR CONCRETE PIPE) A DIA. TIN.) W (IN.) CONCRETE **(CL). YDS.) B (7 0.02 10 13 0.03 72 16 0.05 15 19 0.07 18 23 0.71 21 26 0.14 24 30 0.19 ** QUANT/7185 FOR 1 - PLUG L6"I6"I [7:41:1 CONCRETE PLUG (FOR CLAY TILE PIPE) CUT' P1PE l0 FIT /65/08 FACE DIA. TIN.) 5 TIN.) CONCRETE **(CU. YDS.) 18 6 0.09 24 6 0.15 30 6 0.73 36 6 0.33 4? 6 0.44 48 6 0.57 54 8 0.85 60 8 1.04 72 I 8 1.49 •• QUANTITIES FOP 7 - PLU0 4"x 4"-829+129 MOO WIRE FABRIC &RAPPED ARLXAO NEN PIPE CONCRETE SEAL CORK. METAL PIPE FIELD PIPE TAP DETAILS NOTES: DIMEN510KS MARKED THUS, AV . ARE 6" ON PIPES LP 70 24" DIA. INCLUSIVE AND B" ON PIPES J0" DIA. AND OVER. •ALL OF EXISTING STRUCTURE C117 P1PE TO FIT INSIDE FACE SECTION A -A 4" x 4" - 52.9+ W2.9 WELDED WIRE FABRIC WRAPPED AROUND NEW PIPE CONCRETE SEAL NEW PIPE CONCRETE SEAL 4"x 4"-129'82.9 5ELOEO VIRE FABRIC 6RAPPED AROUND MEM PIPE TAP FOR EXISTING STRUCTURE CONCRETE P1PE CONCRETE SEAL 4"r 4"-752.9 x 829 WELDED !TIRE FABRIC WRAPPED ARCM, NEN PIPE T 6" CONCRETE PLUG (FOR CORRUGATED METAL PIPE) A07E5: ALL CONCRETE SHALL BE CLASS 478-3000. BEFORE PLAC/AC THE CONCRETE, ALL LOOSE DIRT SHALL BE REMOVED FROM PARTS OF STRUCTURE COMING IN CONTACT WITH NEN' CONCRETE. EXCAVATIO/ FOR CULVERT PLUGS WALL NOT BE PA/0 FOR DIRECTLY. BUT SHALL BE CONSIDERED 5485101ARY 70 ITEMS FOR OUCH PAYMENT IS MADE. 03 LR 01 /18xOlE0 REFERE187. TO MAC. AY.FXO 01 REV. N0. 140 99 CRAM' 0 8585.1E(DE0 na9E FABAC 9/0/74 1A" !CO E#b7AW ST*MIURE OATS DESCRIPTION OF REVISION NEBRASKA DEPARTMENT OF ROADS STANDARD PLAN NO.428-R3 CONCRETE PLUGS AND FIELD TAP DETAILS 6 6 8 1 SLAB REINFORCING BARS (SEE TABLE NO. 1) 2-60. 5 BARS x 3•_0" (8 80/0/1ED) LIFT BARS AS R£OU1RE0 (5£E SHEET 2 OF 3) FLAT SLAB BASE TRAFFIC PLACE 517545 AS SHOWY LONIO.E IOP ELEV. A5 SNOWY OI PLANS MANYO.E (TELESCOPIC roc; GROUT BRICK OR 26" PRECAST CONCRETE RISER TABLE N0.1 BASE AND TOP SLAB FOR RO(►D MANHOLE MANHOLE SLA8 REINFORCING DIAMETER 8AR SIZE AND SPACING 48" - 60" M0. 4 AT 6" CTRS. 66"672" 710. SAT 7%"KITS. 84" A 96" NO. 5 AT 6 " CTRS. 120" NO. 5 AT 5 " CTRS. SLAB RF11fOPC/NG BARS (SEE 74BLE N7. 11 / YANIO.F (ICN-1FLTOC TYPE) Fur SLABAB TOP ELEV. A5 SHOP( CN PLANS CONCRETE FLAT SLAB TOP x PRECAST CONCRETE BARREL SECTION TABLE 60. 2) CAST 19 PLACE CONCRETE BENCH 8" x 8" x 1'0" PRECAST LEVEL BLOCK - PLACE .45 REWIRED TO 5(PPOR1 BOTTOM BARREL SECTION SLAB REINFORCING BARS (SEE TABLE AO. 11 TYPE "A" BASE R£/AFORC/9G BARS (570 TABLE A0. 11 71011I/E ELEVATION AS SHOW ON PLANS ER MN INN IBM MI MINIM NI NES ■M■■■■■■■ TYPE "A" AND 'B" BASE RAP Of PRECAST CONCRETE TO' SECTIO) x TABLE N0.2 CIRCUMFERENTIAL REINFORCEMENT PER FOOT OF BARREL DIAMETER BARREL AREA 57 STEEL SECTION AA IS0. IN./FTJ 84" 0.37 96* 0.47 120" 0.70 TRAFFIC PLACE STEPS AS SHOW MANGLE (TELESCOPIC /7M(1 FRAME SECTION FLANGE SECTION £CCE7(1R1C COW SECTION BASE REINFORCING BARS (SEE TABLE N0. 11 TABLE N0.3 MANHOLE SIZE BASED ON LARGEST PIPE INTO MANHOLE LARGEST PIPE MINIMUM MANHOLE DIAMETER DIAMETER 24" OR LESS 48" 30" 54" 36" 60" 42" 66" 48" 72" 54" 84" 66" 96" 84" 120" TYPE "B" I 11 MANHOLE DIAMETER (SEE TABLE /00.3) 6" FOR DETAILS NOT 59081.1 SEE TYNE A" )1166(LY0 [- SECTION SECTION E -E ENO ELEVATION STEPS AT 16" CTRS. DETAILS OF CAST IRON STEP NOTES 0111£7151071 "A" SHALL BE THE DIFFERENCE 8E71EEN TIE MANHOLE 119' ELEVATION 41/0 THE FL.7 TOP ELEVATION FOR TEP£ "A" MANHOLE. DIME/610N "A" SHALL BE THE DIFFERENCE BETWEEN THE 70P MANADL£ ELEVATION AND THF TO' O 171E ECCENTRIC 1R495/11C9 SECTION FOR TYPE "8" MAN43LE. THE MIN. 01M£N510N "A" SHALL BE 9" LMOER PAVEMENT AAD 1'4" OUTSIDE 171E PAVEMENT. 014EN51O) "A" SHALL NOT EXCEED 2'-0". MEN RECONSTRUCTING OR ADJUSTING TO GRADE AN EXISTING MANHOLE. TYPE "A" OR "8". OINENSION 'A" MAY BE INCREASED 10 5'0" MAX.. IF THE RECONSTRUCTION MOLD REWIRE DIMENSION A" 10 BE IN EXCESS or 5'0". THEN 771E CONE' SECTION OF THE FLAT SLAB TOP MUST 6E RAISED AAD 17£ 2'-0" MAX. DIMENSION "A" WILL AGAIN APPLY. 01MEN5101 "C" SHALL 8E THE DIFFERENCE BE7WEER 771£ P101LIPE ELEVATION 511011) ON THE PLANS AND THE FLAT SLAB TCP ELEVATION MIEN SHOWN ON THE PLANS. ONE OR MORE PRECAST CONCRETE BARREL SECTIONS MAY BE PROV10£0 10 OBTAIN 771£ REOUIREO HEIGHT. THE CONTRACTOR MAY PR0710E ANY COMB INA TION OF 5TAMAR0 GERM PRECAST CONCRETE SECTIONS THAT WILL MILK OR EXCEED INTENSION "C". 17 ADDITIONAL LENGTH 15 PROVIDED. THE LEVEL BLOCKS SMALL BE SET AT 171E PROPER ELEVATION BELOW THE FL011NE 50 THAT THE FLAT SLAB TOP E(074TION 59016 ON RIE PLANS WILL BE OBIA1AEO. ALL ADDITIONAL MAIENIAL OR MMX REWIRED SMALL BE Ai 771E CONTRACTORS EXPENSE. DIMENSION "0" SHALL 8E THE DIFFERENCE BETWEEN 771E FLOIERE ELEVATION SHOWN ON THE FLANS AND THE MANHOLE TOP ELEVATION SHOWN ON 771E PLANS. THE PoTM5N190 AAO PLACING Of MANGLE STEPS AAO LIFT BARS SHALL BE SUBSIDIARY TO INE MANHOLE. MATCH IOP 171510E SOFA= OF 771E PIPES CO14114 INTO TIE MANHOLE IMF -FEVER POSSIBLE. THE MANCE BENCH SHALL COTE LP TO 771E DIA. OF THE LARGEST PIPE 4417 SLOPE LP 3" TO THE SIDE. CONTORT TIE 87717/ 70 DRAIN. 171E M19. CEARAACE O' REIAFORCIAG STEEL SHALL BE ? BARREL DIA. 5H087V ON 16£ PLAN ARE TIE MN. DIA. THAT MAY BE USED AT EACH LOCATIO/. (NESE DTA. 6R0 BASED ON CENTER BARREL SEC11015 MUCH ARE USUALLY AVAILABLE FROM TIE FABRICATOR. 771E CONTRACTOR MAY PROVIDE BARREL SECTIONS Of LARGER DIA. THAN SNOW DV THE PLAN. 10 ADDITIONAL PAYMENT SHALL BE MADE FOR BARREL SECTIONS Of A LARGER DIA. TNAN SHOWN ON THE PLANS. FACT( SECTION STALL BE SET 1N A FRESH 8E0 OF MORTAR AND POIN7E0 LP INSIDE AND OUT. OR A COLD FORME0 JOINT MATERIAL CC1V'ORMNG TO mow SPECIFICATIONS 55-5-002/0. THE CONTRACTOR MAY. AT HIS OPT/OV. CAST -IN-PLACE THE FIRST SECTION OF THE MANCCE MEN INF STANDARD K7OLW01.175 ARE NOT AVAILABLE. THE CONCRETE WALL M/589055 460 REMWORCI95 STEEL AREA SHALL BE A5 SHORN FOR THE RESPEC111E "H" DIMENSION IN CHART NO. 1 FOR 4407601E TYPE "C". THE MIN. LS AAO SS 01W/S10/ SHALL EC OF SUFFICIENT DIMENSION TO ACCOMMODATE PIPES ENTERING THE RESPECTIVE WALL. TIE TOP OF THE CAST -IN-PLACE 5£57109 SHALL BE FORMED TO TIE SAME DIA. A5 THE RESPECTIVE PRECAST SEC71OV. MESS SPECIFIED 1N THE PLANS. THE CONTRACTOR MAY 0ET£RMIAE INE 7754E MANIOE 70 BE CONSTRUCTED. THE CONTRACTOR MAY. AT HIS OPTIC9. USE TRANSITION SECTIONS TO REDUCE TNF BARREL SIZE O' THE MANGLE. 01MEN510/ "A" WWI EXCEED 2'-0" ON TIE 26" DIA. RISER 557119. WHEN US/NG BRICK FOR /HE FINAL ADJUSTMENT OF THE FLANGE SECTION. A 001.8740 ROW OF BRICK PLASTERED !,4" 7HIC1 INSIDE AAO OUT SHALL BE USED. THE BRICK SHALL arrow TO REDUIREMENTS OF ASTM C32. PRECAST MANGLE 5(0.711945 MAY BE SET WITH EITHER 771E TO CLE ETV CP OR 771E GROOVE END LP. m /%" D E -D ro3/." #" GRADE 60 STEEL REINFORCEMENT SECTION 0-D STEPS AT 16" CTRS. DETAILS OF POLYPROPYLENE ENCAPSULATED STEEL ROD STEP (ALTERNATE DESIGN) (0 REV. N0. 96 Ye DATE MULTIPLE REVK005 DESCRIPTION OF REV15108 NEBRASKA DEPARTMENT O ROADS STANDARD PLAN NO.435-RI MANHOLE APPROVED, APRIL 1. 1968 OMR 8 NO. 4 VERTICAL FALL BARS 6IVIFMMLY SPACED NOT TO EXCEED 16" CTR5.) T 1 HORIZONTAL 1VAL6 BARS SPACING (5E£ CHART AO. 7) N0.4 2" RNP.) N0.6 65 0.46 0.74 1.06 5h" SECTION A -A 10" REINFORCED CONORE/E WALL 9" RENEWED CONCRETE NALL 8" R£1N'ORCF0 CONCRETE FALL ' y LIFT BARS AT CORERS OF SLAB 10 15 20 25 30 35 DIMENSION H". H1" 09 7/2" /N PEET 4 T SQ 5 /0 15 20 25 30 DIMEA510? "H". HI" O1 "H2" IN FEET j g:165 0.70 0.60 35 0.71 0.70 460 0.50 0.40 0.30 ! 4U lUil111!11IIIIP! 1I '�'.'l.�`lrl�llli/11111!hlIIu11 tHillnillial111111111.111i 10111111111MIVIMii11111111 'm 1111111111111111111111 5 10 15 20 25 30 016E/LS1OW "N", HI" OR H2 1N FEET CHART NO. 1 35 0.20 0.10 ?-147. 5 ++ 3'-0" DIACONAL BARS. 8 REW16(0 LS • (2= T7) TOP SLAB CONCRETE R15£R MAAME TELESCOPIC TYPE 1 I N 11 I N I mow PRIMARY SLAB BARS (SEE TABLE A0. 5) DISTRIBUTION BARS (SEE IASL£ NO. 5) DISTRIBUTION BARS (SEE TABLE N0. 5) I- MANHOLEE 1/4N-7ELESCQ°IC TYPE) CONCRETE RISER PLACE STEPS AS 5110874 A CONCRETE BENCH DISTRIBUTION BARS (SEE TABLE NO. 5) -\ NOTES CHART ND. 1 SMALL BE WO TO OETERW/E THE WALL 711121AE55 AAO THE AAWXW/T OF HORIZONTAL RENEORCl/M STEEL HEM/RED FOR A PARTICULAR VALLE OF "I" ANDA LONG SPAN 01/EN51OM RS". TO USE THE CHART. LOCATE INE POINT OF 187(85ECT1Ol OF A VERTICAL "I" DIMENSION L1AE 8/7N A stow SPAN LEACTN 21/E. FROM TH15 POINT O' INTERSECTION. DRAW A 1KN/20/1/42 LITE TO THE RIGHT TO RAO THE REWIRED AMOOVT OF NORIZOVTAL RE/N'ORC/NG STEEL PER FONT OF FALL HEIGHT. THE REWIRE0 FALL THICKNESS RILL BE FOLBe Al THE LEFT OF THE PARTICULAR CHART 5ECT104 EXAMPLE I: CHVEN A /ANKLE 8178 H = 13 FEET AAO LONG SPAN LS = 6 FEET. FROM 114E CHART FIND THAT A 8" 7H1CX WALL WITH 0.40 W. 1N./FT. OF REIN"LWCING STEEL L5 REWIRED. TIE RN17OMTAL BARS MAYBE AO. 4 AT 6" SPACING O1 NO. 5 AT 9" SPACING. (SEE 1481£ NO. 4) EXAMPLE 2: GIVEN A 464NKC1 WITH H = 19 FEET AND LONG SPAN 25 = 7.5 FEET. 0871E THAT THE CENTER SECTION CF THE CHART MUST BE USED WITCH INDICATES THAT A 9" THICK FALL 15 REWIRED. ON THE VERTICAL L1AE REPRESENTING N = 19 F££T, Me A POINT WDWA7 BETWEEN 71E 7 -FOOT AND 8-1807 SPAN LENGTH L/AE5. THE REWIRED MOUNT OF NM1ZOV7AL REINFORCING STEEL WORD THEN BE 1E40 AS 0.73 50. IN./FT.. 6N1CH COAD BE PROVIDED 8Y U51AG N0. 