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HomeMy WebLinkAboutF-6-4(1007)NDEX OF S SHE -ET NO. 1 „ „ STD. PLAN 11 11 „ „ „ It „ ,r 2T1 -2T4 2S1 -2S4 2A1 -2A3 EETS TITLE PAGE TYPICAL CROSS SECTIONS SUMMARY OF QUANTITIES AND DETOUR PHOTO MAPS ” 2N1 -2N2 PHASING PLANS ” 3 — 11 PLAN AND PROFILE SHEETS 12 — 25 GEOMETRICS AND GRADES ” 26 — 40 CONSTRUCTION AND REMOVALS 41 — 57 LIGHTING PLANS ” 58 — 71 DRAINAGE PLANS 72 — 83 WATER SYSTEM PLANS " 84 — 95 UTILITY INFORMATION " 96 — 99 TRAFFIC SIGNAL PLANS 100 — 101 DESIGN DATA SHEETS 102 — 116 DRAINAGE STRUCTURE CROSS SECTIONS rr „ ” 117 118 119 SPECIAL PLAN 1C GRATE INLET PLAN SPECIAL PLAN 2C 8X3 BOX CULVERT STA.1121+01 SPECIAL PLAN 3C JOINT DETAILS 120 — 132 RIGHT OF WAY PLANS X1 — X36 CROSS SECTIONS NO. 301—R3 303 328—R2 „ „ „ ,t (2 SHEETS) PAVEMENT DETAILS CURB RAMPS (2 SHEETS) 6 TO 10 INCH CONCRETE PAVEMENT 331—R1 (2 SHEETS) 6 TO 10 INCH CONCRETE PAVEMENT WITH CURB 410—R1 FLARED END SECTIONS FOR PIPE CULVERTS (2 SHEETS ) COLLARS AND ELBOWS FOR CONCRETE PIPES 428—R1 CONCRETE PLUGS AND FIELD PIPE TAP DETAILS 435 (3 SHEETS) MANHOLE 443—R4 (2 SHEETS) CURB INLETS AND JUNCTION BOX 501—R1 EROSION CONTROL SIGNAL FACE CONFIGURATION SIGNAL MOUNTING TRAFFIC SIGNAL POLE DETAILS PULL BOX DETAILS TRAFFIC CONTROL TRAFFIC CONTROL URBAN TRAFFIC CONTROL (2 SHEETS) REINFORCED CONCRETE BOX CULVERTS SINGLE SPAN WITH 4—FOOT RISE 42 5 — R2 910 911 912—R1 914 920—R3 921—R3 ” 932 " 1104 CONVENTIONAL SIGNS FENCE LINE GUARD RAiL TRAVELED WAY DIKE CULVERTS RAILROAL RIGHT POWER POLE TELEPHONE or EL EGP: -r-+ PC;_I MARSH HEDGE TREES W' A Y ♦• [t i• •. i�' • ROW LEGEND .1F CONSTRUCTION PREVIOUS R O.W NE- W R i_VV •r E: RMANENT CHANNE.i_ EASEME NT PERMANENT FILL E NC ROACHME N TE MPORARY E ASE MEN? %- XCES`a TAKING PERMANENT EASEMENT EXCEPT' E ,STING RAILROAD EASE MEN! NEW RAILROA5 NENT E_A :,E_►yoE tiE W0:411, P"SAL; EMF'; RARE E A [ ME STATE OF NEBRASKA DEPARTMENT OF ROADS PLANS FOR CONSTRUCTION BUR JNG ,6E6 /N PJ?LVECT 5'7 /. ///i 7170 1 DEDgliM 23 24 1 S N VENUE W MS COLJ3NTY Renae Lane 0 G St H St Domommoi Q K St 0 a U U FSt 0 Q c 0 U J 0 ES: r- Pau/ St Q 1s im_ 1.11= 1 Q 0 Denver Ave IM DB ND U) 0 Kansas Ave 13 18 24.`.19 .. ................. EQUATIONS: STA.1128+24.13 BK= STA.1128+23.95 AH STA.1145+75.01 BK= STA.1145+75.00 AH °D HASTINGS AREA ■ 1 ADAMS COUNTY NEBRASKA 1981 La s .2///40 10 RE `;N> E-� NCE POST N9 2/21-0 4092. /9 TO STA. FEE? E T 2 775 MILES f'Vz7 Pifa&C r • APPROVED 198g ' r OF NE�� WAYNE TETEN E-3152 DIRECTOR -- ENGINE E -.PING DJRECTOR -- STATE ENGINEER PROJECT N° F(o -¢ (/a7) I HEFT S CONTROL NE M 74'/A ® CONTROL N° ▪ CONTROL N° THE NEBRASKA 1985 STANDARD SPECIFICATIONS FGR HIGHWAY CONSTRUCTION, AS APPROVED BY THE FEDERAL HIGHWAY ADMINISTRATION, AND THE SPECIAL PFO'v APPLY TO THIS PROJECT. THE WORK ON THIS PROJECT CONS' STS OF /-61T4.0/4/L ,3-C&&(/6 ✓E/Y1F /7 -CC/L L 573 • GROUPS /j 3, 4 c`''8,6 ARE IN THE LETTING OF,DZ-Cc/W8E/i8 /988 • GROUPS IN THE LETTING OF ,® GROUPS LIN THE LETTING OF DESIGN DESIGNATION NEW OR RECONSTRUCTION URBAN TRAFFIC /986. ODD YEAR ADT DHV N.F.C. lv 7o U. S. DEPARTMENT OF TRANSPORTATION FEDERAL HIGHWAY ADMIN ISTR-A0'ON APPROVED For DiVISHON ADMIN!STRA'- ?R -DATc. �01114.4• a1 • 4. 200- VAR/ES 90"/14/A/ .411 E, EX/ST/NG PA I/L-/ ENT C 1 VAR/ES 80%LI/N 2LOP MATCH EX/ST/NG PAVE/1'/LNT SLOPE MATCH EX/ST/NO P4VAIENT /210"M/N 5 TA, //55 1'62 - STA /759+00 /0' '-0" VAR/ES - 2=0 /V/N. STA //55 7462 - 3727 //59 7400 8/-0" MAX 25/-0" VAR/ES VAR/ES 9/-D" MA/ 25/-0" -44 4.. /0 1-011 .011 STA. ///4 70 STA. //23 '` 75 - STA.//4/-f73 - STA. //49 X48 - 68/-0" 374 ///9 *28 STA. //28424 STA. //H1 72 STA. //52 7400 26'-0" /3/-O" 25,0" -I C6'\\ /31- 0" 9 0 02/Fr VAR. 0 0/' FT /,3"0" 002'FT 9 19 /0L0" L-31° LEFT TURA/ STA. ///9 f28 - S TA. //44 t 72 - LAVES STA. //2.3.75 5T4. //49 *48 4 5 NOTE= SECT/ON RE VERS ED FOR WES TS 0 L/ /VD L [FT TURA/ LANES EQA. STA. //ZS 1-24/3 5/(= STA. //28 Z395 A17 STA. 1/45 t 750/ 51(= 5TA. //45 t 7500 Ah • 1_,_/ C, 4/ PROJECT NO. F -6-4(I007) SHEET NO. C.N. 4074IA LEGEND 9" CONCRETE PAVEMENT CONCRETE MEDIAN SURFACING CONCRETE SIDEWALK 0 4" FOUNDATION COURSE (REGULAR) 0 SUBGRADE PREPARATION SHOULDER SUBGRADE PREPARATION SANDFILL FOR MEDIAN 8" ASPHALTIC CONCRETE, TYPE 'A' INTEGRAL CURB LONGITUDINAL JOINT PROFILE GRADE SHOULDER CONSTRUCTION CONCRETE BARRIER CURB 8" ASPHALTIC CONCRETE, TYPE 'A' 8"TEMPORARY ASPHALTIC CONCRETE, TYPE 'A' 16 30'-0" LATERAL OBSTACLE CLEARANCE 17 MILLING BITUMINOUS SURFACE, 1 1/2; CLASS' 3 1 1/2"ASPHALTIC CONC, TYPE 'A' EROSION CONTROL TYPE 'B' 601' • SIDE WAL I( DETAIL 1/OT POURED TYRE CONTRACT/ON JO/NTS S/? 4L 5�" L/SED ON T1//6 PROJECT T/N/NG SIM L L BE REQL//RED ON T///S PROJECT. - FOR 17g754/LS NOT SHOWN, ROJECTFOROgTA/LSNOTSHOWN SEE STANDARD PLANs30/1?3, 328-A'2, 33/-R/ `SPECPz,44/3C IMP 64'O C EA11 C 25=0" /0/-0" Z5,O," 70" 7=0" /0r-0" MEW AMNIA STA . //28t24 -5T,4 . //4/473 574. //527`00 -S7,1.. //55-&2 572. //4�/� -5721. //9-L8 !/Q,P/£S Z/ ' 0'"M,4X, V,4 AP/CS J7 ' 0"/1-/,4X /0'-0" i V"4 /3 - O "N4 X. /2'-0" ST,41 //9-46d - STA. /.30'-.34 4411 /3'-O„ 1 L7 7- TL1,C'/V L,4/t/£ ST,4. /30-/J1-57:4 /3/,44.3 3"MAXIMUM SQUEEGEE WIDTH CENTERED ON JOINT -� FILL WITH RUBBERIZED JOINT FILLING. COMPOUND PROJECT NO. F-6-4(1007) SHEET N0. ZTz C.N. 40741A LEGEND 9" CONCRETE PAVEMENT CONCRETE MEDIAN SURFACING CONCRETE SIDEWALK 4" FOUNDATION COURSE (REGULAR) SUBGRADE PREPARATION SHOULDER SUBGRADE PREPARATION SANDFILL FOR MEDIAN 8" ASPHALTIC CONCRETE, TYPE 'A' INTEGRAL CURB LONGITUDINAL JOINT PROFILE GRADE SHOULDER CONSTRUCTION CONCRETE BARRIER CURB 8" ASPHALTIC CONCRETE, TYPE 'A' 8°TEMPORARY ASPHALTIC CONCRETE, TYPE 'A' 30'-0" LATERAL OBSTACLE CLEARANCE MILLING BITUMINOUS SURFACE, 1 1/4 CLASS 3 1 1/2"ASPHALTIC CONC. TYPE 'A' 19 EROSION CCNTROL TYPE 'B' f E: MIA CA, ©LD)g ,C BRIE c' 52'-0" 24X. 10'0" 4-'0" 13'- O" 13'- 0" Ilb- 10' O" 19 Ow - 4:1 0. 02 ' / 0. 02%FT. ,4'/FT.- OAP 4=1WEI►IMINIMEI WiMMENIMI"IMIMnIMM/AM=IMMMIMI 3.0„ Sta. 132/84 - Sfa. 135165 VARIES 36'- O"/MX. 6'0" 0 04/17.. 3'-0" 38'-0" 002/FT O.04%FT STA.135/65 - STq.137/ OCA 13'- O" 4'0„ 26'--O" 13'-O" 002%FT. 001%FT. 9 02%FT. 6' ;�„ 0 04/FT. WA AM 3= 6'0" 4'0" 0.02"/Fr 13'0" VARIES 44'- 0" MAX. STA. 203/50- 5TA.210/4,3 VARIES 19'-0 "2IAX 0 VARIES 24'-0" MAX. 13'- 0" 3'0` 6'O" 004/Fr a O21FT. O.OI%FT. 002/FT. 004/FT 31-0" STA. 210r43 - STA. 213i96 A ,0" LJ �6-4(1007) 473 PROJECT NO. SHEET NO. • LEGEND 9" CONCRETE PAVEMENT CONCRETE MEDIAN SURFACING CONCRETE SIDEWALK 4" FOUNDATION COURSE (REGULAR) SUBGRADE PREPARATION SHOULDER SUBGRADE PREPARATION SANDFILL FOR MEDIAN S 8" ASPHALTIC CONCRETE, TYPE 'A' INTEGRAL CURB LONGITUDINAL JOINT PROFILE GRADE SHOULDER CONSTRUCTION CONCRETE BARRIER CURB 8" ASPHALTIC CONCRETE, TYPE 'A' 8'TEMPORARY ASPHALTIC CONCRETE, TYPE 'A' 30'-0" LATERAL OBSTACLE CLEARANCE MILLING BITUMINOUS SURFACE, 1 1/2;' CLASS 3 1 1/2"ASPHALTIC CONC, TYPE 'A' C.N. 4074! A EROSION CONTROL TYPE 'B' r 21-0" VARIES 20-0" /44A' 0. 021F77 12'- 0" EXISTING SURFACE SURVEYED i 6. a 1 STA. 11121'00 TO STA. 1120' 63 PHASE T 2'O" VARIES 13'0"NIAX. 21'-O" 0. 02'/FT. EXISTING SURFACE _ STA. 1121 t40 TO STA. 11341'00 PHASE I 2'_O" VARIES 12'-o- A'4X 12'- 0" O 02'/ FT. SURVEYED EXISTING SURFACE STA.1134f70TO 3TA.1144i00 STA.1149 t307 To STA.1154f29 STA.1154 f 90 TO STA.1159f 00 PHASE I e C (3 C 6:1 2'0" V4RI ES 3 0 i 0" VARIES EXIST/NG SURFACE No— 2'-O" TSTA . 1267470 TO STA. 11251'00 PHASE r 32'- O" 2'-O" EXISTING ASPHAL T EXISTING CONCRETE CURB AND GUTTER 2'-O" FRANKLIN AVE. JST TO HST DETOL1f;. :n' EXISTING CONCRETE CURB AND GUTTER (EXISTING CONCRETE CURB AND GUTTER EXISTING CONCRETE CURB AND 0 "/ l (STREET- BURLINGTON AVE. TO HASTINGS AVE. DETOUR. PROJECT NO. SHEET NO. F-S-4(Iu07) ,2%¢ C.N. 40741 A LEGEND 9" CONCRETE PAVEMENT CONCRETE MEDIAN SURFACING CONCRETE SIDEWALK 4" FOUNDATION COURSE (REGULAR) SUBGRADE PREPARATION SHOULDER SUBGRADE PREPARATION SANDFILL FOR MEDIAN 8" ASPHALTIC CONCRETE, TYPE 'A' INTEGRAL CURB LONGITUDINAL JOINT PROFILE GRADE SHOULDER CONSTRUCTION CONCRETE BARRIER CURB 8" ASPHALTIC CONCRETE, TYPE 'A' g'TEMPORARY ASPHALTIC CONCRETE, TYPE 'A' 30'-0" LATERAL OBSTACLE CLEARANCE 17 MILLING BITUMINOUS SURFACE, 1 1/4 CLASS 3 1 1/2"ASPHALTIC CONC, TYPE 'A' EROSION CONTROL TYPE 'B' EXISTING ASPHALT 9" CONCRETE PAVEMENT -7 1 1/4" 0 x 18" DOWEL BAR -� 2' EXISTING PAVEMENTLe EXPANSION TUBE 71- 2'-O" 6" OA GREASE DOWEL BAR ON EXPANSION TUBE SIDE © I " PREFORMED EXPANSION JOINT MATERIAL © JOINT SEALING FILLER (HOT POURED TYPE) NOTES: DOWEL BARS SHALL BE DRILLED TO A DEPTH OF 8" INTO EXISTING SLAB AND GROUTED. DOWEL BARS SHALL BE PLACED AT I'-0" CENTERS WITH THE DOWEL BAR AT THE OUTSIDE PLACED 6" FROM THE EDGE OF THE SLAB. THIS JOINT SHALL BE CONSTRUCTED TRANSVERSE TO THE ROADWAY WHERE THE NEW CONCRETE ABUTS THE EXISTING CONCRETE. EXPANSION JOINT (SUBSIDIARY) EXISTING 6) ASPHALT • EXISTING CONCRETE CURB AND GUTTER (EXISTING CONCRETE CURB AND GUTTER EXISTING CONCRETE CURB AND 0 "/ l (STREET- BURLINGTON AVE. TO HASTINGS AVE. DETOUR. PROJECT NO. SHEET NO. F-S-4(Iu07) ,2%¢ C.N. 40741 A LEGEND 9" CONCRETE PAVEMENT CONCRETE MEDIAN SURFACING CONCRETE SIDEWALK 4" FOUNDATION COURSE (REGULAR) SUBGRADE PREPARATION SHOULDER SUBGRADE PREPARATION SANDFILL FOR MEDIAN 8" ASPHALTIC CONCRETE, TYPE 'A' INTEGRAL CURB LONGITUDINAL JOINT PROFILE GRADE SHOULDER CONSTRUCTION CONCRETE BARRIER CURB 8" ASPHALTIC CONCRETE, TYPE 'A' g'TEMPORARY ASPHALTIC CONCRETE, TYPE 'A' 30'-0" LATERAL OBSTACLE CLEARANCE 17 MILLING BITUMINOUS SURFACE, 1 1/4 CLASS 3 1 1/2"ASPHALTIC CONC, TYPE 'A' EROSION CONTROL TYPE 'B' EXISTING ASPHALT 9" CONCRETE PAVEMENT -7 1 1/4" 0 x 18" DOWEL BAR -� 2' EXISTING PAVEMENTLe EXPANSION TUBE 71- 2'-O" 6" OA GREASE DOWEL BAR ON EXPANSION TUBE SIDE © I " PREFORMED EXPANSION JOINT MATERIAL © JOINT SEALING FILLER (HOT POURED TYPE) NOTES: DOWEL BARS SHALL BE DRILLED TO A DEPTH OF 8" INTO EXISTING SLAB AND GROUTED. DOWEL BARS SHALL BE PLACED AT I'-0" CENTERS WITH THE DOWEL BAR AT THE OUTSIDE PLACED 6" FROM THE EDGE OF THE SLAB. THIS JOINT SHALL BE CONSTRUCTED TRANSVERSE TO THE ROADWAY WHERE THE NEW CONCRETE ABUTS THE EXISTING CONCRETE. EXPANSION JOINT (SUBSIDIARY) GRADING ITEMS GROUP 1 ITEM COVERCROP SEEDfNG EROSION CONTROL, TYPE " MOBILIZATION CLEARING & GRUBBING INCHES IN DIAMETER CLEARING & GRUBBING INCHES IN DIAMETER CLEARING & GRUBBING INCHES IN DIAMETER CLEARING & GRUBBING IN DIAMETER n TREES -OVER 12 TO 24 TREES -OVER 24 TO 36 TREES -OVER 36 TO 48 TREES -OVER 48 INCHES GRUBBING STUMPS -OVER 12 TO 24 INCHES IN DIAMETER GRUBBING STUMPS -OVER 24 TO 36 INCHES IN DIAMETER GRUBBING STUMPS -OVER 36 TO 48'INCHES IN DIAMETER. GRUBBING STUMPS -OVER 48 INCHES IN DIAM. GENERAL CLEARING AND GRUBBING WATER,APPLIED EARTHWORK MEASURED IN EMBANKMENT REMOVING PAVEMENT REMOVING ASPHALT SURFACE REMOVING DRIVEWAY REMOVING WALK REMOVING COMBINATION CURB & GUTTER REMOVING RETAINING WALLS REMOVING CONCRETE MEDIAN SURFACING REMOVAL OF EXISTING BUILDINGS AT STA. 1141+21 RT. REMOVAL OF EXISTING BUILDINGS AT STA. 1142+30 RT. REMOVAL OF EXISTING BUILDINGS AT STA. 1143+46 RT. REMOVAL OF EXISTING BUILDINGS AT STA. 1144+41 RT. REMOVAL OF EXISTING BUILDINGS AT STA. 1146+78 RT. CLEARING TRACT FROM STA. 1139+83 TO 1142+03 RT. CLEARING TRACT FROM STA. 1142+03 TO 1143+87 RT. CLEARING TRACT FROM STA. 1143+87 TO 1145+72 RT. CLEARING TRACT FROM STA. 1145+72 TO 1147+18 RT. GRAVEL FOR TEMPORARY SURFACING REMOVAL OF EXISTING GUARDRAIL QUANTITY UNIT 10.000 1173.000 1.000 1.000 ACRE SQ YD LUMPSUM EACH 1.000 EACH 1.000 EACH 1.000 EACH 1.000 EACH 1.000 EACH 1.000 EACH 1.000 EACH 1.000 EACH 305.000 M GAL 13986.000 CU YD 26630.000 SQ YD 14568.000 SQ YD 2937.000 SQ YD 336.000 SQ FT 230.000 LIN FT 5.000 EACH 1556.000 SQ FT 1.000 EACH 1.000 EACH 1.000 EACH 1.000 EACH 1.000 EACH 1.000 EACH 1.000 EACH 1.000 EACH 1.000 EACH 100.000 CU YD 23.000 LIN FT Aft SUMMARY OF ITEM PAVEMENT GROUP QUANTITY UNIT SEEDING, TYPE "B" 10.000 SODDING 5640.000 29.000 1092.000 1 1/2" COPPER WATER SERVICE 3.000 2" COPPER WATER SERVICE 341.000 37.000 CURB STOP AND BOX 1" COPPER WATER SERVICE THRUST BLOCKS CAST IRON FITTINGS, M.J. 6" WATER MAIN PIPE 8" WATER MAIN PIPE 10" WATER MAIN PIPE 6" GATE VALVE, M.J. 8" GATE VALVE, M.J. 10" GATE VALVE, M.J. 5" PUMPER HYDRANT, M.J. RELOCATE WATER METER PIT REMOVING CURB STOP AND BOX REMOVING PUMPER HYDRANT BARRICADES, TYPE III INSTALLATION OF PERMANENT SIGNS MAINTENANCE OF PERMANENT SIGNS MAINTENANCE OF TEMPORARY SIGNS Embankment/ Roadway Grading Subgrade Preparation (Flexible Surfacing) SubgradePreparation (Concrete Base Course or Concrete Pavement) Foundation Course Embankment of private driveways which are not surfaced ************************** COMPACTION REQUIREMENTS CLASS III (See Specifications) SOIL TYPE Silt -Clay Granular DEPTH BELOW FINISH SUBGRADE Upper3' At depths greater than 3' All depths Silt -Clay Granular Silt -Clay Granular All The upper 6" of subgrade soil 11 11 The upper 6" of subgrade soil All depths ** Moisture as necessary to obtain density. ********************************* ACRE SQ YD EACH LIN FT LIN FT LIN FT EACH 9515.000 LB 129.000 437.000 6010.000 17.000 6.000 15.000 13.000 1.000 11.000 6.000 2944.000 792.000 113704.000 1140.000 LIN FT LIN FT LIN FT EACH EACH EACH EACH EACH EACH EACH BARRDAY SQ FT SQFTDAY SQFTDAY PERCENT MOISTURE REQUIREMENTS DENSITY MINIMUM MAXIMUM 96+3 Opt. -3% Opt.+3% 95 Min. 100 Min. 100 Min. 700 Min. ** ** Opt.+2% Opt.+1% 96+3 Opt. -3% Opt.+3% 100 Min. 100 Min. Class I (See Specifications) (See Specifications) QUANTITIES ITEMS 3 ITEM QUANTITY UNIT REMOVAL OF PERMANENT SIGNS PAVEMENT MARKING REMOVAL TEMPORARY PAVEMENT MARKING FLAGGING FIELD LABORATORY, TYPE "B" MOBILIZATION CONCRETE BARRIER CURB COMBINATION CONCRETE CURB & GUTTER CONCRETE SIDEWALKS CONCRETE MEDIAN SURFACING CONCRETE DRIVEWAYS 9" CONCRETE PAVEMENT CAST IRON COVERS & FRAMES CAST IRON RING AND COVER RECONSTRUCTING MANHOLES CLASS "47B" OR "AX" CONCRETE FOR PIPE CULVERT PLUGS 4" CLAY SEWER PIPE 10" CLAY SEWER PIPE FOUNDATION COURSE (REGULAR) SHOULDER SUBGRADE PREPARATION ASPHALTIC CONCRETE FOR TEMPORARY SURFACING ASPHALTIC CONCRETE,TYPE A ASPHALTIC CONCRETE FOR PATCHING ASPHALTIC CONCRETE, TYPE "A" FOR INTERSECTIONS AND DRIVEWAYS 792.000 4000.000 1100.000 10.000 1.000 1.000 2009.000 150.000 18637.000 4781.000 2671.000 41965.000 7575.000 1050.000 18.000 0.090 SQ FT LIN FT LIN FT DAY EACH LUMPSUM LIN FT LIN FT SQ FT SQ FT SQ YD SQ YD LB LB EACH CU YD 416.000 LIN FT 109.000 LIN FT 9840.000 TON 10.820 STA 3190.000 TON 2600.000 TON 100.000 TON 447.000 TON ASPHALT CEMENT FOR ASPHALTIC CONCRETE 299.375 TON EMULSIFIED ASPHALT FOR TACK COAT, APPLIED RENTAL OF LOADER, FULLY OPERATED RENTAL OF MOTOR GRADER, FULLY OPERATED RENTAL OF DUMP TRUCK, FULLY OPERATED WATER, APPLIED SEALING SURFACED SHOULDER JOINT SHOULDER CONSTRUCTION SUBGRADE PREPARATION COLD MILLING, CLASS 3 1140.000 GAL 10.000 HR. 10.000 HR. 10.000 HR. 224.000 M GAL 21.320 STA. 87.790 STA 53747.000 SQ YD 6536.000 SQ YD 1 A-- (/DO CULVERT ITEMS GROUP 4 ITEM MOBILIZATION REMOVING MANHOLES REMOVING INLETS CAST IRON COVERS & FRAMES CAST IRON COVERS, FRAMES & FLANGES CAST IRON GRATES CAST IRON RING AND COVER MANHOLE NO. 18 MANHOLE NO. 22 MANHOLE NO. 23 REMOVAL OF EXISTING HEADWALLS FROM CULVERTS REMOVAL OF EXISTING SEWER PIPE EXCAVATION FOR PIPE AND PIPE -ARCH CULVERTS AND HEADWALLS EXCAVATION FOR BOX CULVERTS CLASS "47B" OR "AX" CONCRETE FOR BOX CULVERTS CLASS "47B" CONCRETE FOR INLETS AND JUNCTION BOXES CLASS "47B" CONCRETE FOR COLLARS CLASS "47B" OR "AX" CONCRETE FOR PIPE CULVERT PLUGS REINFORCING STEEL FOR BOX CULVERTS REINFORCING STEEL FOR INLETS AND JUNCTION BOXES REINFORCING STEEL FOR COLLARS 36" REINFORCED CONCRETE PIPE 15" CONCRETE FLARED END SECTION 18" CONCRETE FLARED END SECTION 24" CONCRETE FLARED END SECTION 15" REINFORCED CONCRETE SEWER PIPE 18" REINFORCED CONCRETE SEWER PIPE 24" REINFORCED CONCRETE SEWER PIPE 30" REINFORCED CONCRETE SEWER PIPE 42" REINFORCED CONCRETE SEWER PIPE CULVERT SANDFILL TYPES OF ASPHALTIC OIL TO BE USED TACK COAT SS -1, SS -1h, CSS -1 OR CSS-lh GRADE OF ASPHALT CEMENT TO BE USED 85-100 PEN. GRADE: AASHTO DESIGNATION M-20 amended to provide that viscosity shall not be less than 800 Poises at 14.0" F. OR AC -10 VIS. GRADE: AASHTO DESIGNATION M-226 ASPHALTIC CONCRETE FOR PATCHING MAY BE ANY OF THE TYPES SHOWN IN THE SUMMARY OF QUANTITIES QUANTITY UNIT 1.000 LUMPSUM 1.000 EACH 18.000 EACH 5000.000 LB 500.000 LB 2064.000 LB 690.000 LB 1.000 EACH 1.000 EACH 1.000 EACH 10.000 EACH 1801.000 LIN FT 254.000 CU YD 3765.000 CU YD 482.050 142.120 1.470 0.340 58621.000 LB CU YD CU YD CU YD CU YD 7496.000 LB 125.000 64.000 3.000 2.000 1.000 2227.000 2227.000 903.000 289.000 352.000 97.000 LB LIN FT EACH EACH EACH LIN FT LIN FT LIN FT LIN FT LIN FT LIN FT DEPARTMENT Or RGADS STATE OF NEBRASKA 1M b �.. LOCATION O O O O O 0 0 1120+46 62' LT. 1121+72 80' RT. O O 10 10 11 11 12 12 13 13 14 0 SUMMARY OF QUANTITIES INLETS HEADWALLS BOX CULVERTS JUNCTION BOXES PLAN NO. CONC. RE -STEEL CONC. RE -STEEL CONC. RE -STEEL BUILD JUNCTION BOX, X=2'6", YxY1=3'0"x3'0" 443-R4 CAST IRON GRATE, TYPE "D" 1C BUILD'18"x224' REINF. CONC. SEWER PIPE JUNCTION BOX 1 TO JUNCTION BOX 2 BUILD JUNCTION BOX, X=2'10", YxY1 =3'0"x3'0" 10 CAST IRON GRATE, TYPE "D" 4 -43 -R4 - BUILD 18"x58' REINF. CONC. SEWER PIPE JUNCTION BOX 2 TO JUNCTION BOX 3 BUILD JUNCTION BOX, X-3'0", YxY1=3'0"x3'0" CAST IRON GRATE, TYPE "D" BUILD 18"x142' REINF. CONC. SEWER PIPE JUNCTION BOX 3 TO CURB INLET 5 443-R4 10 BUILD CURB INLET X=3'11", A=2'5", Y=4'0" 443-R4 BUILD 15"x68' REINF. CONC. SEWER PIPE CURB INLET 4 TO CURB INLET 5 BUILD CURB INLET X=6'0", A=4'7", Y=4'0" 443-R4 BUILD 18"x300' REINF. CONC. SEWER PIPE CURB INLET 5 TO CURB INLET 7 BUILD CURB INLET X=3'11", A=2'5", Y=4'0" 443-R4 BUILD 15"x72' REINF. CONC. SEWER PIPE CURB INLET 6 TO CURB INLET 7 BUILD CURB INELT X=6'4", Y=4'7", Y=4'0" 443-R4 BUILD 18"x154' REINF. CONC. SEWER PIPE CURB INLET 7 TO STA. 1121+47 - 56' RT. BUIL6'3'x3'x190' CONCRETE BOX CULVERT ON 42° SKEW, FILL = 1' BUILD CURB INLET X=3'2", A=2'5", Y=8'0" BUILD 15"x10' REINF. CONC. SEWER PIPE CURB INLET 8 TO CURB INLET 9 BUILD CURB INLET X=3'2", A=4'3", Y=12'0" BUILD 15"x125' REINF. CONC. SEWER PIPE CURB INLET 9 TO CURB INLET 10 BUILD CURB INLET X=4'2", A=4'3", Y=8'0" BUILD 18"x72' REINF. CONC. SEWER PIPE CURB INLET 10 TO CURB INLET 11 BUILD CURB INLET X=4'7", A=2'5", Y=4'0" BUILD 18"x22' REINF. CONC. SEWER PIPE CURB INLET 11 TO CONC. FLARED END SECTION (STA. 1123+25 - 64' RT.) BUILD CURB ILET X=3'11", A=2'5", Y=8'0" BUILD 15"x72' REINF. CONC. SEWER PIPE CURB INLET 12 TO CURB INLET 13 BUILD CURB INLET X=4'3", A=4'3", Y=4'0" BUILD 15"x22' REINF. CONC. SEWER PIPE CURB INLET 13 TO CONC. FLARED END SECTION (STA. 1126+20 = 64' RT.) BUILD 15"x295' REINF. CONC. SEWER PIPE CURB INLET 15 TO CURB INLET 13 BUILD CURB INLET X=3'11", A=2'5", Y=4'0" 2C 443-R4 443-R4 443-R4 4 -4.' -R4- 410 -R1 443-R4 443-R4 410-R1 443-R4 146.96 17,525 1.47 29 1.59 29 1.65 29 2.03 113 3.85 141 2.03 113 4.01 141 2.42 197 3.72 277 3.49 228 2.29 113 2.71 202 2.86 136 2.03 113 CULVERT ITEMS DONT. GROUP 4 LOCATION 15 15 16 16 17 17 ,1 8 18 19 19 20 20 21 21 22 23 3 241 25 24 26' 25 27 zJ 28 27 29 28 30 29 BUILD 15"x68' REINF. CONC. SEWER PIPE CURB INLET 14 TO CURB INLET 15 BUILD CURB INLET X=4'2", A=4'3", Y=4'0" BUILD CURB INLET, X=3'11", A=2'5", Y=4'0" BUILD 15"x68' REINF. CONC. SEWER PIPE CURB INLET 16 TO CURB INLET 17 BUILD CURB INLET X=4'2", A=4'3", Y=4'0" BUILD 15"x75' REINF. CONC. SEWER PIPE CURB INLET 17 TO MANHOLE 18 BUILD MANHOLE, TYPE III RING, TYPE A COVER, H=6'6" BUILD 30"x22' REINF. CONC. SEWER PIPE CONCRETE COLLAR (STA. 1134+50 - 14' RT.) TO MANHOLE 18 BUILD 30"x75' REINF. OCNC. SEWER PIPE MANHOLE 18 TO CURB INLET 21 F= -4 (/.0,07) INLETS HEADWALLS BOX CULVERTS JUNCTION BOXES PLAN NO. CONC. RE -STEEL CONC. RE -STEEL CONC. RE -STEEL 443-R4 443-R4 443-R4 435 425-R2 BUILD JUNCTION BOX, X=5'6", YxY1=3'0"x3'6" 443-R4 BUILD 30"x20' REINF. CONC. SEWER PIPE JUNCTION BOX 19 TO CURB INLET 30 BUILD CURB INLET X=5'5", A=5'9", Y=12'0" BUILD 30"x68' REINF. CONC. SEWER PIPE CURB INLET 20 TO CURB INLET 21 BUILD CURB INLET X=6'5", A=5'9", Y=12'0" BUILD 30"x104' REINF. OCNC. SEWER PIPE CURB INLET 21 TO MANHOLE 22 BUILD MANHOLE, TYPE II FRAME, TYPE A COVER, H= 7'0" BUILD 42"x300' REINF. CONC. SEWER PIPE MANHOLE 22 TO MANHOLE 23 BUILD MANHOLE TYPE III RING, TYPE "A" COVER, H=7'2" BUILD 42"x52' REINF. CONC. SEWER PIPE MANHOLE 23 TO STA. 1135+77 - 336' RT. BUILD 24"x81' RIENF. CONC. SEWER PIPE CURB INLET 25 TO MANHOLE 22 BUILD CURB INLET X=4'2", A=2'5", Y=12'0" BUILD 18"x68' REINF. CONC. SEWER PIPE CURB INLET 24 TO CURB INLET 25 BUILD CURB INLET X=4'6", A=5'2", Y=8'0" BUILD 24"x340' REINF CONC. SEWER PIPE CURB INLET 27 TO CURB INLET 25 BUILD CURB INLET X=3'11", A=2'5", Y=12'0" BUILD 15"x68' REINF. CONC. SEWER PIPE CURB INLET 26 TO CURB INELT 27 BUILD CURB INLET X=4'6", A=5'2", Y=8'0" BUILD 15"x275' REINF. CONC. SEWER PIPE CURB INLET 29 TO CURB INLET 27 BUILD CURB INLET X=3'11", A=2'5", Y=8'0" BUILD 15"x72' REINF. CONC. SEWER PIPE CURB INLET 28 TO CURB INLET 29 BUILD CURB INLET, X=4'2", A=4'7", Y=8'0" 443-R4 443-R4 435 435 443-R4 443-R4 443-R4 443-R4 443-R4 443-R4 2.82 136 2.03 113 2.82 136 2.78 30 5.45 308 5.99 314 3.51 261 4.01 242 3.41 259 4.01 242 2.71 202 3.62 233 DEPARTMENT OF STATE OF NEBRASKA 1M Y 1. LOCATION SUMMARY OF QUANTITIES INLETS HEADWALLS BOX CULVERTS JUNCTION BOXES PLAN NO. CONC. RE -STEEL CONC. RE -STEEL CONC. RE -STEEL BUILD JUNCTION BOX, X=2'10", YxY =3'0"x3'0" 443-R4 CAST IRON GRATE, TYPE "D" 1 1C BUILD 18"x46' REINF. CONC. SEWER PIPE JUNCTION BOX 30 TO CURB INLET 32 31 BUILD CURB INLET X=4'2", A=4'3", Y=4'0" 443-R4 32 BUILD CURB INLET X=4'10", A=4'3", Y=4'0" 443-R'4 32 BUILD 18"x68' REINF. CONC. SEWER PIPE CURB INLET 32 TO JUNCTION BOX 53 33 BUILD JUNCTION BOX X=4'0", YxY1=2'6"x2'6" (E) BUILD 15"x26' REINF. CONC. SEWER PIPE CURB INLET 36 TO JUNCTION BOX 33 34 BUILD CURB INLET X=4'4", A=2'S", Y=8'0" (E) 35 BUILD CURB INLET X=4'9", A=4'3", Y=4'0" BUILD CURB INLET X=3'8", A=4'3", Y=12'0" 36 BUILD 18"x134' REINF. CONC. SEWER PIPE CURB INLET 35 TO CURB INLET 37 37 BUILD CURB INLET X=4'-9", A=4'3", Y=4'0" 37 BUILD 15"x235' REINF. CONC. SEWER PIPE CURB INLET 31 TO JUNCTION BOX 38 BUILD JUNCTION BOX X=5'0", YxY1=3'0"x3'0" BUILD 18"x44' REINF. CONC. SEWER PIPE JUNCTION BOX 33 TO CURB INLET 34 BUILD 18"x32' REINF. CONC. SEWER PIPE CURB INLET 34 TO CURB INLET 35 8 38 BUILD 18"x72' REINF. CONC. SEWER PIPE CURB INLET 37 TO JUNCTION BOX 38 (E) BUILD 18"x155' REINF. CONC. SEWER PIPE * JUNCTION BOX 38 TO CURB INLET 39 39 40 40 41 41 42 • 0 BUILD CURB INLET X=4'4", A=4'7", Y=12'0" BUILD 18"x295' REINF. CONC. SEWER PIPE CURB INLET 39 TO CURB INLET 42 ' BUILD JUNCTION BOX X=4'3", YxY1=3'0"x3'0" BUILD 18"x125' REINF. CONC. SEWER PIPE JUCNTION BOX 40 TO CURB INLET 41 BUILD CURB INLET X=4'2', A=4'3", Y=12'0" BUILD 18"x68' REINF. CONC. SEWER PIPE CURB INLET 41 TO CURB INLET 42 BUILD CURB INLET X=4"6", A=5'2", Y=8'0" BUILD 24"x145' REINF. CONC. SEWER PIPE CURB INLET 42 TO JUNCTION BOX 43 BUILD JUNCTION BOX X=5'2", YxY1=3'0"x3'0" BUILD 18"x84'`REINF. CONC. SEWER PIPE CONC. COLLAR (STA. 1154+91 - 49' LT.) TO JUNCTION BOX 43 443-R4 443-R4 443-R4 443-R4 443-R4 443-R4 443-R4 443-R4 443-R4 443-R4 443 -R4- 425 -R2 BUILD 24"x330' REINF. CONC. SEWER PIPE 410-R1 JUNCTION BOX 43 TO CONC. FLARED END SECTION 425-R2 (STA. 1158+31 - 36' RT.), 1-2° ELBOW 44 BUILD JUNCTION BOX X=3'0", YxY =3'0"x3'0" CAST IRON GRATE, TYPE "D" 1 BUILD 15"x28' REINF. CONC. SEWER PIPE JUNCTION BOX 44 TO STA. 119+50 - 77' RT. 443-R4 1C 1.59 29 2.86 136 3.14 136 1.67 19 2.87 205 3.10 136 3.96 280 3.10 136 2.37 29 4.41 290 2.10 29 4.19 284 4.01 242 2.43 29 1.65 29 CULVERT ITEMS CONT. GROUP 4 LOCATION 118+20 76' RT. 120+27 74 RT. BUILD 8'x4'x205' CONCRETE BOX CULVERT, FILL = 9' 47' BUILD 36"x64' REINF. CONC. PIPE STA. 121+36 - 55' LT. TO STA. 122+00 - 56' LT. 121+42 71' RT. 123+03 67' RT. 124+39 65' RT. 125+15 64' RT. BUILD JUCTION BOX X=3'0", YxY1=3'0"x3'0" CAST IRON GRATE, TYPE "D" BUILD 15"x24' REINF. CONC. SEWER PIPE JUNCTION BOX 45 TO STA 122+20 - 69' RT. BUILD 8'x4'x162' CONC. BOX CULVERT, FILL = 5' BUILD 8'x4'x76' CONC. BOX CULVERT, FILL = 3' BUILD JUNCTION BOX X=3'0", YxY1=3'0"x3'0" CAST IRON GRATE, TYPE "D" BUILD 15"x110' REINF. CONC. SEWER PIPE JUNCTION BOX 46 TO CONC. FLARED END SECTION (STA. 130+00 = 69' R.T) BUILD CURB INLET X=4'3", A=2'5", Y=12'0" BUILD 15"x18' REINF. CONC. SEWER PIPE CURB INLET 47 TO CONC. FLARED END SECTION (STA. 133 +25 - 50' LT) 48 BUILD CURB INLET X=3'11", A=2'S", Y=12'0" 51 BUILD 15"x52' REINF. CONC. SEWER PIPE CURB INLET 48 TO CURB INLET 47 4 BUILD JUNCTION BOX X=2'6", YxY1=3'0"x3'0" CAST IRON GRATE, TYEP "D" BUILD 18"x52' REINF. CONC. SEWER PIPE JUNCTION BOX 49 TO CONC. FLARED END SECTION (STA. 136+57 - 34' LT.) (F:ED BUILD 18"x12' REINF. CONC. SEWER PIPE CONCRETE COLLAR (STA. 136+69 - 23' RT TO JUCNTION BOX 49 <>. BUILD 15"x388' REINF. CONC. SEWER PIPE CURB INLET 51 TO CURB INLET 35 BUILD CURB INLET X=3'11", A=2'5", Y=12'0" BUILD 15"x56' REINF. CONC. SEWER PIPE CURB INLET 50 TO CURB INLET 51 BUILD CURB INLET X=4'3", A=4'3", Y=12'0" 1 HEADWALLS BOX CULVERTS PLAN NO. CONC. RE -STEEL CONC. RE -STEEL 1104 443-R4 1C 1104 1104 443-R4 1C 410-R1 443-R4 410-R1 443-R4 443-R4 1C 410-R1 425-R2 443-R4 443-R4 155.84 19,434 117.61 14,286 61.64 7,376 INLETS JUNCTION BOXES CONC. RE -STEEL 1.65 1.65 29 29 3.54 261 3.41 259 1.47 29 3.41 259 4.23 284 DEPARTMENT OF ROADS STATE Of NEBRASKA 1M 4 b. /4f(7/77) ?-53 INLETS JUNCTION BOXES CONC. RE -STEEL 1.65 1.65 29 29 3.54 261 3.41 259 1.47 29 3.41 259 4.23 284 DEPARTMENT OF ROADS STATE Of NEBRASKA 1M 4 b. ANNORRISMOSF ELECTRICAL ITEMS GROUP 8B ITEM PULL BOX, »TYPE PB -1 PULL BOX, TYPE PB -2 PULL BOX, TYPE PB -5 TRAFFIC SIGNAL, TYPE TS -1 TRAFFIC SIGNAL, TYPE TS-1LL TRAFFIC SIGNAL, TYPE TS -1L PEDESTRIAN SIGNAL, TYPE PS -1 PEDESTRIAN PUSH BUTTON, TYPE PPB VEHICLE DETECTOR, TYPE TD -3 VEHICLE DETECTOR, TYPE TD -5 STREET LIGHTING UNIT, TYPE SL -A-40-8-0.25 STREET LIGHTING UNIT, TYPE SL -B-40-12-0.25 STREET LIGHTING UNIT, TYPE SL -A-45-6-0.40 STREET LIGHTING UNIT, TYPE SL -A-45-8-0.40 STREET LIGHTING UNIT, TYPE SL -B-45-12-0.40 COMBINATION MAST ARM SIGNAL AND LIGHTING POLE, TYPE CMP -0-12 COMBINATION MAST ARM SIGNAL AND LIGHTING POLE, TYPE CMP -30-12 COMBINATION MAST ARM SIGNAL AND LIGHTING POLE, TYPE CMP -45-12 COMBINATION MAST ARM SIGNAL AND LIGHTING POLE, TYPE CMP -50-12 MAST ARM SIGNAL POLE, TYPE MP -45 LIGHTING CONTROL CENTER, TYPE "R" 1 1/2 -INCH NONMETALLIC CONDUIT 2 -INCH PVC CONDUIT 3 -INCH PVC CONDUIT 1 1/2 -INCH METALLIC CONDUIT 2 -INCH GRS CONDUIT 3 -INCH GRS CONDUIT 1 1/2 -INCH GRS CONDUIT JACKED 5 CONDUCTOR #14 AWG TRAFFIC SIGNAL CABLE 12 CONDUCTOR #14 AWG TRAFFIC SIGNAL CABLE 2 CONDUCTOR DETECTOR LEAD-IN CABLE GROUNDING CONDUCTOR SERVICE CABLE STREET LIGHTING CABLE, NO. 6 BARE STREET LIGHTING CABLE, NO. 6 USE INSTALL TRAFFIC SIGNAL CONTROLLER TYPE TC -170-332 TRAFFIC SIGNAL REMOVAL AT BURLINGTON AVENUE AND US -6 MOBILIZATION QUANTITY UNIT 14.000 8.000 19.000 7.000 2.000 2.000 4.000 4.000 8.000 40.000 1.000 EACH EACH EACH EACH EACH EACH EACH EACH EACH EACH EACH 20.000 EACH 21.000 EACH 7.000 EACH 1.000 EACH 3.000 EACH 1.000 EACH 1.000 EACH 1.000 EACH 1.000 EACH 4.000 EACH 9183.000 LIN FT 1156.000 LIN FT 35.000 LIN FT 2285.000 LIN FT 842.000 LIN FT 169.000 LIN FT 70.000 LIN FT 281.000 LIN FT 552.000 LIN FT 3308.000 403.000 440.000 11538.000 23076.000 1.000 LIN FT LIN FT LIN FT LIN FT LIN FT EACH 1.000 EACH 1.000 LUMPSUM SUMMARY OF QUANTITIES SUMMARY OF QUANTITIES AND LOCATION OF SURFACED ' ASPHALTIC CONCRETE, TYPE � 2 A ON PREPARED SUBGRADE DRIVEWAYS P_ Project QJ I L ' R J oY Cu. Greve) '4,Y).Q Yds. Crushed Rock STATION SIDE FEET FEET W FEET L DEGREE L. AREA SQUARE YARDS TONS ASPHALTIC CONCRETE TYPE OF PREPARATION CUBIC YARDS GRAVEL CRUSHED ROCK 1113+03 RT. 20 30 -- 90 85.74 38 -- 1124+34 LT. See Plan Sh_=et 90 62.00 27 -- 1157+85 1157+85 RT. 20 24 -- 90 72.41 32 -- 118+75 RT. 30 24 60 90 282.92 124 -- 121+74 RT. 15 16 48 90 122.73 54 -- 122+79 RT. 15 22 51 90 172.06 75 -- 128+59 LT. 15 40 18 90 157.40 69 -- 136+85 RT. 15 32 -- 90 64.06 28 -- t. t:.: a FCCa 14 nil 23.24 1 1 Renae Lane 1111*1■■11 11 ■ . DETOUR ■ mil S:2 28t c• ct,W " 3a 4-■ • ■ ••.11....mumiii 1 F St ill..1.1111111•111111•"1 - - -. Paul St III 11 LtsM Q 0 K St BI▪ ¢ ■ N ' ■ a MIDWDEMI Denver Ave m S• Q (41 0 2 Kent St 13 18 • HASTINGS AREA ADAMS COUNTY NEBRASKA 1981 DEPARTMENT OF ROADS STATE OF NEBRASKA 1M S E.� f -6-4P107) 7' V� DEPARTMENT OF ROADS STATE OF NEBRASKA 1M S E.� 1100 5 1110 5 1120 5 1 F-6-4(1007) C.N. 40741A PROJECT NO SHEET NO 24 *101.11100‘att—irkt t 4444 4.0,44 h ,o,hrt.r ,C.t. ,, t>v'I ka 4 ; rt.4� Y .eawa�sar�^ ew.4ae+awa ma¢x..oee»new+w� s'ec"�e.xwv e.aea�.wea�es�c. .e-vow**W.. — y,hi4c »aF^"•t ^ $a..41^^ar .•..' ..' . , ...awskw,.;,,aeoav s�'a�wo-aroee. a v�n.so- }.,}gp^,'X'^^'a : "� "0"0" MVIlr1!! '.. _ �ayrq•iey Y'sox rae�wwm--�eP^^^?�'�^>`� 3w�.4q�aur,BaweMe^_e++wae0.y"s"r%Mr'tl�N^oy�trirw"_W'�y' 3�L'oi..1�..5 eMeKy--awt Y'•-amo.-r.Wan. BURLINGTON AVE. WEST ADAMS COUNTY ..i.:wat sMYMii� • !p5 Z9 Fye %•* 1.` 4iiN:�.�":.. STATE OF NEBRASKA DEPARTMENT OF ROADS AERIAL PHOTOGRAPHY DATE 3 NOV 87 FLIGHT NO. 6177 = SCALE I " = 100' (APPROX) 1130 5 '111111111111111MINONIMMIW, 1140 5 1150 5 C.N. 40741A 1160 r4xA.10.,' h* fted gym.. rg 4r*' '.?".61•Itirt""..07;...4..."' 1, ..0`...• ....v. -.4•011,42.r...4 . •......."......i40.` ••••-•-•—',. 4,.4. 2.4,4444£ 44,4.444"6111,414....' . . , '',040414404& ,'... yr 4. . .r* ''''''''''''' ''' .."""r ''...".. 4"*".." ....""."4""".7".'"r"...."'""":"r7; 1 • . I; ... .,•:•,..:.,:' „.,i..... !,<::':...:,.*ova''.. ......,-.." :4—,,..,---,.' ..: -4.--..„...-4......,* Z. ."—.— ...—or,........,. ....-4-....,,,•'.'''' ..,i, or. „..-........,...........„, . . -.... 444...Y....1......i.t.":4.4.•6*1•;....f..44114r.` ....•••.,.4.• . .....i...., -;.....t..............1 • 4.a...........4.. , ..' ' 1.* 0- ' , .4 • or • • `. ••••-•' • "4 -44 ' 410"-:40.110,• ,....e41.•••••• - • • • „ , 1"4*".1"." • . • , .."*"."":"',1"0"*".""^"""' - Almice•iN....4".., • 01.0."4":•••••••• "•410"`",,.!!""'" .i.„,...... -.... .4- .1r ..........,* ....,.,v,, 1ttlir*Air, - „ rl. . , • 11 4,0': ' „;$Act -:73.1-,,,, ,'N'I-1, •.' -.,,.',.t, , :.1-`..•.1.-,'-,-,11-i..f..-,t,:..,,,,.,' -. '-„',; •-,t4it.1;:;*,,,4.4.,::- ;$ \''''',.,i,.. .', i.:?'... '.'.?'":',i''''f'•••1''.' ';,'• 4. :''' t'-.1?' '' . !..:..,' " , ,. .*, • t '..,,,tk: ..,,, t .i,} 4^‘S' , 01.. .• ',,,, , ,t ,y.;„ 1A.,i,j,,r,,.4 ,.,1",..,,t1, :':,.:•'''...r ,. :,. -• ,, , ir, i. .. r,, f..... , , ".',' ".• ,.--„,•• ., . ! " ,,, ''.. ' ' Ts, • :-.....0'.'M ,- ;,, T'"' ...;` t; ''tk. ''''X'i ' ''',f. ._ ,,.."'.;,';.; "' '''' ' qr % 1' '',"•;''''....".;'"VC% : k '..."'.'"' t,' i.1":g'",:"" , : :1 '.. ;;.',."."," 7, ,;....',Z....t ,..••••, '.1'.„4,.$,, •ri,5,-41,•:>•,; , ...•L. 4. .,,,,,r1.''. ',3:,', .1: -.,,;?1•,s, • ,,', 4' '''.'‘"A. i'''.1,• . , I. 0-...' ' ''',',A: ,..`,'"' . n,. ,--,,i.'>;!...:.," , •...•. : '... ,,A..0:', ,,',..,„...„;., i., ,. . 1, ,:' .. -,,,,, - • - • STATE OF NEBRASKA, DEPARTMENT OF ROADS AERIAL PHOTOGRAPHY DATE 3 NOV 88 FLIGHT NO. 6177 Pois;;;;Pb, SCALE 1u=100' (APPROX.) 1130 5 1140 5 1150 5 PROJECT NO SHEET N (1007) 2Z C.N. 40741A 1160 • STATE OF NEBRASKA DEPARTMENT OF ROADS AERIAL PHOTOGRAPHY DATE 3 NOV 88 FLIGHT NO. 6177 SCALE I = 1001 (APPROX. ) 10_0 5 110 5 120 PROJECT NO. F-6-4(1007) SHEET NO 243 C.N. 40741A STATE OF NEBRASKA DEPARTMENT OF ROADS AERIAL PHOTOGRAPHY DATE 3NOV 87 FLIGHT NO. 617 7 SCALE i"= I00' (APPROX) 1120 ,r 00 e,10$r o0e0 1130 1140 1150 1160 4 gmA wrA Fr AN/ A drA rAl' A or ' -41 #AF 4F -Ager/- ,AOr 447011y, 130 120 Th ( 130 120 1120 • • • • 0:1 • 11 1130 PHASE 1 CONSTRUCTION STAGE 1 STAGE 2 "H" STREET 1140 (DETOUR ROUTE) IAIwI/ IL0%W/ `i.aiArAma.iAlIr spr�A�►�wfi �Aw` ►iiWAgif ior Aw 7.41r r r -- PHASE 2 CONSTRUCTION STAGE 1 STAGE 2 BURLINGTON AVE. 1150 HASTINGS (/007) /V/ C N 4074/4 REMOVE ASPHALT SURFACE STATION TO STATION SIDE SO. YDS. F, 4/V, kC /N AVE, J " sr -74" Sr Lt Rt 4622 "1 -/ii ST , 5URL//V6TON Avg.- HAST/NGS AVE. L f ' Rt /9/4 *Sy Co/d M////r79, Coss 3 BUILD ASPHALTIC CONCRETE 'PAVEMENT STATION TO STATION SIDE FRANKL/A/AVE , :/"ST-f�''ST Lt0Ff "1--/"57, BURL/NGTON AVE.- HASTIIVGS,4VE .L t. Rt 1160 "J" STREET, PROJECT PHASING 0 P I. STA. 20.0' LT. STA. I I I2 +00 OP.I. STA. 34.0' LT. STA.II15+00 OP I. STA. 34.0' LT. STA. 1120+ 63 P.I. STA. 34.0 LT. STA.1121+40 P 1. STA. 34.0' LT. STA. 1127+ 00 O O 10 12 5 1120 P.I. STA. 29.0' LT. STA. 1134 +00 P.I. STA. 24.0' LT. STA. 1134+70 P.I. STA. 24.0' LT. STA. 11441-00 P I. STA. 24.0' LT. STA. 1149t 30 P. I. STA. 24.0' LT. STA. 1154+29 OP.I. STA. 29.0' LT. STA. 1128+00 13 P. I. STA. 24.0' LT. STA. 1154+ 90 OP I. STA. 100.0 RT. STA. 1125+00 = 52°00'00" LT. D = 38°45' 00" T=72.12' L=134.19' R=147.86' PC. STA. 144.4' RT, STA. 1124+ 43.2 P.T. STA. 27.9' RT. STA. 1125+00 14 P I. STA. 24.0' LT. STA. 1159+00 NOTE: GEOMETRICS TAKEN FROM SURVEYED c_ 5 1140 0 0 ro If) 5 1430 5 1150 BUILD ASPHALTIC CONCRETE PAVEMENT STATION TO STATION SIDE 1112+00 - 1120+63 LT. 1121+40 - 1134+00 LT, 1134+ 70 - 1144+ 00 LT. 1149+30 - H54+ 29 LT. 1154+90 - 1159+00 LT. 126+ 70 - 1125+ 00 RT. *TEMPORARY (PHASE I CONSTRUCTION) REMOVE ASPHALT SURFACE STATION TO STATION SIDE SQ. YDS. 1112+00 - 1120+63 LT. 1876 1121+40 - 1134+00 LT. 1599 1134+70 - 1144+00 LT. 1240 1149+30 - 1154+29 LT. 665 1154+90 - 1159+00 LT. 547 126+70 - 1125+00 RT. 681 *TEMPORARY 5 1160 PROJECT NO SHEET NO. F-6-4(1007) Z/V2 C.N. 40741A PHASING CO W W 310 W 0 0 MC V W O W 3 2 LL J J F N d Q s NOTE BOOK K) 0 z w 0 0 N z L] Q W ,r G 0 W W z 0 = O Q W G z >' Wo u I— cccoa�eaoc J OC1- ,, O. o m N W J LL O CC 3_ NOTE BOOK FED. ROAD DIV. N0. STATE FED. AID PRIM. NO. SHEET NO. • Sec. 14- T7N-RIOW HASTINGS NPP •� N.T.P. o �•.�� Sec. 13-T7N-RIOW 7 NEBR. F-6-4(1007) 3 N C.N.C.N.40741A THE LOCATIONS OF ALL AERIAL AND UNDERGROUND UTILITY FACILITIES MAY NOT BE INDICATED IN THESE PLANS. UNDERGROUND UTILITIES, WHETHER INDICATED OR NOT WILL BE LOCATED AND FLAGGED BY THE UTILITIES AT THE REQUEST OF THE CONTRACTOR. NO EXCAVATION WILL BE PERMITTED IN THE AREA OF UNDERGROUND UTILITY FACILITIES UNTIL ALL SUCH FACILITIES HAVE BEEN LOCATED AND IDENTIFIED TO THE SATISFACTION OF ALL PARTIES. THE EXCAVATION MUST BE ACCOMPLISHED WITH EXTREME CARE IN ORDER TO AVOID ANY POSSIBILITY OF DAMAGE TO THE UTILITY FACILITY. c0 N P. P to.cc +6 _ M in N - 1, u) (512i/that ) t3,986 ` CU. YDS EARTHWORK MEASURED IN OF WHICH 60,611 CU. YDS. SHALL BE EXCAVATED AS SHOWN IN THE CROSS SECTIONS THE CONTRACTOR WILL BE REQUIRED TO FURNISH WASTE AREAS FOR EXCESS EXCAVATION ON THIS PROJECT. .0 4=2 NII _ o/ a _ 1rveyed c T �-0�5 , nEMBANKMENT 3 = T ,'' Z3� o_ a (1) (9' L=22 �M THE CONTRACTOR WILL NOT BE REQUIRED TO FURNISH BORROW ON THIS PROJECT. THE CONTRACTOR MAY OBTAIN MATERIAL FOR SHOULDER CONSTRUCTION FROM EXCESS EXCAVATION. in pa ♦ .57' 0 o f� = 4158.3.' + CA _ a > NM cnN o Surveyed �� (n Z 0 Asph. Surf. m 8 0 Ci Sec. 23-T7N-RIOW V I Sec. 24-T7N-RIOW .lam N. =�■ �� �� - -= �_��■= ■����� fir- _ ■� ■-i■�1•�� ■11 ■1-�� r.W1s- = •�:J ■1= ��■■II�= M'MIl �� =�� � W . 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Pole w ca m I Surveyed '; Shiffed - s O vv)) a J O 0 W W big W W W V F a W 0 0 C7 4ic 0 0 w zO V 1 kr>� (5h"ffedE) Az O'34'/"L. f. kiQk 13= T /04247' SEC. 24-T 7 N - R 10 W 'ICS%l�lu=�l!Ji%IJJ�fi�.11111 ���� ��»��T�».. .!1�11� �s�.� BMW; iA�':��'�/L'r1» IMMO RO AN I%41,7A :.7�alrF./I/Y�Cii" �lyf�//� `tom y� �.•'r6.J/J_%/I.IR%/.� ssi�r .v �-�r.� w 0 0 W � Q W H = V O !W{�V)la 4o2 cc O 3i V)d 0m W -J LL O cc 0 NOTE BOOK 0 0 N 1- z W 0 tc H ./(9 W Q 14) 0 0 W 0 V) d 00 W W 0 V W W S 0 0 H b. W �LL 0 0 C7 ic NOTE BOOK w 0 0 \‘‘ 0 U H O w 1— efe z CC N w -J O IC 0 NOTE BOOK FED. ROAD DIV. NO. STATE FED. AID PROD. NO. SHEET NO. T NEBR. F-6-4(1007) 7 r HASTINGS Jr _ 11 IliC.J Q O E O 47 (J SEC. 14-T 7 N -R 10 W N.eP • • -(N1 N 0 O tiup re o it) (n 14.) 4 ,� N.PP ce C.N. 40741A N LI. Pole 1 I • O N 0 c� 0 c,) I 1 Baltimore Ave. ate. 1 1 I NPP D 0 N fn _ a Cn I - 0 0 Co Ct. 0 U m 0 0 1] N. P.P. p,, (o°) `'o N. Pia e P 24' Asph. a —SS S EC. I3 -T 7 N- R 10 W 0 'RE , .,_ .FP _ - MEIIIIIIIIIIIII =BMW 2 M•inumpplummusw..... 6111i r i'/411rr Il�lir. a- ME REIMEMEMIM� . ,. farn i..... as ....... ______,_z::#__ _5162______Z ME Ill IN OE d IN ,,,,/_z ,,L., rioldSIV .41/41/ WI TN In rikrapa AG III II 111 ►t 111111111,r* umm iii► iI Nara NENE M av- err- it : = 111211 tar ii _iii MIMS T _Lgt 1116116. _ ..------- IIIII VW aliq/% - a f - - 1 El min mini 1 I -------- --- /.9f? .__ ___ ___ ____ it Mr Ell=Aril Ill& tll MEN II /' V II ..Ili J o - MIMI DDD .,•� el lia MN t, IliVil on siosolatom lam• ,mite ,1.1.1. • yam. \N M ILIMINIIii - MI SEMI MINELMOIL ` 9 /2 / 2 3 5 7 4 -J o O m w z z w d 0 W -J LL O o a. FED. ROAD DIV. NO. STATE FED. AID PRDJ. NO. SHEET NO. 7 NEBR. F-6-4(1007) AQ + HASTINGS SEC. 24-T 7 N -R IO W i C.N. 40741A Bldg. Trailer ii qj 1 N. - C O a ` 161jQ lal ; O N (,) Dr c c ifted 1 _ Surveyed Q 208+00 C B M M QD LO -{. -i- (4/'") - • X a m N 'd' -. m -ID � ©d 1 1 b 1 1 1 1 1 1 I 4' c.C .4.r, I 1 � o . O o L + O U d n CC = O;iC COnC, a v cV a- I- z n 0 . d ) �0' D 4 P 1 �� ^l.�nre<i off Post 'i A2 0 I r grass Cap r ;; rC. r .0 Bass Cop c.? c; SEC. 24-T 7 N - R IO W *:. Vic. E= ,st "O (Brass in C' n;. s Cap in Conc. 11111111111111.=, IWIIIIIII, 0 iip _._. iorimiwritz, -e-zoo- ,r f iiil_ , 4; _ MM. Emi ERUMMI MENEM _ EMEMEmm_. _. M IWIE IIMI, WAN IV rEll triWir L. Matililij ONNII11111111111.111 _. _.= 111114iUME _. ME ERWIN EN ME MEE MIME • MEE IIIIIm _. mmrim _. _. = MENNE" -- MENE no .. ____ NE MI ME MI . mom ass,xtrow.,..,r1nummo __ mim. =ii EMMEN MENNEN. _________EN____E __,_____ ____ in Emwt =elliniMal ________. ______ ewev//ssiirer NM .. ____ , _ . imilM - Emmar//'�IrIJ"I� = El ME . . ENE MEE IN M - ice -MIMI Adralll ! - II _ NM= ME II =____E _________ MEM =ME ME Et IMMILIPliiri ME ME ME-mimm rim !dm_N�/.�/1/I.` M ...MEM IN slom, i?.�J1----. IMIEMINI__. ___ __ _MEM ....x.1 11.11111111 ■ II II II 1���III WIIMI MOM IM 111111101111 1111111111111 In __ ___ _- ___ _I. -t = Milirl MI I Mil /900 ____ _ 111111111 MI IIMIN - --- _ ,_ _ _ __ _. _ ---- - - ---- -- I 11 ■ i� y /1410 • I. 1111WEIMEN itEPE EN En Sil m hiaii iio lEallin. _ IWI MI IIIIMILMM MENNEN IN sums MMIMilli =Mil= MEIMEN EMI I/ IMO we M1111111117411 III 0 t1 --_-immommommi __. _ _ - --_; -.. I_ �_ - - -_-- _-- _ --- — __ __._ __. __- .__._ ---__ ____ __. _ _. _._ _.__ _ ____ __. _ _ _ = Yil ilii �� \. ---- -_ _ �_ -- - - - - - =i= ,,PIII Elm= KIIIIIIIIIII MI — _ VW IN MIIIIIM wilEin. am 1.1111K.Iiiii�■�■Il�r�li all ��■ r. M mom ......M; li I■�■■ �I��■�.■ ��I II�� �I■� � _. �I■�■ .�r�..211.��■■ ■ �I ■�tN■�r 7 . 2/l.: F-6-40007) Z SEC.13-T 7 N -R 10 W HASTINGS Conc. Dr. 0 0 N v o - N 0 a NPP House SEC. 13 Face of LP w a --sween. inswinirim wonirommw...unnam �� ►i%A►i1I�%/ice IG 111119 Arowe 71172.Id1 avarto. ! �r7 ---- ----- ��� 14=0 eir4 farrip oti I " 4 MINUM111 111 IMM IRAMENIEVIA MEM= BM Mal EWE MEMEMUMEMI. nmemmiommumm remmissmi o m N z O Q w Y G 0 V = H w w0 z = cc o oc yds m # 0 0 0 0 z Sec. 14-T7N- RIOW HASTINGS SHEET NO. /3 C.N.4074IA P.I. 34.0' LT. STA. 1117+90.0 NO CURVE 180' R.P. 136.3' RT. STA. 1118+99.2 = 201.0' LT. STA. 130+61.7 P.C.C. 81.8' RT. STA. 1120+70.7 = 30.0' LT. STA. 131+17.9 10 2' R.P. 6.0' LT. STA. 1120+51.0 11 4' R.P. 83.0' RT. STA. 1120+66.9 = 33.8' LT. STA. 131+16.6 © 15' R.P. 49.0' RT. STA. 1118+31 15' R.P. 49.0' RT. STA. 1119+01 0 2' R.P. 6.0' LT. STA. 1119+26.0 180' R.P. 214.0' RT. STA. 1119+76.1 = 123.3' LT. STA. 129+84.8 P.C.C. 43.0' RT. STA. 1120+32.3 = 68.8' LT. STA. 131+56.3 2' R.P. 2.0' LT; STA. 131+45.0 16 2' R.P. 40.0' RT. STA. 1121+50.9 17 50' R.P. 84.0' LT. STA. 1121+77.9 = 76.0' RT. STA. 132+84.3 18 78' R.P. 100.0' RT. STA. 1122+03.8 = 103.0' RT. STA. 131+00.7 60'11.P. 100.0' RT. STA. 1120+13.6 = 87.0' LT. STA. 130+99.1 60' R.P. 104.0' RT. STA. 1122+03.8 = 103.0' RT. STA. 130+96.7 9 50' R.P. 84.0' LT. STA. 1120+26.2 = 76.0' LT. STA. 132+83.5 2' R.P. 6.0' RT. STA. 1121+52.0 20 180' R.P. 217.0' RT. STA. 130+59.3 = 142.3' RT. STA. 1123+17.5 P.C.C. 46.0' RT. STA. 131+15.5 = 84.9' RT. STA. 1121+46.9 Asp h. Parking Lot -STM - ewer L ine Building Sec. 13 -T7N - R IOW Building Asph. Parking Lot Gas Line 10" Sewer Line Surveyed 1' Shifted 180' R.P. 214.0' RT. STA. 1122+51.8 = 151.7' RT. STA. 129+87.1 P.C.C. 49.0' RT. STA. 1121+79.8 = 78.6' RT. STA. 131+51.6 P.T. 36.8' RT. STA. 1122+19.9 = 118.6' RT. STA. 131+64.0 2 75' R.P. 109.0' RT. STA. 1122+51.8 = 151.0' RT. STA. 130+92.1 P.C. 40.8' RT. STA. 1122+20.6 = 119.3' RT. STA. 131+60.1 O5' R.P. 39.0' LT. STA. 1125+55.1 O8' R.P. 41.9' LT. STA. 1126+06.6 P.I. 30.6' LT. STA. 1127+11.8 L= 3°50'05.3" LT. D = 1°43'11.3" R = 3,331.51' T = 111.53' P.R.C. 34.0' LT STA. 1125+99.6 P.T. 32.0' LT. STA. 1128+24.1 2' R.P. 6.0' RT. STA. 1123+75.0 O15' R.P. 49.0' LT. STA. 1124+00.0 P.T. 43.0' LT. STA. 1124+14.0 9 .P.I. 33.4' RT. STA. 1127+11.8 L= 1°47'38.6" LT. D = 0°47'35.5" R = 7,223.35' T = 113.10' P.R.C. 34.0' RT. STA. 1125+99.6 P.T. 32.0' RT. STA. 1128+24.1 5' R.P. 39.0' LT. STA. 1124+61.8 P.C. 42.6' LT. STA. 1124+58.3 Sec. 24- T 7N • R IOW OD N .11111.0 J 0 3 co M N 0 0' Cr) N m 0' Building 90' 0 N co M Building M'- N 00 -o O ro 01/101. 