5 BARS AT 5" SPACING OR N0. 6 BARS AT 7" SPACING. (SEE TABLE N1. 41 THE WALL 7MCKAE55 AND THE AMORI7 OF HORIZONTAL REPEORCIAG A5 0E1£RNME2 FROM THE CHART SHALL BE USED FOR ALL FOUR WALLS /N A PARTICULAR LIFT OR POOR. TIE SANE FALL DESIGN MAY BE USED THROUGHOUT 116E HE/GN7 or THE MANHOLE, ORA DIFFERENT FALL DESIGN FOR THE TEXT LIFT MAY 8E DETERMINED BY REENTERING THE CHART WIN THE VALUES 0= "N1" ANO 15" WALL DESIGN FOR 401710VA LIFTS 117(60 BE 148680 1N THE SUE MANOR. WHEN 0E51GN1NG A MANRXE FROM CURT le. 1. TIE NINIML I VALUE OF 7H" SHALL 86 5 FEET (FOU DESIGN PURPOSES WY). THE MINIMUM HORIZONTAL REIIFORC1N6 SHALL BE AO. 4 BARS AT 12" CEN7ER5 AID THE MINIMUM WALL TH17(8255 SHALL BE 8". PRIMARY SLAB BARS (5E£ TABLE NO. 5) MANHOLESTEPS A16" AT 16" ClRS. HORIZONTAL FALL BARS (SEE pOR7 NO. 1) AO. 4 VERTICAL FALL 8ARS -� 1 A 72 r NO. 4 MEL OARS TO MATCH VERTICAL WALL BARS (776.1 t x FL08LIAE OF MANRXE J i SPR MARY SLAB BARS 15E6 TABLE N0. 51 Ij: \ LS FALL TI/CX8E55 (SEE CHART N0. 1) PIPE FALL 7N1G(ME55 FOR DEFINITIONS OF D//EAG/CWS A". "C" Ale 'W", SEE SHEET 1 OF 3. TYPE "C" ........... ........ii.. ........i1.. L5 • (2 x 121 • 72 BASE PRIMARY 5LAB BARS (5E6 TABLE ACL 5) DISTRIBUTION OARS (5£E TABLE NO. 51 TABLE NO.4 CROSS SECTIONAL AREAS IN SQUARE INCHES OF BARS IN WALL SECTIONS ONE FOOT HIGH SPACING BAR SIZE N0.4 110.5 N0.6 5" 0.46 0.74 1.06 5h" 0.44 0.68 0.96 6" 0.40 0.62 0.88 6,7" 0.37 0.57 0.81 7" 0.34 0.53 0.75 734" 0.32 0.50 0.70 8" 0.30 a17 0.66 854" 0.28 0.44 0.62 9" 0.27 0.41 0.59 95" 0.25 0.39 0.56 10" 0.24 0.37 0.53 10,4" 0.23 0.35 0.50 ll" 0.22 0.34 0.48 lig. 0.21 0.32 0.46 I2" 0.20 0.31 0.44 TABLE NO. 5 BASE AND TOP SLAB FOR RECTANGULAR MANHOLE SNORT SPAN 06ENSION 'Sr SLAB TNICIVE55 Y" PRIMARY SLAB REINFORCING BAR SIZE 6 SPACING DISTRIBUTION REINFORCING BAR SIZE 1 SPACING 2'-6" TO 1'-11" 8x" 82. 5 A7 5W" 6.765. NO. 5 AT Il" CTR5. 5'-0" TO 5'-71" 9" NO. 5 A7 5" CTRS. NO. 5 AT 1O" CTRS. 6'-0" TO 6'-11" 93 " ACC 5 AT 1 " CMS. 5 AT 9" 0775. r -o^ m 7,11" 16" NO. 6 AT 5 " CTR5. NO. 6 AT 11" CTR5. 8'-0" l0 B'-11" N" le. 6 AT 5 " CTR5. NO. 6 AT 11" CURS 9'-0" 10 10'-0" 12" NO. 6 AT 5" CTRS. N0. 6 Al 70" CTR5. NOTES FOR TYPE "C" MANHOLE. THE MAX. VALLE5 OF "H" SHALL 8E: MAX. H = 17 FEET WHEN LS = 10 FEET MAX. N = 21 FEET HIEN LS = 9 FEET MAX. H = 26 FEET PEEN L5 = 8 FEET MAX. N = 34 FEET WEN LS = 7 FEET MAX. H = 35 FEET WHEN L5 = 6 FEET THE LONGER CLEAR SPAN 15" OF TIE MALLS. AS SEEN 1N A /408/708742 5ECT/OI4 SHALL BE USED TO FLM) A FALL DESIGN FROM CURT NO. I. 71E SHORTER CLEAR SPAN "55" SHALL BE 115E0 TO FIND A 8456 AAO IOP SLAB 0£516)7 FROM DE TABLE NO. 5. 1)E MIN. COVERING. )EASORED FROM TIE FACE OF THE CONCRETE TO THE 5U.RFACE OF A REINFWCIAG 8AR, SHALL BE 2" EXCEPT A5 SHOWN. THE FURNISHING AND PLACING OR MA/81OCE STEPS SHALL BE SUBSIDIARY TO THE MANHOLE. THE TOP SLAB MAY BE CAST -/N -PLACE OR PRECAST. 857 11 17 15 PRECAST. /T SHALL BE 5E7 111 A FRESH BED OF MORTAR AAO POINTED UP INSIDE AND OUT. FOR RISER Ale BEACH DETAILS 007 51100/ 5£E SHEET 1 Of 3. TIE 711/1. "L5" AAO "55" 0/LENSION SHALL BE 2'-6" FOR M INOL£S WITH "N" LESS THAN 6 FEET AND SHALL 8E 4'-0" FOR MANHOLES 111711 "H" GREATER THAN 6 FEET. DEA' 15" AND "55" 0/MEA'S1OM5 ARE NOT 5PEC171E0 ON INE PLANS. THE 011E1610MS SHALL BE OF SUFFICIENT OVENS/OR TO ACCOMMLOATE PIPES ENTERING TIE RESPECTIVE WALL. A MIN. Of 6" SHALL BE MAINTAINED BETWEEN THE INSIDE CORNER OF 1R£ MANACLE AND THE OL/TER SHELL OF AN ENTERING PIPE. AAD BETWEEN W7£R SHELLS OF PIPE ENTERING TIE SAME VAAL. 04 AOv 96 4441943 RAZORS REV. N0. DATE DESCRIPTION OF 1E8RA52A DEPARTMENT OF ROADS STANDARD PLAN NO. 435 -RI MANHOLE :.ay Design Dlvisbn ax g" + " 6" ANCHOR LUGS (FOR THOS. 4W" BELOW 7O' OF FRAME) SLOT FOR FLANGE BOLT SEAL FOP LUG COVER CASTING !CAE O[Y1 �pm I I HALF TOP VIEW %"A 51" F 6" ANCHL6 01165 (FOD THUS, 65" 8E10V TLP OF FRAME! C SECTION C -C FRAME OWING PAVEMENT CONSTRUCTION. FRAME CASTING TO 8E TEAIPWARILY HELD IN POSITION 8Y BOLTING 70 FLANGE CASTING. 8a 7s TO BE MIMED AFTER CONCRETE HA5 HAROENED. 31" 6.41" SF FLANGE F1LLE7S (FOLK THUS) B IV DIA. BOLTS !FOOT MUST 1" GIA. BOSSES FOR 14175 (FOUR TRUST HALF TOP VIEW HOLES FOR 3" DIA. BOLTS 131" 10P OF PRECAST CONCRETE TOP 5(771(7 SECTION 0-8 FLANGE TYPE I DETAILS OF FRAME AND FLANGE TELESCOPIC TYPE (CAST IRON) TYPE II DETAILS OF FRAME NON -TELESCOPIC TYPE (CAST IRON) -r Ci" TOP Cr PRECAST CONCRETE TOP SECTION Ne FOR MANHOLE COVER 2'-O%" LiS.EAT MI J' SECTION TYPE III DETAILS OF RING NON -TELESCOPIC TYPE (CAST IRON) SECTION ADJUSTING RUNC5 MAY 8E USED 1N ORDER 70 087416 THE REWIRED ELEVATION OF EITHER NEI OR EXISTING MANGLES. THE RINGS ARE SUBSIDIARY TO BUILD MANHOLE. AOJUSI NAMYOL£ TO GRADE OR RECONSTRUCT MANHOLE. THE ADJUSTING RINGS SHALL 87 HELD RIGIDLY TO THE FRAME AND TO EACH ORE? BY USE OF Fats SET SCREWS IN THE BEARING LEG OF THE RING. ADJUSTING RINGS MAY 8E USED 70 A MAXIMUM HEIGHT OF 12 INCHES. THE CONTRACTOR SHALL INSPECT TRE COD/7196 AND VERIFY THE DIMENSIONS CP' EXISTING MANGLE PRIOR TO U5/NG ADJUSTING RINGS. DETAILS OF ADJUSTING RING HALF PLAN I'" I I R I I I r i3$35"i 7" SECTION A -A DETAILS OF COVER (CAST IRON) WEIGHTS ?CAST IRON) 7YPE A COVER 225 POMD5 TYPE 8 COVER 250 POIDS FRAME (TYPE 11 260 POLIOS FLANGE (TYPE I) BS PONDS FRAME (TYPE 1I! 275 Pa105 RING FOR COVER (TYPE 1111 120 POLIOS NOTES TME 1 AAD I1 45577816)175 NORMALLY USED 1N PAVEMENT. TME II! ASSEMBLY IS CARNALLY USED OUTSIDE OF PAVEMENT. FOR TYPE A COVER (570646 5EIER1. USE DETAILS AS SHOWN. FOR TYPE 8 COVER (SANITARY 5667/41. 017 31" DIA. HOLES 1N COYER. 6) A0Y At AOTTAY7 8075076 REV. N0. GATE DESCRIPTIO! OF REVISION NEBRASKA DEPARTMENT a ROADS STANDARD PLAN NO.435-RI MANHOLE 3 0 5 BAR £ BAR 6 "BAR A PLAN INLET COVER 8AGT COVER f LONGITUDINAL 8" 4'-0" LOCATION OF BACK MALL /7769 100617601/6.41. P1PES ARE NOT USED '.CA' OF CURB REINFORCING BAR BENDING DIAGRAM FOR CURB INLET 860E 7� 1" 7" b o., 8AR Fl&R6 1 BAR N � 7-0 930-16"471 SLOE VARIES 1401(5/7 1N f/EL01 CUTTER LIRE WARP COTTER 70 F17 761/646416 I ti --� E 78/6957685/' P/Pf PLAN FLOG' WARP 007769 TO FIT 7CAIKA76 5'-0" 5'-0" 7'-6" TOP Of CURB 55 THROAT OPENING 2-0" _ I 11M/7 OF GUTTER DEPRESSION FRONT ELEVATION GUTTER LIME 8AR 0 80 6 A001T16441 LIFT 8AR FOR OEN/A35 OVER BAR 6 BAR 6-, `8AR A L8AR E BAR F PLAN INLET COVER BACK COYER I f 107161RID1N40 PIPES 8" REINFORCING BAR SCHEDULE FOR CURB INLETS 8/661 Siff 4-O" Y 6'-o' Y B'-0" 7 iM-O- v 12-0- r 14'-0" Y 16'-o" Y I6'-0' 531/451 NO. LE/107/1 N0. 10077N 70. L13 07/I NO. 100771 w. 600719 70. LENGTH 10. LE7101N 10. 1.01010 A 8 8 6 016. 918. 3 -- 6'-9" -- 3 2 8'-9" 4'-10 3 2 10'-9" 610" 3 2 12-9" 8'-10" 3 2 14-79" 10'-10" 3 2 16'-9" 12'-10" 3 2 78'-9" 1 '_14" V' 3 2 20'-9" 16'-10" 0 6 TR. 3 2'-0" 1 2'-0' 1 -0" 1 2-0" 1 2'-0" 1 -0" 1 0' 1 2'-0" 0 6 SMR. 1 5'-1" 1 5•-1" 1 0'-7" 1 5'-7" 1 5'-," 7 S'-1" 1 5'-1" 1 57-1" E 5 8ENT 6 4'-0" 6 4'-O" 6 4'-0" 6 4'-0" 6 4'-0" 6 4'-0" 6 4'-0" 6 4'-0" f S BENT - 2'-7" 3 2'-7" 6 2'-7" 8 2'-7" 11 2'-7' 13 2'-7" 16 2-T" 16 2'-7" 0 5 BENT 5 "-7" 4 1 -7" 4 1'-7" 4 1'-7" 4 l'-7" 4 1'-1" 4 1'-7" 4 7'-7" N 4 BENT Erie; -- -- 10 834'-0" 70 1/=4'-0" 10 6.4'-0" 10 t•4'-0" 10 W?' -9 1 M•4'-(tl'9 10 F•4'-0" J 1 __ ________ 2 2 -2' t 2'-2' 2 2-2" LIFT 4 BENT VAR. 2-6" VAR. 2'-6" VAR. 9$ -6' VAR. 2'-6" VAR. 2 =6" VAR. jy'-6" VAR. 2 -6" VAR. 2'-6" M 4 579. VAR, 5'-7" VAR. 5'-1" VM. 5'-," 948. 5'-1' VAR. 5'-1" VM. 5'-1" VAR. 5'-1'• VAR. 5'-1" N 4 518. 8 8-3 8 8-3 8 6-3 8 8-3 8 8-3 8 8-3 8 6-3 8 6-3 8AR 8" 2'-10" 7'-10" ANCHOR BNL LOCATION O' moo MALL MEN (O.C11601NA1 PIPES ARE our USED BACK OF CURB , Lot 70" rr T__T j•y f TRANSVERSE PIPE - I PLAN Y • 6'-0" 70 I8'-0" GLITTER 11/76 WAR" 61/7769 l0 TIT 7CN7tATr T- T 1 L m 8"I 10" ,i. 7" WARP COMA 70 FIT 76166,1 76 10P OF CURB - \ THROAT OPENING 1'-6" 5'-0" 2-0" 5 11917 O CURER DEPRESSION CURB INLETS 16" ITIP.1 4'-o• 18" FRONT ELEVATION LOCATION OF BACK MALL WHEN LONGITUDINAL PIPES ARE 1107 USED B" A B" TYPICAL SECTION OF INLETS 41` GROUT SHALL BE FINISHED SUCH 007 711E 75/P ELEVATION OF ME 114£7 110. MEN INSTALLED. NA7CH£5 THE FINISHED SHOULDER 510/5 OF THE ROADWAY CROSS-SECIION5. *07£51 THE NTN/NW COHERING. MEASURE° FRON 711E FACE Lir CONCRETE TO 711E SURFACE OF ANY REINFORCING BAR, SHALL BE l5i". THE OUAN7111E'1 OF CONCRETE MASTER FOR COMB MFE7 INCLUDES MAT PORTION OF CONCRETE AAO STEEL 90.08 AA0 BAC.' OF 111E OA7B SECTION AS SHOW ON MI5 PLAN. 6Y/TT£8117E 7H£ CONCRETE CORERS 4147 86 CAST 1N PLACE OR PRECAST. T 3 9" EXCEPT FOR 176 601108106: T 3 6" FOR 6'-0" TO 78'-0" OPENINGS MEN X • 2-11" NAV 3'-1" 7 3 1'-6" FOR 14'-0" TO 18'-0" OPENINGS MEN X • 3'-71" TNR(/ r-5- DATA FOR CURB INLETS DIA. 0111111151010 OWNTITRS L01071T. PIPE 80 1111161 40 0 40ETF. CU. 705. o REINFO 6778 5750.. lee 7F. OF 11 BARS 744' 246' 1.60 Y410. 