1111110 Building 0 ro -' Sec. I3-T7N- RIOW O O 0 ti N (o CO N + +®l N ti Building HASTINGS 20' 10' N I) Y 0 3 • Asph. Parking Lot M ro O + co 0 N CO 4- 0 AC A. 0. Cr) J 0 c 0 0 �a N - O M 50' 3' Walk rOn co m 0 ti 0' O L 0 O 0 mo coo+ 0 O X01 0 + mro 70' qtr oar.. 2 + co ti 62' (0 m > x c+ _ o O o• - O O 0 x m Q\ o �I 0- V 4) op y Ico 0 Line o - L Mo ewer Lin_�•/ "' A� _ 4e4m011minimlintir //.Z IIIter/ •.� i��' -`��, 0 O m 3 m c v 0 3 N 7' Walk Asph. Parking Lot PROJECT NO. SHEET NO. 4 0007) /5 C.N. 407414 M + O Filler Pipes For Underground Gas Tanks c0 O (0 m 0' / Asph. Parking 0 Conc. Slab 0 M 0 u� + 4' Gas Pump Island 0 J (1) 0 10" Sewer Line o,S T M -00 0' n• o� 6/ 60( Sur Shift 1 " Water Lino F G I Lip G 0' + 15' R.P. 47.0' LT. STA. 1127+95.5 P.T. 43.0' LT. STA. 1128+10 15' R.P. 47.0' LT. STA. 1128+54.5 P.C. 43.0' LT. STA. 1128+40 15' R.P. 47.0' LT. STA. 1128+50.5 P.T. 43.0' LT. STA. 1128+65 15' R.P. 47.0' LT. STA. 1129+09.5 P.C. 43.0' LT. STA. 1128+95 15' R.P. 47.0' LT. STA. 1129+24.5 P.T. 43.0' LT. STA. 1129+39 CD15' R.P. 47.0' LT. STA. 1129+93.5 P.C. 43.0' LT. STA. 1129+79 1 C; C� c� 10 11 30' R.P. 62.0' LT. STA. 1130+57.8 P.T. 43.0' LT. STA. 1130+81.0 30' R.P. 62.0' LT. STA. 1131+36.2 P.T. 43.0' LT. STA. 1132+13 15' R.P. 47.0' LT. STA. 1131+80.5 P.T. 43.0' LT. STA. 1131+95 15' R.P. 47.0' LT. STA. 1132+59.5 P.C. 43.0' LT. STA. 1132+45 15' R.P. 47.0' RT. STA. 1131+25.0 12 15' R.P. 47.0' RT. STA. 1131+93.0 + Sec. 24- T7N -R IOW 0 + 0 0 0 0 0, r J • • 0 N L m co 0 1- 0 to m - N N 1 a -d O 00 11). IA 0 0 IA 7-0 . tf () N N WO O ao m tO+ 0 0' 0 N M 0 0o + 4. GEOMETRICS & GRADES C ) (G ) C * ) 0 D J 0 0. u-, 10" Sewer Line •o M a 11 0 b. 0 O ( ti t() t 2' Walk ,, 0 ti + I - --- - ----1-1-- II 1� I(, w 0 +10'x30' Sign C7_ Conc. Curt O to o) - N d m 2 to + 1- ▪ �t 0 a1 0 1 11 \\ `1 1 111 11 1.1 4\ \ Conc. Drive 11 11 \'O. R.C. + 18"x30. R.0 • N + Cr M + -0 M in O c ti v Gas Station 34' Walk 0 0 Gas Island c, (D + ti + sr cn N CD O cl J ir) (0 N co it) (0 0) -o N .} m0 D o M 0 crop 10'x 30' Sign co 1 � M 36' Conc. Curb Gas Island Gas Pump Island O M (0 + Conc. Drive 1: --STM STM--- -- + a> to 0 CO 0' to 0' m Icn+ l • M Sec. 13-T7N -RIOW to a, t 0 d' Building 16' i0 0" c 0) M N 0 O co `" HASTINGS 1 ti r M Q + M M 3'xI8'Gas Island N +� 0 N� -4- In Oof Loa - 77_ - - Conc. Slab + • 34x18' Gas Island C T / c0 sr c0 O 14 0 CO 0 2 N rn sr M a) Building PROJECT NO. FG -4 (/007) 0 SI - CD Sr 7 0 r- 0. -sr cr 0 0) U 0 0 • S --STM SHEET NO. /G C.N.40741A claW 'Jaw SE ',4KREvAmleJmmimPrAsiiiiiilIlMIIIIVA11IIIIINII.PFAIII.IIIIr7 -a r rn i STM N all 0 S i rJ- � � .y, t�,, �/1, Asp h. Su � a, ^. i�. tAIMIIWallMIW, ° W . _- - - - , minizO' - - --- - a�_�s __ T1 , , ON W r -,10oN1NL)--- °O ii; + 1 I di/ 0 i 1(1/ # N i 03 1 iF+t�r-1 30"x58' R.C.P. 0 to 0 Trailer Sale Parking Area 2' Walk 3 + + 2' Walk EIII30' R.P. 62.0' LT. STA. 1133+86.0 O15' R.P. 132.0' LT. STA. 1134+01.0 O15' R.P. 72.0' LT. STA. 1134+01.0 2' Wal k 40' 40' 0 3 4 N _O - -. 0 CP t M M r- 0' NIO�I N R.C.P. v a'Grass Island ^i__ A rn W \71 _ 7 1 so cp d-- N _ - M c N a 8��X74' R.0 P._==___� --_- - -_ __-__-- c ..- „-,O o,0 0 (1) + o M N • 12"x 1001 C. M. P. to + m rn' + 0 + • U 15' R.P. 42.0' LT. STA. 1134+65.0 O15' R.P. 72.0' LT. STA. 1134+65.0 O30' R.P. 62.0' LT. STA. 1134+80.0 ( 7) 30' R.P. 62.0' RT. STA. 1136+02.0 0 O 10 M 0) v CO 0 0 0 Parking Lot a0 O a n tow iz s r. 7' R.P. 39.0' LT. STA. 1136+29.0 P.T. 43.3' LT. STA. 1136+34.5 15' R.P. 47.04 LT. STA. 1136+98.1 P.C. 43.0' LT. STA. 1136+83.6 30' R.P. 62.0' RT. STA. 1136+98.0 15' R.P. 47.0' RT. STA. 1137+23.3 P.T. 44.0' RT. STA. 1137+38.0 13 6 Service Station d d- Conf. Drive Vi r M1 0, ++ Con c Sia b N a) ti N 0 M ti 15' R.P. 47.0' LT. STA. 1138+00.5 P.T. 43.0' LT. STA. 1138+15.0 15' R.P. 47.0' RT. STA. 1137+82.7 P.C. 44.0' RT. STA. 1137+68.0 15' R.P. 47.0' LT. STA. 1138+69.5. P.C. 43.0' LT. STA. 1138+55.0 Sec. 2 4 - T 7 N - R 10 W 16 17 M co - co + 15' R.P. 47.0' RT. STA. 1139+22.3 P.T. 44.0' RT. STA. 1139+37.0 15' R.P. 47.0' RT. STA. 11'39+81.7 P.C. 44.0' RT. STA. 1139+67.0 15' R.P. 47.0' LT. STA. 1139+85.5 P.T. 43.0' LT. STA. 1140+00.0 _co 0 0 0 0 sr �z' N- 0 0 M Sury Shif 6" Water Li O 6 Gale--- N 1211x 104 C. M. P. C+ Conc. Drize to (✓�_ N + 0 t7 J w a 177 Wi) co co 3'x I2' Conc. Island C ) -r 0) + cu(0 Building ti (0 In 0 O as Shutoff • GEOMETRICS & GRADES Asph. Parking Lot I / 0 CO STM - 10 Sewer Line Asph. Parking Lot N d - 0 O Iffil01.1.1:1AMME11. M O + M N N Sec.13-T7N-RIOW cr r + HASTINGS Motel Canopy 0 N • O a + 1' a) N o a+ 24' ro o • OM u- co + OCT'0 c] jn -r- 0 M co Motel ti N 0 0+ (0 In (0 N + o) 0 6 x X N 0) N CO st 4- 0 - + c• - • c I v MWNW or N L rob M + to co 0 3 M Restaurant a Lounge 70' PROJECT NO. SHEET NO. F -G -¢ (/007 /7 0 N 7' Walk -CO N Asph. Parking Lot (0 c N p. OY V7 , 18 0 N (N'I S T M CJ as . .,a er mew # ��tr, Asph. Sur 016 1 1 N STM -co 10" Sewer Line Surveyed" re) N C.N. 40741A 6" Gas Line y (r) - N N / o M 0 -o ie) r ater Line M O A ) I • iW1 V .�Y W G- CO N 0 ") N x O 0 Conc. Surf. rn / In 0 M a 0 CO tt 6" Water Line Ci - 0 0 .c N a)I+ OI Retaining all W STM LL + uonc. urive 0 0 0 O Motel cr N 0 M + C3 8' Building 0 3 N N + Nr + c co ao d U c 0 U CO + 12' 12' co Motel _0 N N 2' Walk N co "No 2' Walk M + cr + u7 O Used Car Lot (0 + y + N + 0 G P.C. 43.0' LT. STA. 11,40+30.0 P.T. 43.0' LT. STA. 1141+28.9 15' R.P. 47.0' RT. STA. 1141+14.2 P.T. 44.0' RT. STA. 1141+28.9 15' R.P. 47.0' LT. STA. 1141+73.3 P.C. 43.0' LT. STA. 1141+58.9 NO CURVE Sec. 24 - T 7 N - R 10 W NO CURVE 15' R.P. 47.0' RT. STA. 1141+73.3 P.C. 44.0' RT. STA. 1141+58.9 15' R.P. 48.0' LT. STA. 1142+40.9 P.T. 43.0' LT. STA. 1142+55.0 15' R.P. 48.1' RT. STA. 1142+44.0 15' R.P. 48.9' LT. STA. 1142+98.8 P.C. 43.0' LT. STA. 1142+85.0 P.I. 34.0' LT. STA. 1143+04.2 NO CURVE NO CURVE 15' R.P. 49.0' RT. STA. 1143+53 t0 + 15' R.P. 49.0' RT. STA. 1144+23 0 2' R.P. 6.0' LT. STA. 1144+70.0 0 15' R.P. 49.0' LT. STA. 1144+73.4 07) PROJECT NO. SHEET NO. Sec.13-T7N-RIOW HASTINGS C. N.4074 IA Conc. Slab Building 415' Walk Drive Gravel Surveyed Gas Line ump Island Asp h. S.irf. lier Pipes 7 m Building Building Conc. Slab Conc. Slab 180' R.P. 142.9' LT. STA. 1145+36.5 = 224.0' LT. STA. 209+31.7 P.C.C. 83.7' LT. STA. 1147+05.6 = 53.4' LT. STA. 208+74.3 180' R.P. 214.0' LT. STA. 1146+07.5 = 152.6' LT. STA. 210+03.7 P.C.C. 43.4' LT. STA. 1146+64.9 = 93.7' LT. STA. 208+33.6 65' R.P. AND 87' R.P. 105.0' LT. STA. 1146+44.2 115.0' LT. STA. 208+95.0 15' R.P. 49.0' RT. STA. 1145+93.5 P.T. 45.0' RT. STA. 1146+08.0 15' R.P. 49.0' RT. STA. 1146+52.5 P.C. 45.0' RT. STA. 1146+38.0 50' R.P. 84.0' RT. STA. 1146+80.0 2' R.P. 6.0' LT. STA. 1146+95.0 0 2' R.P. 38.0' LT. STA. 1147+02.7 2' R.P. 36.0' LT. STA. 208+54.0 10 2' R.P. 38.0' LT. STA. 1147+22.6 = 36.0' LT. STA. 208+28.7 11 2' R.P. 4.0' L.T. STA. 208+48.0 12 2' R:P. 6.0' RT. STA. 1148+00.0 13 50' R.P. 84.0' RT. STA. 1148+16.0 180' R.P. 214.0' LT. STA. 1148+86.7 = 126.3' RT. STA. 210+06.3 P.C.C. 43.0' LT. STA. 1148+30.5 = 71.8' RT. STA. 208+34.7 180' R.P. 136.3' LT. STA. 1149+63.6 = 204.0' RT. STA. 209+29.4 P.C.C. 81.8' LT. STA. 1147+92.1 = 33.0'' RT. STA. 208+73.2 7' R.P. 41.0' LT. STA. 1150+29.0 P.C. 42.0' LT. STA. 1150+22.1 21 15' R . P. 49.0' RT. STA. 1150+39.5 P.C. 45.0' RT. STA. 1150+25.0 15' R.P. 49.0' RT. STA. 1150+77.0 2' R.P. 6.0' RT. STA. 1149+50.0 P.1. 34.0' LT. STA. 1151+00 NO CURVE 15' R.P. 49.0' RT. STA. 1149+70.6 P.T. 45.0' R T• STA. 1149+85.0 15' R.P. 49.0' LT. STA. 1149+85.0 P.T. 42.0' LT. STA. 1149+98.3 14 60' R.P. 100.0' LT. STA. 1148+49.3 = 90.0' RT. STA. 208+91.9 P.I. 34.0' RT. STA. 1151+00.0 NO CURVE 25 15' R.P. 48.1' RT. STA. 1151+47.0 P.I. 32.0' LT. STA. 1152+00.0 NO CURVE Sec. 24 - T 7 N - R 10 W GEOMETRICS & GRADES N Drive Gravel N x i 1IN 0 Sec. 13 -T7N-RIOW si/ 1"/ Surf. Asph. Surf. Lo 1) I0 0 Surf. 0 X x Lo HASTINGS O O )( + X M M 0 0 0 1% in r,pnr Curf 0 10/ 1 O + Building 0 CV 133 c re) 0' v 16- 0• O .0• 0 0 (D M G — v O + Gas Line 0 ct Sec. 2 4 - T 7 N - R 10 W x J -J (-1) vl"Asph. Surf. to I 0 U) dM 0)0 0(0 0 -I- (,) N 0 m 0' O M 0 0 + Building 0 Conc. S la b 35' 0 N + 0, m + 0 + Pasture 15' R.P. 47.0' RT. STA. 1152+21.0 6' R.P. 38.0` LT. STA. 1152+45.5 P.T. 42.0' LT. STA. 1152+50.0 15' R.P. 47.0' LT. STA. 1152+88.0 P.C. 42.0' LT. STA. 1152+73.9 15' R.P. 47.0' RT. STA. 1152+91.0 O15' R.'. 47.0' RT. STA. 1153+70.0 O30' R.P. 62.0' LT. STA. 1154+15.0 C 0 O 10 11 12 "re)M r. X In Sec. 18-T7N-RIOW Cultivated 0 0 Shifted N 0 0 15' R.P. 47.0' RT. STA. 1154+30.0 POINT 109.0' LT. STA. 1154+45.0 POINT 109.0' LT. STA. 1154+81.0 30' R.P. 62.0' LT. STA. 1155+11.0 20' R.P. 41' RT. STA. 1157+50.5 20' R.P. 39' RT. STA. 1158+15 PROJECT NO, SHEET NO. /9 f-4 067 C.N. 4074 IA 0 0 0 Surveyed Sec. 19-T7N - RIOW 0 0 0 0 r 0) GEOMETRICS & GRADES 01. a0 0) O lr) L() CO N 0 M Cultivated Surveyed Shifted 0 Sec. 18-T7N- RIOW x — x • G \ I { \En j \ cn � o U) N tn M v) 0 0 _M —k N `° HASTINGS Cultivated 0 0 —VY---- _—\ O O N M tV O lV ,D PROJECT NO. • F-6 /007) 10Water Line SHEET NO.j 20 C.N. 40741A X A A u 0 C• a; POINT 24' LT. STA. 1159+00 RT. STA. 1158+99.5 to CO Pasture 0 Posture 0 0 • Sec. 19 -T 7 N - RIO W co 0 -b 1 0 to Pz W ---W W -- ti G G M Asph. Dr. -W G G— M M -G Grass Land W - G- W c0 -G G -W -- ti G Soy Beans 10" Water Line W - 2" Gas Line G - cs co -W SEC. 23 -T 7 N - R 10 W W G- 4" Gas Line G co HASTINGS W 32' tc)120 G W Surveyed CI l fJ n lU Fav 1 W 0 =0G ro_to N M(1) M ZZ Soy Beans W —W G — r• G— - W G PROJECT NO. -6 -4 0o7), SHEET NO. 2/ C.N. 40741A Turning Lane 1 i ti EQ UA.: S to Corn Field SEC.24-T 7 N -R 10 W 0 0 N -0- • C ▪ c 0 0 O 0 15' R.P. 27.0' L.T. STA. 114+22.0 15' R.P. 27.0' LT. STA. 114+92.7 30' R.P. 42.0' RT. STA. 118+30.6 30' R.P. 42.0' RT. STA. 119+16.0 N O 0 a m 0 N — Q7 1 N a t0 .16 0 —a v 0 0 c0 0 f Past. K c0 GEOMETRICS & GRADES 1 w -- G 0 CV N Soy Beans W— W CD G 4"Gas Line G- io to W— — 0 W co ro w - vu- w- W N N 4_0" Water Line_ w_ Grass Land W- - - W — W SEC.23-T 7 N -R 10 W HASTINGS w-- CD CO t 0) o) 0, T N to a Grass Land PROJECT NO. SHEET NO. P6-4(/007) C. N. 40741A 0 0 0 0 1) 1) m O) to t N u) 0 lr N + CO r fK N House I a in I0 M + ..- f 0) + 0 Hwy. No. 281 Asph. Surf. co Smolt Evergreens 1 • 0 CO 0, V' W SEC. 24-T 7 N- R 10 W 0 0, t- c Field Dr. 0 0 Wheat Field 15' R.P. 35.0' LT. STA. 121+33.8 15' R.P. 35.0' LT. STA. 122+03.8 15' R.P. 35.0' RT. STA. 121+48.0 15' R.P. 35.0' RT. STA. 121+94.0 15' R.P. 35.0' RT. STA. 122+51.5 15' R.P. 35.0' RT. STA. 123+03.0 P.I. 12.0' LT. STA. 125+44.6 = 2°58'48.6" LT. D = 2°30' _ R = 2,291.83' T = 59.62': P.C. 12.0' LT. STA. 124+85.0 P. R.C. 15.1' LT. STA. 126+04.1 a) 0 tO • z2 GEOMETRICS & GRADES M ti 0 Edge of Asph. 0 0 SEC.23-T 7 N -R IO -W Asph. Car Lot HASTINGS cn 0 O c .y c o o J 1 o N ti CEJ 1::, .. O 01 q, b C � _ W co a)- ,." o \ \\ N Q o0 CO 0 CO CO 'N h K 0 M Q Wheat Field ro rn o T + to o - + o CO N o N (0 Hwy. No. 281 Asph. Surf. 0 P.I. 11.7' RT. STA. 126+48.2 = 8°08'15.9" RT. D = 2°30' R = 2,291.83' T = 163.03' P.C. 12.0' RT. STA. 124+85.0 P.R.C. 30.6' RT. STA. 128+08.7 22 P.I. 21.6' LT. STA. 127+05.1 = 5°04'17.6" RT. D = 2°30' R = 2,291.83' T = 101.5' P.R.C. 15.1' LT. STA. 126+04.1 P.T. 21.0' LT. STA. 128+04.4 P.I. 37.0' RT. STA. 128+68.9 A = 6°02'46.9" LT. D = 5°00' R = 1,145.92' T = 60.52' P.R.C. 30.6' RT. STA. 128+08.7 P.T. 37.0' RT. STA. 129+29.4 15' R.P. 44.0' LT. STA. 128+24.0 ( 5 j 15' R.P. 44.0' LT. STA. 128+94.0' 2' R.P. 2.0' LT. STA. 130+32.0 Grass Land Grass SEC.24-T7N-R IOW M 40 c J rt 0 U � in LL X N(D in M 4) 0 r o (0 2 +48 Tel. Jct. Box o .0 0 U c - - in- 10 11 N ti 1)) 40' Asph. Dr. G7 0. 0 Q 0 4) •o w w 0 -co r 67 o M f 62-3' Manhole — — ---6 co' Manhole 9B- + 62 H M M PROJECT NO. SHEET NO. /4",-6-d (/9oi)_ Hwy. No. 6 Asph. Surf. SS - C.N. 40741A 4- GEOMETRICS GRADES 1 *IF Hwy. No. 6 Asph. Surf. CO r0 -to 1 / SS 9 3 ..--- -- -W-E- - --------''.- ----1- - 3 - -I- - G - L---- -W - ---0- -- W -0--- - --- - _W ___ . _ 0 36 c0 CV 0) _ s ..- o (0 (.9 (0 0 0 0 0 (/) 0 0 C..9 • Eq Corn Field (f) 1 8" Conc. Ret. Wall 15' R.P. 39.22' RT. STA. 133+38.03 P.C. 24.22' RT. STA. 133+37.53 P.T. 33.75' RT. STA. 133+52.0 15' R.P. 36.94' RT. STA. 134+06.30 P.C. 32.41' RT. STA. 133+92.0 P.T. 21.95' RT. STA. 134+05.80 _45' RP 66.02' LT. STA. 134+34.0 P.C. 21.04' LT. STA. 134+3250 P.T. 66.02' LT. STA 134+79.0 15' R.P. 35.0' RT. STA. 134+64.5 P.C. 200s RT. STA 134+64.0 P.T. 34.5' RT. STA. 134+79.5 0 - - 1) 36 X 94' Conc. Arch Pipe 36 X 94 Conc, Arch Pipe sS" G 41) t - It) -8 44- 0 (r) 0 G 10 G Asph. Surf. Conc. Sidewalk tO SEC.14-T 7 N -R 10 W 15' R.P. 33.0' RT. STA. 135+24.5 P.C. 33.5' RT. STA. 135+09.5 P.T. 18.0'. RT. STA. 135+24.0 PI 18.0' RT. STA. 135+65.0 NO CURVE 50' R.P. 68.0' LT. STA. 135+65.0 P.C. 68.0' LT. STA. 135+15.0 P.T. 18.0' LT. STA. 135+65.0 15' R.P. 27.75' IRT. STA. 136+54.0 P.C. 12.78' RT. STA. 136+53.1 P.T. 27.75' RT. STA. 136+69.0 - - S HASTINGS • t. galti re St. 24' Asph. Surf.- Asph. Surf. Conc. Sidewalk Sherman Service Center • (0 cJ CO SEC. 13 a ro Edge of Asph. CO 0' (0 0 In in 0 ZZ 0 • Corn Field 18"x 214' C.M. PIPE Asph. Surf. • PROJECT NO, SHEET NO. 6 -4 (/o67) co r -0 G • Bernardos Steak House s_ LC) as CO o mb o C. N . 40 7414 GEOMETRICS & GRADES - • • • .• ie..% • -00.. 0.- .. 0;:;9h.V?*%, ‘mmirmummilmemormur SHEET NO. HASTINGS C.N. 4074 IA SEC.I3-T 7 N -R 10 W Asph. Parking Lot Asph. Parking Lot Stairs Cedar Bushes Conc. Block Bldg. Conc. Pave. Grass Conc. ur BailinaJ6n Ave. Conc. Pave. City Park 2' R.P. 4.0' LT. STA. 210+44.7 15' R.P. 59.0' LT. STA. 210+72.5 P.T. 55.0' LT. STA. 210+87.0 15' R.P. 59.0' LT. STA. 211+41.5 P.C. 55.0' LT. STA. 211+27.0 P.I. 44.0' LT. STA. 211+68.3 = 9°15'12.1" RT. D = 16°15' R = 352.59' T = 28.53' P.C. 44.0' LT. STA. 211+39.7 P.R.C. 39.4' LT. STA. 211+96.4 15' R.P. 44.6' LT. STA. 212+73.8 P.C. 42.0' LT. STA. 212+59 P.T. 29.6' LT. STA. 212+72.4 P.I. 24.5' LT. STA. 212+88.0 = 9°15'12.1" LT. D = 5°00' R = 1,145.92' T = 92.74' P.R.C. 39.4' LT. STA. 211+96.4 P.T. 24.5' LT. STA. 213+80.7 15' R.P. 42.8' LT. STA. 212+93.9 P.C. 27.9' LT. STA. 212+92.7 P.T. 37.8' LT. STA. 213+08.0 SEC. 13 15' R.P. 51.7' LT. STA. 212+15.2 P.C. 36.8' LT. STA. 212+13.1 P.T. 45.7' LT. STA. 212+29.0 15' R.P. 39.8' LT. STA. 213+52.6 P.C. 36.3' LT. STA. 213+38.0 P.T. 24.9' LT. STA. 213+52.2 15' R.P. 39.6' LT. STA. 213+66.3 P.C. 24.6' LT. STA. 213+66.1 P.T. 35.5'. LT. STA. 213+80.7 P.I. 24.5' RT. STA. 213+80.7 NO CURVE 1 0 BUILD ASPHALTIC CONCRETE PAVEMENT STATION TO STATION SIDE ///R00 - ///47'70 Lt ///27`00 - ///4/-70 Rt BUILD CONCRETE DRIVEWAY, PLAN 30I -R3 STATION SIDE SQ. YDS. ///57`30 Rt 82 SEEDING, TYPE "B" EROSION CONTROL 040 ACRES Q4 SQ. YDS. *TYPE'S Asph. Surf. N t` N UGT— — — — M Evergreens 0 0 0 .)) Birch Birch (D 4 cD N M BUILD 9" CONCRETE PAVEMENT STATION TO STATION SIDE PLAN SO. YDS. ///4 f 70 - ///6 7' X Ltd Rt 27- 799 BUILD EARTH DRIVE & SURFACE (SEE SHEET NO. 2-S) STATION SIDE WIDTH % SLOPE ///37` 03 Rt 30' -07 LI N Sec. 14 - T7N - RIOW HASTINGS REMOVE PAVEMENT STATION TO STATION SIDE SQ. YDS. ///4/-70 - ///6.7400 LtRt 347 REMOVE DRIVEWAY CULVERT PIPE STATION SIDE SIZE DESCRIPTION ///3 f 03 33 "FD /8;y30" CM. P ///5 7429 33'1? /8'X30' CUP Gas Line 0 PROJECT NO. SHEET NO. iz = -1 COM 26 G — d 0 O 4� Conc. Drive J • c) �3 0 — UGT-- — x N oN m m +"—UGT N UGT '4�x24� Sign N r., 2 4' 0 BuiIding O Conc Sla b 6'x2O' Sign 30' Conc. Slab 6 Building t co M + I0 + 0 N ti d 0 0 O 0 0 N N v 0 M 0 cD ti m j.jElec Outlet Box • N ✓ � 7`D r 'w co E Iec.Outlet = Box L Cl 0 0 0 N ro Sec.. 23 - T 7 N - R IO W co N 0 ui tit C� oa m 0 o CD ' 0 0 + ti o N 50 Drive Gravel 0 (D O 0 Asph. Parking Lot 0 45' 0 CO 0 cv Q N 100' Steel Building C.N. 4074IA . —J CONSTRUCTION & REMOVALS • SURFACE K\ '1 REMOVE ASPHALT STATION TO STATION SIDE SO. YDS. //1/74 00 - //l6 7L00 Lt 444 ////fX - ///67'00 Rt 459 G — d 0 O 4� Conc. Drive J • c) �3 0 — UGT-- — x N oN m m +"—UGT N UGT '4�x24� Sign N r., 2 4' 0 BuiIding O Conc Sla b 6'x2O' Sign 30' Conc. Slab 6 Building t co M + I0 + 0 N ti d 0 0 O 0 0 N N v 0 M 0 cD ti m j.jElec Outlet Box • N ✓ � 7`D r 'w co E Iec.Outlet = Box L Cl 0 0 0 N ro Sec.. 23 - T 7 N - R IO W co N 0 ui tit C� oa m 0 o CD ' 0 0 + ti o N 50 Drive Gravel 0 (D O 0 Asph. Parking Lot 0 45' 0 CO 0 cv Q N 100' Steel Building C.N. 4074IA . —J CONSTRUCTION & REMOVALS • BUILD BUILD CONCRETE DRIVEWAY, PLAN 30I -R3 STATION SIDE SO. YDS. ///8 f 66 Rt /44 BUILD CONCRETE SIDEWALK, PLAN 30 I -R3 STATION TO STATION SIDE WIDTH SO. FT. //2/f-3/ - //227'00 Lt 6' 672 f BUILD CURB RAMP, PLAN 303 SIDE STATION SIDE TYPE COVER TYPE //2/7443 Lt III SEEDING, TYPE "B" 0.77 ACRES EROSION CONTROL 44-5 SO. YDS SODDING 35 50. YDS. * TYPE -5" — G CO BUILD CONCRETE BARRIER CURB, PLAN 30 I -R3 STATION TO STATION SIDE LIN. FT. //2/ 7'38 - //22 7'00 Lt 85 RECONSTRUCT EXISTING MANHOLE, PLAN 435 STATION SIDE DISTANCE FRAME & FLANGE RING COVER TYPE ///7 t 5/ Rt 36- 484 //2/* 54 B /// ///9 *65 PI 45' - /3/7'43 8 /// /3/ 7'35 //2/7'00 Rt 38' II 8 0 0 0 0 a+ aS- - Y 3, m — 0 + .0 00--------70 n1/4.3 Q aN I O u-1 0 CO (n (7 (0 U o y o rn O •- ta., +; o) C N Q 0 ,▪ — COM + B Js L,ne 0 " .i, Zr. � SII rX X //A vQTT_1__ N. 1/171"‘\.. Ai"4( A/X % r4 N4/‘ Sec. 14-T7N- RIOW 0 HASTINGS BUILD CONCRETE MEDIAN SURFACING, PLAN 30 I -R3 STATION TO STATION PLAN SIDE SQ. FT. ///9 7'28 - /120 7'49 4364 LI 484 //2/* 54 - /122 00 n. RI /84 /307'50 - /3/7'43 Lt 372 /3/ 7'35 - /3/ 7'60 Ri 360 r BUILD 9" CONCRETE PAVEMENT STATION TO STATION SIDE PLAN SQ. YDS. ///6 7' 09 - //22 7'00 L / `fit _ 27- 4364 /30 7'50 - /3/ 7'66 Lte /fit 2T 406Z /32 7' 34 - /327'84 L / R1 27- 408 r) — 6 Gas Line (AbanJonrd! N \ N --J 0 10" Sewer. Lune + I Water Line rn cn N M m ON ++ :) 0 W,iler 1 111e !_ Sanitary Sewer_ 0 s, a Q N_ o 3 J 4 Limii r � J \ . t LL- + I � 40) .'�000'00000000AWAWAri or AAIVA���®� 0 W — + 10' Walk 0 ro N 160' FR J 11d 4 REMOVE DRIVEWAY CULVERT PIPE STATION SIDE SIZE DESCRIPTION ///8427 327RR /8":r 46' 0M.P ///97'57 32'Rt /8X46' 044 P L\\\i REMOVE ASPHALT SURFACE STATION TO. STATION SIDE SO. YDS. ///6 7'00 - //20 t55 Lt 405 ///67'00 - //2/7'00 Rt 848 //207`85 - //227'W Li. /72 -STM —.v 2 0 "' 0 d l0 1- 0 r` N L ti� � 0 (pgT + —.— N N fn 4 + Asph. Parking Lot O r") 4- - STM REMOVE PAVEMENT STATION TO STATION SIDE SQ. YDS. Alm ///6 f- 00 - 822,400 3,048 Sec. 23 - T 7N - R 10 W 0 c v' in -0 O O + 0 \N\\\\\\ d� 7 o • 0 ;TM I a (. Asph. Parking Lot NN 0 Nxt \No" \\'Q o NN A \\. \\ NN NN \\ \ \ N'L'%ItX‘V ..7LX‘.1411mstAkiw or N N u' 11 V 41/1/20/2111/ r%%iiioiiii%Ariger l + 444 4") 0 0 SHEET NO. Z7 C.N.4074IA CONSTRUCTION & REMOVALS M 0 t Building 85' Walk ro N M M + cr N ti N Asph. Parking Lot I4) 1 ` c \ �3 �\\ .o c —J vI (0 Asph. Parking Lot 0 co v Motel to N 0111. M 0 601 N 4 N 4' Walk 0 0 0 0 (-0'ti 0 0 c0 to N + co O d Sec. 13 -T7N - RIOW (0 0' M N + x c r- 0 01 M to 0 2 O N ti 0 0 cD HASTINGS 0' O + 0 0 Motel a 0' N M 0 0 (.1 a1 (0 rn 0 PROJECT NO. f-4-401,07) a N _«�i—'i►a��` . I ��� �: .� .: o _ _ _ —x N _ O Gas Lin e �, ��� ,. a6 ,: �t a$ n _ .._ -• - ._ .m, _,..• ____ -- �a� - Q. ---s- zip •� 1� �• _� N L''i e 1111111111111111r M :,� ,�,._. amt. :.. ��„ _ „ .. : k M • ���� � (0 ------ 0 v C7 M °D - ,STA -- - - — _ - - -- _' rn �_ _.__ .."�^•�, T'M, �. �- \ —STM --a, =O I + 10�� Sewer Line - ` /171- �• STM----�--- --STM— -STM �"`` "" +7 Ati/v / / ,iv .. _ _ ../.... ../.... /r4r .AwAr Np I1�Nlak c -J """""""""""WAP ./rAgrAgr.#11r ' - ---L-41PA. 4/ VA, AAI. ���� _ 4rr 0 N • 6„ W�rLine . _ • • O• • O G 0 • ' I II 1I I� I1 II 11 BUILD CONCRETE DRIVEWAY, PLAN 30I -R3 STATION SIDE SO. YDS. //24 7432 Lt 47 //25 80 Lt 39 BUILD 9" CONCRETE PAVEMENT STATION TO STATION SIDE PLAN SO. YDS. //ZZ X00 //287400 Lt P7 ZT 4, 402 0 BUILD CONCRETE. BARRIER CURB, PLAN 30I -R3 STATION TO STATION SIDE LIN. FT. //227'00 - //24 t/4 Lt 2/6 BUILD CONCRETE MEDIAN SURFACING, PLAN 30 I -R3 STATION TO STATION SIDE SO. FT. //22 00 - /125i-73 Rt 692 • 0 t 1. N) N BUILD EARTH DRIVE & SURFACE (SEE SHEET NO. 2-S) RECONSTRUCT EXISTING MANHOLE, PLANT 435 SIDE STATION SIDE I DISTANCE FRAME & FLANGE RING COVER TYPE //227400 Lf 251 H //25 99 - //28 7400 8 //22i'00 Rt 4/" II 8 //24,`7/ Lt 25/ II 8 //27t70 Lt 24i 171 8 BUILD CONCRETE. BARRIER CURB, PLAN 30I -R3 STATION TO STATION SIDE LIN. FT. //227'00 - //24 t/4 Lt 2/6 BUILD CONCRETE MEDIAN SURFACING, PLAN 30 I -R3 STATION TO STATION SIDE SO. FT. //22 00 - /125i-73 Rt 692 • 0 t 1. N) N BUILD EARTH DRIVE & SURFACE (SEE SHEET NO. 2-S) STATION SIDE WIDTH % SLOPE //24 t 34 LI: Varies 07 BUILD CONCRETE SIDEWALK, PLAN 30I -R3 STATION TO STATION SIDE WIDTH 5Q. FT. //2Z f 00 - //24 7409 Lt 6 /284 //24 7457 - 7/25 /-60 Lt 4 4/2 //25 99 - //28 7400 Lt 4 804 BUILD ASPHALTIC CONCRETE PAVEMENT STATION TO STATION SIDE //247427 - //24.7'60 L/' SEEDING, TYPE "B" EROSION CONTROL SODDING 067 ACRES 259 5 Q . YDS 226 SQ. YDS. TYPE "5" _cr 1 v co +00-$159' Sec. 24- T 7N - R IOW 0+ COi N + I.\\\1 REMOVE ASPHALT SURFACE STATION TO ^,. STATION • SIDE SO. YDS. //22 7- 00 - //24 4 7/ C. M P Lt 250 //257458 - //267400 Lt 68 REMOVE DRIVEWAY CULVERT PIPE STATION SIDE SIZE DESCRIPTION //24 7433 34Z/ /2"x 581 C. M P 8257'83 32Z7 /8"x 40/ CUP • REMOVE CONCRETE MEDIAN SURFACING STATION TO STATION SIDE SQ. FT. //26 f 42 - / /28 /-00 L f R f 632 SHEET NO. z8 C.N. 40741A gro CONSTRUCTION & REMOVALS ///A REMOVE PAVEMENT STATION TO STATION SIDE SQ. YDS. 1122 00 - //28 74CO L t Rt 2597 //24,'00 - //27 LO0 Rt 740 SHEET NO. z8 C.N. 40741A gro CONSTRUCTION & REMOVALS co N emom 0 u7 cr Building 20' a) M 0 0 3 Walk 0 0 0' c 0 a_ L 0 Q c 0CO' > a) Tr L 0 Q u) a) N O cn Building O co m O' + + 90' N M 0' st 7'0 M Building 50' 3' Walk + 0) 02 V Oo - U O m O a]u) (0� 0 o) O Ei u7' t-- 0 0 cr +ao M 0' Building 70' O 0 a> 0 0 + O N 0 + Sec. 13- T7N - RIOW ti N y®1 - T 7'D m N 0+ N N 0 3 O Building 0 N 62' ti co i x c CT)o c o m (0 (00 �� J o + 0 .. G Jcn i 0 0 o m (:)a cD -1*in .; Asph Parking 2 ° .'rw I " Wat0r LinP 0 ?71 (3' N_ (i? 0 . "NWIC114,6n IIVAA_ Nttb. Line i 0 \ Igr& r 411 'w Nt, + . . .7.01 Iii,m. -k=laimiiF-..............;:,,,,,,:gmswm.m....w.undr....,,,,,A.,,-.......5,-,„........- ________ . ___ :21.7174,705,4,47.feemezezmagemimemanamewict; ewer Lin, AA#F - :40; ; ' Ai J. rAffr A I /Pr' .'7/14941ZA//1 FA, AZA A/7rA/9"/ r; "04 - I :;', AZ Atv.:" 4v4.:v— A7/4# AZ, .147 Ai# "v — --:— — (7) ..- Affr y'r 7 "cu -Aer ,.eS9r5S�lOID!f. wj a - __ . - -_-_-___ - - - -__ _. - . el . ti M N '_" HASTINGS 20' 0' 7' Walk N U) 10' t` 0 3 7'T (0 ti • 1 Asph. Parking Lot 0 3 N +– M O a) N 2 0 0 O + c 0 0 N x a N 0 N (0 O ti CO C N Gas Station 2' 0 u) + C In N n co 0) 0-) O _�0 0 0 ;2:0 (0 4' Gas Pump Island Conc. Slab N (0 N + 4' Gas Pump Island o•' M 0 a+ 0 N + (0 (0 PROJECT NO. SHEET Nall F 6' _4 61007) 2? Asph. Parking Lot M ()Filler Pipes For Underground Gas Tanks (0 0 4- 01 0 diA" A/47Z 6" Water Line C.N. 40741A M STM –co — co 777#7 4vA" Af/7 M t- '.0 • BUILD CONCRETE BARRIER CURB, PLAN 30 I -R3 STATION TO STATION SIDE LIN. FT. //28 7'39 - //287465 Lt 26 //287' 95 - //297439 L/ 44 //29' 79 - //30 748/ LI /02 //3/' /3 - 83/7495 Lt 82 //32t45 - //34"7'05 L/ /85 RECONSTRUCT EXISTING MANHOLE, PLAN 435 STATION SIDE DISTANCE FRAME & FLANGE RING COVER TYPE //3O 74 98 LI 25' 17 ' Lt -8 //327'84 Lt 20' JI Rt. 8 BUILD 9" CONCRETE PAVEMENT STATION TO STATION SIDE PLAN SO. YDS. 1/287400 - //84 7' 00 L t Rt 2T 4,267 SEEDING, TYPE "B" 0.12 ACRES EROSION CONTROL /47 SQ. YDS.* SODDING 4/6 ,SQ. YDS. *TYPE ",B" 3 BUILD CONCRETE DRIVEWAY, PLAN 30I -R3 STATION SIDE SQ. YDS. //287424 Lt 46 //287'S0 Lt 46 //29' 59 ' Lt 58' //30 74 97 Lt 5/ //3/ 7' 59 Rt. 74 //32 7425 L i 70 BUILD CONCRETE SIDEWALK, PLAN 301-R3 STATION TO STATION SIDE WIDTH SO. FT. //28'-00 - //28 7406 Lt 4' . 24 //28744/ - //287462 Lt 6' /26 //287497 - //297487 LI 6' 240 //29'8/ - //30 7477 L f 6' 576 //3/1/7 - //3/7494 Lt 6' 462 //3/74.82 - //34 7400 Rt 4' 87Z //327'47 - //347400 Lt 6' 9/8 O N 0 c 0' M + W y,. J .141 0 + 0 0 0 REMOVE CONCRETE MEDIAN SURFACING SURFACE .NNN REMOVE ASPHALT STATION STATION TO STATION SIDE SQ. YDS. //28t00 - //287'50 Lt 40 //3/ *00 - //327445 L/ /62 //337430 - //347400 Li 55 REMOVE CONCRETE MEDIAN SURFACING STATION 7///, REMOVE PAVEMENT STATION STATION TO STATION SIDE 5Q. YDS. //2874.00 - //34 7'00 L / Rt 3,06'4 REMOVE CONCRETE MEDIAN SURFACING STATION TO STATION SIDE SQ. FT. //28 t 00 - //sots/ L t Rt 924 Sec. 24 - T7N -R IOW 1 N 0 0 (0 0 l0 (0 m w x 7'D o + 1` d - 0 N 0 () N W0 CO oco co I-0 0 0 O2 4n0 0 0 N 0 REMOVE WALK STATION TO STATION SIDE SO. FT. //33 7"66' - //347'00 Rt /22 O 0+ REMOVE DRIVEWAY CULVERT PIPE REMOVE DRIVEWAY /////A SIZE DESCRIPTION STATION TO STATION SIDE SQ YDS. //3/7420 - //3/7.96 Rt /83 //327'45 - //337430 Lt /04 REMOVE WALK STATION TO STATION SIDE SO. FT. //33 7"66' - //347'00 Rt /22 O 0+ REMOVE DRIVEWAY CULVERT PIPE STATION SIDE SIZE DESCRIPTION 8287'27 30 L t /8'x 40' C UP //3/74-57 4/'R/ 24;k/ 50" C. M, P //327'79 36R/ /8X50' CMP 0 N rn– O + CONSTRUCTION & REMOVALS 0 M 0 In + tO CD Ia 16 to r BUILD COMBINATION CONCRETE CURB & GUTTER, PLAN 301-R3 1 STATION TO STATION SIDE WIDTH LIN. FT. //34 t /7 Lf 2' 70 //34 # 49 Lt 2' 80 IM , 2' Walk 11 30' 1 \ 0 12' 11 11 \I c O +I0'x 30' Sign Conc. Curt 0 (0 N M ainN N+ a> m "ui I-- ON — o) 0 tD '+ + �n N CO 010 M BUILD CURB RAMP, PLAN 303 STATION SIDE TYPE //34 # 05 Lt 1 //34#.6/ Lt 1- //36742/ 1/36-#2/ Rt 1- //36 #36 / /36 Lt 7 //36 #80 Rt r 0 • Gas Station 34' ' Walk O sr M C,Gas Island cn 1* (D ti m a_ ori 0 co cr. + + Gas Pump Island C c0 1) c0 co + m r 0 (n+ 1'0 0 0 0 + 11 M CD aD + 10'x 30' Sign 1 co M 36' Conc. Curb Gas Island 0 M sr co + m 1 0 �� Sr � M �w� � te�� M Conc. Drive 0-z 7 *AMYL 4MMOD 14/ � 0 - r i - � % // �� �% ffjr.77,30;1> SM-} - -ji, 1 A/v /4 • /0/ , ,/, ,///rr//Zvi" :67,414'../.11..Ar, - ° - - T G ri -- - - - G- - -0 —\ G i 7- N 1 — N co pN } -, N U1 N Ii° �''NI N a) �. aiGra55 Island N- � a nT 24 C.M.P.-- _-:.'41 _ co o_I8 xs R_�= - �(n +______-�- _ -_a, M M M M 3 + N co c0 a) + 0 sr 1 N Building 16' 0 (/) Sec.13-T7N-RIOW co '" HASTINGS BUILD 9" CONCRETE PAVEMENT STATION TO STATION SIDE PLAN SO. YDS. //34 # 00 - //40 #00 LI. Rt 2T 4,267 //33 7486 - //34 7480 Lt 2T /56 //367402 - //36#98 Rt 2T /63 BUILD CONCRETE DRIVEWAY,, PLAN 30I -R3 STATION SIDE SQ. YDS. //34 #76 Li 0/ //34#50 Lt 204 ' //36 t64 Lt 68 //37 #54 Rt 50 8387'35 Lt 58 //39 #52 Rt 50 BUILD CONCRETE BARRIER CURB, PLAN 30 I -R3 STATION TO STATION SIDE LIN. FT. //34#02 Lt 46 //36'-85 - //38 74/5 Lt /30 //387455 - //40 7400 Lt /45 0 U7 (0 c Ci CO - 1) r 0 0 (31 M PROJECT NO. SHEET NO. /47 - 4 61007) 30 C.N. 40741A BUILD CONCRETE SIDEWALK, PLAN 30 I -R3 STATION TO STATION SIDE WIDTH SO. FT. //34 #00 - //36 f 2/ Rf 4' 884 //34 #6/ - //36 36 L /- 4' 700 //36 #80 - //377435 Rt 4' 220 //36 #86 - //38 74/3 LI 6' 762 //37 #7/ - //39 7434 Rf 4' 652 //38#56 - //40'00 Lt 6' 564 //39#69 - //40 #00 Rf 4' /24 RECONSTRUCT EXISTING MANHOLE, PLAN 435_. STATION SIDE DISTANCE FRAME & FLANGE RING J COVER TYPE /136 # 50 Lt /CJ 1Z� 5 M co + • M N O —'.0 N a M 3'x18' Gas Island +( o+ (0 1 Conc. Slob re) sr- + + 3'x 18' Gas Island C__ ) i0 r d 0 LL. CO +75 Moil O 3 co sr M ti a) d U)1() 0 + 0 co +07 + Building 81' ti .0 7 0 N 0 cU o 747 u) V 0 .0 0 O 0 0 (0 • I II I Zdr./ZZ" • Z/1 Ar Alirtffff .4/ • M. Or647/./i0/,►.t/'%//.m%e/%./'ZZgmiiPi'P.%���.®/J�//%/i estr''�,�/fi! N I `# M STM r Air A/v A/7 A/,‘,/, Aeria ;#777./i/r/ ±PI 30"x 58' R.C.P. o to x + O_ -O co M � _PO lk m O + Trailer Sale Parking Area REMOVE COMBINATION CURB & GUTTER STATION TO STATION SIDE LIN. FT. //34 # 00 - / /34 # /8 Li` /10 //34"48 - /134#70 Lt /20 REMOVE ASPHALT SURFACE STATION TO STATION SIDE SO. YDS. //347400 - //34'/6 Lf /50 0 N + 0 2 Walk 40' 2' Walk 40 U REMOVE WALK STATION TO STATION SIDE SO. FT. /134#GO - 1 /34#/0 Rf 42 //34 #70 - /1357400 Lt 6D REMOVE PAVEMENT STATION TO STATION SIDE SO. YDS. //347400 - 1/407400 LtR/ /,996 J) ,cznxoAP.brirzzdr,eAe:zr Aiiia _Amy 0) /r/ CV a+ 1.0 m x O In ZA45`41,415,4 orrirlYZA ara %%/.407; ®.i' //MXerr A''•-1,107127.."9".///®//gel5ziiredr 0 (9 CO O 3 - Q 3 c'1 r 0 a 0 a> LL - O 0 corn 0 0) Service d m 6 Station Conc. Sla b Sec. 24-T7N- RIOW M + Dirt Island c",/ 4 "AV Ar///A �.,, fll'./ii/.I/.®i.�i/�.�,/'.�A � . �,,�i.I.�/��. O r - O 0 COIP FA% 4 OD 3' xI2' Conc. Islond C ) o + + ti n1 r' V N) I +.. -_ a (t'is ',hut() tt WM d c 0' ti _K O N O .0 ti m 3) Building • ti (0 N a- 0co • CONSTRUCTION & REMOVALS ///, REMOVE DRIVEWAY STATION TO STATION SIDE SQ. YDS. //34 #50 - //34 #60 Lt /4 //34 # 70 - 83574410 Lt /92 //367438 - //377402 Lt /26 //36 7484 - //38 #29 Rt 373 //38'-60 - //39#75 Rt 423 //38189 - //39 # 98 Lt /27 Sec. 24-T7N- RIOW M + Dirt Island c",/ 4 "AV Ar///A �.,, fll'./ii/.I/.®i.�i/�.�,/'.�A � . �,,�i.I.�/��. O r - O 0 COIP FA% 4 OD 3' xI2' Conc. Islond C ) o + + ti n1 r' V N) I +.. -_ a (t'is ',hut() tt WM d c 0' ti _K O N O .0 ti m 3) Building • ti (0 N a- 0co • CONSTRUCTION & REMOVALS 0cr d' BUILD CONCRETE MEDIAN SURFACING, PLAN 30 I -R3 STATION .TO STATION SIDE SQ. FT. //44 7472 - //46 7'00 Lt 5/2 BUILD 9" CONCRETE PAVEMENT STATION TO STATION SIDE PLAN SO. YDS. //407`00 - //467'00 Lt4RI. 2T 4,370 BUILD CONCRETE BARRIER CURB, PLAN 30 I -R3 STATION TO STATION SIDE LIN. FT. //40 7'30 - //4/ 7429 Lt 99 //4/ 7` 59 - //42 7'03 Li 44 //42 *85 - 1/43 7'05 Lt 20 Asph. Parking Lot N BUILD CONCRETE DRIVEWAY, PLAN 30I -R3 STATION SIDE SO. YDS. //40 115 Lt 46 //4/7`44 Lt , 46 //4/ 44 Rt 50 //427' 70 L t 38 //42 7` 74 Rt /48 //43 *SS Rt 224 //44 7` 38 L f /42 Asph Parking Lot 0 M 0 + cr Sec.I.3-T7N-RIOW BUILD CONCRETE SIDEWALK, PLAN 301-R3 STATION TO STATION SIDE WIDTH SO. FT. //40 7' 00 - /14/ 7'26 Rt 4' 504 //407'32 - //4/7'27 Lf 6' 570 //4/7'6/ - //427`52 Lt 6' 516 //1/7`62 - //427'56 Rf 4' 376 //4287 - //447` /3 Lt 4' 504 //427` 93 . - //43 7465 Rt 4' 288 //44 7'1/ - //46 -00 Rt 4' 756 //44 7'62 - 1/46 7400 Lt 4' 552 u) O t d' HASTINGS BUILD CURB RAMP, PLAN 303 • STATION SIDE TYPE //4474/3 Lf Z //44 7'6'2 Lf 1 RECONSTRUCT EXISTING' MANHOLE, PLAN 435 STATION SIDE DISTANCE FRAME & FLANGE RING COVER TYPE //457'7/ Lt /7' 1/ //2 8 //45 7' 7/ RE 23' 1/ Trocf No. 26 8 Motel Canopy 0 m N d 0 111"AVN611M1 Wk. NIMIZ‘\.\\XISIERMEMINI 111.1,1111MNIW4W "\kli1/4 ‘42Kli‘V. XX7X*,. X41k zrZtr. ArA7 Attr,v71 r,t; ..4rar ZA/7/ AI AZ1 A 4#7 fr, v AZZ /1/40/ .mormwor ZA: PrA ;WA ird 13 WAWA VA' rA rA Migtora MAZAIMAIr4 Adtrri r frA I Waled rAlf LC) N 01 N o ,n o_ + 0 3 24' 0 N O v + 0 0 M PROJECT NO. SHEET NO. P-6-4(1007)- 3/ 0 0 o) 0 co co + a' 0 1) Restaurant 8i Lounge 70' 7' Walk N Y 0 1- c0 _ SEEDING, TYPE "B" SODDING 0.24 ACRES 690 SO. YDS. A sph Parking 1 of Motel 0 W l 1 iU AV.!". ArAIPAIWAIIIMIPrM4PAPAMIIIVAPAPIIISPfpdP/VAIIP%"MlVAPPIVAIIIrAPr/P'AIAIMIMIIPW 4_0111% ArillIV Arno A' _ _ w 6' Gas Line v —1 I 1- cNavT®III Water Line > 737"//91/1//f/A(c, +0'^<4Ir` I m= a_ of + a �' _i____ - n + 0'd n M ri re) .,. -.oy ._ (- + S4.03'�i'.I/W'/''.W'/%Wi tiOt'rid'.. °'/'.�,+�'A'r�'i•�®'•�".% 1;O.►®®i trl r or -0-owerarzaRwiir, Ar y. 1. Io W t; - - (," rias Line 6 Water Line v 0) a a> 0 O + m + Used Car Lot {7///A REMOVE PAVEMENT STATION TO STATION SIDE SQ. YDS. //40 7400 - //46 7`00 Lf Rf /,975 42' M Retaining 0 m M G W 1 STM Conc. Slab v e' O cv N 0 in O O Motel o3 N H C7 N N 8' 0 Building Motel 2 0 0 0 Q N N 2' Walk 2' Walk M + 0 co M REMOVE RETAINING WALL SURFACE N\\' REMOVE ASPHALT STATION TO STATION SIDE SO. YDS. //40*00 - /142 7'03 Lf 45/ //427'4/ - //43t/7 Lt //2 {7///A REMOVE PAVEMENT STATION TO STATION SIDE SQ. YDS. //40 7400 - //46 7`00 Lf Rf /,975 42' M Retaining 0 m M G W 1 STM Conc. Slab v e' O cv N 0 in O O Motel o3 N H C7 N N 8' 0 Building Motel 2 0 0 0 Q N N 2' Walk 2' Walk M + 0 co M REMOVE RETAINING WALL STATION TO STATION SIDE EACH 1/421/8 - //427'52 Rt. / //427' 79 - //43 7' 70 Rt / //44 7'86 - //447' 96 Rt / //457'/6 - //457'74 RI- / "C - Sec.24-T7N- RIOW r • REMOVE EXISTING BUILDING CLEAR TRACT //7///A REMOVE DRIVEWAY TO STATION STATION TO STATION SIDE SO. YDS. 1/40 7' 39 - //4/ 7'95 Rf 3/8 //4474/2 - //447'80 Lt /59 Sec.24-T7N- RIOW r • REMOVE EXISTING BUILDING CLEAR TRACT STATION TO STATION SIDE REMARKS /139 t 83 - //42 7' 03 Rt Ti-oef No. 24 //42-#• 03 - //437' 87 Rt Traci' No. 25 //434-87 - 1/45/ 72 Rt Trocf No. 26 Sec.24-T7N- RIOW r • REMOVE EXISTING BUILDING STATION SIDE EACH //4/ 7'2/ Rt / 8427'30 Rt / ' //43 7446 Rt / /144 7'4/ Rt / v r t ti u7 12' d 7 0 0 O — m 0 C.N. 40741A CONSTRUCTION & REMOVALS c0 BUILD CONCRETE SIDEWALK, PLAN 30I -R3 STATION TO STATION SIDE WIDTH SO. FT. //46 7' 00 - 1/46 t 06 Rt. 4' 24 //46 7'39 - //47 *24 Rt 6' 770 ' 208f3/ - 209 7'32 Lt 4' 745 BUILD CURB RAMP, PLAN 303 STATION SIDE TYPE //47 f/5 Rt COVER TYPE /11 Rt 2087'50 Lt 1 M O CO N U \6i cr 0111, L, t I) N U) 0 co a) ti 4.0 m + Oa N �o — N CO U co cr Sec. 13-T7N-RIOW (o + 0 incD 0) sr +I2"x20' R.C.P. w/HDWL..n v ArA i��.�MMIAIMiiii►iiiiiiii AVAAir ArArdrAff- IrtaWr A 4,v r itrAr armArorArApvAwArmtrArirmmdrwArMArW �i�riii MIVARMIII% ii iiiiisiii iiiiiiiiii►iiiii►�i AMIVAI Anil iiiii%ri .iii MAI AI/ O u 0 F)- HASTINGS RECONSTRUCT EXISTING MANHOLE, PLN 435 STATION SIDE DISTANCE FRAME & FLANGE RING COVER TYPE //47 7' 57 Rt 24' IL 2T 8 BUILD 9" CONCRETE PAVEMENT STATION TO STATION SIDE PLAN SO. YDS. //46 *00 - //52 7'00 LI Rt 2TT 4,406 2077'07 - 2077'57 Lt Rt 2T 320 Z08 7'25 - 209 7'32 L t. Rt 2T /, /02 0' + a) a) J a1 0 3 O :- 0 •0 N (0 3 BUILD CONCRETE DRIVEWAY, PLAN 30I -R3 STATION SIDE SO. YDS. //461-23 Rt 46 //50 * 05 Rt ,5"8 //507'/0 Lt 26 //5/ t /2 Rt 9/ M ti + O Conc. Slab ao 10' ti N ti co N 44' Building u] N 4�x15' Walk O Q N ti M 0o M N .. cr r� 0 OM4, + + + M + 0 3 eO3LL n M re) 0 N (0 ©� N co ti 0 N ti 0 PROJECT NO. SHEET NO. � - � Cr®ter) 3Z C. N.4074 IA BUILD CONCRETE MEDIAN SURFACING, PLAN 30 I -R3 STATION TO STATION SIDE SQ. FT. //461-00 - //46 t- 93 Lt 372 //48 *02 - //49 *48 Rt. 594 208"27 - 2087'55 Lt 397 2087'50 - 2097432 17` 326 BUILD CONCRETE BARRIER CURB, PLAN 30 I -R3 STATION TO STATION STATION TO STATION SIDE LIN. FT. //46 7'38 - /1477'/9 ' Rt /08 //47 7'7 - //49 *85 Rt 235 /1507'25 - //50 t 62 RE 37 m 0 0 N ti Drive N C' N I) Gravel M N N 0 0 N 6:: Gas Line W —L Lin@ N 10� Sewer Line STM----- __------------- rn M tc — V oro—O`' G 0 0 a� cY N Q)I L CN OU 1"W ter Line + 7'7 l N WM M N O M G 4" Gus Line + 0 f a) 0 N: / LA l‘cm im mmim 11-‘4% tN SW,NN eXINNNN NIS t&IWNXN \‘‘NiaNNX% *SSIV NI 4% k7%kX‘\k Asp h. Surf. 0 a, c a) 0 N Building a) 0 1- + Building 0 0+"0+ N N Conc. Slab c0 ti 1— + 0+ Y////, REMOVE PAVEMENT %/ //A REMOVE DRIVEWAY STATION TO STATION SIDE SQ. YDS. //467'00 - //52`00 Lt Rt /895 208425 - 209 7'32 Lt c Rt 4274 0+ Conc. Slab REMOVE ASPHALT SURFACE STATION TO STATION SIDE SO. YDS. /lf8 1442 //50t62 Rt 220 REMOVE DRIVEWAY CULVERT PIPE STATION %/ //A REMOVE DRIVEWAY SIZE STATION TO STATION SIDE SQ. YDS. //471-76 - //48t42 Rt 37 Conc. Slab REMOVE ASPHALT SURFACE STATION TO STATION SIDE SO. YDS. /lf8 1442 //50t62 Rt 220 REMOVE DRIVEWAY CULVERT PIPE STATION SIDE SIZE DESCRIPTION //50 t 08 3/ 'Lt /83(30' RC P REMOVE EXISTING BUILDING STATION SIDE EACH //46 7'78 Rt / 1 CLEAR TRACT STATION TO STATION I SIDE //457'72 - //47 f /8 1 Rt REMARKS Troc t No. 2 7 Sec. 24 - T 7 N - R 10 W CONSTRUCTION & REMOVALS N U) Sec. 13 -T7N-RIOW K) SEEDING, TYPE "B" 0./7 ACRES EROSION CONTROL 94 SQ. YDS.* SODDING 650 SQ• YDS. 4T)PE:16" • Drive Gravel 0 A 0 ti 0 cr 1) BUILD ASPHALTIC CONCRETE PAVEMENT BUILD 9" CONCRETE PAVEMENT STATION TO STATION SIDE PLAN SO. YDS. //52100 - //55' 2 L t iFf 2T 2575 /1541-/5 - 1/5571/ Lt 2T 35/ SEEDING, TYPE "B" 0./7 ACRES EROSION CONTROL 94 SQ. YDS.* SODDING 650 SQ• YDS. 4T)PE:16" • Drive Gravel 0 A 0 ti 0 cr 1) BUILD ASPHALTIC CONCRETE PAVEMENT STATION TO STATION SIDE //551-62 - //58t00 LtRf BUILD EARTH DRIVE & (SEE SHEET NO. 2-S) SURFACE STATION SIDE //521-56 WIDTH Z SLOPE //57 t 85 Rt 30 25' -0.4 0 o o • 0 BUILD CONCRETE DRIVEWAY, PLAN 30 I -R3 STATION SIDE SQ. YDS. //521-56 Rt 77 //52 7' 66 Lt 30 1/541-00 Rt. 6/ , • u' o II 1 (1 II I1 o 0 LJ (7 (` + + h M 0 0 co Tr co r7 M X X x Lo HASTINGS 0 O • (0 q I) Sec. 18 -T7N-RIOW Cultivoted PROJECT NO. SHEET NO. ir:41, - 46®(97) 33 C.N. 4074 IA . /11., r°D .1.41;a: t ! tv<Ac.:\V- ""A ,„Azz,,zirzer zriv z 7-7. • 0Z.Z.C./Zri 0 + N M • Building ti x G — v 0 + I\\Wi REMOVE ASPHALT SURFACE STATION TO STATION SIDE SQ. YDS. //521-00 - /1531-/2 Rf 222 //53 7'67 - //5498 Rt 322 /157t50 - 855'7'20 Rt /29 (D Gas Line 0 0• (7 _0 0 0 N (9 Asph. Surf. 00 1 O m a (n x N 0 M Sec. 24 - T 7 N - R 10 W Building a Conc. Slab 35' 0 N + r - G— — — — — — — Shifted X X X X X Y. X REMOVE DRIVEWAY CULVERT PIPE 1 V///A REMOVE DRIVEWAY SIDE SIZE ISTATION TO STATION SIDE SQ. YDS. //521-/2 - //53 t 0/ . Rt 237 Sec. 24 - T 7 N - R 10 W Building a Conc. Slab 35' 0 N + r - G— — — — — — — Shifted X X X X X Y. X REMOVE DRIVEWAY CULVERT PIPE STATION SIDE SIZE DESCRIPTION //52 7`65 L t /8X30' RCP . //541-34 Rt 24"x30' C. 4 P //57t84 Rt 24:r 30' C. M. P REMOVE WALK STATION TO STATION SIDE SO. FT. 1/531-/6 Rt //2 0 0 0 0 f ; Pasture 1 REMOVE PAVEMENT STATION TO STATION SIDE SO. YDS. 1/527'00 - //56 100 Lf Rt ,369 REMOVE GUARDRAIL STATION TO STATION SIDE LIN. FT. //531-6/ Rt 23 N b' Surveyed 1 J • 0 0 REMOVE RETAINING WALL_ STATION TO STATION 'SIDE EACH //53 t45 - //531-6/ Rt / Sec. 19 - T7N - R IOW A • • CONSTRUCTION & REMOVALS co N 0 Cultivated p� 0 0 O -N Surveyed Shifted f X tD 0 M M a Sec. 18-T7N- RIOW M 0 O G-- — — — — X - k 4,1 Pasture BUILD ASPHALTIC CONCRETE PAVEMENT STATION TO STATION SIDE 11584- 00 fo 1/594.00 LT / RT M rr4—^ vJ W Sta. 159+68.12 AH. • • • • • • ss • •rn rn 0 d" M • • N a `° HASTINGS ----vv---- 0 0 ry 1 O Cultivated • 0 0 PROJECT NO. SHEET NO. �6-'(407) (0 10" Water Line k x x X SEEDING, TYPE "B" 0.07 ACRE 5 Sec. 19 - T7N - R IOW w H 1 w N T i • x � H,sture h In Toiler House O cc) t0 t0 + + X • m ti C.N. 40741A CONSTRUCTION & REMOVALS t 1 O 2 O O 0 0 N N 0-4- (OO Conc. Bridge J +48 - Water Gate valve -85' N co o r r Safety Beam Gd. Rail Rt. a Lt. 0 0 to O -Mlle Post No. 44 - 80' Bottom of Cike O O N 0 0 Ct. 0 O O N 0 0 x Grassland ro t 55- l0nx 10' Wood Posts For Billboard -45' Pond Bottom of Dike To of Dike i0 O _O - -x x c N +00 -Mailbox -42' Ln SEC. 23-T 7 N -R 10 W HASTINGS Bottom of Dike m 0 0 0 1-- 3 0 CC a) 0 + +O r- N 0 M 4_ O. E _0- 4 2 D J N 0 O M t66 -Well t 68 - Gas V N Cr) + rt House M )r) V r N Wolk o (1)1 O N O ti +29 - Tel. Box - 35' M O 0▪ -0 ., + o N o: f o— -- -- G --— M 1 Corn Field Z Cr w cr °- cr� I?) cr I J I coU ti +-fix, XX +- U o ow m o ccv a . x z c, 1— UO (I)) N u) + m 0 CO Ej Hwy. No. 281 Asph. Surf. +05 -Mailbox - 41' t 18 -Gas Meter -34' + 48 - Elec. Meter - 24' N House 0 C C)4 • d cD O O O 0 0 u) O nl Small Evergreens'-. ro M G 1-20 - Gas Meter - 35' International Harvester Implements Cr M G - G O— G— in M +75 - Elec. Meter -41' G FED. ROAD DIV. NO. STATE FED. AID PROJ. NO. SHEET NO. 7 NEBR.I r --(/v7)3'5 G GN.4074IA +90 -Sign W/2'x 5' Conc. Base -58' -G M 0) Cr O r 'r 0 .0 0 2 SEC. 24-T 7 N - R 10 W Corn Field SEEDING, TYPE r'B" 2./2 ACRE S CONSTRUCTION & REMOVALS (0 N o 0 Gn - - G M In _0 EQ U r- G BUILD 9" CONCRETE PAVEMENT STATION TO STATION SIDE PLAN SQ. YDS. //9 7-68 - /2D f00 Ltd Rt 2T 85 BUILD ASPHALTIC CONCRETE PAVEMENT STATION TO STATION SIDE /14/. /6 - //9 t68 Lt Rt BUILD EARTH DRIVE & (SEE SHEET NO. 2-S) SURFACE STATION SIDE WIDTH % SLOPE HS 74 75 Rt SO. YDS. Z4' -02 W - - G- - - it Asph. Dr. W ti G O W -G LC) W G W G 0 W Gross Land W G W -G (0 G G SEEDING, TYPE "B" /.58 ACRES G W 0G M Soy Beans 1011 Water Line G 2" Gas Line 0 0 (.0 to N d- / w -- c,--1 -G1 -s IN a 0 O (0 cI� I C0 / W SEC.23-T 7 N -R 10 W 0 411Gas Line G G CO HASTINGS 0 N G -- 0 N M - G G Surveyed -G no) Z2 G Soy Beans —W G ti sr 0 M W 6G O X a•e "-#7A37:"" AZ. /v AZ,/ \//2 REMOVE PAVEMENT STATION TO STATION SIDE SQ. YDS. //4 t/6 - /20 X00 Pt X558 \\\\ REMOVE ASPHALT SURFACE STATION TO STATION SIDE SO. YDS. //4,'30 - //6 f 86 ' Rt 288 //8 '-37 - //9 t /2 Rf /90 