1412 TOW 1414' 7411' 744' r•6' Y.4. 9.10' 1.12 7.11' 7.16' 7•IW 001TIONAL 8MNTITIF4 PER ONE FOOT (9(916150 OF 0111001011.8. C 100010 CU. 705. 8E0F. STEEL LBS. QI 3'-11" 2'-8" 2'-0" 2.08 2.43 2.79 3.75 3.51 4.06 4.46 4.65 173 '75 202 231 259 289 316 344 NONE 0.383 6.7 "-R" t8" 3'-5" 1'-11" 2,-2" 2-2" 27" 24" 27" 2'-6" 2.-5" f 9" 1•_5., .-5. 3.-4., 4'-11" 6'-4" 3'-11" 3'-8" 3 6" 2.74 2.37 2.83 2.60 3.06 3.31 3 3.54 4.06 2.51 2.2.71 3.15 9 3.41 .66 3.89 4.41 2.86 3.07 3.30 3.21 3.43 3.67 3.56 3.79 4,93 3.95 4.21 4.44 4.30 4.57 4.80 4.65 4.94 5.16 133 136 141 106 193 200 216 28 2 25 245 74 ] 310 250 277 ,2 284 318 349 342 349 364 370 376 3 0.459 0.473 4 0,490 6.7 6.7 6.7 3.53 3.76 4.01 4.25 4.77 3.90 4.12 44:17, 5.13 4.26 4.49 4.74 4.97 5.49 4.68 5.04 5.29 5.52 6.04 5.04 5.43 5.68 5.92 6.44 5.40 5.63 9,06 6.63 144 148 150 15 158 203 210 213 217 231 236 241 244 254 267234 270 273 283 297 297 322 324 327 331 AO 351 352 354 3 368 379 379 3922 1 301 313 to 42" 4'-6" 4.60 4.95 5.31 48" 64" 5'-17" 7'-6' 5.18 5.53 5.89 6.� 6'-5" S-8" 5.78 6.13 6.49 6.85 tr 7.21 1:1g 7.76 6,41 6.76 7.12 7.48 7.84 8.39 516 8.59 1.28 .55 8,'6 164 236 395 5 5 6 0.504 0.5188g 0.655 41 6.7 6.7 6. 6.7 0.576 6.7 264 293 320 350 378 405 171 174 6'-10" 0'-2" 7.02 7.42 7.18 8.14 8.50 9.05 9.45 fl :65 760 246 252 '162 274 303 330 2130 309 337 3671 36 394 394 415 421 13 8 0.605 0.634 0.663 290 319 346 376 404 431 9 0.691 187 272 300 329 356 386 414 441 10 0.720 6,7 THE CAST MON C0YE85. FRAMES SHALL BE GREY IRON CO1TO611109 TO INE SPECIFICATIONS (157 MON STEPS SHALL BE INSTALLED 1N CLAM MLE75 AND JUNCTION BOXES 496'9 THE "X" DIMENSION 15 4'-6" OR GREATER. THE FORNI5HIN6 AM PLACING OF CAST IRON STEPS SHALL 0£ 560510/ARY 10 IRE 17£11 FOR MNICH DIRECT PAYMENT 15 MALE. M£ CURTER DEPRESSION 75/6(47£ SHALL BE USED 7NRDUGNO/7 17/E THROAT OPENING. CLASS OF CONCRETE AND MINNAU9 COMPRESSIVE STRENGTH AND 716E Of STEEL FOR R£/AFORCIAC BARS SHALL CONFORM TO THE DEPARTMENT OF 90405 "STANDARD SPECIFICATIONS FOR H1115841 CONSTRUCTION." 711E MET COYER SHALL BE IMPRINTED "NO DUMPING" SEE SHEET 2 OF 2. 07 X" SHALL NOT EXCEED 7'-6". Q "1" SHALL 8077 EXCEED 10'-0". © 807 OCOK'710/5 6100 BE MADE FOR PIPE OEN/AC5. e, 0 RMT APPLICABLE WERE Y 3 4'-0". DIAMETER OF 2_8.46 PIPE AND 8111/7 1 "F" IN 915 !MET 0ATA 74&£ ARE BASED Of/ 711E 02601101NN PIPE. DEPTH O THE 114E7 1147 BE 007£9/760 8Y THE 1RANSY£85E PIPE MINIMUM 'D" 3 TRANSVERSE PIPE DAMEIER PLUS 9"). 8" 7111CA' CONCRETE WALL LOCA1E0 AT 1110-POIN7 (7/21 OF MLET OPENING. 2-&4R SECTION FOR 4'-0". 76'-0" 6 18'-0" PRET OPENINGS MID -POINT COVER SUPPORT Ale AA N 614E AMR (CTRL 117 1114 0 10 OIMP7AGLRNN5 TO STREW A6 SEP 92 LK1 510E 10..V571I£M REV. 107. GATE OE5CR161100 CO REVISION 61E366505 DEPARTMENT OF ROADS STANDARD PLAN NO. 443-R8 CURB INLETS AND JUNCTION BOX tutt CRlCNAL: '6)02069,,22. 1974 INLET COVER QUANTITIES FOR JUNCTION BOX 114104T 01.0/140 KICK 485.1 400ITIOI6L OJMOITIES SIZE 2 . 2 1 OF COICIIETE I04. 11)0.1 PER DK FOOT INCRCASE CONCRETE PEI16010. 157 01. 126.6 57EE2 LBS. OF 80085106 "K" •• 2"-0" " 2'-0" 0.94 15 0.26 0'-0" " V-6" 1.06 18 0.27 2'-0" x 3'-0" 1.18 23 0.31 2'-5" x 2'-6" 1.20 19 0.34 2'-6" x 3'-0" 1.33 22 0.34 pp'''' • 1'_pp" 1.47 229y 0. 6 '-p" x S'-6" 1.61 30 0.59 3'-0" x 4'-0" 1.76 34 0.41 • NO OEOVCTIONS 1RLL 8E MADE FOR PIPE OPENINGS •• DIMENSION 'X" SHALL NOT EXCEED 5'-6" N7. 4 BARS AT 8" MAX. SPACING A0. 48480 AT 8' MAX. SPACMO :(-7A•-• r:*A �.%1 y T J Y1.1'-4 PLAN SECTION C -C JUNCTION BOX (NOT FOR USE UNDER TRAFFIC> L NO DUMPING. DRAINS TO STREAM N070, TEXT 1S '0 80 IMPRINTED INTO COVCR£7E. AT A DEPTH OF N-. 60" m 6 I BAR N Al 8Y." CTRS. SECTION 5.-4" BACK COVER PLAN 1/E CAST IRON COYEIPS Alt FRAMES SHALL 8E GSEY IRON CONFORMING 10 THE SPECIFICATIONS. 39" 21" N r ---187rX'N r ti TOTAL 4E10117 = 125 LB5. CAST IRON COVER AND FRAME S 13" I P.1. I I 60" AMNO CPOS5 SLOPE IFT/FTI 0.01 0.02 0.03 0.04 0.05 0.06 H 10TH' 10%" /OH4" 9TAA" 9TV 944" GUTTER DEPRESSION TEMPLATE LIFT BAR 11 GOUT COYER 14 NO. 4 .480)88 BAR - (AaCROR BAR SHALL 8£ PLACE0 11, %4" MAX. DRILLED HOLE AID SET PIM EPDXY (0888017) SECTION A -A A A N"HOES PLAN ANCHOR BAR SECTION B -B PLAN 7r- CHAMFER DETAIL 10" FRONT ELEVATION STEPS TO BE PLACED AT I6" CENTERS CAST IRON STEPS GRIND UPPER CORNER OPTIONAL ,SEE MITER DETAIL) b 1544" (1YP.1 RADIOS ALIENATE OR CHAMFER NOM STRUCTURAL STEEL FOR FACE ARMOR 114104T 01.0/140 KICK 485.1 100 129 6"-0" 157 10'-0" 186 12'-0" 215 14•_0'• 243 46'-0" 272 06613 - 1012 LENC7!1 OF MEI COVER I' -O" .TI AR 4 DEFORMED ANO'100 BAR AT 9" CENTER FACE ARMOR THE COMPL£I£0 FACE ARIIA4/4,,0004 8AR ASSEMBLY SHALL 8£ NOT -018 GALVANIZED IN ACCORDANCE 617N AVM A153. 08 .OL R FACE A9VOR OETA'L 87 AM' CV NO 0 0040 ARAMS 10 5TRCAY 76 SEP 95 L10 SLOPE 804/SFP£A7 REV. N0. DATE DES011PI9A OF REV10I00 NEBRASKA DEPARTMENT OF ROADS STANDARD PLAN NO. 443-R8 CURB INLETS AND JUNCTION BOX ROA APPROVED, j,.Caa ,F! NU ORIGINAL, FEBRUARY 22. 1904 2 8 1 ** THE FIRST ROLL OF &ANfET SHALL BE LAID DOWN TNF CENTER OF THE 017CH SEE NOTE 2 10' ** DITCH INSTALLATION f ROADWAY - r YTD. W. MIN. E STAPLE ?_I WIRE 7EAD3G STAGGERED EVERY 1'-0' ALONG 80)0E7 EDGE TYPICAL CROSS-SECTION 73 GA. 8116. WIRE STAPLE -- STAPLE STAPLE DETAIL SURFACED SHOULDER TIE-IN DETAIL SURFACED steam STAPLE EVERY /'-0" ALCM BLANNE7 EDGE SHOULDER INSTALLATION OR STAPLE EVERY 7-0" ALONG &AM'E7 EDGY ANCHOR FOLD NON -VEGETATED CONDITIONS FORESLOPE ANO BACKSLOPE INSTALLATION 1-0" 0. . ((77'1 f STAGGER SPLICE JOINTS INSTALL 5016 RETENTION &AMITT 1"-6" FROM 5URFACE0 5HOLLDER OR ROADWAY P-0" O.C. L IIYP.1 67;g TIE-IN 70 EXISTING YEGErAl10V STAPLE DETAIL --� j-- A" CENTERS IT77.I STAGGER STAPLES 4" 0.C. AS SHORN ON STAPLE DETAIL FOR EDGES ADJOINING AREAS 70 BE SEEDED STAPLE EVERY 1'-0" ALONG &AWE EDGE 6'-6" STRIP (777.1 16'-6" STRIP (777.7 1'-0" PLG. I I_ -.J 3'0"t OC. 1TYP.1 7777.1 C17 07 SLOT NOT SHORN STAGGER STAPLES 4" O.C. A5 SHOW/ ON STAPLE DETAIL WIRE STAPLES OC. 7176. ) 6" PLC. _T MP.; PLAN VIEW STAPLING DIAGRAM TOTE: FOR 8"-10". 73 CAGE STAPLES DITCH 80r70M THE FIRST ROLL OF 81AMf£7 SHALL 87 0410 DOM THE CENTER OF THE 017C11 — SLOPE AT DITCH INTERSECTION 157APL£ cm?). 3'-0" STAPLE EVERY I'-0" A! CRC RL 4AvE r 0557 TERMINUS TYPICAL SOIL RETENTION BLANKET INSTALLATION NOTES: 1. 71615 ALAN 15 APPLICABLE FCR THE FOLLOWING: EROSION COY7R0L. TYPE "HV", A", AA", "AAA" O9 CLASS 78, IC. 1D. IE. IF. 2,4, 28. 4 20. 5740066(0 EVERY 1-0" KONG &AM'ET EDGE R5 OCT.07 ERO5KM WORK. AT SPLASH BASIN R1 05006 BPDAC 165TNUTOI YLTAGO lU RAP CNMGE 57A"IE DAIMONS REV. N0. DATE DESCRIPTION OF REVISION NEBRASKA DFPARTRENI OF ROADS 2. 501E RETENTION &AM(E7 SHALL 8E 0410 A MINIARA7 STANDARD PLAN NO. 501-R5 CF 1'-6" UR IN£ 8AC1:&OPE AND FORE5LOP7. 3. CHECK SLOTS ARE PLACED PERPENDIC&AR To 017CH CENTER LITE ON 25'-0" CENTERS. I. THE MAAVFACILNERS' RECOMIEAOE0 STAPLING PATTERN SHALL GOVERN OVER THE PLANS. 5. WHEN USED IN CONJUNCTION WITH EROSION (60(K5. R£NOVE 7'-6" Of PAY LENGTH OF (0051ON CONTROL FOR EACH EROSION (NECK. EROSION CONTROL (06DESi04179}C0413017 1073200772316AM • 3 . • . • • i. 1'-0" PLG. I I_ -.J 3'0"t OC. 1TYP.1 7777.1 C17 07 SLOT NOT SHORN STAGGER STAPLES 4" O.C. A5 SHOW/ ON STAPLE DETAIL WIRE STAPLES OC. 7176. ) 6" PLC. _T MP.; PLAN VIEW STAPLING DIAGRAM TOTE: FOR 8"-10". 73 CAGE STAPLES DITCH 80r70M THE FIRST ROLL OF 81AMf£7 SHALL 87 0410 DOM THE CENTER OF THE 017C11 — SLOPE AT DITCH INTERSECTION 157APL£ cm?). 3'-0" STAPLE EVERY I'-0" A! CRC RL 4AvE r 0557 TERMINUS TYPICAL SOIL RETENTION BLANKET INSTALLATION NOTES: 1. 71615 ALAN 15 APPLICABLE FCR THE FOLLOWING: EROSION COY7R0L. TYPE "HV", A", AA", "AAA" O9 CLASS 78, IC. 1D. IE. IF. 2,4, 28. 4 20. 5740066(0 EVERY 1-0" KONG &AM'ET EDGE R5 OCT.07 ERO5KM WORK. AT SPLASH BASIN R1 05006 BPDAC 165TNUTOI YLTAGO lU RAP CNMGE 57A"IE DAIMONS REV. N0. DATE DESCRIPTION OF REVISION NEBRASKA DFPARTRENI OF ROADS 2. 501E RETENTION &AM(E7 SHALL 8E 0410 A MINIARA7 STANDARD PLAN NO. 501-R5 CF 1'-6" UR IN£ 8AC1:&OPE AND FORE5LOP7. 3. CHECK SLOTS ARE PLACED PERPENDIC&AR To 017CH CENTER LITE ON 25'-0" CENTERS. I. THE MAAVFACILNERS' RECOMIEAOE0 STAPLING PATTERN SHALL GOVERN OVER THE PLANS. 