I Corn Field SEC. 24-T 7 N -R 10 W ocip (h O -(D1 1(0 of 0 bo O N d d a) `a1 N 0 00 0(9 O A A Alf () OD r 0 x - Past. G PROJECT NO. SHEET NO. F-6-40007) C.N. 4074 IA G 0 N N (0 x -v 0 (0 + CONSTRUCTION & REMOVALS . BUILD 9" CONCRETE PAVEMENT STATION TO STATION SIDE PLAN SO. YDS. /207'DO - /26t00 2T /630 BUILD CONCRETE DRIVEWAY, PLAN 30 I -R3 STATION SIDE SO. YDS. /2/7469 Lf /6Z SEEDING, TYPE "B" /19 ACRES Soy Beans W— W— G W (o -. G 4"Gas LineG_ r) W -w _W CO CO 0 Cv r) W- - w - -w- N N N 4- 0 r) BUILD EARTH DRIVE (SEE SHEET & SURFACE NO. 2-S) STATION SIDE WIDTH Z SLOPE , /2/7474 Rt /G' -0.4 /22 7479 Rt. 22' -04 wID" Water Line w Grass Land W ,r//'/ . „ Ad/9,"'„,./A 0 .0 0 0 0 c 0 4 I REMOVE PAVEMENT STATION TO STATION SIDE SO. YDS. /207'00 - /26 7'00 Rt I /69/ 40 N Grass N r~ Cr N to House cr to to ro v a • SEC.23-T 7 N -R 10 W n. HASTINGS - -W W— CD (0 0 ro co 0) 0) N r) / PROJECT NO. SHEET NO. F -6-.4(I007) 37 TL C.N.40741A Grass Land rn co Conc. Slob 1 3 Surveyed Shifted Q-) i N N cr Grass Land SmaII f_ve(greenu r w I REMOVE DRIVEWAY CULVERT PIPE SURFACE KNNi REMOVE ASPHALT STATION TO STATION SIDE SO. YDS. /2/ 7'40 - /22 74 00 Rt 89 /22 50 - /237'.07 Rt 98 40 N Grass N r~ Cr N to House cr to to ro v a • SEC.23-T 7 N -R 10 W n. HASTINGS - -W W— CD (0 0 ro co 0) 0) N r) / PROJECT NO. SHEET NO. F -6-.4(I007) 37 TL C.N.40741A Grass Land rn co Conc. Slob 1 3 Surveyed Shifted Q-) i N N cr Grass Land SmaII f_ve(greenu r w I REMOVE DRIVEWAY CULVERT PIPE REMOVE DRIVEWAY SIDE SIZE STATION TO STATION SIDE SQ. YDS. /20 7`8/ - /227475 LI FA/ 5/0 40 N Grass N r~ Cr N to House cr to to ro v a • SEC.23-T 7 N -R 10 W n. HASTINGS - -W W— CD (0 0 ro co 0) 0) N r) / PROJECT NO. SHEET NO. F -6-.4(I007) 37 TL C.N.40741A Grass Land rn co Conc. Slob 1 3 Surveyed Shifted Q-) i N N cr Grass Land SmaII f_ve(greenu r w I REMOVE DRIVEWAY CULVERT PIPE STATION SIDE SIZE DESCRIPTION /2/7`68 7 -Lt 36X80 C./ W P /2/7472 93"Rt /8"x20 C/l»/P /227'78 95R/ /8i 28' CM.P /24 7' 78 /00 "Rf 40;1- 60' CMP ti 0 SEC. 24-T 7 N- R 10 W It (D r) N- ( N I U8 Whoul 1 101,1 U' CONSTRUCTION & REMOVALS BUILD 9" CONCRETE PAVEMENT STATION TO STATION SIDE PLAN SO. YDS. /267L00 - /30 f 50 L/ R/ 2T 2463 BUILD CONCRETE MEDIAN SURFACING, PLAN 30 I -R3 STATION TO STATION Y SIDE SO. FT. /30 7` 34 - /30 t 50 Lt 64 SEEDING, TYPE "B," /09 ACRES r0 Edge of Asph. SEC.23—T 7 N—R IO—W BUILD EARTH DRIVE & -SURFACE (SEE SHEET NO. 2—S) STATION SIDE WIDTH > SLOPE /287`59 Lf. 40' -0.7 Grass Asph. Car Lot cDN 5711176.7.1 -4 -- Surveyed ti N cp u) Wheat Field 0 + REMOVE PAVEMENT STATION TO STATION /Z6/-00 - /30t50 \\\ SIDE Rt REMOVE ASPHALT SURFACE STATION TO STATION /297`47 - /297487 10 Co8 N d SIDE Lt Rf 5O. YDS. 2020 SO. YDS. 489 HASTINGS N 0 U c t O oo U J x (L a 0 L U — Ih crl c J t 0 zz U� K N (O N gym - +48 Tel. Jct. Box O N U c O O .7(0 0 — +I, 1)) N 0 T UGT Cable 6') f1 c Ccr O + Gross Guts l and M 0) cr REMOVE DRIVEWAY CULVERT PIPE STATION SIDE SIZE DESCRIPTION /297`64 /6- Rt 24X5/' C.M.P SEC.24—T7N—R IOW 0) PROJECT NO. F-6-4 (I 007) SHEET NO. 38 0, 0) (D O 2 T Hwy. No. 6 Asph. Surf. C.N.4074IA CONSTRUCTION & REMOVALS 1 BUILD ASPHALTIC CONCRETE PAVEMENT STATION TO STATION SIDE /35124 - /377' DO L t R L O E CD 0 N - Hwy. No. 6 Asph. Surf. m N (0 -4- (0 CD CD o 0 C cn I in o 0 10 r0 L ndoned�° Y -6- BUILD CONCRETE BARRIER CURB, PLAN 30 I -R3 BUILD 9" CONCRETE PAVEMENT STATION TO STATION SIDE I PLAN SO. YDS. /321- 84 - /35 f24 Lt Rt 2 T /_.5"/ BUILD CONCRETE BARRIER CURB, PLAN 30 I -R3 STATION STATION TO STATION SIDE LIN. FT. /321.84 - /33 t 54 Rt. . /347495 68 SEEDING, TYPE "B" 0.35 ACRES EROSION CONTROL /35 SQ. YDS.* SODDING /9/ SQ. YDS. *TYPE'16- Corn " G LNI G-031 _40 0 CO -0 (J) y 4, ,I, I g5� —I w• - )J ? A 7 . rn (0 0 r 0 _SS Corn Field rn N -4- 0 ro N.Gt:,.7v&N k\t\..\W- N. 'WNW\ \N- AtX.NN. • (3 O Asph Surf .n r '- ((3) Sh1t)wu1k +51-54' 8" Conc. Ret. Wall BUILD CONCRETE SIDEWALK, PLAN 301-R3 STATION TO STATION SIDE WIDTH SO. FT. /32 t 84 - /33 L 50 Rf 6 396 BUILD CONCRETE DRIVEWAY, PLAN 301-R3 STATION SIDE SO. YDS. /33 t 72 Rt 53 /347495 Rf 6/ SEC.I4-T 7 N -R IOW RECONSTRUCT EXISTING MANHOLE, PLAN 435 STATION SIDE DISTANCE FRAME & FLANGE RING COVER TYPE /32 7'25 Rt /0' ZZ ' M' e /32182 Lt 20' 77 8 + 45-55' 8" Conc. R M O 1• 3 - SS- -SS- - SS HASTINGS ZZ BUILD EARTH DRIVE & SURFACE (SEE SHEET NO. 2-S) STATION SIDE WIDTH % SLOPE /36 t 85 Rt 3/' 0.0 SS —SS — SS- -SS- 0 N c+ 0 Cunt Si(letwalk Asph. Sur(. F3 Sherman Service Center M (0 N CO SEC. I3 O C' ti T 0) N T c N K) V (0 73 cn K) m y (0 n • 0. Corn Field G Abandoned PROJECT NO. SHEET NO. F -6-4(I007) 39 G w 18"x 214' C.M. PIPE Asph. Surf. co M w tlernordoa Steak !-louse \\.\\` REMOVE ASPHALT SURFACE STATION , TO STATION STATION TO STATION SIDE SO. YDS. . /32 7` 84 - /37100 L t Rt /, 58/ N K) V (0 73 cn K) m y (0 n • 0. Corn Field G Abandoned PROJECT NO. SHEET NO. F -6-4(I007) 39 G w 18"x 214' C.M. PIPE Asph. Surf. co M w tlernordoa Steak !-louse O 0 ) C.N. 40741A CONSTRUCTION & REMOVALS rzzz, REMOVE PAVEMENT STATION , TO STATION SIDE SD. YDS. /34/Z5. - /3.37 9 L f 272 O 0 ) C.N. 40741A CONSTRUCTION & REMOVALS 0 CIZ 0 /0 O 0 4- + 17 Ma$hole (D 6"Gas O Z tzt co 0 Li +41 M Grass molk BUILD 9" CONCRETE PAVEMENT STATION TO STATION SIDE PLAN SQ. YDS. 209 7'32 - 2/3f96 Ltd Rt 2T 3/24 RECONSTRUCT EXISTING MANHOLE, PLAN 435 STA -SON SIDE DISTANCE FRAME & FLANGE RING COVE TYPE 2097'64 Lt. 25' Lt 6' B 1/ Lt 2//* 94 Lt 25' _Li g' 8 2/2 7' 27 Rt 22' 11 8 Asph. Parking Lot BUILD CONCRETE SIDEWALK, PLAN 30 I -R3 STATION TO STATION SIDE WIDTH SO. FT. 209132 - 2/0 *85 Lt 6' 9/8 2// *29 - 2/2 *27 Lt 6' 586 2/2 7' 6/ - 2/31-05 Lt 61 264 2/37'39 - 2/3 t 79 Lt g' 240 Grass Median 0 0 — 1148 0 In O O J 0 (n N a N -4- US No. 281 - Burlington Ave. 0 m rn 0) cf- rn co r m _ -rteCD BUILD CONCRETE DRIVEWAY, PLAN 30I -R3 STATION SIDE SO. YDS. 2//7'07 Lt. 58 2/27'44 Lt 46 2/37'23 Lt 46 2/3 t 96 Lf 24 Asph. Parking Lot o 0 CO CO, -4 4, 0 0 U c O 0 v n d HASTINGS ZZ SEC.13-T 7 N -R 10 W I BUILD CONCRETE MEDIAN SURFACING, PLAN 301-R3 SIDE STATION TO STATION SIDE SQ. FT. /43 209 7'32 - 2/0 f-43 Lt 444 4) 0 m c O 0 N Stairs r N Cedar Bushes (O /2 c O O• a v N a0 (°/ O-X%1L\ X:\ Nal, 74%1111&1\;: � M 4 0 (9 0 0 m s J PROJECT NO. F-6-4(1007) SHEET NO. O C.N. 4074 IA BUILD CONCRETE BARRIER CURB, PLAN 30 I -R3 STATION TO STATION SIDE LIN. FT. 209 t 44 — 2/0 t 87 Lt /43 2// f27 - 2/2 7' 29 Lt /02 2/2 7`59 - 2/37'07 Lf 48 2/37'37 - 2/37'8/ Lt 44 .3 Edge of Conc. 0 4) 4) a (9 N N 0 (9 a) 0 0 O Conc. Block Bldg. N O Conc. Pave. -.. o,...... O to g \\ O ` �,,�_ =�/, •I —_ N— —� iii• +O c{D r 2 I O N Gfa55 y c \11-'‘41"NIN" * T ./mosr..777,1ir, A t:‘tiNN* .17\ .. - • __ IA _ _ __ _. — iiia--- �� �- -- -- .��� �� 1,71 vr r A/ A /1/1,71 rtv ///ff/#J!V Arvria/A/A U c 0 0 4) v W t O 3 Q m 4, 0 (9 m 0 I CD f Iv 0 + a, City f -'ark IC) u) ( N () �) 0 4- , In 4) A /r'" )l. ro (O CO d O LL) (v It) CC, (V 1.0 SEC. I3 CO + nI c� 8' Cone , 0) M' V `4) • k\\`I REMOVE ASPHALT SURFACE STATION TO STATION r//// REMOVE PAVEMENT SQ. YDS. STATION TO STATION SIDE SO. YDS. 209 7'32 - 2/3 * 96 L t Rt 2664- 1.0 SEC. I3 CO + nI c� 8' Cone , 0) M' V `4) • k\\`I REMOVE ASPHALT SURFACE STATION TO STATION SIDE SQ. YDS. 2097'44 - 2//7'00 Lt 4/4 2//t/0 - 2/2¢29 Lt 272 cti cfl 0) N (D d • + N N W//////, REMOVE DRIVEWAY STATION TO STATION SIDE SQ. YDS. 2/2129 - 2/3 7'48 Lt /35 N 0 r cn • CONSTRUCTION & REMOVALS THE LOCATIONS OF ALL AERIAL AND UNDERGROUND UTILITY FACILITIES MAY NOT BE INDICATED IN THESE PLANS. UNDERGROUND UTILITIES, WHETHER INDICATED OR NOT WILL BE LOCATED AND FLAGGED BY THE UTILITIES AT THE REQUEST OF THE CONTRACTOR. NO EXCAVATIQN WILL BE PERMITTED IN THE AREA OF UNDERGROUND UTILITY FACILITIES UNTIL ALL SUCH FACILITIES HAVE BEEN LOCATED AND IDENTIFIED TO THE SATISFACTION OF ALL'PARTIES. THE EXCAVATION MUST BE ACCOMPLISHED WITH EXTREME CARE IN ORDER TO AVOID ANY POSSIBILITY OF DAMAGE TO THE UTILITY FACILITY. LC) 0 • D< LEGEND -- I 4•1••••••••• lJ /00' c 1 LIGHTING CONTROL CENTER LIGHTING UNIT COMBINATION POLE PULL BOX LIGHTING UNIT TO BE REMOVED (BY OTHERS) I/2" I %2" I%2• NONMETALLIC CONDUIT METALLIC CONDUIT GRS CONDUIT, JACKED COMBINATION POLE SHOWN ON OTHER SHEET LIGHTING UNIT SHOWN ON OTHER SHEET LIGHTING CONTROL CENTER SHOWN ON OTHER SHEET POLE 3 0 1 iV 0 /50' 0 i POLE 4 POLE 1 a; c 180' H 2 2 (1) 70' rn 0 POLE 2 PULL BOX 2 70' LO 0 PROJECT NO SHEET NO F- 6-4(1007) 4/ C.N. 407414 POLE 5 70' LIGHTING 0 a Asph. Surf. N UST — — — Evergreens 000 Birch 0 0 0 Birch ti 0 GO 0Q)Q O u7 STA. 1110 t 80, 65' LT LIGHTING CONTROL CENTER NO. 1 M to 0 c0 + 0 ►� h POLE 6 I N + 1'0 — G Sec, 14 - T7N - RIOW to + M co HASTINGS 8" Gas Line POLE 8 J II ' int ---UGT---- _� PULL BOX 3 4� Conc. Drive r 0 0 Q 0 (04'x24' Sian cn N CO 41. ex20' Sign 24' 0 d. Building O N Conc. Slab 30' Conc. Slab II II I1 II 0 to G PROJECT NO.gommorammar SHEET NO. F— 6-40007) IGS 0 • N u N III > I4 co 8. m c, FL,N in „: n.-, O O + 66' Building M + N c 0 C7 E O O N N ++ 0 > 0 c O + c m c. 0 E O N Sec.23-T7N -RIOW co N r -- co [jElec. Outlet Box co N V EIec.Outlet = _ Box O 0 ► > 0 c0 m O O + o 0 1- G� Drive Gravel N + 0' 65' O co U O Asph. Parking Lot 1 100' Steel Building 45' N LIGHTING __ C.N. 4074 I A 1' 1 .I J' dI -J — — — — — — — — — — — — G .1110 0 O 1 Asph. Surf. tDf- 00 --J POLE 9 O 0 O + Gas Meter G POLE 10 2) N f N Q 0 0 4 W co ID •••- 8 + �_ o — —G C o 0 C7 w 10) 5' SECTION A- A Sec. 14-T7N- RIOW 30°OFFSE' GALV. RIGID STEEL DETAILS OF CONDUIT INSTALLATION OVER BOX CULVERT DETAIL A • 0 HASTINGS 1_ Io �4 ,- Q Oo 12. IA 0) I a N. N I 1... I= J vi 3 i1N i = ItA 10" Sanitary Sewer — — — --- Wil -- — _ — O 0 a O O M T▪ .O "▪ N M M SEE DETAIL A ±-----B Gas Line --------------------G------------------ 275' w. M sr 3 UGT HW Y. 6 wo t0 + N 1 -ow UGT 6" Gas Line (Abandoned) CeL N N 6" Water Line Ot + G n L6T---_.� ti I" Water Line —w ---- 10' Walk a' 0 M sr STM 0' 160' Building -CO O o� Oto • 0 O 0 0 0 M + + O /0' POLE I 1 t0 G O t0 u') -TF3 o •• to 4. 1 t0 sr STM - 0 PROJECT NO. SHEET NO. F- 6-4(1007) 43 N C.N.4074I A N N 01 01 xl 0 N 3 POLE 12 , 15 W H 0, 11 + N Surveyed 1 3 MY --- STM ewer Line \ � of PULL PULL BOX 5 %Lo, • + w 40 N N ++ uo O N • ` O to CD 4- c a 0 Asph. Parking Lot Sec. 23 - T 7 N - R 10 W c in 0 0 0' 0 0 /0' - /05' POLE 15 POLE 13 h/ to + LIGHTING CONTROL CENTER NO. 2 STA. 130+70, 61' LT -0 • SEE DETAIL A e 0 LIGHTING 1 N Cr) t • Building 85' Q — Wolk rO N + Asph Parking Lot Ic J a _ 0 l/5' C7 J POLE 16 Asph Parking Lot 5' 0 0 O O O co + Motel 60' If) N M_ + Walk co O N M N cn cv + Sec. 13 -T7N - R IOW co 0' cD N_ HASTINGS 0 0 0 0' Zr- 1- 95' v 0 M M - STM - 1 1 0. ewer Line STM d 45' M + 20' Motel 01 NI N 3 13 oI `I + 01 L ) -� POLE 18 3II ,' II 1 N O 1) N 0 0 N O o /95' tj + 6" Gas Line PROJECT NO. SH&ET NO. F-6-4(1007) 44. -C.N. 40741 A co N .110 • c0 M r �I 3'1 � ~ U s h. Surf 1) 1.0 • 0 0 //5' PULL BOX.6 /45' POLE 17 -co k v5#�s' PSQr. a O Sec. 24- T 7N - R IOW t a: M + + a 290' N Surveyed Shifted 6„ WeerLine POLE 19 50' t0 LIGHTING J • CO N d o 5'� .1 •1 5' N .1 en d cn N Building 90' • 0 K1 POLE 20 Hull,iiny 50' Walk N) O 3 co tn co J ' 0 l7 0 Ei r- 0 m 3 0' 0 Building 70' 0 O 01 0I o Iti o +U) 1' Watt Line 5 W __ -. 3£3-)_ m 3 J 3 N _ N a Sec. 13-T7N-RIOW `_" HASTINGS ro O O O + + 0 (V a) N N ti OD N s M 8' + 0 3 O M + 20' Building 0' N 2' 7' Walk 0 3 0 3 0 (D _0 64' POLE 22 Asph. Parking o 1 Asph. Parking Lot In 0 CO Gas Stat ion 32' O N ++ Ca (0 0 In + r) 0 In In 0 0 N 't cr 0 N co a,al N + + + O+ + + _0O O -0 N0 O O tO 4.0 to tO +�� ko 4' Gas Pump Island (D Conc. Slab (D N ( 4' Gas Pump Island 0) 0 M PROJECT NO. SHEET NO. F- 6-4(1007) 4455- 4. Asph. Parking Lot M O Filler Pipes For Underground Gas Tanks (o 0 M ti 00' T szt In Sur t N J I )YI - - 0' 0m 0 , 10" Sewer Line 1 Ca C.N. 407414 TSOM om/ • - ] - - C vl Suiveyed Shiflted -' w Iter L ine — — w N a) 6 Gas Line In. N ti — m .► wo_- --- N o In 0c + + U' (n C — 6" Water L) 13 . Lin e Q240' POLE 21 4 96' 45' O • Sec. 24 - T 7 N- R IO W 0 (9 (n 21 a2 0 _ POLE 23 a 0 u_ 0_ en0 0 (9 0 0 0) O N M LIGHTING • Lo (0 to ro 2 a, rn = — ± 10: 30 -' S, Curt -4- 0 cJ o -cm 0 I \ I \ 4- -18"x30' R.C.P'rn+ /75' Drive 0 - Gas Station 34' 4' 1,Va I k 0 )Gas Island 1),) + CO as crco 0 10'x 30 Sign 36: Conc. Curb Gas Island ) Gas Pump Island o Lc, to Water Line .S.r.7:1.1.1TTII rT =1Pi1 30"x58' R.C. P. _ c Trailer Sale Parking Area 4) Asph. Surf rn en rn ro (17) 0' Building 16' t0 Conc. Drive T 0 55' - - s 7 m _ _ ----. _ -cn -o) ,n 2' Wolk ,n c _ 1 cr. V cio 1r- + 0 0 cn2 Wa I k 40' 2Walk 1 40' SJ ..;cv co 0 ‘-`)r, • -°1 CO Tr. PO R" v ... Sec.13-T7N-RIOW POLE 26 CV 0 /25' -cv i4 co -r2 HASTINGS 0 cr) 0' tr; 3'xI8' Gas Island LC) -SD + Conc. Slab ./1 3‘x181Gas Island ) C0 (D oa (1) C. M. P. o ao I I _ + 18 x 1 45' 0 a, cr IV) 2in irtin 11111 co a, Building 1' PROJECT NO. SHEET NO. F 6-4(1007) 0 co — + co 0 03 132' PULL BOX 110' c 0 V .0 0 0 0 0. CP STM -STM W — rn rn Cr) CV pro rn r•-• -4- 0) co Ala :1) 4) 0) 47 () CZ)/ 0 In 0 0' 4., 2 0 _ _tc\jlw - o rfl + Ismi••••0 Surveyed 04 w ce)Grass Island 0 1811x 74' R.C. P. U.= _ 11 re) c N CO N - - _-_-___ ____ _ ..._ c 0 re) It ._ k.0 U) -1- (.7 t.0 04(1 .-.71 03 - 55' j 1 • - -01 t CID Parking Lot 351 0 6 .1 Service Station 0 c,i M -7 ._ cn ,- co .._ (0- -1- IT-- - - -0 in /..- 0i 0 NI en c o 0 1.0 -Do + + 115' _,_ Conc. Sia b U1 co 0' f‘l Shifted _ 6" Water Line Conc. Drive POLE 27 Sec. 2 4 - T 7 N - R 10 W 7= 50' t•- 0 — + , co op 3 x 12 Conc. Island ) Building Conc. Drive _J 4) C.N.4074IA __yap — Go Gas Shutoff 11 0 co w "re)z + cr. co 4. c . — u) 0 30' co M 6 0, 0' LIGHTING COMM m 35' • N M cr - - Sec.13-T7N-RIOW cr. HASTINGS co r- + + 1 0 � O 0• + x Asph. Parking Lot Asph. Parking Lot c0 cr + POLE281 5, 0 m 0 40' N N cr ti • ti + Motel Canopy 0 + 1' O1 0 1n CL 24' rn 0) cr- tri - a+ N 0.- + '+ + N cc'cD 3 N c (no c I ,� �1n n a fi J ( N- +0 > x 111 ... 1n Vi I + I to x 0 n -71 d '. 0 fob n O 0 ma - ',0 -90' .--- + M • u) • - .2.4 ▪ 1 + M 0) Motel N 3 0 d 1 0 N CO an + co t - p T O 0 0 M PROJECT NO. Arammrsowaxr SHEET NO. F-6-4(1007) } 0 0 0 Restaurant & Lounge 70' .O N 7' Walk (0 N 0 ti A sph. Parking Lot t0 N + In + 01 Igo 10" Sewer Line 9POLE 30 /00' N 0 + + (0 3 n 3 0 0 c, C1 1- N 0 N PULL BOX 8 115' .�. 20' /--; STM — m STM --STM ccuSTM -- - NSTM co 10" Sewer Line Surveyed € Q�I/ N i — „) _ 1 1 EI (si 1 Asph. Sur • o er ine 6" Gas Line - 01 N ==_ -121111.9111••••• I" Water Line 5n/rrea 6" Gus 'Line 6" Water Line o M- �+ ,r- (0 M — = Q 0�c0 041 ti a1 -t • /25' il • Canopy 0 /5 80 O POLE 29 0' 0– . - (0 03 c0 Used Car Lot 01 + 0 01 c Q' N 0 Building J 0 c o 0 (0 v laQ co Motel (I r' 1 0 I. I° to'0 0 03 +1247 rn 0 o+ O i0 0 0 M 1r) + N + P c 0 Q) o + Cr N N N Sec. 24-T7N - RIOW t0 M + N + o. pct 42 1,s co - Conc. Slob + + 2 mow U3'P0LE3I 8'M + Motel 38' Y 3 in M 0) x 0 co 0 i 45' —71, 0 0 10 + Walk 35' m 0 c 0 0 Retainval Wo!) ° 0 c .1 Q M '�, c (0 01 + t0 + 0 8 W 5 M C. N . 40741 A 0) + (i) gtt h LIGHTING 0 0 c 0 0. • z 0 r Y tcfj " )•• POLE 5 —c N — te. irr) + "4g .c. . . 00 , — _c. .R.E.C.M._. cT12"x20s R.C.P 7- + c°, 0) sr + w 7H3WI . -01 10 --__J- — —.Cr — — — — — Sec.13-T7N-RIOW CO 0 .0I) tD 0 t + cJ 0' co 1) 0 "t$ (t) ti 4+1 4 0 N CO CsJ POLE 33 to 0 -In CO (0 (a) (1) c'N,) POLE 37 55' 0 HASTINGS Conc. Slab -co 10' re) 0 '3• 0' 4'x15' Walk 44' Building sr cv•-• 0 rn '. to e•I In II) t.0 + 0 0 ow ' Asph. Surf. 6" Gas Line Line -sr 10" Sewer Line STM 4. 0 (fro —G -- - ‚° —ST chAV t‘i „ rrDwo. I Water Line io cJ -r- "0 in (V 2 No N —W 0 rn CV °Q. + 0,1 • cu + 0 .1.11•Ilani••• 11 H W Y. -00 0.1 4 4'x 5' Gas Pum • Island CI 4" Gus Line h- 0 r- 0 11••=1•• PROJECT NO. SHEET NO. F-6-4(1007 J6 10 C.N.4074 IA 0 r- 175' ) cr. Drive Gravel "4 (,\ cm In to r- • C\I 1.0 Sfilfted - r 0 q. 0 0 1- Conc. Slob Building 0 0 POLE 34 a) Conc. Slab POLE 36 r- Filier Pipes O 0 0 0 0 co sr a+ cn O t 0 9 + + + + + 0 Building 0 0 0 N + Conc. Slab to r-- 0 STA. 206 +25 -39'LT. LIGHTING CONTROL CENTER NO.3 1 Asph. Surf. Sec. 24 - T 7N-R1OW e 3): LIGHTING L) . Drive Gravel Sec. 13 - T 7 - RIOW ro 4111110 O 0 + 0 O in N a) al a m + + + + a. Q c:3 a Q+ NN N d POLE 39 25' N o 25' t!) IOC d N x c J 0 O /55' 0 o cc 2+ Y Q o och r $$0 �+ Y 0v) u) t0 0 Asph. Surf. N 0 Building ti co + G d' 0 + Gas Line 11 r4" Gas Line \�f C = D r3 rn c M P- 0 0� d 0 0 0 1- G N 0 s 0 0 11 II II 11 wl II I _60' RTL -S LL --- "' 0 N + M cI C—~ -- --- 1 -i 1��//M o $t' / + 2 /0 40' POLE POLE 40 Sec. 24-T7N -RIOW 95' �'O 0 -olAsph. Surf. 0 \ I 0 0 f` + -T- a) -el m0 m 0 oto O+` Building 0 STA. 1155.03 70' LT. LIGHTING CONTROL CENTER NO.4 STA. 1155+03, 42' LT. PULL BOX 14 x • HASTINGS M Sec. 18-T7N-RIOW Cultivated --- — G — ----- ---- — Shifted PROJECT F-6-4(10 Surveyed € 4' Oaa Line G—------------r—--------� _ ` O N PI 9 to 0 v • N N • iA + Conc. S la b 35' 0 N PULL BOX 9 Pasture Asph. Scarf. O NO. SHEET NO. 07) 4? C.N.40741 A Sec. 19-T7N RIOW NIc_ J�N O 0I -N I )0. O -0 U O m LIGHTING. 1 W-- 0 f G * G in M -to M N -r ti 0 w w w G Asph. Dr. Soy Beons 0 0 cn 0) / m 0 ( M N w w W w w w ---w w w - -w -- w lo" Water ane w w '`-1-- w 1 v ti G G G 6 --- --G — G G G— G— — A. G — G 2 Gas Line G - G -i- ---G 4" Gas Ltne MM Y Q M M �M M O If (,1 1 SEC. 23 -T 7 N - R 10 W Gross Land Turning Lane to ti (r PULL BOX 10 w HASTINGS w w— --w--- 0 G G G 0 CO N M W-- -- ----w a G — G =06- -G M_ M N 0) Surveyed Cl 180' POLE 43 Soy Beans 0J M —w ---G- 70' G PROJECT NO. SHEET NO. F-6-4(1007) Q C.N. 40741 w G Hwy. No. 281 Asph. Surf. N (0 •vim'.. C • tee C:h Q) CV Q 00 CO co tfi tri O p W Corn Field • SEC.24-T 7 N -R 10 W w c j f N O O POLE 42 O _et N i A • 8 f Past. 0 LIGHTING 1 • • W -- G - 0 —G -- 0 N Soy Beans G 4°Gas Line—G_ M W N M -- PULL BOX II co vr W —W N N W W WIO�Water Line W— — _ w ♦N T 11M Gross Land w— --w W W W SEC.23-T 7 N -R 10 W W w — HASTINGS W CD (D 41 M PULL BOX 12 7, fr Grass Land Surveyed € Shifted Q PROJECT NO. SHEET NO. F- 6-4(1007) 61. POLE 46 Hwy. No. 281 Asph. Surf. 0 0 cn N 03 fif elle � 4N1gI I kroi lilf0 o) 2 House o 1 10 M0 • N D • 110 1 $ 1n M ti ti N-nr Q C) 0 03 01 h tD GD 0 03 SEC. 24-T 7 N- R 10 W M r 01 C Field Cr Whp& Meld 11, • • C.N. 40741 A LIGHTING 0 POLE 47T 20' 2/5' N- N Surveyed Cl ti to O A co N Edge of Asp 0 a0 SEC.. 23-T 7 N -R IO -W 50 O a_ J O POLE 49 Grass Asph. Car Lot /50' 0 a Q HASTINGS u Ir) 0 M 0. a 0 • a w 4d Asph. Dr. N f T¥ v t� mT Uv l F- M 1 M 0) N 0 co Wheat Field POLE 48 N ti O 0 I 0co I CyJ Co- ) co W (� N cO Q co O cd co CO — 0 0 8 \\ (a N t '0 o 240' Hwy. No. 281 Asph. Surf. O 1 BALTIMORE ST. Grass -a-- POLE 50 40' t— Grass Land SEC.24-T7N-R IOW N ti J cl • PROJECT NO. SHEET NO. F— 6-4($907) L 0 2 T No. 6 Asph. Suri N tr) U 52. C.N. 40741A a LIGHTING a Hwy. No. 6 Asph. Surf. N:2" 9t3 N N t ro 6 N t0 (�0 4 - CO (., cl co U) 3 5�. c) 3 m a1 Ij • cD N rn N � )14 N // w w tL� G - _ 1 A cn 3 r ) M Corn Field /25' SS ss ss - -G POLE 51 M M 60' O U c 0 0 CO n --G- 'sr t) O - C - -- -- B -- — 0- 12"4 -- 12"x y8Storrn SWWWr 36"x 94' Conc. Arch Pipe -36)'17-941 Conc. Arch Pipe 7 SEC.14-T 7 N -R 10 W POLE 52 M � — 1 20'to • •~ ss-- —Ss ss---Ss---SS- -G — - -G-- - -G— G Y I 1 fit. BALTI MORE ST. SS; -- - - SS — 6 V4 6 W' 6 6 6 --W — — W — — —W — e6ra R�r� Conc. Sidewalk Conc. gldewalk Actor but t a 24 ASPH. SURE 6 W 6 6 - W— — +2C 0 26 (6) o' M 1 - co Sherman Service Center M (0 M c0 8 N CO SEC. 13 0 m HASTINGS 150' • - SS SS -- p --G — rn 1 ZZ PROJECT NO. SHEET NO. F- 6-4(1007) 53 C.N. 40741 A .s t POLE 53 M O rn SS---_ -ss-- -- -- o G— — - —G— Corn Field Abandoned t') G 0 Y) N D N i7 W M 4 wP N W c -6- W N W 18"1, 214' C.M. PIPE co Bernardo! Steak House ti O t0 .' 0 LIGHTING 8 _sra_§"Gas Li O Asph. Porking Lot Asph. Parking Lot 0 HASTINGS , SEC. 13- T 7 N- R 10 W 0 v 0 c 8 O sr 0• . N Edge of Conc. 0 N D$ a J a) Stairs Cedar Bushes JI Corr. Block Bldg. v 45' POLE 54 N51 I R O 0 O t0 c M A Cly c 0 Grass Conc. Pave. ►o' 0 a W li -J c 0 U PROJECT NO. SHEET NO. F— 6-4(1007) u d Ic)�,g 4. 4. 4 f+ In CO CO aI 5 -J N 0 • C.N.4074IA N — 1148 00 C. Hwy. No.6 US No. 281 - Burlington Ave.. Grass Median Burlin • ton Ave. Conc. Pave. 0 d' N N 11) 4- N ti t O M 6D N CD . 11 ti 4- CO 0 to -co t 1) sr r N 0 PO ti co ti 0 CD • Q O 1%- 0 O 4. vt 10 + N City Pork 0 4. In tD 0 0) O 0 1) O 0 Q . O N f + 143 iti II * POLE 55 tt co C / o `� I I �j/ M �� Conc. .. m►/mac 0 ti 0 1 t SEC.13 0 c 0 0 ID + ti co 0 h r 0) -in-�a 41- CV Is CV N N I. - 0 0 + i ✓ +10 N 0 4. yr —O r-.▪ . _ + + 1✓ 1A O) qr 1) ~. N 0, 14. - N tD -r 0 r- 0, LIGHTING A 1 r E ANCH-,P E0LT i4 REO RE.2 TTP, R� `G MER 0987 MINIMUM CLEARANCE F;,aPR!ER CJRB 1 I J 6" c 1' '1 oARK'N0 AEA �� O A 1 K IE Ck^,L, P02 c. .C,. PE EAr ( RE C;) Rif 5 0' T SE T IPE PE .J1 f ) E x :-A N r. 3' N 1 PULL BOX SCHEDULE UNIT N' UNIT N° STATION REMARKS TYPE , 1104+33 LT. 7n' CENTER_INE PR_ ' . 1109+30 ' T T . L 23' LT. CENTERLINE PB -5 Ori ' 1111+10 P;. _? RT. CENTERLINE PE -5 ** 1ii4.45 RT. _,7' PT. CENTERLINE PB -5 2.1 11)0+3? P?. 53 P7. CENTERLINE P2-5 6 1123+15 PT. 42 T. CENTERLINE . 22-5 135+55 RT.15 1138+90 L' . 4' CENTERLINE " . � ATL _ P�-5 53 1135+:0 -T. 44' T. CENTERLINE 22-5 C •^5.15 PT 41' LT. CENTERLINE 2E-5 10 11 7+50 - L ! . CENTERLINE ..-`. SL -A-45-6-0.40 21+ CENTERLINE 2E-5 1? 124+60 LT. 26' LT. E NTEPOINE RE -5 13 ?11+45 0T.E 4 � T. "-' LCENTERLINE CENTERL N 26 U - 14 H55+03 LT 42' LT. CENTERLINE PB -5 LAMP SCHEDULE UNIT N' WATTS TYPE INITIAL LUMENS RATED LIFE HRS REMARKS * r r,_77 ' . 24 000 , .5E SPECIAL PPOVISIONd. ** Ori ' I''. P S 52,017. 24.000+ ** MAG.REG. 240 ±10`. 2.1 476 40-5M 90+ 15 52 135+55 RT.15 BALLAST RATINGS 12b+20 LT. LUMINAIRE DATA UNIT N! LINE VOLTS ALLOWABLE LINE VOLTS VARIATION IES DESIGNATION REMARKS ALLOWABLE LINE - VOLT DIP T ' . SHARP CUTOF.` , .5E SPECIAL PPOVISIONd. ** 1.4 , ". CHAP; CUTO- ( SEE SPEC IAL PP.O`, ,IOP,_ ** MAG.REG. 240 ±10`. 2.1 476 40-5M 90+ 15 BALLAST RATINGS 12b+20 LT. UNIT N' TYPE LINE VOLTS ALLOWABLE LINE VOLTS VARIATION LINE - OPER AMPS LINE WATTS ALLOWABLE LINE - VOLT DIP PF X * MAG.REG. 240 ±10;: 1.4 313 40-50' 90+ ** MAG.REG. 240 ±10`. 2.1 476 40-5M 90+ 15 52 135+55 RT.15 53 .. 137+05 L T 15 54 209+85 LT. SL -A-45-8-0.40 10 IN BARRIER CUP.`: E5 * POLES 1 THRU 8, 42 THRU 53, 56 ** POLES 9 THRU 41, 54, 55 LIGHTING UNIT SCHEDULE UNIT NO. STATION TYPE W REMARKS 1 1103+20 LT. SL -B-40-12-0.25 15 2 1104+50 Rt. 15 3 1106+00 LT. 15 1107+50 LT. 15 5 1109+30 RT. 15 6 1111+10 LT. 15 1112+75 PT 15 1114+45 '0T . 15 a 1116+10 PT. SL -A-45-6-0.40 1117+60 n 1119410 PT 1120-33 0T. COME. LT. & SIG. POLE 13 1127 COME. � LT. & ' IG, ROLE 14 1121±46 * COME. T. & SIG. POI2 121+80 RT SL -2-45-12-0.4? 16 1132+15 LT. SL -A-45-8-0.4- 10 IN BA PIED CURE 1124+60 P7 SL -A -45-6-0.4C 8 18 11..-05 LT U 10 1127+52 RT. 1129-05 L - SL -A-45-8-3140 10 IN BARRIER 2'025 130+40 P7. SL -A-45-6-'.4' 3 131+30 LT. SL -A-45-8-0.40 10 IN BARPIEP CURB 133+20 PT. SL -A-45-6-0.40 134+65 L SL -A-45-8-0.40 1C 135-95 SL -A-45-6-0.412 26 137+3C' SL -A-45-8-0.40 In IN BARRIER C 133+85 RT. SL -A-45-6-0.40 ! 142;+40 L SL -A-45-8-0.40 10 IN BARRIEP. CUPS 29 1141+75 R .-A-45-6-0.40 1144+45 ET. 32 1145-30 P.T. 33 114680 LT. 62' LT. CENTERLINE 34 1147-15 PT COME. -T. & SIG. POLE. 114*0- 3 6 1147+9E SIG. 2022 COME. LT. & SIG. POLE 37 1149+40 '_ SL -A -45-6-0.4C 38 1150+80 R 1152-25 40 1153.70 PT. 41 1155.15 L 4? 117+50 07. SL -B-40-12-0.2" 4 11930 LT. 1h 44 121+10 RT. 45 122+90 LT. 1 47 12b+20 LT. " 15 4EE 127+70 RT.15 49 129+00 L.T. ,, 15 50 130+10 RT. " 15 21 T 134+05 L . 15 52 135+55 RT.15 53 .. 137+05 L T 15 54 209+85 LT. SL -A-45-8-0.40 10 IN BARRIER CUP.`: E5 211+15 RT. SL -A-45-6-0.40 8 1 212+70 LT. SL -A-40-8-0.25 10 / P IN BARRIER�,L��.~; *SEE TRAFFIC SIGNAL PLANS FOR POLE DETAILS. LUMINAIRES ON COMBINATION POLES TO BE 400 WATT HPS, TYPE III, MED, CUTOFF ON 12 FT. MAST ARM, AT 45 FT. MOUNTING HEIGHT. 5'-6" (TRUSS TYPE) 3'-6" (SINGLE MEMBER) NOTE: POLE FOUNDATIONS SHOWN ON PLANS AC BEING LOCATED BEHIND SIDEWALK SHALL BE LOCATED DIRECTLY ADJACENT TO BACK EDGE OF WALK. TOP OF FOUNDATIONS TO BE THE SAME ELEVATION AS BACK EDGE OF WALK, EXCEPT THOSE IN BARRIER CURB 7 F-6-4(1007) 55 C.N. 40741A (SEE ) TRUSS TYPE -OVER 8' LENGTH SINGLE MEMBER - 8' LENGTH OR LESS 27" 12" (APPROX) / // // II I// // MOUNTING HEIGHT STREET LIGHTING 7 UNIT -1 EXAMPLE: SL -A-40-15 &12- 0.25 A - ANCHOR BASE / 8 - BREAKAWAY BASE ' S -MOUNTED ON STRUCTURE MAST ARM LENGTH I -FIGURE FOR SINGLE MAST ARM i 2 -FIGURES: DOUBLE MAST ARM LUMINAIRE SIZE IN KW CODE FOR LIGHTING UNIT POLE SHAFT DATA STEEL OR ALUMINUM SECTION TAaERED , ROUND OR POLYGONAL FINISH GALvANIZED (STEED OR BRUSHED (ALUM) ANDHOL_ 611x 4", 90c CLOCKWISE FROM MAST ARM BRE AK AWAY BASE BREAKAWAY SUPPORT COUPLING MEETING AASHTO CRITERIA (1975) TYPE OF BASE i --(SEE SCHEDULE) I" MAX. PROJECTION GROUND LINE SEE FOUNDATION SHEET FOR DETAILS EDGE OF PAVEMENT OR BACK OF CURB • ROADWAY LIGHTING • COMPRESSIO'' SPL ICE (SEE DETAIN FEEDER CABLE FEEDER :.ABLE CABLE SPLICE ALL WEATHER PLASTIC TAPE I/2 LAP LAYER INCOMING CABLES RLEBER SPLICING TAPE COMPRESSION TAP 1.5 MIN. 20T Jwk.-4T MIN. T= THICKNESS OF INSULATION ALL CABLE SPLICE DETAILS ARE TYPICAL CABLE TAP 18" PIG -TAIL, LINE SIDE N° 12 COPPER N° 12 COPPER TO LUMINAIRE--0- BREAKAWAY FUSEHOLDER NOTE: TAP AND SPLICE FITTINGS MUST BE RATED FOR SIZE AND CONDUCTOR MATERIAL BEING USED. ANTIOXYDENT COMPOUND SHALL BE USED AND PROPER PROCEDURES FOLLOWED. STUB OF BREAKAWAY SUPPORT 4" MAX. 60" GROUND LINE BREAKAWAY SUPPORT STUB CLEARANCE DIAGRAM ANY SUfETANTIAL REMAINS OF A BREAKAWAY DEVICE, AFTER BEING BROKEN AWAY, SHALL NOT PROJECT MORE THAN FOIR INCHES ABOVE A 6U -INCH CHORD ALIGNED RADIAL_' TO THE CENTERLINE OF THE HIGHWAY AND CONNECTING ANY POINT, WITHIN THE LENGTH OF THE CHORD, QN THE GROUND SURFACE ON ONE SIDE OF THE SUPPORT TO A POINT ON THE GROUND SURFACE ON THE OTHER SIDE . 1 SENEPAL _S: CONDUIT SHALL BE INSTALLED Ir. ACCORDANCE rI . ESECTICN THE NEBRASKA STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION. • ELECTRICAL SERVICE LOCATION IS APPROXIMATE. ACTLAL LOCATION WILL BE AS DIRECTED BY THE ELECTRICAL UTILITY AND THE PROJECT MANAGER. 3. IN PULL BOXES OR POLE BASES WITH MORE THAN TWO CONDUITS, THE DIREC- TION OF EACH CABLE RUN SHALL BE INDICATED WITH PERMANENT TAGS OF RIGID PLASTIC OR NON-FERROUS METAL WITH EMBOSSED OR ENGRAVED LETTERS 1/2 -INCH MINIMUM IN HEIGHT. TAGS SHALL BE SECURED BY NYLON STRAP TIES. 4. LIGHTING CONDUIT AND TRAFFIC SIGNAL CONDUIT MAY BE LAID IN THF SAME TRENCH. 5. GALVANIZED INTERMEDIATE METAL CONDUIT (IMC) MAY BE USED IN LIEU OF GALVANIZED RIGID METAL CONDUIT. ALL CONDUIT MUST BE U.L. LISTED. 6. ALL BOXES AND CABINETS WITH ACCESS TO ELECTRICAL COMPONENTS MUST BE PADLOCKED IMMEDIATELY AFTER INSTALLATION. CONTRACTOR SHALL PROVIDE PADLOCK DURING CONSTRUCTION PERIOD. AFTER FINAL ACCEPTANCE OF PRC- JECT, MAINTAINING UTILITY OR AGENCY WILL PROVIDE PADLOCK. 7. AN EQUIPMENT GROUNDING CONDUCTOR SHALL BE BONDED TO ALL POLES, TO THE GROUND ROD AT EACH POLE, CONTROL CENTER AND/OR SERVICE LOCATION AND TO ALL METALLIC NON-CURRENT CARRYING COMPONENTS. 8. 9.. CONDUIT PLACED UNDER ROADWAYS AND DRIVES SHALL EXTEND A MINIMUM OF 2 FT. BEYOND THE EDGE OF THE ROADWAY SURFACE (INCLUDING SURFACED SHOULDERS). FOR PULL BOX DETAILS SEE STANDARD PLAN NO. 914. 10. NONMETALLIC CONDUIT PLACED IN TRENCH SHALL BE ONE OF THE FOLLOWING TYPES AS DEFINED IN THE SPECIFICATIONS: PVC, FRE, PE OR CID. METALLIC CONDUIT USED UNDER ROADWAYS OR DRIVEWAYS, ON STRUCTURES, AS RISERS OR AS JACKED CONDUIT, SHALL BE TYPE GRS CR IMC. 11. ANCHOR BOLT PROJECTION S/g"X IO' MIN, GROUND BOLT CIRCLE • �-- ANCHOR BOLTS I" CHAMFER CL C CONDUIT 6- NO. 6 BARS >-4-NO. 4 BARS CONCRETE FOUNDATION POWER INSTALLED STEEL POLE FOUNDATIONS MAY BE USED IN PLACE OF CONCRETE FOUNDA- TIONS WITH PRIOR APPROVAL OF THE ENGINEER. SEE STANDARD SPECIFICATIONS. FED. ROAD, DIV. NO. STAT FE.^. A1. PROD. NO. 7 (NEER] F-6-4(1007) 1 SHEET NO. 52 40741A 0 GALVANIZED E' 1F I THREAD LENGTH 6" ANCHOR BOLT DETAIL STREET LIGHT FOUNDATION DATA I MOUNTING HEIGHT 1 AI B C 1 STEEL I CONCRETE 25' & 30' 1 2` - 0" 1 5- 0" ' 3" MIN. ( 50 lb. 1 0.58 Cu. Yd. 35' 81 40 1 2'-0" I 5-6" 3" MIN. 1 55 1n. 1 0.64 Cu. Yd 45 a 50 1 2`- 6" 1 6'-0" 3" MIN 1 63 I::. I 1.10 Cu. Yd_ VARIES WITH POLE DESIGN ( REFER TO MANUFACTURERS SPECIFICATIONS) CONCRETE CLASS "47 - B" ROADWAY LIGHTING 4 • 1110 • e 1 2 MIN e 0 0 0 • 0 2 0 • R AD LIGHT! G CDPHOTO-CELL,BY CONTRACTOR I/2- GALVANIZED RIGID STEEL CONDUIT BY CONTRACTOR Q SERVICE DROP AND CONNECTIONS, BY UTILITY CD WEATHERPROOF SERVICE ENTRANCE HEAD BY CONTRACTOR OS SERVICE RISER 12 RIGID STEEL CONDUIT BY CONTRACTOR WEATHERPROOF FITTINGS METER SOCKET(IF REQUIRED BY UTILITY ) BY CONTRACTOR OMULTIPLE LAMP CONTROL RELAY WITH INTERNAL H0_A. SWITCH BY CONTRACTOR 12RIGID STEEL CONDUIT BY CONTRACTOR 10 No.6 AWG COPPER GROUND WIRE, BY CONTRACTOR CD TO UNDERGROUND FEEDER CIRCUITS 12 5/8" X 10' GROUND ROD BY CONTRACTOR 13 25' CLASS 5 TREATED WOOD POLE BY CONTRACTOR TYPICAL SERVICE INSTALLATION TYPE -IR' Mil • 4111111. • i POLE - d•MIIIIM AMMO! 011•111111110 ----- I AND. ROD 2 -WIRE 240 VOLT EQUIP. GNC. WIRE AND CABLE SCHEDULE SERVICE ENTRANCE: SINGLE CONDUCTOR, STRANDED COPPER; U.L. LISTED; 600VAC, CROSS LINKED POLYETHYLENE; TYPE USE. SIZE: SEE BELOW BRANCH CIRCUIT FEEDERS: SAME REQUIREMENTS AS LISTED FOR SERVICE ENTRANCE CABLE. SIZE: SEE BELOW POLE AND MAST ARM WIRING: SINGLE CONDUCTOR, STRANDED COPPER; U.L. LISTED; 600VAC; TYPE THW; OR THWN. SIZE: NO. 12 AWG MIN. CONTROL CIRCUIT WIRING: SAME REQUIREMENTS AS LISTED FOR POLE AND MAST ARM WIRING SIZE: NO. 12 AWG MIN. GROUND CONDUCTORS: BARE COPPER WIRE, SOLID OR STRANDED. SIZE: NO. 6 AWG MIN. CONDUCTOR SIZES: SERVICE ENTRANCES: PHASE CONDUCTORS NO. 6 AWG CU NEUTRALS (FOR CONTROL CIR. ONLY) NO. 8 AWG CU. BRANCH CIRCUIT FEEDERS: NO. 6 AWG. LIGHTING CONTROL CENTER (MULTIPLE CONTROL RELAY) GENERAL - ELECTRICAL, MECHANICAL E PHYSICAL PROPERTIES OF THE CONDUCTORS LISTED IN THE "WIRE AND CABLE SCHEDULE" ESTABLISH THE MINIMUM ACCEPT- ABLE REQUIREMENTS FOR EACH LISTED APPLICATION. CONDUCTORS WHICH HAVE PROPERTIES THAT EXCEED THESE MINIMUM REQUIREMENTS MAY BE FURNISHED AT THE CONTRACTOR'S OPTION WITH THE ENGINEER'S APPROVAL. NO ADJUSTMENT IN THE CONTRACT PRICE WILL BE ALLOWED. CONTROL CENTER SHALL CONTAIN ALL NECESSARY EQUIPMENT FOR PROPER Z)1STRIBUTION, PROTECTION, AND CONTROL OF THE SYSTEM, AND SHALL BE SUITABLE FOR OPERATION ON TYPE Or ELECTRICAL SERVICE AVAILABLE. MOUNTING AND INSTALLATION OF CONTROL CENTER SHALL BE AS DETAILED. FERROUS HARDWARE MUST BE GALVANIZED OR PLATED. CONDUITS WHICH ARE FASTENED TO A STRUCTURE, WALL, OR POLE SHALL HAVE ACCURATELY FORMED OFF -SETS, OR SHALL BE PROVIDED WITH OFF- SET FITTINGS AT THE ENTRANCE TO BOXES, CABINETS, OR OTHER DE- VICES. ALL WIRING MUST BE NEAT AND ORDERLY AND SHALL COMPLY WITH APPLI- CABLE SECTIONS OF THE NATIONAL ELECTRIC CODE, CURRENT EDITION. THE CONTRACTOR SHALL INSTALL CIRCUITS AS SHOWN IN PLANS. THE CONTRACTOR SHALL COORDINATE HIS WORK WITH THE LOCAL UTILITY SERVICING THE PROJECT. THE UTILITY SHALL PROVIDE ELECTRICAL SERVICE AT THE APPROXIMATE LOCATIONS SHOWN IN THE PLANS. ENCLOSURE RELAY RELAY SHALL HAVE A CAST ALUMINUM WEATHERPROOF CASE SIMILAR TO ILLUSTRATION. DOOR SHALL BE HINGED AND GASKETED, AND SHALL HAVE PROVISION FOR PADLOCK. PROVIDE WEATHERPROOF HUBS FOR ALL CON- DUIT ENTRIES, AND CABLE -GRI' BUSHINGS OF CORRECT SIZE FOR ALL CABLE ENTRIES. MAGNETICALLY HELD TYPE DESIGNED TO CARRY FULL RATED LOAD CON- TINUOUSLY. RELAY SHALL PROVIDE RELIABLE OPERATION WITHOUT CON- TACT PITTING OR WELDING, AND SHALL NOT REQUIRE PERIODIC MAINTE- NANCE. EXPULSION GAP LIGHTNING ARRESTORS SHALL BE PROVIDED FOR COIL PROTECTION. A THREE POSITION SELECTOR SWITCH WITH LEGEND: "HAND -OFF -AUTO" SHALL BE PROVIDED. CONTROL 2 3 4 PHOTO CONTROL RELAY 2 POLE - 60 AMP 2 POLE - 60 AMP 2 POLE - 60 AMP 2 POLE - 60 AMP BREAKERS 2 POLE - 30 A M P 2 POLE - 60 AMP 2 POLE - 60 AMP 2POLE- 30 AMP COIL 120V - 60 HZ 120V - 60 HZ 120V - 60 HZ 120V - 60 HZ CADMIUM SULPHIDE, HERMETICALLY SEALED CELL. FOR OPERATION AT CONTROL VOLTAGE PROVIDED. OPERATING RANGE: ON = 1.0 TO 3.0 FC, OFF = 2.0 TO 6.0 FC. TEMP. RANGE: -30 DEGREE F. TO +130 DEGREE F. TIME DELAY: 15 TO 30 SECONDS. SWITCH: S.P., NC, ENCLOSED CONTACTS RATED 1,000 W, 1800 V.A. MIN. SNAP ACTION TO PREVENT CHATTER. BUILT-IN SURGE PROTECT1.ON. STANDARD EEl-NEMA THREE -PRONG TURN LOCK BASE. ARRESTOR GAPS DOUBLE POLE MAGNETIC TRIP CIRCUIT BREAKERS FED. ROAD REG. NO. LINE 120/240V STATE FED. AID PROJECT NO. SHEET t NO.. t NEBR. F-6-4(1007) 57 C.N. 40741 A —PHOTO -ELECTRICAL CELL H.0 A SWITCH WEATHERPROOF CASE TWO.POLE RELAY ---J LOAD 240 V b------ EQUIPMENT GROUND TYPICAL CABINET WIRING SCHEMATIC -o FRONT HOLE FOR PADLOCK TYPICAL SIDE J LIGHTING CONTROL PANEL CASE STATE OF NEBRASKA DEPARTMENT OF ROADS TYPE 'Re CONTROL CENTER • E1GR DWN BY PROJ. NO APPROVED SHEET NO 1400 4.M f • O N ro Sec. 14- T7N -RIOW 0 BUILD . REINFORCED CONCRETE SEWER PIPE NO. SIZE DESCRIPTION / /8,X 224' Junction Box / to Junction Sar 2 2 /8;i-58' Junc/ion Sox 2 to Junction Sox 3 3 /55( /42' Junct/on Sox 3 to Curb Inlet 5 M cr N t0 HASTINGS PROJECT NO. SHEET NO. /007 58 C.N. 40741A 0 BUILD JUNCTION BOX, PLAN 443-R4 NO. STATION SIDE "X" "Y x Y I" / ///2 4- 76 40/Rt Z=6" 3=0"X 3=0" Z* ///54- 00 45 Rt. Z'/O " 3'0;i-3=0" 3Y` ///558 45/Rt 3=0" 3=0"X3=0" Gas Line * Cast /t -on Grate, Type "D, Spec/o/ Pion / C 0 1 N Asph. Surf. ti UGT— — — — Evergreens 0 0 0 i0 0 0 6 r c h 04.� ` Birch P� u, t0 a) 0 _J 74 Conc. Drive N 0 J Q 0 Q -to — co — UGT r- D4'x24' Sian r - N a) 6'x20' Sign c-1 N 1 v 4 0 a- Building 0 N Conc. Slab 0 Conc. Slab O 0 6 Building a) + "I • M 0 N Surveyed C) I N J GT +09-11- 147 a] 0 E 0 •I E 0 _ O 0 0, 0 N — — 0 N 0 M 0 + c (.p ti i0 m = EIec.Outlet Box ti DElec. Outlet Box m N c c 0 tOr- tOtD ++ �1. Sec.23-T7N -RIOW m N 0 c N UGT c0 m Q) 0 0 0 Q Drive u7 N m Gravel CO 0 0 O + 0 Asph. Parking Lot OD + 100' Steel Building u7 co + 5� DRAINAGE, (0 ti CO 0 BUILD REINFORCED CONCRETE SEWER PIPE NO. SIZE _ DESCRIPTION 4 /5X 68' Curb /a/et 4 to Curb /rilet 5 5 /83(300' Curb /n/et 5 to Curb /a/et 7 6 /53(72' Curb inlet 6 to Curb /n/et 7 - 7 /8;r /54' Curb /r7/et 7 fo Sta.. / /2/ 1-47-56'Rt BUILD CONCRETE BOX CULVERT STATION REMARKS & DESCRIPTION PLAN EXC. CU. YDS //Z0 t46- 62'Lf to//2/1'7280fit. 8X 3')( /90'0/7 42° Slrew Fi//=/' Spec Plon 2C 775 - - - - - - - - - - - - G U o 0 2 0 0 O Y a) c C:) ca -CO ' to W — co + 1 M (0 0 Sec. 14-T7N- RIOW 0. BUILD CURB INLET, PLAN 443-R4 NO. STATION SIDE "X" "A" "Y" 4 ///7f 00 Lt 3=//" 2=5" 4'0" 5 ///71'00 , Rt 6.0" 4=7" 4=0" 6 //20'L00 Lt. 3"//" 2=5" 4=0" 7 //20 t00 Rt 6=4" 4=7" 4=0", re —G--- w— 6” Gas Line (Abandoned) 6" Water Line HASTINGS N Ln co + ++ I r- _ N IC T 15 - In �,lo M 30„C,M, I + I . - 1— — - I — - 1.-- . 1_ 1 N\\ 11 CO G N N o (f) I2, 1 ; \N Asph. Parking Lot z Ia 1 N\ N 1 d I \N\ \ .� 1 N to = 1 �' ( NN NNO cu _ I0 I NN • 0 NN/57 IC Sanitary Sewer t 1 cl o � �' \ \ I o NN. �1 NN 'N N 731 xN in \ 1_co `I O 0 0 �, .- NNN L w o v dpc v -G--- �\ +ro >O m `D -G J #, M In n- v a 1n 0w n -4-72- 0 4 - in re) W- Oo U) + I - —w i — -- ` - -In O — -v .-N-1 ,n w v v sr ci MSN I PROJECT NO. SHEET NO. \N N XX \ s " Aa t § c I n..t- ..-. _ �— — — • Line (Abarxioned. -- G M N N • r+) N o) m Surveyed Asph. Surf. --STM ewer Lint m - — --- — STM— O t` • 00 + + 0 r w I, I - ti IN 0 O 0) +1 O tV O_ 0 + J O O Water Lint- - 0) O 10' Walk 0 M Mf01014) 0 c+Iv + 3 + I 7 0 (1) 0 +-w— N In j ' 0 0 0- 3 ' NO tt N 0 + ;I .t.3(-71 0 0 - O v (o r- + + 160` Building 0 2 CO ino 0 C7 (0 + O O O M + 0 t 0 ti + • O co Inti M N N + ++ Asph. Parking Lot Sec. 23 - T 7 N - R 10 W 0 0' 0 + O co + O C.N.4074IA O 0 DRAINAGE N N K) 0. -f- • w i0 N N ro N ()BUILD REINFORCED CONCRETE SEWER PIPE NO. SIZE DESCRIPTION F /5X /0' Curb In/et 8 to Curb In/et 9 9 /5X/25' Curb In/et 9 to Curb In/ef /0 /0 /85(72' Curb In/et /0 to Curb In/et // 1/ /8X22' Curb In/et // /o Concrete F/ared End Sect/on (Sta //23 25-64 "Rt) Pion 4/0 -R/ /2 /5")(72" Curb Ire/et /2 fo Curb In/et /3 /3 /55(22' Curb In/et /3 to Concrete Rated End Section (Stc z /126 20-64 'Rt) Plan 4/0 -R/ /4 /5X 295' Curb 1n/et /5 to Curb In/et /3 85' Walk 0 Asph. Parking Lot A) I.` - J i o T. .0 Asph. Parking Lot 0 ti N 0 0 Ci-) co + \ \ L N N M + co 0 Motel 60' 4' Walk 0 Sec. I3-T7N- RIOW N_ HASTINGS m 0 W —+ a_ ne i0 I N�ST— ! TM — — - I- -- II N ---STM 0 ewer Line —STM - ,; T M Asph Surt. 0 N M 110 M 1123+75.0 (Be O c -x N K. 4) Q. STA a+ 0 O nI 20' Motel 50' 4)I J 1 of (-9I NI 1 PROJECT NO SHEET NO C.N. 40741A Os lLD CURB- INLET, PLA:44-4 NO. STATION SIDE "X" "A" `" 5 1/22 t 00 L t 312" 2=5" 6-'0" 9 //22-G0 Lt 32" 4=3" - /2'0" 9=677- =O"'// /0 8237'25 Lt 42'' 4:3" 1/ 1/2371-25 Pt 4=7" 2=5" 4:0" /2 //26 7420 Lt 3-//" 2=5- 9:0" /3 //267420 Rt 4"3" 4'3"i 4=0" M 0 0 in N r) 0 N 0 + 0 G ;n — 6" Gas Line —G N i (C 'TM M REMOVE EXISTING SEWER PIPE STATION TO STATION SIZE //22 7-26*342/ -36'R 30 r 70R.C.P. *Remove /-/eadwa// 0` S\'` �r PS In Sec. 24- T 7N - R IOW (0 cr + N Surveyed N —JN I1) 4i • A 0" c0 1 • Shifted 6„ Water Li —\14 DRAINAGE PROJECT NO. F- co- 4 (1oo-i SHEET NO. C.N. 40741A 0 BUILD REINFORCED CONCRETE SEWER PIPE DESCRIPTION Curb /n/et /6 to Curb /n/et /7 O BUILD CURB INLET, PLAN 443-R4 NO. STATION SIDE "X" "A" "Y" /4 //29 f /5 Lt 3=//" 25", 4=0" /5 1129#/5 Rt 4-2" 43" 4=0„ /6' //337475 Lt 3=//' 2=5/1 41.0"" /7 //33#75 Rt. 4=2" 4=3" 4-0", a, Building Asph. Parking Lot BuiIding BuiIding Building 50' 3' Walk Asph. Parking Lot c aCO co+ o _xi Conc. Slab 4' Gas Pump Island s Aspn. Surf. I ( cv '0 3 t• - N _ an er Line Sec. 24 - T7N -R IOW DRAINAGE 0 O () 3 r J 1 la: cF IU fieMMO 011111. 0 c Lc) 2' ro 0 BUILD JUNCTION BOX, PLAN 443-R4 NO. STATION SIDE . "X" "Y x Y I" /9 //35106 4/ Lt 5=6" 30 3'6r, o) O I0'x 30' Sign Conc. Curt 11 1, 11 11 1, 11 1, 11 1 \'Conc. Drive M 11 � O.d 42' R.C. P +7= 18x30 R.C.P. 1I 10 r Linc — — `D 8" Water Line 35 ,.tilt. 9 s t0 + + m N + 0 N CO 0 a Gas Station 34' 4 Yiulk 0 M 0 + + )Gas Island i0 Cr) mV 0 3 n 04.01 r+ + • + CO v CO a, + + C in (0 (0 N (0 V1 (0 (D M 0 to sr r + 10'x 30' Sign CO M 36' Conc. Curb N Gas Island Gas Fump Island 4 0 M Sec.13-T7N-RIOW HASTINGS 0 BUILD REINFORCED CONCRETE SEWER PIPE NO. SIZE DESCRIPTION /7 /55(75/ Curb /n/et /7 to Manhole /8 /8 30",i'22' Concrete Co//ar (Sta //34 #. 50-/4" Rt.) Plan 425-R2 to Manho/e /6' /9 30';75' Manhole/8 to Curb In/et 2/ 20 30"X20' (Junction &2X /9 to Curb /n/et 20 2/ 30A-68' Curb /n/et 20 to Curb /n/et 1/ 22 30X/04" Curb /n/et 2/ to Manhole 22 23 42;\-300' Manhole 2! /o Manhole 23 24 42X 52' Manhole 23 to Sta. /135 i, 77- 336 'A't 25 24)(61' Curb In/et 25 to Manhole 22 26 /8X68 ' Curb /n/et 24 to Curb /nlet 25 27 245-340' Curb /tile?' 27 to Curb /r7/et25 Conc. Drive N rn M STM I N a-1 U I xi ro I I I I 30"x 58' R. C . P. _ _ _ _NEI,-_, 0 3 1 N Building 16' 0 3 M 0 + r v'G c + (0- v'— f` (n 0 col- (/) X 0) gcr N c y c 0 c, N ti 0 0 0 N + M PROJECT NO. („-4(1007 62 C.N. 40741A . 0 BUILD MANHOLE, PLAN 436_ NO. NO. STATION 1 SIDE 1 DISTANCE FRAME & FLANGE RING I, COVER TYPE /8 /134 #. 50 2/ Rt. Rt 36' S=9" La A 22 //361-29 4=2" Rt /2=0" 36' 1Z Rt A 23 //36 7429 //371-62-27Lt. Rt /8"X376'CM.P 336 ' 303(58' RCP 2ZZ A O BUILD CURB INLET, PLAN 443-R4 NO. STATION SIDE "X" "A" 1 "Y .. 20 _ //35 7425 Lt. 55" 51-9N /20" 2/ //35-25 Rt 6"5" S=9" /2-0" 24 //37,4/0 Lt. 4=2" 2=5" /2=0" 25 1/37.1/0 Rt 4=6„ 5=2" 8=0" M Cr) M a) (0 O 0' co co -'.0 N +'^ Conc. Slab O a sa 3'x 13' Gas Isla)na M + 3.x18' Gas Island co -(o sr sr +75 Mail Box Building 7 3 ul .0 7 0 0 (0 cq +� O tl. X11 ;._ a ioccr nk �I3 0 .0 0 0 0 0 0 �, 0 ST V a;1 - T N — STM 4') 1 1 Asph. Surf. 1 -r J rov 1 Surveyed -� S Shifted G) 0 a) w G m 22 VG r --1- -N - — a C -- I «, (vlt0 N a I8"14 74'R.C. P. C. M. P. Grass is�a d N s - -�-- n_I8 xE►2R_C.P. rte— -- —�— (>, — —re) CT) M M 1 > I+ M��r) rr1 r Q` + J! 4)' O _ (D O rn 0' O Trailer Sole Parking Area a) -r 2' Walk In _) –1 I 0, Q j •(J) + + O N N 0 N + ml I 2' W a I k m M � 40' 2' Wilk 40' REMOVE EXISTING SEWER PIPE STATION TO STATION SIZE //34#.63-30'Lt - //35406 -' SO' Lt- /8'X42'RCP //35 l-06 -30 L t - //35#35-30Z/- /8',30' RC. P //36/2'-28'Rt - //36'-98-272W 24X86'C. MP //364"98-27Rt - //376/-25Rt /8X62'RCP //37 "6/-25R/ - //38.1-35-23'Rt. /8X 74' RCP //39' 35-23'Rt - //39.?-35-25/Ft /2;r/00'C. M. P //39-35-25Rt - //40#39-26 Rt /2X/04 0M. P //36-32-309t - //367`85-31Lt /8X54/RC.P /1367'85-3/it - //371 -62 -27 -Lt /8i, 76 RCP //371-62-27Lt. - //4R03-26"Lf /8"X376'CM.P 834i -50 -Z7 -R1 - //35-#.07-272W 303(58' RCP //351-06-30"Lt - //35 -07 -27 -Rt 30;r56- RCP O o) 0 M op 0' 0 1 M 0 Parking Lot 6 Service Station •M N- N-- + a, - rn N - ✓ M E a) N 4-,n O o 0 ✓ , rn in .O No -4- U) - M (0 0 0 r M O M re, _Q U + tri + O - C- 100-� C_ -— -o Dirt Isluna Conc. Drive 6Water Liar 0 6.. Gas 1-11,e_... re) " 12" x 104' C.M.P.