5. WHEN USED IN CONJUNCTION WITH EROSION (60(K5. R£NOVE 7'-6" Of PAY LENGTH OF (0051ON CONTROL FOR EACH EROSION (NECK. EROSION CONTROL (06DESi04179}C0413017 1073200772316AM 1 CONCRETE ANCHOR FOLD TAMP SOIL FIRMLY TERMINUS DITCH ANCHOR FOLD TAMP SOIL P1RA66 STAN;E5 STAGGER SPLICE JOINTS TYPICAL INSTALLATION AT PIPE CULVERT L' 6'-6" 5/RIP QC.. IIP I 1 PLAN VIEW STAPLING DIAGRAM TYPICAL INSTALLATION AT BOX CULVERT SPLICE JOINT STAPLE DETAIL --{ �— 1" CENTERS (TVA) 000000000000000000000 000000000 6666666 00000 I-- 7' NT}P.1 STAPLE CHECK SLOT NAT 15' INTERVALS) • • STAGGER STAPLES EVERT Y-0" 0.C. MINN T0-0" OF PIPE STAPLES STAGGER is SPLICE + +• t7 + ` 6'-6" STRIP i • IT0P.) PLAN VIEW STAPLING DIAGRAM NOTE: OFFSET EROSION CONTROL PLACEMENT ALONG THE DRAINAGE PATH NOTE: CENTER EROSION CONTROL ON FUME MERE THERE /5 NO OEFI/EO ORAINACE PATH EROSION CONTROL PLACEMENT AT SPLASH BASIN AS OCT.6T EROSOI COAT AT SPLASH HASPI RI 0EC06 IA^AWE WS7AILOq'I METIOO RI FEM& QIMGE STAPLE 0ENMWS REV. NO. DATE DESCRIPTION OF REVISION NEBRASKA DEPARTMENT OF ROADS STANDARD PLAN NO.501-R5 EROSION CONTROL (04*0E S1GN79} 0a1007710102007 914' 36 AM 6 1 STAPLES 2'-0" 0.C. 0 • S TAPLE EVERY ALONG 00400(T EDGE 1r-0" TYPICAL INSTALLATION CLASS 1A (SLOPE PROTECTION, SAND) B" ▪ r STAGGER r (TIP./ •-r-To" SPLICE o.c.� A • L. 1 ,P C STAPLES 1 Lo• 0,C. I L,- 1T1P.? 12'-0" PLAN VIEW STAPLING DIAGRAM FOR CLASS 1A (SLOPE PROTECTION, SAND) STAPLES r-0" 0.C. SLOPE BREAK L SCOPE BREAK FOR EDGES ADJOINING AREAS 70 BE SEEDED 1r-0" STAPLE EVERY 1'-0" ALONG BLAARET EDGE SURFACED SHOULDER TIE-IN DETAIL STAPLE (VERY 1'-0" ALONG &ANTET eat SHOULDER INSTALLATION p•_i Yfrl. STAGG7fYP.lER �I ` 2'-o"o.c 1 ...'1 , yY � ckl - w W o r7YP.? I 1_0" O.C� • A7 SPLICE ?'-0' 0.0 ABOVE 1 Ni ii ' SLOE BREAK I— 47TL° 4 TERMIMIS TERMINATE 8LAI057 r-0" FROM TOE OF SLOPE LR 47 0V0157916E0 YEFEIA7/AV PLAN VIEW STAPLING DIAGRAM FOR CLASS 18. IC. 1D, 1E (EROSION CONTROL. 8. HV. C1. C) N77£: ON SCOPES OVER 50' IN LENGTH !FROM RLP of SLOPE 10 TOE? NOTES: INSTALL 50/L RETENTION PLANET 1"-6" FROM SURFACED S16f.EGYR OR ROADWAY 1. TN0 MANUFACTURERS' RECOMMENDED STAPLING PATTER:. SHALL GOVERN OYER THE PLANS. RS 7(7JP E/K6AR COMP. N SPALr 89549 RI DE= WAVE NSTA1001 415700 R3 MOT C11A,GE STAPLE MEWS04S REV. N0. GATE DESCRIPTION Of REVISION 188RA56A DEPARIIENT OF ROADS STANDARD PLAN NO.501-R5 EROSION CONTROL APPN0VE0, NOVE1669 14. 1973 cAn {DROCSION79) Oor 13017 10'212007 B 2A.AA AM d IDE OF 01.B°0 L 6'-0" MIN. I OVERLAP 1 1 1 SILT FENCE SPLICE 4 BAY SILT FENCE WITH 10'-0" RADIUS F- 1 - T T 51L7 FENCE WITH 0' RADIUS BAY BAY DETAIL NOTE: SILT FENCE 61 CORNERS SHALL HAVE A RADIUS OF 0' MIN. 70 (0'-0" MAX. R.o. AL LITE STEEL 57LODE0 "7" LINE POSTS 5'6" LENGTH: 6'0" MAX. SPACING - TRENCH AND COMPACT 8A0ff1LL SEE TRENCH DETAIL OPTION Off (PRFFFR£O) SILT FENCE 76'-0" OFFSET FROM TOE OF FILL) PLASTIC CABLE 71£5 - 1F STAPLES ARE USED THEY MUST BE THROUGH ALL LAYERS OF FABRIC s11 T FENCE FABRIC WATER LEVEL VARIES /N. ti 6" 6'0" OFFSET FROM I-- 70£ 05 5155 (MINIMUM/ SILT FENCE TRENCH DETAIL iy--R.OW. LONE STEEL STUDDED "7" LINE P0515 5'-6" LENGTH; i 6'-0" MAX. SPACING TRENCH AND COMPACT 8456(1LL SEE TRENCH DETAIL 2" x 1" x 6'0" WOOD STAKE SPACING 6'-0" ON CENTER SILT row 6" x 1" WIRE 574/1£ EVERY 2'-0" •: ^1F: • !N'CLINE POST 15" 10 20" MAX. POM VERTICAL. TOWARD FLOW. SILT FENCE IW£T 6 BELOW WATER INSTALLATION) 30" IDE OF SLOE OPTION TWO !WITH LIMITED R.O.6.) SILT FENCE (AT 70E OF F156) 5IL7 FENCE FABRIC FLOW NOTE: P057 SPACING 6'0" MAX. MULTIPLE BAYS MAY BE USED 66 SILT FENCE MAY ALSO 85 INSTALLED WITH A SILT FENCE MOW. NO STAPLING !S REOUIR£0 tl(EN THE SILT FENCE MOW 15 USE0. STEEL 07(8.0ED "1" L1AE POSTS 5'-6" LENGTH: 6'-0" MAX. SPACING 6.. 5/LT TRAP 30 2-0" APPROX TRENCH AND COMPACT BACKFILL 5E£ TRENCH DETAIL SILT FENCE WITH SILT TRAP !ACROSS DITCH) PLASTIC CABLE TIES - (S7APLE0 l0 POST) If STAPLES ARE U5E0 THEY MUST BE THROUGH ALL 5.46£85 13-REOUIR£0 OV EACH 5TAXE1 2"x 1"x 30" ROOD STAKES (AOM/NAL) SPACING. 3'-0" MAX. ON CENTER 6'Y 2"E 6"x I" MIRE STAPLE EVERY 2'0" STAGGERED - BACKFILL SILT FENCE - LOW PROFILE (501 4/0/01 5151? POR001711 36" COIR SILT FENCE FABRIC FLOW HIGH POROSITY SILT FENCE !ACROSS 0170!1 r_x �x x L2 L1= A " 6'-0" L2: Y " 6.-0" CURB INLET STEEL STUDDED "7" LINE P0515 5'6" LENGTH; 6'0" MAX. SPACING �, got30 TRENCH AND COMPACT BACKFILL SEE TRENCH DETAIL HIGH POROSITY LOW P0805177 SILT FENCE SILT FENCE (UNDER BRIDGE) SILT FENCE �Y f SILT FENCE -\ OF F1(5 TOE 5 SILT FENCE (AI 08A1NA51 515051115E1 HIGH P05051fY LOW PO50517 1 I 5157 FENCE 5157 FENCE I I INLET WALL 3'-0" p�1 ad 1- - , f 6 -n—n 1131.11,110.1311fl -01311•1 52 516 2 = FAC. OF 1N510E WALL 6'0" GRATE. AREA. MEDIAN INLETS OR JUNCTION BOXES •• 3'-0" 1F POSSIBLE !MA7 VARY) NOTE: 8'0" MAX. 3'-0" MIN. SILT FENCE /ACROSS DITCH) PLASTIC CABLE TIES - !STAPLED TO P057) 1F STAPLES ARE USED THEY MUST BE THROUGH ALL LAYERS 13-R£OUI8£D OV EACH 57AXE) 2"x 2"x 6' WOOD STAKES !NOMINAL) SPACING. 6'0" MAX. ON CENTER DRIVEN UNTIL FIRM 6"x 1" WIRE STAPLE COIR SILT FENCE - ON W000 POSTS - DRY INSTALLATION SILT wee SHOULD BE 30" ABOVE GRADE WAY VARY) 5/LT FENCE MINIMUM ROLL WIDTH: LBW POROSITY = 42" NIGH POROSITY _ 42" LOW PROFILE = 36" C01/1 5/57 FENCE = 36" FOR EACH STEEL STUDDED "7" L/AE POST. 3 PLASTIC CABLE TIES ARE REWIRED. REV. N0. DATE DESCRIPTION OE REVISION NEBRASKA DEPARTMENT OI ROADS STANDARD PLAN NO.502 SILT FENCE DETAILS CHANNELIZATION DEVICES 704 DAMN OF Cx8NE112AMa DEVICES I5 10 Wm CAMAS E CO0)110N5 CREATED BY EN( *CTI5TIES N OR ,CAA /E MANTLED FAY, 10 PROTECT MFRS IN KE TDP - MAK TOO/![ Ca1ROL 000. AM TO MOE MITERS AND PEOE51RI4V5 SAFELY. NANEL- TUNG 5KCES INCEEOF BOT ARE NOT LIMITED M0 AES. TUBULAR MAKERS, MM11C4 MEM. MWS. 047)010(5. 'INFORM/ map 051A10t. 510 BARRIERS. MIKES U500 PM C11*MEL1IA7)0N LOAD Rgv00E FOR LEON AM CRANIAL TRAFFIC AVOW 700 0* LAE TO AODER. ONTO A 8HASS M DETO.R. M TO REDUCE 1E RION OF THE 1RAKLEO FAY. TEE WY 5130 BE USED TO SEPARATE TRAFFIC FROM M TM SPACE. PAOKO DROP-CF5. REDE5TRIM PANS, M OPPOSING DIRECTIONS C TRAFFIC. GIFNELISING a0a5 SHOULD a 0061RE170 NO BALLASTED TO WOK N 11 PREDICT- ABLE NANO REN INADVERTENTLY STRUM BY A KICLL. 6 STRUM, 14 COME ROAD DELO 01 MEAL NAY. AM MOODS M 011ER DENIS FEL M COME 54010 NOT PENETRATE TW PASSENGER CLPAR11K0T E TE VEHICLE M a A POTENTIAL HAZARD TO BONERS M P 0(510)016 IN 700 MEDIATE AREA. SPACING OF CHNNELI100 COKES 5010 MI EAa*0 A DIST0KE N FEET COWL TO 14 SPEED MEN USED FM THE TAPER a9eR12AT10M. 00 A 0151511E N FET OF MCC 100 SPEED RCN 10(0 FM 100007 OUNELILINL. • SPAC NC K CRANE'L12nIa DENIMS SPEED AWN SPACING OF ENTICES IN FEET S TAPER TANGENT Z3 25 FT 50 FT 35 35 FT TO FT 45 45 FT 50 FT 55 65 SS FT 63 FT 110 FT 130 FT TO TO FT 140 FT T5 TS FT 050 FT YARNING LICKS L C ANKI.IE M MMa5. CONSIDERATION LOAD a GIVEN TO FOG M SNKR ARIAS. SEVERE ROAORAY C RYATME. A0 15UALLY CLUTTERED EMIRGYEN75. FLASHING MINING LIGHTS .ALL BE PLACED a GHAN(LI21NG 0000 IMO STELE M IN GROWS TO NARK A SPOT COO 11601 STEADY -LAIN RARING LIGHTS WY BE USCG L OANEL121NG NOCK MED Ix A SERIFS. DAL 007AK/ILC1)VE WT()0 USED a 0UNELI2ING DEVICES SHALL HAVE A NOM. SEALED KIM SRFAa, KEYING 11E KARM EN'S C 14 AS7N SPECIFICATION: OR56. FM TYPO 111 SREETI4. M 05FNCIENI OF KIROEiLLCTia M CMNEU214 CONES SHALL NATE IME PLEMING TIMMY NEATNESS WALLIS WARRED AT 0.2' MSEIO.7)a 1011 AM -4• ENTRANCE ROI. CAMAS PM LM PCR SOLE EMI. CE7FICINT OF RE7RONEFLECTIa mITE MSO 2N 1 D 110800 125 I N ADOM& TO T4 47)100 10071CINT O 070151ECl)O4 IME ATEAIC8* TRAFFIC SAFETY SERVICES ASSOaATI1 IAT55A1 'AAUP 570005100 FOR FMN 201E TRAFFIC CONTR0. arias- WY a USED AS A VISUAL alt FOR 5TEMINO O • TRAFFIC CORREA DEME IS ACCEPTABLE. MARGINAL M UNACCEPTABLE. TIE NWE AID T*UP OIE MAW R O M AKFER. COTRACTOL M SHIER WY BE SROM) ON IDE 6ANELNI7 DEVICE DOT M SOPOT. BOT NOT ON DE DEMES Ma. ME LETTERS AM HAWK SMALL BE A 007-RE7LIC11K CAM AM 401 OKI 100 SOAK ENITE7ER5 IN TOTAL AREA. PARTI00AR ATTENTION LOAD a GIVEN 10 AS5UI00 IMAM OANWU2IM DEVICES ARE 8410151140 AM CEP/ 0EAN. VISILE, NO PROPERLY POSITIONED AT ALL 'rms. ONES SNARL a KNACK MAT MM DAMAGED AM TATE 1051 A 514001Cµ1 MUTT E THEIR 001MA6LECTIITY 0O E0FECTIM0ESS. DRUMS 10'MM REFLECTIVE ORANGE OPTIONAL REFLECTIVE NAME BALLAST SHALL MT BE PLACED ON TOP DESIGN OF ANY DON EARNS USED FM TRAFFIC 8ARIM M 0008RIulia NISI BE carma7ED M LIGHT - alai. FLEXIBLE. 800 aFOYNLE MAtER)ALS *00 BE A NIM7MN E M MKS IN EMIT AN HATE AT LEAST A IS NOES MIIAN RON. REGAM1E55 E ORIENTATION. NE 001004004)01 WW1 M TE ORW NEL BE CRAKE. 51111 00486 STALL Mi BE USED. 1E 84.0405 ON DANS DOLL a HORIZOTAE. CNCL 10(87)4. 