— Conc. Drive rI 1 r — 44,03 7E X' Sr,utoff TM=-- — c I :1" 01 + � M r 'REMOVE INLET STATION SIDE DISTANCE EACH //34 - 63 Lt 30' / //351-06 Lf 301 / //35 74 07 Rt 27' / //36 185 Lt 3/' / //36 ,`98 Rt. 27' / //37#.6/ Rt 25' / //37#62 Lt 27' / //38 #. 35 Pt 23' / //39 1-35 Rt 25' / Sec. 24 - T 7 N - RIO W 0 0. 00 fid) CO M1 rr Conc. SIa b N m M r + CD + REMOVE MANHOLE STATION SIDE DISTANCE EACH //34'L50 Rt 27/ / ti sr "131412 ' Ce,s. 1• =ID r rry 0 — 0 + o)0' 3'x\12' Conc. Island Cfir( / I"- M O + + r c 0' ti X 0 N 0 C .0 m 0) Building ti (0 r rn ) DRAINAGE sr N sr Q BUILD REINFORCED CONCRETE SEWER PIPE N0. SIZE DESCRIPTION 28 /5X68" Curb In/et 26 to Curb Ire/et 27 29 /51.275" Curb In/e t 29 to Curb Ire/ef 27 30 /5X 72' Curb Ire/et 28 to Curb Iri/ef 29 Asph. Parking Lot N 0 8�) x 376 C. M. 2 M + Asph. Forking Lot 0 M sr MINIEND Sec.13-T7N-RIOW O BUILD CURB INLET, PLAN 443-R4 NO. STATION SIDE "X" "A" "Y" 26 /140 74 50 Lt, 3=// " 2=5" /2=0" 27 //40' 50 Rt 4-6' 512" 8=0" 26 //437425 Lt 3=//" 2-5" 8=0" 29 //43 7425 Rt 4V' 417" 8:0' N N 0 r + � i + + M 0 12')x_ 46____-_ —�__ S' M 10 Sfwfr Line Asr. h. Surf STM ST M N Motel 31' 0 Canopy rn Orn co LI_ co + + om m "in — 0 0 v cr HASTINGS 0 N + WuI k Motel m m 24' 0 v U) w r r- r r- + + In cocr 0 y + 4) C M J N 0 I • O u O V c 0• U) O N _m M + t1) C. N. 40741A PROJECT NO F to- 4(loO7 63 sr 0) 0 u. N 4 0 0 0 0 Restaurant 8, Lounge 70' 7' Wa1k Y 0 A sph. Parking Lot — 10 STM _owke r !ir, Surveyed N u7 i 3i W Cj; _inr W-Jtor Line w Conc Surf. o)I -aD c1 N N J M — in - al �m a) ,n r` v + + o" "1 i na. \I + 0,1. � _ ct W 0 0 O rn • ce O ti 8 Used Car Lot 1 i0 Canopy c 40' 4) - N fU 0 v Building L 4 Walk M i0 + - REMOVE EXISTING SEWER PIPE STATION TO STATION DISTANCE SIZE //4/ ih 03-26Z/ - //421'49-302/ 26 /2X /.16/C/ P /142 .49-30Z/ - 84'27497-302/ 261 /8X 48'C. /W F' //44t/4 -33Z/ -//447464-33"L1 ~ /2-,t- 50 0 0 CO m Motel + N + REMOVE INLET STATION SIDE DISTANCE EACH //40 f 39 Rt 26 //4/03 Lt 261 //4Z f- 49 Lt 30' 844/14 L t 33 N a + Sec. 24-T7N - RIOW Motel 0 c0 M + 0 N N o 0 M g. 0 i:) 42 O N x 1 M 0 cu cc - in to Conc. Slab + + 2 J 0 0 aJ L/ D J'GAS Line 6" Wu ter Lint w M c -Cr N Motel S' N N + O c o 0 ) 0' 2' Walk a) 0 0 V to T + 0 c0 + 2' Walk r- + cr v r t x m + u') 12' d 0 G) 0 it -. DRAINAGE c0 0 0 CO N 0 J cn cr ti 1) u 1.0 w ) °; N l.7 — .+ + -I O OD R.E.C.M. P co cr Sec.13-T7N-RIOW M To - 0 0 N 0 I. n +12"x20 R_C.P. + w/HDWL �. 0 0 M 1) O 0 `n HASTINGS ()BUILD REINFORCED CONCRETE SEWER PIPE NO. SIZE DESCRIPTION 3/ /8X46' Junction Sox 30/o Curbin/et 32 /8:\/ 68' Curb In/et 32 to Junc t/on Sox 33 33 /5''x26' Curb In/et 36 to Junction Sox 33 34 /8:v 44' Junction Sox 33 to Curb It/et 34 35 /8X32' Curb Irl/et 34 to Curb 2-17/et 35 36 /8"x/34' Curb Dilet. 35 fo Curb Irl/et 37 37 /5'X235' Curb In/et 3/ to Junct/on Box 38 38 /85( 72' Curbin/et 37 to Junction Sox 38 39 n /881/- /55' Junction Bok 38 to Curb Ir/et 39 40 /8X295' Curb In/et 39 to Curb Inlet 42 ti M d O Conc. Slob co I3' t• 44' Building 4'xI5' Wolk; J kJ Cr L- 0 + M M Asph. S,rf. 6," JiJS lyl r,L �r cT�t(" S(.wer Lire cn 3 w -- T G ' - S T ISIS rr 'J L W,"\Nater Line tl ) 0.1 1- J CJ m (V 44'x5' Gri- Fu mF Isl Ind 0 Conc. :lob r- F Iyer Pipes 0 •; i '7) ") m R 0 .- r., CT 0 0 — - Conc. Slob 0 • 0▪ ' + Building Conc. Slob N CJ Gas Meters v Asph. "',rf. Sec. 24 - T 7 N - R 10 W 0 d N N N N M { 7 + rs N;-Q.)d-�I� d •�Jd Nz) ti O 1` + + r, O 0 JECT NO SHEET NO�` C.N.4074Ia IL) 0 BUILD CURB INLET, PLAN 443-R4 NO. STATION 1 SIDE "X" "A" Y" 3/ //46 74.65 Rt. 4=2" 43" 410' 32 //46 t 75 L/ 4/0" 4=3" 4=0" 34 209.00 Lt 4-41" 2:5" 8-'0" 35 209.00 Rt 4-9" 43" 40" 36 209.25 Lt 348" 4=3" /210" 37 //49/-00 Lt 4=9" 43" 4=0" 39 //50.55 Rt. 4;4„ 4=7" /2=0" O BUILD JUNCTION BOX, PLAN 443—R4 NO STATION SIDE "X" "Y x Y 1" 30* //46 t30 57'L/ 270" 3=0'X310' 33 209.00 4921 410" 26,X2-'6" 38 //49.00 37R/ 5-0" 3-0,i- 3-r0" *Castlron Grate, Type ' Spec/o/ Pion /C ,. rive ti u, cn N Grovel + Surveyed ' H Shifted J i Li -44) O lu 0 0 >t d -Gr - G + 0 4. Li 0. t DRAINA `► I ' N C. Drive Gravel • Sec. 13 - T7N- RIOW 0 QBUILD REINFORCED CONCRETE SEWER PIPE NO. SIZE DESCRIPTION 4/ /8X /25' ✓unc//on Sox 40 /o Curb /n/et 4/ . 42 /5r 68' Curb /r,/et 4/ to Curb /n/et 42 43 24;c-/45' Curb //7/et 42 to Junction 5o,r 43 , 44 /8X84' Concrete Co//ar (//54 9/-49' LI) Plan 425-R2 to Lk/net/OnBox 43 45 . 24X330' Jur7c//0/7 Box 43 to Concrete Flared End Section, Plan 4/0 -R/ (Sta. /758 t 3/-36' Rt) /-2 °E"/,bow, P/an 425-R2 O u) 0 0 0 0 Q m i 4- Irl 0v /� _leo O N // cr 0 0 • II II 11 II II II 111 111 SII II II 0 + w 0) O 0 N JL_ 0 Asph. Surf 1 II 1t, 0 M 0 CO X co c M M HASTINGS O BUILD CURB INLET, PLAN 443-R4 NO. STATION SIDE "X" "A" "Y" 4/ //53 t 50 Lt 4"2" 4=3" /2=0" 42 //53 7'50 Rt 4=6" 5=2"' 8=0" ? BUILD JUNCTION BOX, PLAN 443-R4 NO. STATION SIDE "X" "Y X Y I" 40 //527L25 35Zt. 4"3" 3=0X310" 43 //54 #95 35Rt 5=2" 3=0%r3-0" 0 Sec. 18 - T7N- RIOW Cultivated PROJECT NO. SHEET NO (O� C.N. 4074 IA • CO CO CO -r + D _CO Co M K) tV 44'sph. Surf. N 4' c:cs a) • C M c• — na N 4- N, O G N 1r + _J J 0 O 0 ----G ------------- CV N Surveyed 4" Gas Line ----------- `— -----� --- --- G c) 0 o �I + 9 �xr) -0) Asph. Surf. al co 0 N + 0 0 cr 0 Building ti 4. 3" Gas Line 0 • REMOVE INLET STATION SIDE DISTANCE EACH /7541-9/ Lt 38' l 10 0 .0 0 0 c0 �J 0 0 'Asph. Surf. 0 O M CO — c rn V1 an 4) O + Builuing N Conc. Slub 35' O + k co m REMOVE EXISTING SEWER PIPE STATION TO 'STATION SIZE . 1 //54 r` 9/ 38" L t -20 Rt * * Remove Headwall Sec. 24 - T 7 N - R 10 W Z4 "A- 58 "C4' P Pasture 0 0 0 REMOVE EXISTING PIPE CULVERTS, HEADWALLS, & F. E. S. STATION TO STATION SIZE HDWLS. F. E. S. tXC. CU. YDS.* 7/53 f 48 30'Lt - /8"Rt 241_5(48/ RCP 2 S0 • 'Sec. 19 - T7N - R IOW 0 O 0' 0 0 DRAINAGE • co 0 N CO -C -CO M M Cultivated O O -N LSur veyed LShifted Sec. 18-T7N- RIOW O .11111.1. d co • M 1 0 O -N X f Pasture 159+68.26 BK. (End 159+68.12 AH. Sec. 19-T7N-RIOW G 0 � I X x X\ v1 • \ Ti CO HASTINGS Cultivated \___------w 0 k z k X M M 0 0 N M c0 — w -- -- •- O 0 x T M a d d �- t 0 0 X — m X X Posture • • N coupN G — 0 ti CI X- r -0 -0 d' 1I c J ati 0I 0 CO 0 N PROJECT NO. • 10" Water Line a( K 0 (V G I X N r) 4. 4. N OD x SHEET N C.N. 40741A DRAMA( CO N 1 1 w- fir 1) K) M 0 I0 O W Asph. Dr. r• G G G to Gross Land W - Soy Beans . W W w W w 10" Water Line W -- G-- -----G (D G — G 2" Gas Line 42-36' Gas Shutoff Gi (0 SEC. 23-T 7 N - R 10 W 4" Gas Line W G- — CO HASTINGS 12 PROJECT NO. SHEET NO. f- (o -4 ( /0 0-7) 67 C.N.40741A OBUILD REINFORCED CONCRETE SEWER PIPE NO. SIZE DESCRIPTION 46 /5X25' ✓unC tion 5oK 44 to Sta /19* 50 - 77'Fr'f BUILD CONCRETE BOX CULVERT STATION REMARKS & DESCRIPTION PLAN EXC. CU. YDS. //87420-76" Rt to /2027 74!?t 8X4X2'05' `//= 9" //04 /495 0 yG r4) Surveyed - 0 BUILD JUNCTION BOX, PLAN 443-R4 NO. STATION i SIDE ' "X" "/ x Y 1" 44* //9 7L 50 .49 '1?' 3/-0'1 3-0 "X 3=0 " Cast Iron Grate, Type "D Spec/a/ P/on /C -W G 01.••••11 111111M111111•0010111cr W -- Soy Beans .1 T N M 1111.1111011101111111111110114111. W w G - G— O Shifted Q Turning Lane Hwy. No. 281 Asph. Surf. 4 • Corn Field coo -81 O N d''4- .- c t.- • REMOVE EXISTING PIPE CULVERTS, HEADWALLS, & F. E. S. STATION TO STATION SIZE HOWLS. F. E. S. EXC. CU. YDS. //8 142-97/'/- //908-97"/Ft 30 ,X 66' CRP 28 SEC.24-T 7 N -R 10 W N N 1 o i0 oo c.) _ N co (o ti 2 M Past. ' DRAINAGE Soy Beans W-- W— W T G 4°Gas Line G Ih (7J W O N a) N 4- 4 -torn SEC. 23-T 7 N -R 10 W __ Water Line O BUILD JUNCTION BOX; PLAN 443-R4 BUILD CONCRETE BOX CULVERT STATION REMARKS & DESCRIPTION PLAN EXC. CU. YDS /2/'42-7/'Rt /o /23 .03 -67'R/ 8-x4'x /62' Fill = 5' //04 /0/0 /24•39-65'Rt. to /25,‘/5-64R/: 8X4x 76' Fi//= 3' /104 485 __ Water Line tl asron Grate, Type D, Specio/ Plon /C Grass Land W W — O 0 0 • 0 0 0 To- 10 0 0 1) Tr N Tr N t` House N fD in 0 4 0, + W W — — ---W- W — Cf' 4 fr) W — i -4- Cr Cr Conc Slab W — HASTINGS 'PROJECT NO. SHEET NO. /00-7) (SCJ. C.N. 40741A OBUILD REINFORCED CONCRETE PIPE NO. SIZE DESCRIPTION- 47 Sta. /2/ .36-552.t to 5ta. /224- - 56 -Lt EXC. CU. YDS. 70 O BUILD JUNCTION BOX; PLAN 443-R4 NO. STATION SIDE "X" "Y x Y I" 454 /22.20 45' RI .3.0" 3"0X30" tl asron Grate, Type D, Specio/ Plon /C Grass Land W W — O 0 0 • 0 0 0 To- 10 0 0 1) Tr N Tr N t` House N fD in 0 4 0, + W W — — ---W- W — Cf' 4 fr) W — i -4- Cr Cr Conc Slab W — HASTINGS 'PROJECT NO. SHEET NO. /00-7) (SCJ. C.N. 40741A OBUILD REINFORCED CONCRETE PIPE NO. SIZE DESCRIPTION- 47 Sta. /2/ .36-552.t to 5ta. /224- - 56 -Lt EXC. CU. YDS. 70 w 1 CO 4 03 UD N Grass Land n Hwy. No. 281 Asphj Sift 1 f.I U Small Evergreens ' n• Grass Land Surveyed Shifted Q - t0 N J 0, -3;4- ti J ..I 0 If0 z _` = 0 t REMOVE EXISTING PIPE CULVERTS, HEADWALLS, & F. E. S. STATION TO STATION SIZE 0 BUILD REINFORCED CONCRETE SEWER PIPE NO. SIZE /23.43 40'Rt -S2'Rt DESCRIPTION 48 /5"x 24' Lizinctiorl Sox 45 to Sta /22.20- 69'R/ _ w 1 CO 4 03 UD N Grass Land n Hwy. No. 281 Asphj Sift 1 f.I U Small Evergreens ' n• Grass Land Surveyed Shifted Q - t0 N J 0, -3;4- ti J ..I 0 If0 z _` = 0 t REMOVE EXISTING PIPE CULVERTS, HEADWALLS, & F. E. S. STATION TO STATION SIZE HDWLS. F. E. S. EXC. CU. YDS. /23.43 40'Rt -S2'Rt 46." A, 42'C/1/1P 2 6/ M ti 0 -.. M) (0 r- •;1- SEC. h SEC. 24-T 7 N -R 10 W fro 03 a) N Wheat Field 0 r' 0) 0, DRAINAGE f M D• w v 0 .0 SEC.23-T 7 N -R IO -W HASTINGS Q BUILD REINFORCED CONCRETE SEWER PIPE NO. SIZE 49 /5:'//0' DESCRIPTION Junction dor 46 to Concrete F/ared End Section. (Sfa. /30 00 -69 'Rf.) P/ar7 4/0-R/ Asph. Car Lot BUILD JUNCTION BOX, PLAN 443-R4 NO. STATION SIDE "X" "Y x Y I 46* /30 f 00' 47 'L t 3'0" 3=0 "X3=0" Cast Iron Grate) yoe ""D," Special P/on /C c0 N L Surveyed ti N OD N Grass tT N 0 0. a m 0 o • c = o Uo 4- to P 0 in m ZZ 40' Asph. Dr. 1 �-- T— -� r) mT N D 4- V) t Q. 4 t0 0 Z a • 14 1 Hwy. No. 281 Asph. Surf. O O Wheat Field k .- N / o / 01M / Q ' a' /©r M / O f L Q 026 co N 8 CO N rD Grass Grass Land REMOVE EXISTING PIPE CULVERTS, HEADWALLS, & F. E. S. STATION TO STATION SIZE HDWLS. F. E. S. EXC. CU. YDS. /27 f 50-/47;?/ - /27 t 62— /02 "Rt 40"x 45/C.M.P 2 65 0 rn 0 • 1 SEC.24-T7N-R IOW m c J (§I • 0 N F co . m CO Hwy. No. 6 Asph. Surf. C.N.40741A DRAINAGE° tab 11 4U O co E M_ O 0) 0) Hwy. No. 6 Asph. Surf. ---SS N rt co C9 4J Ab1ndoned I 0)5 (0 c0 0 V) V) 65/, i OBUJLD REINFORCED CONCRETE SEWER PIPE NO. SIZE DESCRIPTION , 50 /5X /8" Curb /n/et 47 to Concrete Flared End Sec tion (sta /33 7`25-5021) Plan 4/0-R/ 5/ /5x 52' Curb /n/et 48 /o Curb /n/et 47 . 52 /83(52' Junction Sox 49 to Concrete r/ared Er7d Section , (Sta. /36 t 57-34'L t) P/ar 4/0-R/ 53 /8"X/2' Concrete Collar (Sta. /36 t 69-23 Rte Flan 425-R2 to Juncfion Sox 49 0 BUILD CURB INLET, PLAN 443—R4 NO. STATION SIDE "X""A" x Y I" "Y'! 47 /33 7'25 Lt 4'5„ 2"5" /2,0", 48 /357'25 Rt 3'//" 2=5" /2=0" • SS SS e M M __6 w - w 4 r1 Corn Field 0 0 N ro N Asph. Surf. SS 0 SS SS Cr_.._. -G w 12"x 98' Storm Sewler rn w 0) ti Conc. Sidewalk 0 M 0 M + 8° Conc. Ret. Wall - SS - 6 G 1 w 36 X 94 Conc. Arch Pipe tr-- —r— — — — — 36 X 94 Conc. Arch Pipe - SS G SS G- G G HASTINGS SEC.14-T 7 N -R 10 W O BUILD JUNCTION BOX, PLAN 443—R4 NO STATION SIDE "X""Y x Y I" 49* /36 57 23'R/ , 2-6" 3=0;"x3=0„ as t /ron Grate, Type "D ; S,oe641 Pion /C PLUG ENDS & ABANDON PIPE, PLAN 428-R1 STATION SIDE ; DESCRIPTION /327448 //iRt 30" RCP /337'08 37"R/ 30" Rep SANDFILL CULVERT STATION TO STATION SIDE SIZE LIN. FT. /32t48 -///'Rt - /33 t08-37%', 30'X 20' RCP 30" x 97' RCP 97' E. Baltimore St. 24' Asph. Surf. G & _ w —W c0 r() SS SS G -G _,w w SS- - -SS- 199 Manhole 0 6 CO N 0' CV N Conc. Sidewalk 0 Asph. Surf. O N 0 -0) co a) N N -0 0 0 10 M Sherman Service Center 0 N 0' SEC. I3 4 i T (0 t -N- I� i0 REMOVE EXISTING SEWER PIPE REMOVE INLET STATION TO STATION SIZE • /327`34 -/272?/ -/32' -48 -///'Rt. 30'X 20' RCP /33#08-372't-/33125-/5' Rf .310"x'28' RCP ` /33 7425-/5Rt - /34 723 -22IPt /Z "X 98'C MP /33i.25 -302.t to /5'0: 305(¥5'CM.P 0 N -4. Corn Field G Abondoned G-- PROJECT NO. ,c: - ¢ 0007 70 C.N. 40741A in G 0) (0 18"x 214' C.M. PIPE • Asph. Surf. Edge of Asph. w 7 • 0. 0 c0 O_ G 1 Bernardos Steak House 0 0 . 4. 47 i O O 0 O O DRAINAG REMOVE INLET STATION SIDE DISTANCE EACH /52'34 ` Rt /27' /33'25 Rt. /5' t, / 0 0 . 4. 47 i O O 0 O O DRAINAG 1 6"Gas Li O .-1147 Hwy. No.6 O O co 0 (V • — 1148 + 17 Manhole O a M CO O O 0 CO N O w +41 Conc. Hdw 0 M OBUILD REINFORCED CONCRETE SEWER PIPE NO. . SIZE - DESCRIPTION 54 /5k888' Curb Irl/et 5/ to Curb /n/et 35 55 /5X56' Curb /n/et 50 to Curb /n/et 5/ Asph. Parking Lot N O Asph. Parking Lot 1 d 0 0 c O v HASTINGS SEC. I3 -T 7 N -R 10 W BUILD CURB ''INLET* PLAN 443-R4 NO. STATION SIDE , 24"x /6' C/ W P "A" Hr. 50 2/2 t58 Lt 3,/1 " 2'5" /2=0" 5/ 2/27'85 Rt. 4=3'' 4=3" /2=0' 0. N (o + N 0 c7' U N r to m Stairs Cedar Bushes Hastings Welding Supply N N 0 0 Gross V 0' d O t0. M''. Y c to t1 O (n M OD Edge of Conc. O 4- 0 0 i 0 co a_ 4- o f{!k c a L7 N N Conc. Block Bldg. CU(IC. PUVe 0 M (.0 10 O O d I.0 In 0 C) O 0 w 3 co • PROJECT NO. (40 .10007 ) SHEET NO. 7/ ubL, u, I .r tU r- r o .. 4 • 11411, Gross Median US No. 281 - Burlington Ave. CV N_ N M CV F, . 0 c 0 N 11 Burlington Ave Conc. Pave. N 0 City Park N (0 L.) N OD (0 O N N 4 - re) M t0 N M r 1 co O REMOVE EXISTING SEWER PIPE STATION TO STATION SIZE 20.97'32-52Z/. - 2O9 t43 -402t * , 24"x /6' C/ W P ZO9 39-6Zh't.-2097'43-44/et. * 24"x /7'C.M.P 2097.43 40' Lt. -44'" PI 24"x 62'C.M.P *)E- Remove Headwa//s , SEC.13 i OD �I O c 0 , ;4'x8 Conc. O (n 8' 05 co (0 0 M a) Sewer Lift (r) z to in ICI M -11-)ICi. M M M M M, _ (,}? lT: ! ` (.) < ( ✓ ,, 1 N 01 in -4- C) J + i t RE'1E INLET STATION SIDE DISTANCE EACH 2097'43 Lt 40' / 2097:13 Rt 44' , / O rt) N (0 CO 05 C.N.407414 DRAINAGE 411,0 1144. MOM whim dim 144 -kit)* 1 0 '/Y HASTINGS neuniamia C WATER MAIN QUANTITIES D I PIPE GATE VALVE M J 51 PUMPER HYDRANT C I FITTINGS LBS WE T CONNECTION REMOVE HYDRANT REMOVE a RELDCATE METER PIT 10 8 6 4 10 8 6 4 4. P 4 011) cco ID • 1 ss OMM• ss 41) ag 04 CO in 1 10 •n1411, aTiip 41 41 lig 0 In Oft 100- 0 010 01 to 041 40, 10, 0 MI 10 to CO v New 10 DI P tinrt.e- * 00.010 armor* 4110.110.+6 AM.* emilbrami. 0 Oat ei zi 44, 4 to • ct 0 Atpk POI k 04 le 0 ri CL CO E (1) 0 0.1 -- ir WATER SYSTEM N Sec. 13-T7N- RIOW (D '_ HASTINGS ti N PROJECT NO' SHEET NO F-6-4 (1007) 73 .N.40741 :, b 9 • 01, 1 419 11 I • n 20 Mots) 0 ;n Mote 1 1 N Vb ea 691 Wolk vs n S0' 1•1 o V+ + Cr) N Ln C) • 0 v 0 • s 0 0 3� Asph. 'Parking lot a,� o n 0�N /\ 4 L' :i 0 0 0. 4 —_0 - O 0 • "Jib f • --- -------.STM ----- –1 S T A --- i M wr Surveyed ••••••••••01.• a�.aa�wr.. N tdV Shifted New 101 D. I . P New 10" D.I. P • en + P fir 0 0 0 1 WATER SYSTEM WATER MAIN QUANTITIES . D. I. PIPE GATE VALVE M.J 5" PUMPER HYDRANT C.I. FITTINGS LBS WET CONNECTION REMOVE HYDRANT REMOVE 81 RELOCATE METER PIT 10" „ 8 6,� 4 10 8 11 6 4 600 81 5 - - I 1 - _i / 590 - -- — 1 WATER SYSTEM 7,7:0; o : s* Sec. 13- T7N • RIOW HASTINGS PR ' N s , ,SNE ET F-6-4 (1007) Aspn Parking lot In o Q 0 O Y J en _ ,,IT • = U 1" D li L.. N Lc) U —I v-) o Na — 0 0 — > 3 t 0 0 of —a)v �ccm.aN I 0-w., vl (ill)) onts *- ,: .t.' '� Ow • rt I!n a its *- I i0 1.,.. ; J aa, r �'3 ..i M I is o '- vr ...rte sw,1 CI • f — " • _ » ._ 1 WOO Lief r 1 0 Mt— —CY--- ..._...A.. -.-.- .1.•.. -- N ConC. SIOD Asps Por.lting New 10.. D.I.P New 10 D.I.P 0 E a) CC ti 0 r) M cn WATER MAIN QUANTITIES D. I. PIPE GATE VALVE M.J. 5�� PUMPER HYDRANT C. I. FITTINGS LBS. WET CONNECTION REMOVE HYDRANT REMOVE & RELOCATE METER PIT 10" 8 6" 4" 10" 8" 6" 4" 600 79 32 — I 1 4 — 3 1590 — 2 — WATER SYSTEM t 0 4. 4" S— Sewer Clay 11 12 =+ A i:. +1011 30' Soso Conc. Cyril N n t? v • 4 1 0 0 05 0 O 0 1 ( t► t 111 Ata 0 L. r' 1 1 10'�SE er Line - I -i 1 111 ii (eniIIIMO (1101...1•1111( griminommlnio 6r wotsr Lin -- G G A iI LM --•- 11 it it 10 11 "tot I 11 ter j IA I s in II 30"n Le' !IL ___—_NI -•1 4 3 01 + r r + Maar • N Z. m a� + r r + � w 0 r t+ `) ✓ c sr 0 o0 Z .r O M I Gas Station 34 —s—I 0 eI Gas Island - a. ter 60 + + 0 10I 40 10 r 0 + (G N m + r 10 or + 10 ■ 30 5..121:2___ 01 36•Conc Curia 0 n 0 0 t s 0 101 4 P 0 + + Gas Island .0 .� A O� Go F,44** IsI004 Sort r wt cI -J 3 'r) Cri r 81441411n0 O Sec .13-T7N-RIOW c "7 O cip J L o> ) •• a 0 7-- -001010 —j o f i i I (1) a) a a 0 U 4 X 0 05 .a Q. O N E 0 U) _ o, a3 0 z w w x CC w J J 0 CC O 3 HASTINGS 9 0 -I N CI: o 3 z — — —+- 'r 1.4 to w•�r 0 0c 0. 1 Trailer Self Parking Area 0 a) 0 0 0 (o O Zo CV — 0 I 40 0 N o. New 10° D.I.P r 2' Wolk r r- 1 1 0 N M O p, �+ -.sac nor 0 1 24" C M. P. .. • • sit + o l IY N ,1 m + 1 O• I. T O N i r+ 1 n I" 3 g 5Gas Isian (J Y fJ Ci:nc Slab —TH'�i�3Tb�L"1Vr P n m + • ica 0 1 t �-i Y 0 3 rn M PHOJECT O. SHE. r rtk) F-6-4 (1007) 75 01 C.N.40741 O tT v 0 0 c 0 10 Sewer line -� c Surtfuyeed Shitted �t U 3 I3 ni n + 1.6/ RtCLP �I - —77 w, N v 6/ a )Si SIOnJ .I V M .0 L9, _t + r) _ T -.CI - r n N o"-, 0 VI n (.t, . On ,D I, n C- (3 r. • - } , o + v w a 0' - • .4 .7 \Q \,6P� \ o � O u to J - UN r0 ET_0 (- '5 (%) co — 0' a) c do • O • U O E a) J_ 5 CO �1) U a) N a) a, 0 0 CO CV 4(z, Syrics Station 0 K1 Conc • New 10° D.1.1?-6.”— Trailer .P— o co cll 0. — s I2"; 100 C. M. P _ .� ..� L : _ "O WATER MAIN QUANTITIES C.,nc Drive D. I. PIPE GATE VALVE M.J. 10" 600 79 6" 40 Sec. 24 - T 7 N - R 10 W 2 8" 6" 4" 5" PUMPER HYDRANT LB S 970 WET CONNECTION REMOVE HYDRANT REMOVE 8 RELOCATE METER PIT' Dirt IslUno _ -4) N. N nr nJ N r .i 0 r N + 6" wont( lin. r_12�'X1044C_Mj Cant triva M —G' 5„6 I)r ot°if + ) era 2 Cant., 161000 0 17, c CO 0 0.7 -r > LIZ 03 CL 410. • CL 0.0 o 0 o • — WATER SYSTEM • ft 0 J A -13 O ci N�(I Q -v 41 3 L • t!1 m dl a) o. 0. O 0 a) K V.Q J. iLi — t+= to o. tiJ r` —M- to m o — 13 L Cf) CO 'a cr Sec. I3 -T7N-RIOW m >: O N aa) N- � 0 > aO0 + CO v� LC. 0 CO 1.0_ x d _x o CL lt_ li — a0 CO CO tD it) J J ci 1 1 1 1 1 HASTINGS 1 LC) tf t • 4111111. PROSECT 0 F-6-4 (1007) kssto4tunt 6 Lounge .c 4 co t') + 70• 1 V + 0 c) 4 0 I IL .40 O A n 0 • U Aspic Parking 1. at g C N U N;. 1 m ♦ m 1) a� a7 R1 •O • O 0 V E MOM Conop� 0 f 0 Y1 A sph Periling 3 4.) s 0 .0 a 40 • r 0 • •* Y w 0 0 i 0 i 0 • 3 O • i • . + N ad ~a • -" o ...L// + + L. C .� I V ; 2 + • c 0n 0 N M r 0 i .- •0 ••••••••• .-...a- -...... — STM -- .a [1 N Surveyed € 57frlfed • 6" Got Line 11 1;46 r Water Lin* mummars�►r� ter= !..��.''.., _o �r1i�► ��=•n��r►'4.111113111111 mar.... —..rim 0- S• • •� • • Rstotn.n C.N. 40741 i' 12` J It F *01 O • • N N a w h • n a • 40 T ; t Ii a6 CM' Let o. U N L.0 rn + _J 4- ~N 1 6.n. --vo- N m (0) Sec.24-T7N- RIOW 0 O_ v° co _ N co + J C _ z — 4 (n m O 0. 4... 0. 0 a) n0 o.0 •0 .. co o. o Y ►>. a) .0 L. .C17) = 0) Cir)a) 1 U) 7 o a) z a o _ 0 -o 6 E C) Cr CO WATER MAIN QUANTITIES D.I. PIPE GATE VALVE M.J 511 PUMPER HYDRANT C.I. FITTINGS LBS. WET CONNECTION REMOVE HYDRANT REMOVE 8� RELOCATE METER PIT 10" 8" 6" 4" 10" 8" 6" 4" 600 83 10 - - 1 2 - 2 960 - m + 0 0 try WATER SYSTEM • 0 OWN 0 • AMINO , • • N er 4. w 0 f 5 Curb Inlet +12)120' R_q.e w/HOWL. 001 Sec.13-T7N-RIOW a • • • 0. ANON 070 + 'O •0 • Y _.E 0 Lincoln Park • • r`) • • O Cone. Slob e lo' A = HASTINGS 1 O • a4 Hu ld,np e{, • • N N 4,15_wolkJ Q ns 10" 1e•e� �IneI . f •�F I L �� 0 M 24 • 0 New 10° D.I.P 7 C mc;> O o > 1n _ E o tD — 0 0 cD _x C. —2 0inJ ci in one Slob O + Q O x _ 05 • uOi +_j '- O O "- V•1hv • • 3 O aco CC)U • A • - 4. O • C9i 0 I " • e e' 4 2 r+ 0 + 0 + 0 W n 2 • a) 52000. ro +-_ 1�� 0 C 010 J N —1 Water Line 44'15 GIs rung Island 0 1111,es pipes 0 O D O a 0 c — 0 —G-- - — -- N Ga$ L.r• 0 O w -6-4(1007) '. Drive 41 Gravel 0 • + 0 10 M r r1 • Sur eyed € -•! ___....i Shlfttd A04011 Sksrt. r New 10" D.I.P O • Su,,1irc N N ,O 0 224 •- 0% 0' + Cont. Slab DO 4 • + X c �-O 0 U .0 •L co j= NCo (0 C> Li i O + J O CO .10 O O Ci aU n Cr CO n Hastings Motor Truck w A WATER MAIN QUANTITIES D. I. PIPE GATE VALVE M.J. 5" PUMPER HYDRANT C. I. FITTINGS LBS. WET CONNECTION REMOVE HYDRANT REMOVE RELOCATE METER PIT 10" 8u 6" 4" 10" 8° 6" 4" 828 — 7 — 3 — 2 — 1 880 — I — Sec. 24 - TTN - R 10 W • • WATER SYSTEM • N M 11) An $IC• I -ITN- RIOW ISM I Gravel « 0 1 0 01 o 0 Ci 0 a a ti t • • O . ...••...