41[OTAN4 OROS ANO MITE RE7RME7LECI)E 5DRIPES 6 DOTES i0 0 14K5 RAGE. EAT CMI SALL WK A EVAN Cc MO CAME AM T80 MITE STIRS. ANT Na-a1R1 01ECT)51 SPACES BETTED ME HORIZONTAL MANE *0 MITE STRIPES. SHALL MT MEW 2 DOES RDE. DRUG SMALL TATE CLOSED TOPS TAT OIL MT ALLOW EUTEC7)L E KAD0OK M OTTO DEBRIS. APPLICATION MIAIS ARE 1PO5T CORD*Y U540 10 40ANEL12E M 0[1100410 TRAFFIC FLUE BUT WY 450 a USED SINGLY MIN MOWS TO YAK SPECIFIC LOCATIONS. ORRIS ARE *0007 RILE AM MAK 0000 TARGET OLE. slam TE APPEAORARCE 0 BEING 70MDARIE OBSTACLES AM, 11UE7CE. CCNAO M RESPECT E CORERS. CRUS 0)X40 MT a ROWED 014 SRO. EATER. M .MY NA7MA4 T0µ EATEN' NAT R0LE0 NAE DIOI NA2ARDWS TO MOTORISTS, 'WESTRIAM. M 00AER5. REN NET 4E MED IN RUMS 1O(PTa1 TO FREEZING. DO SHARD AE MANAGE MUS IN THE BOTTOM SD 847(0 0ILL 001 ACOAAA7E AM FREEZE, GAMING A WARD IF 51ML 8Y A M10)51. BALLAST 91ALL MTBE PASO ON 1M 0 THE DAN. BARRICADES BARRIC•a TYPE TYPE 11 TYPE 01 ROM M RAIL . LENGTH OF RAIL B TACHES MIN - 12 INCHES MAN 36 INCHES 8 INCHES MIN - 12 MOTES ma 8 FEET •• 1104 OF STRIPES EIGHT 6 MOIE5 36 Iaa*5 6 DOES 5 FEET REFLECTING SHEETING TYPE 111 TYPE 11) mum a 4 0700 EACH 6 1111REE EACH R 010001MI1E0 RAIL FACES 01RECTIa1 0Ia0710) • MORAL 0140610146 ARE 06RR1551BLE MEN CONSTRUCTED 7Ra LUKER. • EM • MLATERAL YALE 15 LME LIMITED. SOTYPE 111 BARRICADES NIMFanA 4 FT LENGTH OF RAIL. WY BE ALLOYED TROT AMOK) BY THE ENGINEER. TYPE I11 BARRICADE TYPICAL M0NTING O FLASHING YARNING *ACOS. LIGHTS SHALL ALTAI'S a IN VERTICAL A*IGNENT. TYPE 11 BARRICADE BALLAST BIR TIE CAIN M OTHER APPROVED METHOD BALLAST BALLAST SHALL M7 a RACED OVER AMY REFLECTIVE DEVICE DESIGN A 6MIG5 Is A POR1AB.E M MED DEME AMNO 110 M THEE AILS RIM APPRD- NNTE AMONGS. IT 15 USED 70 CONTROL 7AF7Ic eV CL057M0 , RES1RIC1000, M 5LIKA7N0 ALL a A PORTAE 100 0140T -E-600. AARICAES SMALL BE OK M IRO 1YPEST 110E II, M TYPE 111. STRIPES a BARICMLE AILS SHALL BE 01ERNA1)4 OCHE APO RATE RE1GEAEC7IK STRIP(5 14100)00 ONWARD AT µ ANGLE Cr 45 [EKES IM M DIREC11a TRAFFIC t5 TO PAWL DE 51R)PEs SNARL a 6 INCHES Ma. TIE WORM RAL LENGTH 15 36 DOTES. MERE A BARRICADE EA10005 ENTIRELY ACROSS A ROADRA0, TME SNIPES 90AD 510PE 000404µO IM 1) DIRECTION T00ARD Mia TRAFFIC MIST Ma MERE BON RICHT AND IE71 lAM5 ARE PRMIOED, TIE STRIPES MAY SLOPE PORMIAM TN BOM DIRECTIONS 7RL T4 GEMMA M 100 BARRICADE M BARRICADES. MEAS M TURNS ARE INTONED. TME STRIPES LOAD NON WORM 7004PO THE CENTER E 100 BARRICADE M BARITONES, BAMIUE RAGS S0A0 a SAMMIE) N A MAI ER MAN Ell ALUM TEN 70 BE SEN BY ME 10107101 NO PROVIDE A SMILE 5169001 701 EASILY LOM OStA BY 1E MM 01 TRAFFIC. SAMICIES ARE LOCATED ADJACENT TO TRAFFIC NO ARE IERFEME SIBJEe7 10 IIPAC1 BY ERRANT VEHICLES. BECAME O 7EIR NAKURE POSITION NO D00 KAIAK NET CREATE. DOT S01LD a CONSTRICTED C LITTE100 TA7ER145 AM NATE 10 RIGID STAY MAIM FM •-FRAM DEMON. TM 11 BARICA0S SIAµ BE BEIt 0I171 LEGS M SUPPORTS NAT Cu COLLAPSE MEN 14 BNR)CAOE 12 TIRED OYER M MAS BEEHIVE, 00M. ON x118-5/(00 *WRNS MIN O14R SITUATIONS NEAR BARRICADES NAY BE S0SCPIIBLE 10 057RTONIM IN M RIM. SNOWS SMAC a USED FM BALLASTING. SNOOK WY a RACED a LOKR PARTS M ME ERA* M S1AY5 TO PROVIDE NE REWIRED BALLOT B11 5Mµ1 607 BE RACED a NMC ANY STRIPED All. BOMICAES SOLI MI DE 84445100 BY TORY OBJECTS 5101 AS ROMS M CMOS OF COMMIE. CM 1E INTERSTATE . MEW NO EDRE55801 5YSIER, IME 11 BARRICADES SAIL NOT a USED Fa a4KCIZA100L M BARRICADE ORER5 ATE. 1437 10 (CPEO 15 SONE INC E5 51AALL a NOM a DE BARRICADE DAM M SIPPDY7. OO MT a ITS MAC. APPLICATION TYPE IT 8014)00 E5 0E MOOD FM USE IN $1/001106 RARE TRAFFIC I5 MAINTAINED MOAN TE WORMY TRAFFIC Ca1NOL ZONE. NET WY BE USED SINAI. M IN MWS 00 MAIN A SPECIFIC 20017)0*, M 10(1 WY BE USED IN A SERIES Fa GHAKLI214 TRAFFIC. THE 111 BORICAOE5 NW BE SWtNN1CO. 0170 A 1)40714 DEME MESS SPECIFICALLY E3.E7E0 M THE ENGINEER TO USE Sat 04.01I0A5E5 0)1007 U4015. 717* 11) BARRICADES MK AT A ROAD CLOAK WY EATEN COMLE1010 ACROSS A KENO M FRL CURB TO ORB. I KRE PROVISION 15 MADE FM ACCESS E UTERI= EWRKNI 5110 KNICUS. 14 805040171000 DE TYPE 111 BNRICA0E5 SCAT) BE 410)16E0 10 A KEASEN DO MAK PROM NOK AM TIE EM 07 ERN ROM DAY. BEN A MMONNE I5 LEGALLY LOSER BUi AOE55 1051 STILL BE 410140 FOR LOCAL TRAFFIC. DE TYPE IMI 0AM)C.10E ROAD MT BE EATEME0 00VIEILY ACROSS A ROADYAY. A Sia ON M APPROPRIATE LIME CaCBMNG ENTWINE USE BT Lao TRAFFIC 504L a )007(4, TONALLY FERMENT SCS 10041E0 40 BARRICADES SOLO a ERECTED MOVE T00 BARRICADE, M SIGNS 'RAD CLOSED'. M -MW CONSTRUCTION µF30', FM UAW( CAR EFFECTIVELY BE WANTED MORE DE 0NR)CAC MAT CLO5(5 THE KOUT. IRE 111 BARRICADES SOLI a SPROKRTED VIM A L1a1)4 CNE 04.1055 SPECIFICALLY DOTTED 01 THE ENGINEER E1W AMOK AM Loa WARMING AMOR 5166 41001* BE PALO OR THE FACE E AM1AOE. CONES REFLECNK MITE DESIGN 6. CRAKE 6" MIME 30 LB ASE 2 1/4" MAX HEIGHT GOES SNA* a MEOa1N.1NRY CRAKE. 11010SCEx1 REO.OILKE. M 710UE5CENr VILLM/MA*NW, MT LESS NMAN 28 INCHES N EINE. AND SHk1 a ACE 00 A WTERl4 NAI CAN BE STRICT( 0171011 WAGING VEHICLES a WALT. COES MEN RL10K0 a INE IOERSTA10, 7REPAY M (PRESSFAY SYSTEM OWL a A NINNY C M INCHES N 141041. FOR NIGHTIE NSE. GOES SIAL a RETE E1LECTIK M (OWNED ON Lt01ING OEMa5 7M RARIAN 0)51511177. REAM 0100110) CF 28 ITEM M 36 INC COPES SIAL a PROMED BY • NIDE BAD 6 NOES RIDE. 10 NCE 1NAN 3 I00E5 TO 4 DOES 7104 TE 100 M THE CCE, AND AN ADDITIONAL 4 INC)E5 RIDE MITE 8AM A WMWY 0r 2 INCHES ata 14 6 DOES BAD. LARGE RE0TECTIK rats WAAL a PROVIDED •I70 700 RUL(CT)NE BANDS 6 ITC E5 ERM. ATNNA71N0 7NT THE 7O. ORANGE, MITE, NNNE. MOTE, MN A TO PNM SOPMA7)a SEMEN ANDS. MN Ag0VE) BY NE CANCER, LAKE COt5 KAY a USED IN PUC C NOTICE PAILS. LAME CONES SN41 TOT BE 16E0 IM PLACE C 0916 M TM II BAMOOAES. APPLICATION TRAFFIC MES ARE 1600 10 CNMIEL0a 100FIe, Dam OPPOSING TRAFFIC LANES, COM TRAFFIC LAWS MEN MRD M WCL LANES ARE REPT GKN N TIE SANE 0)9CTIa, AND ATRI6prt NEW RAHI�R5AI DONTIOANCE OM Old R 6 00 85 APPROVED OR 0040100 87 NE EMI7FFR. STEPS LOAD a TARN TO MIRE MAT Cats eat MT a EDEN DYER 0T( DIS0.•CED BM RIND M 70000 1004100. CONES CAN a COALED RP TO DOUSE THEIR Kla7. S0E CMS ARE W61N01E0 MN WSEs NAT CM BE r1AE0 RIM BALLAST. WEDS TATE SPECIAL KI0TE0 BASES. M MENTIS AMM AS 5.00010 RIMS 7A1 CAN a MOMKK OMEA THE CEDES ANG aro ME ASE TO MOM% AWED STµ)IIT. BALLAST, H00KR ROLLO NOT RESENT A MA2AR N TE CONES ME NADVERTNTY 5101. VERTICAL PANELS DESIGN *4471(41 PROS NEL a 12 WOES RIX AM AT LEAST 24 NOES MIT. THEY 914.L AVE MAGE AD MITE STNI7E5, A0 BE RE1pEftECTIK. PATO STRIPE MOMS SIAL BE 6 IFOE5. NCEP1 ROC PRO EIGHTS AN LESS Mµ 36 INTAKES, INN N DOES SHOES WY a OSE0. IF USED FM 710-881 TRAFFI0. BML-00-BA0 PROS SNAu BE USED. YA KTM5 FOR KRTICM PROS LULL BE 47GNA7)4 MAKE{ NO 00)10 005R0EFLLC1- MI2iD STRIPES (SLOPING OOMMAD AT AN ANGLE M AS DEOEES M 74 DIRECTION TRAFFIC I5 TO PAS51. VIATICA. PA0L5 SW.L BE ROMEO LFAGH1 0)711 TE TCP A 8)NOW CF 36 IVES ABOVE IE 4A00AY. KRIICAL PROS MT TOMO A8040 001070 BARRIERS LULL WK LEGS M SWAM MAT OM BEAK MAY VON MACY. APPLICATION 5007)64 PAWLS WY BE USD TO 40/470. NAFric. DIVIDE CPPo51M LANES OF TRAFFIC. DIVIDE TRAFFIC LASS M IN PLACE M BARRICADES RETE SPAM IS LIMITED. MEN ARRIVED 81 TE EMIEER SERINE PREt5 WY BE POST -00042(0 PECK ME SIDE 00 100 ROWAN. TUBULAR MARKERS REFLECTIVE MITE OESIGN TL.BIAAR TAKERS NALL a PEON PARTLY OWN1, MT LESS 1)04* 2B 000(5 11I01 TIMMY 2 I50E5 RE MRN FACING TRAFFIC, A0 ARAE 0 A 4AT0IAL MAT Cµ BE STRUM WENT DRAKE (MALTING YOIICLES. iM MTTTIK La, TIYUO TAMERS 5141 BE 007ROa71ECTIK. RE7RORE7LLC7)04 E 1100.00 TAKERS SHALL BE PR)0IOE0 81 TRO 3 DICES VIE ROTE BANDS PLACED A MMMW E 2 DOES 7Ra THE 100, YIN A T01RA E 6 NOES 8ENKEN TIE awn. ITE BASE TALL MT a RIDER MAN 72 IVES M NIMH 7Ax 2 DOES. APPLICATION Data TAKERS NATE LESS 0)5NLC AREA NM OTHER EOICE5 AM LOAD BE USED MIT ROE SPACE RESTRICTW6 D0 MT ALLY FM ME USE 0 OTNM TOTE RS14.1 DEVICES. THEY 001 a USED (000110511 TO ORIDE OPPOSING LAWS E TRAFFIC M TO DIVIDE MASTIC LANES REN TRO M LORE LANES ARE KEPT CRR N T4 SAW OIRECTRIN STEPS LOAD BE TAN TO ASSK IAT 1)1140 9*000X RILL MT a ROM OVER M DISPLACED BY TRAFFIC BY EATER LEIMIM NET TO THE MEEK 8IN AKER BOLTS M *TE5150. USING TEIM7E0 BASES. OR EIGHTS MAT CAN a MORD OVER 7E MILLAR 88AIfR5 ANN 0410 THE BASE TO PRNIE AGED STABILITY. BALLAST, MKEVEN 50L0 KT BE NAMED TO PRESENT A 00A2AM IF DAL 108)100 6809(0S ARE MADMERTNR1 STRUM. IF A MNCILDORICAL mac 15 LOCO. AM IT COAD a DISPLAYED ON A ODIN LESS THAN 1)4 8NI0M 74100 TRAFFIC, IT SHALL a ATTA0107 TO M PARDON TO MILK DAT ME TDM FADING TRAFFIC WETS M MMMT( a01008(NTS. DESIGN OPPOSING TRAFFIC LAE OIVUER SMALL BE A 1'N 5)0E0 WRIGHT ROLECNM)2E0 MANX PAWL. RIM A 02 MOO EON Aro N NOES 4)40?. 11[ TMC 700 PANEL 55141 a M WOES ROVE TE POTENT. 1E 51540. ON EACH Sla SHALL a TRO OPPOSING BUM AMOK. IME LAE INTIM SIAL BE WOE E 1.I647001400 Wi(A14 MAT RLL 110.0 IRON IMPACT M A 481116. ME LAE IRMGOR BASE SHALL MT BE RIDER MAN 12 DOES M MILER TNM 2 IMES. 14 5ABE STALL BE *1100ED TO ME EXISTING WRAC( BY EPDXY M OVER SUTURE •OE51K, 10 CARE TAT INC PAWL 8(4*04 MEM TRAFFIC. APPPLICATION OPPOSING TRAFFIC LAE 070)00 S ARE aLD/AIIM GERMS 1A0) A5 UNTO LAW COMERS TO SEPARATE OPP05)90 TRAFFIC a A TMi.V4, TRO -MAY OPERATIOL FLAGGERS REOUIREO METHOD EMERGENCY USE ONLY OPPOSING TRAFFIC LANE DIVIDERS 51 FLAGGER PADDLES FLAMER ADDLES SHALL a A MIFOAN N NCH RIE OCTAGON RIM LETTERS AT LEAST 6 WOES IN, RIMA 5 TOOT AI600 matt FLAGS AM PADDLES SMALL M7 a USED AT TIE SAE TIME. 17, EMER0EHCIE5 MERE DE STRONG SIT IS NOT AYAtARE. A KO FLAG MAY 0E USED 87 RAOLA5 DT AMIID•0E SPAN TE RAKERS 0INOCION. TO IKONS ONSPIWIIY. TE STM/YOR PADRES WY a 90PDENTE0 8Y GE M TRO SIMEIRICALLY POSITIOE0 FLANK MITE )1140-NIEMIIY LAWS. FLAGGERS A DAGGER ANT BE [KM TM 50ETY. TO BE EASILY RINKE • FLAGGER NAST WAR A VEST. SIR). M JACKET, T(0 A CAL M NOG WT DAT 15 BIGHT GRANGE, KLLM. YELL00 MAIN M FLaESa0? 5085106 C 145E LR06 TALO M SOILED GWENT RILL MT a 4L0KD1. FOR MODE RAOCOG ME GEMENT SH41 BE PEDLEC100)2(0. 71800RS SHALL a II610VC1E0 N TME PROM LOCATION. DIMES MAO 700CEa9S fM FLACONS AS M LMO M THE MEM ARCO AM 1E COMMENT O ROADS 7UDER'S IAKIOM. AS WARRED BY M DEPARTIENT M MI5, 14 71400(0 SAIL a CERTIFIED. AM NAVE IN MIR POSSESSION A VALID FLUOR CERTIFICATION CARD. TO S10P TRAFFIC TRAFFIC MOCEED TO ALERT A10 SUN TRAFFIC R5 0(11.01 REVISE EMAV0EUZA74N OEYME5.0APER R4 1510.95 REWRITE RI AMOR BO CRIGREFLE'CTBIrY REV. N0. DATE DESCRIPTION OF REVISION NEBRASKA OEPART8017 OF ROADS STANDARD PLAN NO.920-R5 TRAFFIC CONTROL CONSTRUCTION AND MAINTENANCE ORIORIAIH OCTOBER 1990 LIGHTING DEVICES FUNCTION 00610 8100* AM AINIENAKE ACMn7405 OFTEN MATE 00041106 00 0) 950 VIE n1.44.E23 NAY MAI ARE PMTIC.1NAY NALAD015 AT NMOT. IT IS OFTEN 051000E APO 4ECE551RY 10 WARN0 TIE KFIEC101IEED 5106. BARRIERS. AM 01110.48401 INWCES EOM 110110111 0)444005. STROBE 1K0 LIOrtS ARI NOT PERMITTED. BARRICADE WARNING LIGHTS DESIGN (BATTERY OPERATED) EME "0" LOW INTENSITY RASNINO WM1( 110415 ARE HOST 8010100,? *0,1415D W MARI- TACES. O MM 5106 AND ANE INTIJOED To WARY 11E ORIYER TAT RET ARE P4O0ED4NG .5 A AZNOWS TKA. NESE LINTS LULL NOT BE 10(0 FOL 0L1E*T101 A5 A SERIES O FLAWING L40NT5 IN A RN 90100 TEM TO OB50/E M 0ES700 PAM. TME "r 00) INTENSITY FLAW. TARRING LI005 ARE NONOLLY MOUNTED 0) ME ADVANCE WORM 5106. 101RENRY MAARO01J5 SITE EDMI1106 010tH RE 50NS1WC1400 *M.A AY MARE nut TOFF L10)75 BE 1004110 W TYPE I41 BARRICADES. 8106, 0) OMR 51080815. A5 1005E LIONS AE EFFOCNYE IM D*R401, MY ARE 0510E0 10 OP(AATE 2A WARS PER DAY. TYPE "C" STEADY BUM LIDOS AS 115)0 ((0)1. WEL 1EAN A 550641 0 LON NATTKE YCLLM a1C1RIC 110115. MEA) 510015 ARE 1E(D(0 TO 011141E 00 MIRE 11[ 10014)0 001 (086401 DD AROUND CBS10C1106 IN A 006100Th OAINKOTANEE TEA. M OELOEA1401 MEL BE 1000150)0 By USE 0 STEADY 040401 510)15. FLASHING ARROW PANEL (DISPLAY) AN ARROW P0010 15 A 5104 nM A AMI(0 MOMS. M WPM. CAPABLE 6 ETHER FIAWIM 08 510611405 050..11. 1S IN10.0 10 40040 MITI.. NAMING AAO 7416014 1& IKOINOTIDA TO ASSISI IN WARM 010 COM1ROL00 1RATF1c 010001 O8 TROTHS A 10VW RY TRAFFIC COM ME. Dl AMOR PANEL MAO BE 55M IN c0BWT40 0I114 APN10Ru15 5106. 004000055. OR OTTER TRAFFIC CO410W DEVICES. DESIGN ARROW 9120.5 5041 95ET M 512E 000 SPECOICAT106 0 M WITCO FW TYPE C 00408 4415414 A11 09 FREI 51051 81 8EC1A101LM. 0 5010 APPEARANCE AM VOIDED IN NONRER(Cn4E SLAD1. M PANEL SND.L BE 10610 W A TONA0, TAMER W ODER SUITABLE SPP01. 0NIININ MON0DO 0)1011 SMALL BE 1 FEET OM 144E ROADAY TO M 00TT0* Cr M PANEL. EXCEPT M VENAE E-0(040(0 PANELS. Moa 910.60 BE AS 4004 .L5 PRACTICABLE. TIE F010MNG SELECTIONS SHALL K PROVIDED a M ARRO9 PANEL OPERATING *OOE PANEL ((5PLAY FLASHING MOOR 1••..).7 R100T 500 *101 OPPOSITE SEDLENl001 ARBOR NORMA TAPER [3. 1 H J t 1 -f RRPM IIGOT 5440*LOT OPPOSITE SEOU(NTIAL CNE9ION i> ] I If�] RIGHT 90MNL(FT OPPOSITE FLASHING 0010E AARON <41 FLASHING OR ALTERNATING CAUTION I 1 d1 IN .I FLASHING RAYING LIME CORNERS M AMOR PAWL 9011 AVE A 0101010 X20 0 96 06155 0410E 00 40 DOES NICK. M WIOMM LEGIBILITY 015TANCE MEL 81 1 ARE. M PAWL WAIL TWAIN 25 LAP WOOS. AMP PDLL ELOWT6 SNAIL BE WARE 0 A 0IN4WN 50 P54041 OWING. W10WATICALY MIEN 04I(N1 LIDrt FALLS 00.00 50 LAY. r95 01016 DANE. "W RK" 5400E BE 50 PERCENT FOR M ALARM MOOS 010 MAL 0110015 0 25 PERCENT FOR (004 SEWENIIAL CHEVIOT ROS(. M FLAWING WE SKJLL BE M F(YER T10W 25 NDA WOE 1140* N FLASKS PER WORE. APPLICATION A 0.00)00 ABOS 0) 5E0.0014 CHEVRON MY BE OSLO FW STATIONARY 0) MOVING LAE MOMS. AN ARAN DI5FU,T IN M CADT10 MODE CALL BE 0)(D 00,1 FOR 0001101 NRR. &OCRIM M 90ADE4 O ROADSIDE NFA NEAR M 90.01(0. IN AMM 0I5PLAY SOALL NOT BE LWA O A 110441 110-0.1 ROADWAY F0) 10001001 CNE -UNE OKRA1101 0) LANE 504415. 00 ARROW 015RAY WALL 981 BE USED 0) A IA 15.0*. WAOA1 TO LATERALLY 6I11 4L 14205 0) TRAFFIC. KOLBE 1NECESSMY LANE 040*0403 MY 1981. TRAFFIC SIGNALS 1RAFIC 510145 MY BE ILL0NC0 AT CERTAIN (014001 CROSSINGS WERE M SOAVE 0 FILL 010014 NO M RARER 0 (W4PKN! CROSSINGS PER NON IS 44004. TRAFFIC 510415 MY BE ALLOWED AT AMIE MIDGE CONSTRUED SITES MEAE A COBW110 0 OE-1AY TRAFFIC NO 0101 TRAFFIC 54015 PLED 0 8151 SERVED WIM MIS TYPE 01 001440 0011NOL. 4L TRAFFIC 5004 NE0EST5 400 NE MOD 0 16T41ATI0) W M STATE NIWIAY 561FR SO41 81 IN C001U0E WING M 411CD AM IASL BE A/PRb150 00 M STATE 1RNTIC 0019500. FL000 LIGHTS YEN 004111E Mx l5 KWOED. FLWO110415 96110 BE USED TO ILLWIATE RICER STATI06. EWIP0E41 CROS5018, AM 0410 DHEAS N1EK )015140 1.16T IS NOT 46010TE FOR M 410 TO 81 PE%ORE0 SAFELY. IN M 444 SHALL RN&ABRIN BE PERMITTED TO CREATE A DISA&04 CLARK it. 0044505. M AE0ACY Cr M 0.000.1007 PLACEMENT APD 1100107100 0 POTENTIAL CLARE 501.0 BE 000(0 BY OIVIRO 1101101 M 10.001. PAVEMENT MARKING 11 15 40100(D To TRE Ex1ENT POSSIBLE. MAT 101001515 BE PROFITED WIAINGS PIMA A MX NKA COPAROBLE TO M 0114605 NOW*LY WINIAOEO ALONG ADJACENT ROADWAYS. P001TCLlYEY AT EITHER 110 OF TRE MK AREA. ALL NA01M5 D0 DEVICES USED TO DELINEATE YOM. 010 PEDESTRIAN PANS Stull BE CAR 44511 0VIEIET TRIM 00(14 E ND 040411INE PERIODS TO 0010 INADSFRIENRY LENDING CHIMERS 0E PELOTAS/6 FRES BE 01E(OE0 PAM. PATNAIDET MARKINGS NS LONGER AFRICA&1 SHALL BE ADORED 00,555 OINER1155 2080550 BY TE 01195)1. RUMBLE STRIPS EACH SECTION SHALL (045151 OF 10 5EG*EM5. EDGE Cr TRAWLED LANE f 6 RDADYAY 0 DESIGN ROBLE STRIPS MY BE MACE OF &WALT PAY04 ATERIAL. 0906 AM AGGREGATE 0) OTHER 5451100.E 1ATERNL MIM WILL 040100 A 0(5:02LE 9U40.5 EFFECT. M RAKE STRIP SKALD AYE 0* (STALLED NE1011 0' 5/r. PKFONE0 RUBLE STRIPS MY BE 0X0 My= 10(44 NAYS A 00010 17 *400. TAPERS TAPERS AK OEM MI(A SERIES 0 000EU214 DEVICES 0) P.OYEK0T NOAING5 PLACED TO NONE TRAFFIC OR Cr W INTO 415 ALME PAM. MERGING TAPER A KRG01 TAPER BEOOKS M L0EE51 (451ANCE KCA16E 044.RS ARE KODOEO TO 1000E 81144 AN ADJACENT INC 0 TRAFFIC AT M PAEYAN.= 610. M OPER 90.10 BE LOM (00x1 TO (NIA) ARMING 0In85 TO ADJUST 018 SPEEDS ND *CAGE 010 A 51(01 LAE KIM M 0D Cr M 1000611104. SHIFTING TAPER A 014F(4M TAPER IS DUO MEA K(MO 4S (01 REO00D. 001 A LATERAL MT IS ((BED. *0400INATELY CK -MDF L AS KEN TOAD TO BE ADEDUTE. BCC 1011 SPACE IS WAIU&E. IT MAY BE BEPWFIGI4 TO OSE LOUR TAPERS. 010A(E FOR DAMES IN ALIMENT AY ALSO 81 AC0005151C0 01 OS400 ((1801!.0. MKS 6510E0 TW 40414 000MAY SPEEDS. SHOULDER TAPERS A 5NOAGER TAPER Al BE B(SEFIOAL ON NIW-SPEED MORAYS 01144 5000550 MAMAS 11401 MAY BE 0041100 N 401 0)44010 LAVES DINER NDA 15 0)00040 IN M MAK* A EA51. O WED. 0011001 TAPERS ...ROA0001 M 00114111 AKA 0010 NATE A 16.0 Cr OM 0E40110 L. DOWNSTREAM TAPERS M 000610(2* TAPER 0*Y BE WEFLL IN 1)04000) AREAS TO PRDYIO A MEAL 0.5 TO M DARTER MAT ACCESS IS *0*410 LE TO M 0)1004 LANE/PAN MAT MAS CLOSED. IMES USED. 11 903.0 HAVE A MIRIAM LENGTH 0 ABOUT 100 F(ET PIR LAK. VIN o n0Es SPACED ABOUT 20 FF*I APART. ONE LANE. TWO WAY TAPER M 00402E . 16341AY TA0FIC TAPER I5 USED IN AOYAYCE Cr AN 001301144 AKA MAT OODPI(5 PMT E A TRO -AY ROADWAY IN 5004 A NAY MAT A POKIER OF M R0A0 15 600 ALTERNATELY BY TRAFFIC IN EA0) 01005110). A 0100 TAFOI AVING A 0100.0* LIMN 0 00 TEST NIM 0)014012401 0YIM5 AT APPROx1A1EY 20.4001 5P1445 LOUD BE USE0 TO WAGE TRAFFIC INTO TIE 01 -WAY 5)01101 TAPER LT�MI104161. aorta. ZONES Y T1PE W TAPER TAPER LENGM IEEEII OERGIM TAPEN 1 MININW SNIFTIM TAPER 1/2 1 401I1441 NORMA TAPER 1/3 L MINIMUM TO -WAY TAPER 100 FEET 140I1410 FORMULAS FOR L S0E0 FE RO.A 40 098 OR LESS L•!6 45 WT W GREATER L • WS L • TAPER LENGM IN FEET W • W10M OF OFFSET IN FEET 5 • 905110 SPEED LIMIT PAILS TO WOK 1N NPN TAPER LENTO L (FEET. SPEED IRANI 041E WHEN 10 FT 11 FT 12 FT 25 103 115 120 30 150 465 leo 35 205 225 245 40 210 295 320 45 450 495 540 50 500 550 600 55 550 60S 660 6S 650 115 100 10 15 100 ?TO 025 HO 900 ROADSIDE SIGNS HEIGHT AND LATERAL LOCATION OF SIGNS RURAL AREA 6 FT TO 12 FT WIN SPEED ADVISORY RATE URBAN AREA TYPICAL FIRST SIGN AT CONSTRUCTION SITE PORTABLE AND TEMPORARY MOUNTING W M TYPE "B" FLASHING WARNING LINT 00N1E0 ABOVE TYPE 114 BARRICADE TYPICAL SIGN MOUNTINGS POST MOUNTED 51045 40 NOBS OR WIDER REWIRE TW0 POSTS SIGN WIDTHS LES MAN B IN04E5 MAY BE MWN7E0 WIN ONE 905T TYPICAL SiGN MOUNTINGS OTHER THAN POST MOUNTED 111E 111 BARRICADE 91TH 510* ROAD CLOSED TYPE III BARRICADE RIM SIGN AND BETON ARROW 4 PORTABLE ARD TEMPORARY 40NT4NG TYPE 111 !ARNICA^: WIN 0(98015 TYPE 11 BARRICADE S1TI PLASTIC MN WITH DET001 ARROW 0R SIGN CHEWIER OR SIGN GENERAL NOTES 1. 4L TRAFFIC CORM MACES WDA RUT M APPLICABLE STA/0005 098 SPEC01CA1I06 PRESCRIBED IN PANT VI 0 M LATEST EDITION 0 M 'MAM0L 0) UNIFORM TRAFFIC COSMO. DEVICES. 001031" DO M STATE 0 9501140540 510PLOE01 TOM WHO. t. TRAFFIC COORS. R0*6 DD OEVIOS SCUD 10.100 M P8MIRE5 SET COM. 01(1 AY OVIATE FROM M TRICK DNAM105 10 ALLOW FOR mums AM KWISEAORS 0 THE PROJECT. 3. NAME CONTROL LEVICCS SHALL BE INSTALLED 50 AS 981 10 0051MCT THE YIEI 0 OMA 100041 COITAL.. CORES. 0. M )MOW WALL AH M 01411400144 TO REWIRE M USE. DO WANE M LO- CATION 0 ANY 0 M 0VI05 SNOW M NESE PLANK. 5. *0101(01(0 TEKORARY DO POST WONTED 5106 SCUD BE 01410NT0 440)(0 TO M ROADSIDE 65101 ORDS. 0409010 HIE. 900 ADOT10uL 011004CE4. 415 I 411 10 REV. N0. 0(1.9) JAY.95 ACG.20 DATE REMISE 11406'EAIATDV DEYA•ES.TAPER REY1?E YCSADVI .REFLECTNR/' OE580441M 0 REnS10N NEBRASKA OEPARTWENT OF ROADS STANDARD PLAN NO.920-R5 TRAFFIC CONTROL CONSTRUCTION AND MAINTENANCE ORIGINAL: OCTOBER (990 MM 2 CULVERT PROTECTION 508 GUARDRAIL IS REIOYED 40/04 E)5851*T1011 IS LESS THAN 15 FEET FROM SNOEDER BRIDGE RAIL END PROTECTION OMIT GUARDRAIL IS 8(011D 3 AOANCE T/ VP -1L AT K SPACING 041336 913-1-24 641-5-36 613-1-24 I it S OR W IL-12 RAX TO BAC% AT 25 SPACING STEEPER 1144* 3:1 SLOPE 3 ADVANCE ->a VP -0 AT 25 SPACING SLOPE PROTECTION IS 7AS NEEDED TO OELDEA16 IA( AREA SEE NOTES 11 a 12 GS 020 -IA -48 WORK BEYOND THE SHOULDER TA -1 022 -IA -488 TURN OFF 2 -VAT .Ar DMOD AO Ott PV550 am rNc 922-2-42 ION 122-3-42 /F SOW F 1000 022 -IA -48 TURN OFF 2907 ANOT AVD CCU 5DDR 022-2-42 ao NAMPA 922-3-42 F AST Ni ((01 !OR 121-5-48 TURN OFF 2-Yt 81010 Cat MO* BLASTING ZONE TA -2 LEGEND = TYPE 111 (MIKAN TYPE 1l 87AAICOOE OR • OFLECTOI2ED MASTIC ORW 1 SIG rb FLAMER A CONE CMS ▪ OAKiABLE MESSAGE 5101 -44 TRAFFIC 540I1 MOBILE OPERATION ON SHOULDER NO 000A0OFNT ON TRAWL LAM TA -4 SEE NOTE HAUL 1 1 ROAD REMOVE COTTER LITE BEFORE 146111100 HALM ROAD OEM11W AID 149150E M1ER TN.L ROAD IS RO LOOTER MUD. SEE NOTE 11 STOP RED L R10 -B-24 00 NOT PASS FR11 �r0 DW 1 63-3-48 020-8-48 Ei� RL -I-30 614-3-40 024-50-40 HAUL ROAD CROSSING IN CONSTRUCTION AREA USING TEMPORARY TRAFFIC SIGNAL 10-54 DO NOT PASS HAUL ROAD CROSSING IN CONSTRUCTION AREA USING FLAGGERS TA -54 01 54045 ARE SUBSIDIARY TO THE FAGGING OPERATION. NOTES 1. 5106 910811 ARE 1515110 FOR ONE DIRECTI5 O TRAVEL 04.9. 2. OE55 1UTION O SPEED 54095) O /OYI50RY SPEED 5105 013-1 SMALL BE DETTATI E0 BY 111E 1X09412 IN ACCORDANCE MIN 14110). 114E SPEED DESIGNATION SHALL BE A5 NIGH AS PRACTICAL AID FEASIBLE. 3. 'NAGGER ATEAD STYROL' SIGN 10520 -TAM STILL BE USED /411 A RAOGER 15 PRESENT. AD MOM 10E11 POT FPAICABLE. 4. ALL 5106 SHALL BE INSTALLED. MONTANOD IN A CLEAN COOITIW 00 REMOVED 89 THE CONTRACTOR (0(97 SIGNS 181101 SHALL BE PETALLED NO YWIRADED EF TME DEPARTMENT O ROADS CR APPROPRIATE WVEPI0ENT AL1(1. 5. G20-1 'ROAD NOAH ea x TILLS' SHALL BE ISTD ON ANT 5.06TRUC1IO O YAITITEEMCE PROJECT UNGER THAN 2 MILES. 6 IBEX MESSAGE 55 NOT PER1MPENT. SIGNS SHALL BE 1AREN COMM, COVERED OR FOLDED. TAPE IS NOT PERMUTED W 714 FACE O THE SIGN. 7. VEHICLES O EQUIPMENT SHALL NOT BE PAINED SO AS TO OBSCURE O DISTRACT FROM TRAFFIC CONTTO. DEVICES. 8. ORANU FLAGS MAT BE USED 10 CS1 *1TEN1110 TO NAMING SIGNS. 9. 05551E FINE ANO REDUCED 5PEE0 204 SIGNING NOT REWIRED F0 5091.8550(1 N NOM LESS THAN 1/2 IOP! DAT. 10. 01.5.451. mat AO SLOE PROTECTION. 10151D0 GUARDRAIL 5855AD REMAIN IN PLACE A5 LONG AS PRACTICAL FOR TIE PROTECTION IT 5.5031 E5. AND REINSTALLED AS SOW AS FRACTION - II. 1A-1 AD CULVERT PROIECTIW 5504110 I5 POT REQUIRED IF TIE MOR SPACE IS 6 POET 0 NOM 0E100 114 (DE 51 THE 906.518. 42. TA -1 AO TA -3 FOR SORT -55101104 OPFRATI06 60 NINNES O LESS. ALL 55015 555 CHAJOIELIZING DEVICES NAT BE (11YINT1E0 IF A TOMCAT NIM AN ACTIVATED X101-481(85119 ROTATING. FLASIING. OSCILLATING 0 AL5[R STROBE LIGHTS ARE 0500. 510 THE NOM 00(5 X01 01010A01 ONTO THE 5111 TRAWL LAE. 13. TA -3 OEN PAVED 1(961(15 HAVING A 410111 O 8 FEET O TORE ARE CLOSED. AT LEAST OE AOANE WING 5101 SHALL BE USED. IN ADDITION 05981421X5 DEVICES CALL BE USED TO 0.0E INE 5110ADER IN ADVANCE TO OELIEATE TIE SEMEN O TIE 904I SPACE APO DIRECT VE4(CLUR TRAFFIC TO REMAIN 01TNIN TIE TRAVELED 6AY. 14. TA -4 MULE HALM MOO SIOULS SHALL TOT E USED 5)61080 O DE 19401( 6 4101-onE16ITY ROTATING. FUMING W AMER 51ROBE LIGHTS. 15. TA -10 IF TIE 94UIN0 O •01I0.E5 ACROSS ACTIVE RAILROAD TRACKS CAMDT O AWIO(D. A FLAMER SMALL IN PROVIDED AT TIE RAILROAD 00550FG TO PREVENT VEHICLES FROM 51519110 1111HTN THE RAILROAD 005550 EVEN IT AUTOMATIC MAOONG DEVICES AM IN PLACE. 16. TA -14 MHN THE TULL R040 55 NOT IN USE, TYPE III BARRICADES SHALL OE IN PLACE. INE 'MGM'. 'SIGNAL MEAD'. A0 '84 PREPARED TO 5151' 5106 SHALL BE COWAED O MEMO. MO THE TRAFFIC SIGNAL SHALL BE PT INTO FLASH rum W 1115 NIOIAY, REO W THE NAIL ROA). IT. TA -14 T54 '110 PASSING' SIGNS 00 PAT5EN7 EMOTES ARE POT R(0.1500 IF MALAPIO [PIRATIW 15 IN EFFECT ONLY °MING DAYLIGHT Ioo5. M. A TWE III BOWCAOE IS REQUIRED MN TIE CHAP/TEAM MUSE IS WITHIN IS' O 17E 90301(R. 19. BARRELS ARE REQUIRED MEN TIE CHAP/MAKE YESSAE 5101 15 INSTALLED O O PEAR A PAVED 001.001 20. AP1.1CA7106 SHOW ARE FOR AWL SITUATIONS IN PP51ElY 4146(D °INSTRUCTIO OIE5 NO 00 11T BOLIDE LEAD 5106 MRO FRE I1678.1.100 AT TIE BEON046 O 111E PROJECT. 21. TIE LEAD 5105 ARE NOT NEEDED IF 190 5OJECT5 ARE LESS THAN 1 BRIE APART. 114 "00 CWSTRUCIICW 510 4620-28-481 9010 MDT BE DETAILED BETWEEN 11E PROJECTS. 22. REFER TO SWAM PAN 110. 920 FOR CETERA IKOPMA11O NOT LOIN. AS 0(1.12 2003 ARCO UP005. 04 44.98 SOI WAGESKMV(DNS R3 NAY 83 A0O(KNS REV. N0. DATE DESCRIPTIO O REVISION NEBRASKA DEPARTMENT OF ROADS STANDARD PLAN NO.921-R5 TRAFFIC CONTROL, CONSTRUCTION AND MAINTENANCE OROKAL: AT 3. 19E0 CAR 2 ROAD WORK NEXT XX NILES 020-1-60 \ R1 -5-I88 ;If J I 8110 ROAD BORA A../ P.. ,1. 02048-48 5101A0ER TAPER •11011 (SEE NNE 131 at ROAD WORK NEXT XX WILES WORK ON SHOULDERS TA -3 sPOCo uMrt 60 R2-1-2 IryIAA R2-181- I SEE ROTE E SPUD uNIT 35 004.1. .PAD LIMIT 60 Rt -1-2 SEE NOTE f ENO ROAD 8001 /AA Alt re A w 020-28-48 DRUMS 0 42' CORES AT 2S SPACING NAY BE REQUIRED TO SEPERATE RCM AREA FROM THE WED LAME. 3E" CONES MAO BE USED FON DAYTIME KU ULT A2-1-24'&EFS SPACE R2-110-24 TO 8E REPT IAA ■ FON APER A ORAS AT 25' SPAM / I 36' COVES MAT BE USED R FOR WIDE SOU MT V20-74.48 820-40-08 FPCCO LIMIT 60 62-1-24 R2-182- 4 10T REDO IF 0111111115W OF REDUCED SPEED AEAD SIGN Sacco LIMIT 45 000613 1011 MIMS \II-iT-AO 120-14-48 8/ SIPE A YARNING 1)041 (1004100 4805E TYPE 111 BARRICADE LANE CLOSURE TA -10 * SIGNS APE 0015IOIAR1 TO TIE FLAGGING OPERATION. 016 STEEP SLOPE DELINEATION 111111101 PREIS 5/OLD BE 55ED FOR /REAS 141E GUARD RAIL IS ROMEO. OR PROJECT GROIN RAS CREATED A DROP-OFF SLOPE STEEPER DOA 311, AO WITHIN 15 FEET 0 111E TRAVEL W1E. MOT USED FOR CULVERT OR BRIDGE 00 PR010401OM. VERTICAL POE/ SPACING WY 8E 8FDIKED FOR 40RIZONIA OAKS. WORK ZONE SPEED LIMIT NOTES A LLCM ZOE SPED LIMITS SHALL NOT BE U4TALLED WITHOUT A SPEED ZOE AUTHORIZATION CMOE2E0 BY 11E OEPARTMEOT. B. REDUCED SPEED UNITS SNCLOD BE USED ONLY IN THE SPECIFIC PONTOON CF TIE BOAR ZONE WERE 000ITIU6 OR RESTRICTIVE FUTURES ARE PRESENT. HOMER. FRE0INT CHANCES IN THE SPEED LIMIT SKIED 8E AVOIDED. THE REDUCTION 0 SPEED SNOOD BE OE5)0ED SO VEHICLES CAN SAFELY TRAVEL MOM TIE FON ZOE 0110 A SPEED LIMIT REDUCTIO* 0 10 MORE THAN O MPH M81ES5 OTANI% 10/ED N THE PIANS. C. 10RR ZOE SPEED LIMITS SAP ARE TYPICAL APPLICATIONS OCT Alq ARE NOT TO BE ASSAYED AS THE SPEED LOOTS REWIRED FOL THE BUN. 0. 00101280 SPEED LIMIT SIGNS SMALL BE REMOVED OR COVETED MEN A REDUCED FOE Z0E SPEED LIMIT IS O EFFECT IN TIE SAYE AREA. 0. IDN ZOE SPEED LIMIT 510NS SPALL BE WALLED MP OLE TALION TIE IUB( AREA NEN SPEED ZOE IS REV F. A 0FEO LIMIT 5101 DOING 15E ROMEO SPEED ZOE SHALL BE NSTALED AT 11[ DO 0 EACH ZOE. SEE NOTE 15 CHANGEABLE MESSAGE SIGN PROTECTION TAPER FORMULA L • 5 R 8 FCR SPEEDS OF I5 LPN OR MOPE. L • AK -02 FOR SPEEDS OF 40 NPR OR LESS. MERE. 1 • EMILY LENGTH O TAPER. S • 11YERIG1 VALUE 0 POSTED SPEED LINT 48100 TO OWL 11 • OWN OF OFFSET ONE 820710. 0005 TNA* 15' � SEE NOTE (0 LEGEND 1114E III BARRICADE 1814E 11 ORRIC1DE• OR RO0ECT8 100 PLASTIC ONLY { 5101 ry RAPER o COPE CNA/PAM MESSAGE Si GM TRAFFIC SINAI R5 DEC.05 X03 WTCO UPDATE R4 AAL58 SIGN GMlOES.A CATIOVS R3 MAY BS 44067 40 REV. N0. GATE DESCRIPTION 0 REVISION IEBRAS A DEPARTMENT OF ROADS STANDARD PLAN NO.921-R5 TRAFFIC CONTROL, CONSTRUCTION AND MAINTENANCE OPoOINALI EYE 3. 1980 COL 2 S„ (087T877018G73802029 92472007 8 08 04 AM CROSS ROAD INTERSECTING CLOSED ROAD ROAD CLOSED STOP 011.2-48 12110E A RAAONG LIGHT 00091(0 ABOVE 111E I11 BARRICADE 4001110111 010E III BARRICADES RAT BE USED AS MIRED ROAD CLOSED OR ROAD CLOSED MM"WR OKI 411-3A-60 120.34.48 TRAFFIC 101 ADAM 10 CROSS a05ED ROAD PLASTIC CALAIS AS AEE000 10 DELIAEATE OPEN 184801 AREA ROAD CLOSED To TIRO 1140180 RII.2-4B RD -4-60 11211PE A VARYING 11041 INVITED ABOVE 110E 111 BARRICADE ADDITIONAL 110E III BARRICADES 1LA1 BE 05ED AS 000000 TRAFFIC ALL01E8 TO CROSS a05ED ROAD 120-10-4$ ROAD CLOSED OR ROAD CLOSED BEYOND JUNCTION BRIDGE OUT 071-2-48 R1I-2A-48 ROAD CLOSED A ARU NLA LK/Awn Fal OR BEIM DBI au NBM UM HAIR a1 RI7-3A-60 $11.38.60 SEE NOTE 7 120.38.48 120-1--K7 SIDE ROAo RI -1-30 { / SOD' 20-11-48 SIDE ROAD 120-0-48 R1-1-30 I 13 O® ® 13® o 11017 1„�>= * COVER UMW *TM 11010 TOM C/R 820.20.48 Sar +� ROAD CLOSED 81608UM TOM , OR BRIM OUR Moa Num ”" i, 011-34.60 RD -38-60 WANTED OVER CMS 114-101-48 EIM TYPE A EARNING LIGHTS WOODED 04 TM 111 BARRICADE 001FR 1818 OM 18 « 1070 *0 1070 84 * * XQ CLOSED TO HEX USE WY XX a XX TO XXXX USE MERE APPLICABLE IR0.3A-48 12710E B YARNING LIGN1 *0017ED ABOVE 170E 111 BADOICAOE * COVER SIGN COVERS OVER PEREC7180 NAIERIAL SNAIL BE INSTALLED 11TH SPACERS 10 PREVENT DAUAGE NOTES 1. 5106 SNOW ADE USUAIL7 FOR ONE 01RECIIC* 0 1RAVEL 08811. 2. ALL SIGNS SHALL BE DiSTALLED. NAI0IAINE0 IN A CLEAN 001E0110N 410 8EIOVE0 Br THE CONTRACTOR ExCEPT SIGNS MICR S ALL 8E INSTALLED AND MAINTAINED BY 1181 0(P108LENR Cc ROADS OR APPROPRIATE GOVFAANENT AGENCY. 3. IDEM AE55AGE IS NOT PCRIIAEN7. SIGNS SHALL BE TAKEN DOM. COVERED OR FACED. TAPE IS NOT PERDI1800 ON 1rE FACE OF INE SISAL. 4. VEHICLES OR E011PNEN1 SHALL N01 BE PARKED 50 A5 10 MORE OR DISTRACT FAN TRAFFIC C011Ra DUKES. S. FLAGS NAY BE USED TO (ALL ATTENTION TO EARNING SIGNS. 6. AEN APPROPRIATE 110 SIGN 11II-28 "131110CE Out- NAT BE USED INSTEAD OF 871-2 -ROAD CLOSED-. T. BARRICADE AND S10N DAY 8E RACED 1100 EDGE OF ROAD IT NCE0E0 FOR LOCAL TRAFFIC. B. REFER TO 57AA)ARO RAN N0. 920 FOR GENERAL IKORDATIDN NOT WON. ROAD CLOSED AT JUNCTION ROAD CLOSED LEGEND o T1PE 111 BARRICAO7 1106 11 BARRICADE OH REFLEC10112ED 0.45711 DPL SIGN FLAGGER A 101E * INSTALLED BY 01NERS TAPER FORMULA L • 5 r 17CR SPEEDS GF a5 ARI DR LKG1. L = 2 FOR 500(0S co 40 141 OR60 MERE: L • MAX LENGTH OF TAPER S , 00(07(11 0411E at POSTED SPEED La0T PRA$ 10 A1DK. . EOM OF OFF507 NATE NONA REv. N0. DATE DESCRIPTION OF REVISION IEBRASRA 0E00401 CF ROADS STANDARD PLAN NO.923 TRAFFIC CONTROL ROAD CLOSURE 5 KO -1-4S A 11050 MA%. 25 SPACING 120-70-36 OPTIONAL SINGLE FLAMER OPERATION 250 SPACING RS -30-24 AS REQUIRED TO ROBBIT PARKING 1 A % 4-48 $A V 1 1120-1-48 ONE LANE CLOSED WITH FLAGGER A u�1 120-18\ 414 SHOULDER OR PARKING LANE CLOSED LANE CLOSED NEAR NTERSECTION (RIGHT LANE CLOSED) DO 1,01.0 WWI '1 DO .3 MORI RR -30-24 A5 REQUIRED TO PROHIBIT PARING 820 -IA -411 WORK N CENTER OF ROAD WITH LOW TRAFFIC VOLUMES WSJ) OM D00. V11 AVA w 120-2B-40 50 A \/8I -4L-48 VVI -31-48 XX M3-1-24 INZ 1113-1-24 /AVO � MAS 1'20 -IA -48 3 -LANE ROADWAY ONE LANE CLOSED ROAD CLOSED R0A0 CLOSED R0A0 CLOSED PO K. Vali W20 -3A-48 ROAD CLOSED AT DETOUR TWO-WAY LEFT TURN LANE CLOSED ROAD CLOSED BEYOND DETOUR LEGEND —LTD FLASHING ARRW PANEL o TYPE DIME BNWICAOE • RETRO-REFLECTORIZEO PLASTIC ORM o NY RETRO-PFPI.ECTORI2ED CONE p REELEC10112E0 PLASTIC CPoM 0R A2• FICO — 51X121 P00100 STQ1 — OOLRLE POSTED SIGN n FLAMER •••• PAYMENT NARKING REMOVAL TAPER FORMULA L • NEAGING TAPER L/2 • MUTING TAPER L/3 • SMALLER TAPER t • ■ x 5 FOR SPEEDS 08 45 UPN OR RIPER L • ff02 FOR SPEEDS OF 40 804 50 LOWER L • MINIMUM LENGTH OF TAPER 5 • 1UEJRCAL VALUE OF POSTED SPEED 111117 PRIOR TO WOR W • 111001 CC OFFSET NOTES 1. ALL BARRICADE Aro 51471 L0CA111)6 ON MIS PLAN ARE APPROXIMATE. AND IQY BE ADJUSTED TO FIT FIELD 012011IQLS. THE 51616 SHALL. BE INSTALIID 50 AS NOT TO OBSCURE DE VIEW 08 OBER TRAFFIC CONTROL DEVICES. 2. MINIMS! WIDEN OF TRAVELLED LME SNELL BE A5 REDUIPPD BY TIE EN1IEFA. 3. FLASHING ARN 8 PANEL REQUIRED 01 ALL ROADWAYS 111111 POSTED SPEED LIMIT 45 1114 CR NIGER. TIE USE OP A FLASHING ARAN PMEL IS OPTIONAL. ON ROADWAYS 111111 A POSTED 5P® OF 40 IPI DR LOWER. 4. LONG-TERM RASHIN6 ARRDW PAWLS IN URBAN RESIDENTIAL. MEAS MERE DIESE1. 1)61111 113156 WILL BE DISRIPTIYE TO RESIDENTS. MAY BE REQUIRED TO OPERATE 87 120 YAC. OR IF SIGHT OISTANCE ALLOWS. A SOLM8 POWERED ORM MEL WY BE USED. 5. FOR SNORT -TERM WORK (LESS TNM) 24 1(0851 SIGN 120-28-48 1110 ROAD WAR(. MARK YOU, Qi101 SAFELY/ MAY BE 011111E0. 6. THE MAIM SPACING 8ETRE01 CHAMELIZ016 DEVICES 1N A TAPER VOID BE APPROXIMATELY E1IAL IN FEET TO 71E SPEED LIME (5). DERE 0IO0EL1206 DEVICES ARE USED ALONG 111E WORK MEA. TE SPACING MAY eE 11ERFASED TO INE DISTANCE IN FEET EQUAL TO THE SPEED LIMIT. DOUBLED 12 • 51. SEE "TAPER POMELA" TABLE WR 101E DIFOBWTIQ4 7. FOR LAZE CLOSURES OVER 48 NQRS. REMOVE CONFLICTING PAVEMENT IORKINGS OR COYER EXISTING ARABLE PAVE3ENT 11* (8165 WIN TYPE 11 BLAB TEMPORARY PAYEAEIT MARKING TAPE. 8. 0E510071M OF SPEED MOWN ON ADVISORY SPEED SIGNS 113-1 SMALL TIE DETERMINED BY T111 ENGINEER 01 ACCQOM CE WITH M2TC0. TIE SPEED DESIGNATOR SHALL BE AS 11164 A5 PRACTICAL AND FEASIBLE. PORI TYPE M1N1MM INSTANCE BETWEEN 11616 A MOAN 11.01 SPEED -25 MN T040 WPM MOAN 111151 SPEED - 45 MN OR HI0ERI •Q2' 360' REV. N0. DATE DESCRIPTION OF RE1I51014 NEBRASKA DEPARTMENT OF ROADS STANDARD PLAN NO.924 TYPICAL URBAN TRAFFIC CONTROL PLAN A APPROVED/ a /t/tw17 2n 2nn'1 ��•• 3 OR101NAL1 FEBRUARY 1.2010 1 10/0 w 00 00 00 .a w v2o-u-4e — 00 000 0000 04-25-48 520-10-48 000 00000 820 -IA -48 4 LANE UNDIVIDED ROADWAY CENTER LANES CLOSED NEAR INTERSECTION LEGEND FLASIIUG AARON PANEL .� TYPE TWEE BARRICADE • METRO-REFLECTOII2ED PLASTIC ORLY • 4Y RETRO-KELECTO812ED ECHE REFLECTORIZED PLASTIC DRUM CR 42• RETRO-RFFLECTORIZED COW 512E POSTED SIGN 06,5BLE POSTED SIGN .-. FLAW =1=1 PAVEMENT WRONG REMOVAL TAPER FORMULA L = MERGING TAPER L/2 = VICTOR TAPER In = SIOIILOR TAPER L= v z S FOR SPEEDS OF 45 NPN 01 NIOER L = f01 SPEEDS OF 40 NPN CR LOITER L = MINIMUM LENOI K TAPER 5 • M.IIIERICAL VALDE OF P051E0 SPEED LIMIT PRIOR TO VOW v = WON K OFFSET LANE CLOSED NEAR INTERSECTION (LEFT LANE CLOSURE FORMING A TURNBAY) ROAD CLOSED KV awm TM ?WN 4 LANE DIVIDED ROADWAY CENTER LANES CLOSED NEAR INTERSECTION ROAD CLOSED AT DETOUR (OPTIONAL LANE CLOSURE) <C> NO -SL -40 53-1-48 —+' I 4L ammo. LEFT 1150 LAZE CLOSURE • RI -024 04- 020-28-48 520-U-48 DIVIDED ROADWAY ONE LANE CLOSED n -I-48 3. 1 I DO NM 000 400 6.00 020-28-4 0 37-4B K1¢IA-,5 A l A l 00 -} I A 120-5RA-40 51-1-36 51-1-24 585001 LEFT TUM L LANE 61.09 E 820 -IA -48 TEMPORARY 4—WAY STOP FOR SIGNAL WORK REV. NYI. DATE DESCRIPTION a REVISION (MAW DEPARTMENT OF ROADS STANDARD PLAN NO. 924 TYPICAL URBAN TRAFFIC CONTROL PLAN FM APPROVED, it/9 -i/zcoq e d 7 MOW., FEBRUARY 1.2010 R0A0 CLOSED 820-3A-48 4' ROAD CLOSED RI® 54-iM-48 ROAD CLOSED BEYOND DETOUR 44 84-2L-48 FLLP 44, RNXI R3 -t-68/ 84-76-I8 (pPltOyyl e W C20-24-48 11% 820-1A-3141 1A 1 N.7/* • A 820-14-48 mie 420-28-48 4 1 1 1 1 rt >R3 -71-30 A O /48-31-44 A 1.1-48 LANE LANE CLOSED NEAR INTERSECTION (RIGHT LANE REMAINS OPEN) I 41 -4R-48 rrYY 41-3R-48 81-8R 01 113-1-24 !':XI 413-1-24 30 NPN 30 RPR 2S SPACING ABOVE Mo BELOW r' 707/01810 MUTE PAVOENT WAXING 704511-6•GAP • A R3 2-24 (OPTIMA.) PIM •t11 11••• Oa C20-26-48 1 rarA 81.8. A /4-24-44 A _O 'PLO -IA - oR 4I -4L-14 81-31-44 Xx m-7-24 rx 413-1-24 35 1P8 30 111 MO ABOVE A10 00.04 120-14-48 4 LANE UNDIVIDED ROADWAY TWO LANES CLOSED NEAR INTERSECTION LEGEND -® FLA5NI10 49101 PMEL TYPE THREE BARRICADE • RETRO-IES1EC10R12EB PLASTIC Dmu 42" PETRO-REFLECTMIZED COIF O REPLEC1012E0 PLASTIC ORM 01 42- RETRO-REILECTOR12E0 CONE 5780.6 POSTED 5141 — 006.E POSTED SIGN n F0A60R .... PAVEIIENT NARKING 101004 TAPER FORMULA 1 • MERGING TAPER L/2 • SHIFTING TAPER L/3 WADER TAPER L • II 5 FOR SPEEDS OF 45 VPH dt 8I0ER L •602 FOR SPEEDS OF 40 11)1 M LOVER L • WINDILY 001670 OF TAPER 5 • AMERICA VALUE CF POSTED SPEED UNIT PRIM TO KM 8 • COM M OFFSET 1120-1.1- 1120-5U- .0.14 .F•••• L 020-28-41 UP mot 44-78-18 • O A 1/120-1A-48 44-2.-44 1 roomer YELLOW PAYFIE$T 8140(8475 2' DASH 6. CAP 171108 CENTERLINE 420-1A-48 RI -44-48 41-3R-48 �xJ410-1-24 ,x% 813-1-24 35 NPI 30 111 AND ABOVE NO EELOW A ,-1 A 4440 mwt 420-131-48 44-78-18 REM 1X••1 R4-78 r,� R3-2-24 COIT04.E AT 25 SPACING MERE CROP -OFF EXIST 120-1A-44 NEXT 70 TRAVEL WAY 22 SPACING 820 -IA -48 A V/ OPTIMAL) 120-11-48 43-2-24 (OPTIONAL) mei 020-28-48 M R3-74-30 V 41-4L-48. WI -31-48 L. L 113-1-24 xJ� 413-1-24 35 MPH 30114 *11 ABOVE 400 BELOW -28-48 1 4—LANE DIVIDED HALF CLOSED 420.50.-44 8220 -IA -48 O- 120 -1A-48 A A 42 -AA-48 A 84-21-48 y. L TOL I G20-28-44 lA A 81 -BR 22 SPACING mw m77 ei oR 81-41-48 " 11-3R-44 LXI413-1-24 2.9413-1-24 A 101 30 11)1 APO ABOVE 410 80.04 41.8. t14LTOL OR V1-41.-48 81-31-44 813-1-24 ;max, 413-1-24 35 1114 30 YRI MO MOVE NO BELOW G20 -2B-44\ A )14-2R-48 A 120-840-44 420-10-44 4—LANE UNDIVIDED 2 LANES CLOSED REV. N0. DATE DESCRIPTION OF REVISION *ERASMA 000801NENT OF ROADS STANDARD PLAN NO. 924 TYPICAL URBAN TRAFFIC CONTROL PLAN A 4PPRO4EDI II/7dtze ORIGINAL! 4 FEBRUARY Rr 1.2010 GAIT