* -0110000 •....a0 ww,• w.mw.s..00.w "Slott, Sort. r wv r 0. • Amok, Surf. IM O. • . r eeb o O as WWI 309 01111•11144114 ININ•44111•11P 7 308 0 r• teerro 4 n �I 11 II 1I 11 A 0 • 1M 0 11 3 11 • Continued on Sheet No. 8A HASTINGS 8 •r, "It 0 • 10 Sec, 18-T7N-RIQW (M.111vat e1 Shifled € • PROJECT NO ! SHEET NO 00110, art .D w Surveyed 0 N • Asph, 14.44 SIA O M. • • •'1 4154** -- - • • 0 K+nwromm-arr 05 0. Q O 0 Q) x O Y�� . CO = 05 n + o u ((') N - 0 = o• E - co e U) CC CO n. E U_ 0 CL N C c O _� x C (1) .. 4- w 0 .E H 0n Z 0 0 • N !• Co*c. Serf. . 0 •.1 New 10" D.I.P M K -N Ou11�1�a 000. • o r 1+ 0 + !• 3' Ges Liss U '0 •r 9 • 0 0 S9c.24-T7N -RIQW a • 0 41 1 Surf eu, ia.n0 0 w + 1. 0 • COAL $hat G ti O N tt Q) 0 O N i U) o, • on O- W C -0 '._ C E')) o z X 0 a. 0 C 4- J U oC 0 a a O - 0 - 0 o 7 CCI N > Fr)- > 01 , O6 In 24: = 00 — M U) P o s 1 0 r ,o m ro 2 LO a, tf)a O 0 co • WATER MAIN QUANTITIES D.I. PIPE GATE VALVE M.J 5" PUMPER HYDRANT C.1. FITTINGS LBS.CONNECTION WET REMOVE HYDRANT REMOVE 8c RELOCATE METER PIT 1011 8" 6" 4" 10" 811 6" 4" 515 - 6 - 3 - I - 1 810 , - - - Sec. 19 - T7N - RIQW ti WATER SYSTEM — 1154 — 1155 PROJECT NO. SHEET NO. F-6-4 0007) I 79 O 1 M Hastings Avenue N_ 1 4" Water Line Concrete Pave. x x x x x x X x New 10" D.I.P WATER MAIN QUANTITIES ' D. I. PIPE GATE VALVE M.J. 5�� PUMPER HYDRANT C. I• FITTINGS LBS. WET CONNECTION REMOVE HYDRANT REMOVE & RELOCATE METER PIT 10�� 8�� 6�� 4�� 10�� 8�� 6�� 4" 549 - - - 1 - - - - - - - - WATER SYSTEM . • :opt ( of 8 of" -1 ti • HASTINGS SEC.23-T 7 N -R 10 W WATER MAIN QUANTITIES D. I. PIPE GATE VALVE M.J. 5�� PUMPER HYDRANT C. I. FITTINGS LBS. WET CONNECTION REMOVE HYDRANT REMOVE 8t RELOCATE METER PIT �� 10 �� 8 6" 4" �� 10 �� 8 6" �� 4 I51 - 5 .. - I - I - I 285 - - ' - T w_.. ,..,.._. w... w--- ._.. arm. I 4211.1.0.1.1.40•000aa'. Li _._.G w --w---w ---w-- r lJ Grass Lona —w—•- --w--------w— —w ---w— — —w---* 0 11.1 Grass LQfld, New 10" D.I.P. 1 1 • 0 1,0 on ti N ('I N -----""c715147- N N • ti Hwy. No. 281 Assn Surf ca 4- Grass SM011 EvKQfSSn1 � J wheat Fiala ), 4Y C 0 .Ir! r ,,/ SEC. 24-T7N-R10W WATER SYSTEM +hit it • IjASTIP4GS $EC.23-T 7 N -R 100W 111 a a: 111 0 t- ••• SEC.23-T - 1 WATER MAIN QUANTITIES D.I. PIPE GATE VALVE M.J. 5" PUMPER C.I. FITTINGS LBS. WET CONNECTION REMOVE HYDRANT REMOVE a RELOCATE !METER PIT 10" 8i, 6"4"10"g" 6" 4,. ,HYDRANT 450 — 5 — — — I — 1 I 285 — — I — • • ..k...._ Aapb Cor Lot • i 0o.••••, - c - P ii - .5 co • a) >, a D > s m a) O h _ a) • O > n0 cD 0 E (0 co _ x cp Q.. li NCD in—j O ' 1 1 (r) 4 4 0 • • New 10" D.I. P. 0 alb • Su r (1_ Gross 14.411a3 r 4 0 or 0 44. Grua load • • • SEC..?4irjr ? N -R 10 w t. Y A OD. 4r l b 6 • • WATER SYSTEM • t f '144; ,•o• ' „ •• 4 !•;ROJICT NO • • HASTINGS 01.4.474.•07.01111.1."••••Amm.. SEC.13-T 7 N -R 10 W • -- v • -- -• .7.3 2 - if 2;- -- f .: ; , . . a) _J a.) g e 7-1 73 — 11) cp7 ° d (1) CD _ 15 15 15 15 c°-(10 J-xcL x Q) CD U) LI: 7-(0 10 —i 16 1111111,0 N N • • 0 4 4 *spit. Pgrkiag Lol csi r -Q4•41. .rf t- 0 • • • • 4 1 41. Olt • 0 • • , atib1/4", // ,41k b Conc. N • "to Atr--- X el In in In In i• C)C3Q 0 00 044, c‘' .1 0 on 74 6, in. it ••• ••• co 0 • ••• 1,!.; • • • 0 4. fa• 444 8 -CV -MO '0 0 0 01* 0 0 74, • ••• 0 4. ••• • WATER MAIN QUANTITIES City Park • •! I0" D. I. PIPE 8" GATE VALVE M.J. 6" 4" 10" 8" 6" 4" 5" PUMPER HYDRANT C. I. FITTINGS LBS. WET CONNECTION REMOVE HYDRANT REMOVE & RELOCATE METER PIT 502 20 12 2 1200 • SC.L3 WATER SYSTEM 4 • 7 V 5'MIN DIAREBARS, COATED TO 8 • ' PREVENT RUST. •10 • o.'"•46,-. , • 0 2.1x2;i2.1 CONCRETE THRUST BLOCK CONCRETE THRUST BLOCK 90° BEND A R f c L THRUST BLOCKING. z CONCRETE THRUST BLOCK _1L LL tUX 1;F) ALTERNATE THRUST BLOCKING THRUST BLOCKING. FIRE HYDRANT -MUELLER 040) OR AMERICAN DARLING. #5-62 B QUIX- FIX OR EQUIVALENT. 11.C:ii"LPIID PROPERTY LINE TEE FIRE HYDRANT -MUELLER 1'4-01 OR AMERICAN DARLING. QUIX - FIX OR EQUIVALENT. FIE,E. HYDRANT - MUELLER 4'401 \:11 OR AMERICAN DARLING. 'B -(B QUI X- FIX OR EQUIVALENT. TT fT 111J (On a uJ0 c=( CURB BOX tvic. DONA I__ D MINNEAPOL1'.i 1..',TYLE OR FORD EQUIVALENT, JJ 9 — CURB STOP , BALL VALVE, Mc. DOW\ LD *(.0104, MINNEAPOLIS STYLE OR FORD EQUIVALENT. VALVE BO`k GATE VALVE • t - a w 0 z 1ci 0 - Lfl TEE 3 3 L\/ E BOX C.,AT E L\'E CoPPERTuBING, " V • CY "2, • " CONCRETE • THRUST BLOCK (_)UPPORT \/ITH BRICK OR, CONCRETE E3 LOC 4 a'-ov HYDRANT THRUST BLOCKING. WATER MAIN SERVICE LINE CURB—STOP AND BOX FIRE HYDRANT STRAIGHT JETTG • FIRE HYDRANT CLOSE ANGLE SETTING, F. LAO REG. NO. STATE 7 NEBR. FED AID PROJECT NO. (1007) 3111ET 83 • • CITY OF HASTINGS ENGINEERING DEPT. SCALE. NONE DATE; CONTRACTOR DN. RY APPRO. SY, WATER PIPING 0*0 O. (p4 10 — NOTE obnv 0 z 0 1-1.1 —J La - CD CC a_ NOTE BOOK 0 0 HASTINGS c\I INDUSTRIAL PARK WEST . UGT 1910 uGT Auto Soles 1111+00 1112+00 U.S. Hwy 6 UGT New 10" V.C.P. • 1113+00 to PROJECT NO. SHEET NO F-6-4 (1007) 1114+00 Robinson • UGT 1115+00 New 10"VC.P Seed Co 1116 00 1900 im. t\I rci 1910 10r.'.V.C.P... 30% 1900 FOR INFORMATION ONLY HIGHWAY FEDERAL AID SHEET PLATE 1 -SINGLE PLAN AND PROFILE -FULL DOT WTELEDYNE PRINTED IN U.S.A. 1 Q CL- CD —J^ 0 NOTE BOOK O z w p >- m W J 0 NOTE BOOK O z G ti G 8" Gas Line H.P 0 N 6Abandoned Gos Line PROJECT N0. SHEET N0. F-6-4 (1007) 86- N N 6 Water Line 6" Abandoned Gas 1910 4- Su, - 1900 i B.t-.F.1C 30% 259 LF -10".V4 -1F12) 30% Co 1 1910 1900 FOR INFORMATION ONLY ................. ...................... ......................... ........................ ............... :............ . ....... :........................ .................... HIGHWAY FEDERAL AID SHEET PLATE 1 -SINGLE PLAN AND PROFILE -FULL DOT 91`TEL.ETXNE PRINTED IN U.S.A. z < w O w • w2 7 z W cc 0 • J J - U.) 0_. CC NOTE BOOK 0 z w 0 • > co 0 2 U z 0 Q w 0 0 Z W LLI U0 fY wp Z� 1.4 vel >G0�O . cnmcn NOTE BOOK 0 z W —G M 1.0 lo" 50 L.F of bore and casing 55L.F l5" PVC. r• 0 O a, 20 easement w Mill W 300 81 10" I, 40 L F of bore, no casing (Dry bore to used) 7( L F /5 PvC 10 easement w W fVH 12 386.44' +0 w IF 0" Mi 13 See detail below 5 LE 8" stub to west 5 F 15"stub to south 25 r-417:71- 29+ 0i _ 29+01 C) 314- 00 1920 1910 1900 1890 1920 1910 1900 1890 Adapter from 15" V.C.P to 15 PVC. with con- crete collar — C0-- — -f - — ; 1 32+ 00 33+00 coy a� V.1 NEW /5 VCP Asphalt surface 5 L.F 811 stub to the east and west T M -l14 213.58__- if 5 L F 8 stub to the west Mi 15 5 L.F 8" stub to the east and west Laird Motors Existing lighting poles and bases to be moved by others ---` Asphalt parking lot 435.03' NEW /5•VC.P O\‘ oSQr d< Je i nL 7, 5 LE 10' stub to the west 50 U S Highway No 28/ 34+00 35+00 36+00 37+00 38+00 a3 uJ rti 39+00 40+0O Asphalt surface 41+00 Scale 1 50 • 1 50' • wuf NONO Kt N0, 1 U S Highway No. 6 STATE FED PROJECT NO. Nf$L 701 F -C -41(7,o7) co 15" PVC. manhole adapter 42+00 43+00 44+00 M, tf3 m ya <0 Cf: .0 _ trri m Q Q ss 10 a 45+00 oa SHEET NO, 95 L F of bore and casing 102 L 15 PVC 15" 5 Baltimore 0 tor i. 37 w A venue f VC, la VCP gaapter 270 Lr 15" VC.r� Monnaie. dclapter 4 2>3 4 1"lid' P 95LF20 tD casing 0 0.2'5 wall thickness 102.1._• ...15".P '; 0 w 0 N 281, 30 + 03 a". S t.v.b. to..th.e..w.est 1 1 8"Plugs cv 25 % 4) f•o 0 ,C5 \ a2 .Mgoh4(e.. adap.!9.!s. are tabe us.ed *55 L /5" Pyc 25 /o 50 F g0"4 D Casing 0.25' wp. /l Phickness M.oson.a.rK plug t.o.oh.onael f•tow to t a east• A 15" Plugs 15'" Stu b o south PVC is VC,P adapter A Contr.octor..to.thsialJ..o.mas.o.nar.X..Rluv..a.ft.er morrhoie•ch•anngi••hos•been-formed•rrr ho -s Sf;1,..G.ontrAC.tSlr..t,O....St.01...a........ ..m.A;''.t.Nlo layers •of•te•It•riaper-root+onnel•anciagainst 1�1� D.lu9..D.r.Is7r..'1.O..fo.rm.inq.•plua.sta..Rrl3ve0t bonding•between•plug •or& concrete•charmel. DE TAIL 'OF'MANF+OLE 1[ NO $CcIte 11a,YY/iYI/YIYJ/Y'IaY/YJ.111,lil1 when PVC pipe •is• run• •frorr7• or 10 I 1 1 __ ..................... P manhQle ::A.mann.facturer.s...c.ertif at:i:o:n: or:iiatarized..st.atement..requlr.ed ..tYl:at PVC.::pipe:: furni5h0d::meets: oce:i.Fc:e:e:ds::AW.WA: St:o:n:da.rd Spe:c`s. t ateri.al_sh.at t.be i.n .a.c.c.or.da�ce.. i:fti::AST 1::D1784 P:ipe..shal.(..con orrn. t.o..ASTM:.D2:241 c.anf.or.m..to..AB.TM:D1869 eipe..thickrieSCSha:ttlte :ASTNI::D30:34 l/SD:R : 2:6. 1920 1910 , 1900 1890 � m hvIt.1/4.1m FOR INFORMATION ONLY Vert.icai::S.co.[e I'1='1o` Horizontal Scale :lu=::501 SECTION A' -A • • HIGHWAY FEDERAL AID SHEET PLATE 1 -SINGLE PLAN AND PROFILE -FULL DOT WTELEDYNE PRINTED IN U.S.A. NQ:$cp(e l f ^'M'aA lfJ)ti 4 ST1:NGS I TILIT E HASTINGS; NEBRASKA Installation of....1511..v C.P'..sanitary sewer on Highway No: 28I: from .Highway .._No. S .to •M Street then east: to: the Burl rigton South Rump Sta t io • ASN OO. Petersen .Merrill NO. .REVISION. B.Y V tRWN M:'Sidto .DALE.. app 'DATE ViqJ sw- •Rigr'wr f10 CPO) CM)..._.a.,: • SW -5 of 4 •, 1110+00 Bight 1 (138+00) 1121+ 01.55 (132+00) Sh ee no E. 8" STD. a GAS HASTINGS UTILITIES Highway No. 6 - Baltimore Avenue to Elm Avenue Highway No. 281 - Highway No. 6, . south .50 miles NOTE:New 8" STD. Gas to be 36" BURY of final grade for • project, or noted diffrently Street Light to be installed 1 off R.O.W. on both sides of the highway • (114+00) sheet no. sheet no. 2 sheet no. 3 _ 41North of 1 L Street Al Street —_ _•_ __ N—iw 81 0 Gor field Avenue (214+00) 1147+58.33 (208+00) sheet no. 4 A 0 36 North of 36� North of fit. — CNpN•UN• li•• 4 • (.14 1 11 sheet no. 8 1011••••••• 0111111111111•11 1111111111111•11 338 North of New 8 STD. K Street L. Street M Sleet sheet no. 5 4 sheet no. 14 sheet no. 6 ( Q M. ROAD Rte. NO. STATS I. Na SHEET NO. NEER F - PP Pia 7) 87 sheet no. 7 ,011111011 111111 1111111111111111119 4111111111111111. 1111•11•1111•IM •11•1111•111•1 New �' STD. 38' North of Y1 CC — =MIMED — 111101111111111111 Calmar title* UN Wayfair Drive sheet no. 10 sleet no. I I +Scale. I''• 200' J 1195+ 00 End . 1199 sheet na 12 \ 38' North of fit. 35' North of sheet no.13 11•1111111111111111• • 011111111111 1111111••• anai. ammo J CM/•.N4•• l�•• IMMO, New 61111111111111w 1 r" FOR INFORMATION ONLY HASTINGS UTILITIES HASTINGS, NEBRASKA Hwy. 6 Widening Po j ect "J" St., Baltimore lye. to Elm Ik4d. DSN' 8rennfoerder SUPT. Rothfuss CKD° r OR N: der W.O. NO: CKD. oet NO REVISION 8Y' DATE CKD APP ATE' 2.8.88 RET. NO NO: l^' w 3 • 't • * • t 4'- • % , 7 • 44 , • Q. • . • ° *, • • P4. 0e 0 Ex. 8" STD. 55 psi •—• s• • • • • • 0 ) a• or% • 6 • • • 14 • • 6 44 • 0 A & & 0. • 417) + vri a wy 0 a. • 6/1 A144044 Swot 0 • 1 4. • -solimeseserwrd&••••,&16-11•MOW&MOM.A..iiiir&IIIIMi. t ;#6 , 4 - T 7N- RIOW t‘i HASTINGS — Ex. 8" STD. 55 psi Abond. • 67' • a 4▪ ; • 1 41.4101 • '4 • ..4614 - ..7..•-) • • o 1 .444 • 4.) 4100111* A.& •444 -t • ..6016 OorIglog Lt NIP .Nti> \41 4\Y4 2-Ne.v 8" Weld In Valve "r‘`s, New 8" Weld. Tee 2 -New 8" 45° 'Weld. Ell • • r. 0. • 4 - 4 • 44 -44 (01 amp 4 4' •;" 1) Tie Into Ex. 8"STD. „„....— ..„. I:1 „, „..ar\-............... ' . .. •44 1 11 _ • /11 \ \ ,. • ,,, , 114.4 vr " - • es - 46 't s14,1 .1,601 i; • Atf,ond. 411 0' • $ D6 - UG T t • 6° - S b. • ' ' * MINIONNIO •11/MIII• 1 •• • 40 • 41011/10 so - .4 .141 • ,40 2 - • • • — tomilmm.••••••••••••••••••••••••• •••• a•mma• 4.4 & • • • 0 4. ill .... V • -, 41. • . . 0 • o *-J 1 4 0 S e c 23 - T 7 N - R 10 W FOR INFORMATION ONLY HASTINGS UTILITIES HASTINGS, NEBRASKA D S N Brenntoerder DRN: Brennfoerder DATE. 3 - ,9 - 88 SUP T Rothfuss WO.NO RET. NO; NO: G283 Sheet 1-A 4 14 l +"3 1 A 41 Oft ! x114st .•� j ft it tot4:1 eft mt s#i Mir+ (0.4 3.4114 34113 14. ihs (.0 411 44 1: s at "1— _ .-- /44 VAA i+ 1 rr rsv 1411 4 ,�c1;1" 07'16 r 4 ,t 1 4 t 11 01 4 1 A r Ing r f� t 4P d ,4 kt /4A e 4 rj 1 Nt f t 1 3,A } t Fve L Cm* Piet* D SEC 14 TTN R10W HASTINGS —'—�^--R 49741 1 Si as fat 3s 53 5S 1 1 1 • r 1 > ` c� $ t ii tai r s 4 f rt I f 1 4 1 cp i rCf 1:111C:lt'"1 7tt:tot t fie t e d 4' r�kfZ f I Ca 414 //2 • 1-qc W ): i 71 4I 1 s. 0x 0 $1 M { Y Pr 771 1 k- "It 1r4 fi q.isz r at Nith Sort Coo 144.6444444 4,0 fliM111..•■• mamma/am CASK Sidettrali $1101.1104 1/40 411 C40410 lip Stet. b T ft In E @ ST Q . Ke, 8 45 No 1 t14.1:14 e ? Me*. Sart 4 it I* Ylte „PIA tz k ,,4 ox, ,t„ rt',4 ,r4 .11 ik 1 4. f 6,4 4 0.0 te7g 41T 4:14. e ,. 4, .1)4, ii.1,t 4 froty4aTT;5106 Lui 1 i I§ AI Ar 40 414 4" ie4 1 5Cic 13 1 11.461.4. 44.0,6416+ 4. • • r ",. ' • k, 88 • • w I 1 el r 1410 .sore. 'OW •• 0•4, ..i$ 4. New 8" STD. Gas Main to go under the New a Ex. Storm Sewer 14, ;21 N‘s: R.O.W. gal 4.0 2 -New 8" 45° Weld Ell • a \ / t.D 41.$ 412 • .4403" New 4" STD to CrossainEx 4" ti*• Cast Iron Gas mTT 8 /c* 0 1400 .4 e • tr, •/, I • 41 • • 4 ('3 • • 4 9.3 o r) r ' • 400 4 -New Er 45° Weld.Ell 3. • • 4 • •wr , • \ 0.3 CO 0 \J 44. • • •=.111. ••••• 41•Wimmen••• R.O.W. 3 — •Mt— --- t II -141 1 i 1• 41 i I a .. aa 434 49' New11/4" No Blo Valve 3-1i/4" STD. 41' New I V4" No Blo Valve 45' 3-11/4" STD. ••••••••••• 28' es* 36' New 2" No Blo Valve 5''2" STD. 44' 4f it'd/4d _ 24' 34' • • 0 , 4 • t ' • ^ ir 47.1: 3.4.4 • .4„," r • • • t , • • .•4., - r • " 4 • 4 t-4. ;11,4 • ;, - • - 7.; • • t • tr' '14 44 . - 1 e' • • . t • - ' " ; • • • • • s • e e • • 3 Woe ; L\ • NOTE • Ex. Gas Mom Between Baltimore Ave. and Garfield Ave. is 4 Cost Iron Garf ie Id Ave to Burlington Ave. is 6" Cast Iron 1• Soc. 24'- T 7 N 10 4-44 • •••••••••••••••lerwirseme - 01 • 11; sr-- • et e I Vide.ww. 1-1" 6 7-7-.4 •••••••• FOR INFORMATION ONLY DSN: Brennfoerder •••••••••••"ii. 0 w • • • HASTINGS HASTINGS, NEBRASKA Hwy 6 Widening PrpieF1 ,1,1" St., &Ott -Fore Ave: twEirn Avt. Off • • C.; • , . " 4 • • SUP T Rothfuss 44 •13 • trsr-4•••••• •••••••1111•••••1113 CKD NO: 2 APP r • • VIA 110 6 Nqw V4'sNo Bio Valve 10 - 11/4 STD eni . • PO 13- •1•••• OMNI, 20.1.6 6' Of 1010 STD.- - Nkik ‘)4 - 11/41s. STD. _ _ 4 -New 8" 45 Weld El I R.O.W New 11/4" No Blo Valve 10.- 11/4" STD. 1000 • - al il • Y r , to . =i1 r 0 i 1 - i I • 1 - i er• t 1 , • .... , r , t ...• 1 „ * • i New I V4 No Bk) girl., 1 IO'- 1 4 sVio lye 7. • ro cr ec T 7 N • IOW HASTINGS V 1' • • V r • • L1, Ln 1 I • • `N f Ce • • 4- New 8"45° Weld Ell 4' 9 I 0 M.le ••• • • 4.10. ••••-• C.N. 40741 4 AVM LC1 T' Wois .41 A Pookosg Lot • • 0 ••'1 • (> • \ , • ' 1+ \\. --..,-.- .: os 41 .41011.0 141.11 0 04. .0 ••••••• O. •(' 2••••••••••••••••••• .114/104/11%. mt. •••.,•••••••••• •-•• *immir""7 Assarass... •••••••••••••••••••••• .•••• •INNINI••••11•1=0 Spew "tbi:/triV- ••••111.•••• ....'••••••••••• ••••••••••• •••••••••-•••• -•••••••••• ,•••••••••••..31. +war .rilIamomma tr 11141.LIMM• .••••••• ••••••- I• - t r". lir C ••• panwomn•rwir •••••••••••••••• •••••••••••• A...•••••••••••••••`'W.A- •••••••••• ••••••• .1.111••••-. 10' 5•100, .11011150111011010.0 .10114 - 44' t 1/41,ip 3;04 ••••••••••••• • I 40110•••••••••• ane•••••••••••• ••••••••••••• ••••••••1•01.1.• •Invo0••••••• 111110.••••••• •••••••11•100 I •••••1•L,LMVi0r .....••••••■••••••• ••••••••••••••• .4.1.4.4014.4114 25' 36' 25' 36' 0111.••••••••••01•1 •••••••44.4 •••••••••• it! .••••••••••••••• •••••111.11 ••••••••••••••••• .•11111,1•••••10.1. ••••••••••••••• •1•••••••••••••• •••••••••••••• 00=1 ..1111•1•••••••••■••••••••• .0 4.1 •••••,•• 1, :1004 .04..40410.0.41 r LI: -.44011%.11 ••••177--"'" ......_.-• -..-- 110 •,... -..- -- •••- • • • a 1 ••• t!,•••• st. ••••0 ... ..4•P r• • «. a 40 AC- I ••• s. , • • -1 pi • s • rteigNMEMMINMERILw' «..., 0 44 • • 1 2 - , /24111EEMIIIM 42 •• • IOS 1 • .., 71, C.006. ?wit t .• .• o• • '''' -- or 41•-• •••••••••••• ••-.•••••11 W ••••••..1•••• ••••••••••••• ••••••••••••16 t New 1.,111" No Blo Valve ow. •••••••••••••••••••••• •••- L,1 4 2 Slob . 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CdP , 4 0 0 0 fD 'her Ptoeb 4i iv et, 801 • e1V4' 1985 et N • • Coo; Si • 0 Atop, Sec. 24 - T 7 N R 10 It•I • r' • • ,4 P-• • 4 4 • G- CN 40741 .04 5ireyd •\ .5111 Ned (t.: -‘ 42' - • 0 0 4. 45' • e• .44 .44.4 HASTINGS UTILMS HAST INGS, NEBRASKA OSN• Brennfoerder SUPT Rothfues CKO: NO REVISION BY CKD AFT Brennfoerder ATE' 2 "1088 WO NO HET. NO' 09:011 4Pfv<4 • • • 4. 4 . ; v , $ t' 44. J. 0. Sec. 13 -T7N-RIOW * • • $ • Oesti. Grays& , CliNalm! - - • 01•111110 01111110MMaill re111110•4•0 4111Y11111•1114 40 tr4 0 • 44 a. • 4 • • Q • • 0 • 0 0 a 4 • afa i0 art a Hastings Ave. • • 4,01 L) tr) j� .4 0 0 44 New 8" Gos to go under Storrn Sewer (0 N --"" HASTINGS Lo Sec 18 -T7N-R1OW it • • 4 .r • 44 .N.4074 r • R. C.) W. ,1•11•1 •IMS New 8"STD. .11•11•0 *ten 6t. I •••••••10 41=44 411=6.15 •$4. .."e,ttr.""7,91 , 0,0 New 11/4" No 810 Volve ••••••• ••••••• $1141=M4111•111 n•10...•••••••,... •••••110.1ma, New 8" STD. Las somm*'$$$.1****** emeetoreasame **44*.eamw anus wriesiono Meta, S•rt. f ' '0 I 30' 38' 1 1 411•11•1•1411110. .144.44•4•440 WAMMWIMM 010WWww• ra/MMWmrso •••••••••• ..""t""". emon.raromer. exemoreteresi, 2' ••••••••••••11111111. .••••••rm• 30' 38' $91 New 2" No 810 Valve lg 31' anarrnroolner. 4111.0.1.1111.1.• •••••••••••••1191 .01111••••IMINM •••••••••••• Sur w ',rod "m4444444.44 .4.00 to .44V 44•01.40 •444.40. +.410•0404 ••••••••• 44.41404 - 00.0, 0/0000404 4.10.1•• nor1•01191. *N.M... ••••••• nnon•ri ....... 6 -.1. As•a. Stiff. ore 414 • 40( . 0'4 4.04.0600•14••••••••.*0. 24 6" G- Proposed Sanitary Sewer .11. rem ...en loor war, *Ear nfts Mow an/ Am. " 3 Suit • 45' I 1 1/4 Proposed Sanitary Sewer OMNI 'MIMI: rallIIIIIIIIIIIIIIIMIMegimatasemen2111=1111111111.1=t1110,- 11111MINIMIIMMIEr R.O.W. 4-4 S 4 4, , 4. : • $ • • 4•1111se tut t 1 04 s'• $40 1111, 4=1=4 OWED =Min 4=4111140, 416•00•14 • 11' • • 3, 4 At ,41 • 715. 0 4* * • • , 5. ,r$ • f « ; re$ 7. V't $ • *" • •^!-•.;, . 4 et ik• 111•4144•0 , 9. LI '44 • 44 4. 7. • • IMIND 00014/4 1 3 Gies 1..** o • ey 4 • 94 1 • Sec. 24 -T7N-R1OW • to • [...) Ceot 4144 14 04 0 • $011001101101110400111140 ,*; Service to 601 W St. 4 0 • • HASTINGS UTILITIES HASTINGS, NEBRAS<A 9. ,r 44 11 • 44 • R IOW Hwy 6 Widening Project "J" Si , Baltimore Ave. to Ir/i Av 99 DRN grenntoerder DATE -2.4388 W.0 NO RET NO CXDOJ APP Sheet 6' of 14 • • c,lik Station 1120+67, Lt. 60' 1 ea. Pull Box, Type PB -1 4 ea. Vehicle Detector, Type TD -5 Station 1120+47, Lt. 51' 1 ea. Pull Box, Type PB -5 Station 1120+33, Lt. 45' 1 ea.Combination Mast Arm Signal and Lighting Pole, Type CMP -0-12 Station 1120+38, Lt. 6' 1 ea. Pull Box, Type PB -1 2 ea. Vehicle Detector, Type TD -5 US -6 & US -34 N LtI M BALTIMORE AVE. r N r -i 2"-65' TRAFFIC SIGNAL PLAN Station 1121+46, Lt. 58' 1 ea,Combination Mast Arm Signal and Lighting Pole, Type CMP -0--12 12' Station 1121+64, Lt. 39' 1 ea. Pull Box, Type PB -1 4 ea. Vehicle Detector, Type TD -5 US -6, US -34 & US -281 2"-12' Station 1020+32, Rt. 45' 1 ea. Pull Box, Type PB -1 4 ea. Vehicle Detector, Type TD -5 Station 1120+57, Rt. 75' ea.Combinaticn Mast Arne Signal„01 Lighting Pole. Type CMR -0-T2 Station 1120+98.5, Rt. 67' 1 ea. Pull Box, Type PB -1 2 ea. Vehicle Detector, Type TD -5 US -281 N Station 1121+65, Rt. 6' 1 ea. Pull Box, Type PB -1 2 ea. Vehicle Detector, Type TD -5 Station 1121+34, Rt. 45' 1 ea. Pull Box, Type PB -5 Station 1121+70, Rt. 65' 1 ea. Pull Box, Type PB -1 Station 1121+34, Rt. 57' 1 ea. Pull Box, Type PB -1 2 ea. Vehicle Detector, Type TD -5 1 Station 1133+86, Lt. 42' 1 ea. Pull Box, Type PB -5 M N tv1 K1 '1 r -i FRANKLIN AVE. Ln M r-1 r -I 10' Station 1133+87, Rt. 42' 1 ea. Pull Box, Type PB -5 2"-73' L 20 0 scale feet 20 40 s FED. ROAD REG. NO. STATE FED. AIO PROJECT NO. SHEET N0. 7 NEBR, f: 6 - 4 0601 96 SHEET QUANTITIES Quantity Item 20 ea. Vehicle Detector, Type TD -5 8 ea. Pull Box, Type PB -1 ea. Pull Box, Type PB -5 172 L.F. � E'b'C Conduit. Trenched 20 L.F. 3 PVC Conduit, Trenched 345 L.F. GI'S Conduit, Trenched 81 L.F. GPS Conduit , Trenched 3 ea, Combination Mast Arm Signal and Lighting Pole, Type CMP -0-12 GENERAL NOTES cAI 4E071/4 Remarks w/4 Turns IMSA 51-5 preformed CMP -2 See Lighting Plans for Luminaire Details 1 THE LOCATION OF ALL AERIAL AND UNDERGROUND UTILITY FACILITIES ARE NOT INDICATED IN THESE PLANS. UNDERGROUND UTILITIES WHETHER SHOWN OR NOT WILL. BE LOCATED AND FLAGGED BY THE UTILITIES UPON REQUEST OF THE CONTRACTOR. NO EXCAVATION WILL BE PERMITTED IN THE AREA OF UNDERGROUND UTILITIES UNTIL ALL SUCH FACILITIES HAVE BEEN LOCATED AND IDENTIFIED TO THE SATISFACTION OF ALL PARTIES. THE CONTRACTOR SHALL BE RESPON- SIBLE FOR PROTECTION OF ALL UNDERGROUND AND AERIAL UTILITIES AND CONSTRUCTIONS. ALL SURFACE MATERIALS THAT ARE DISTURBED BY EXCAVATION AND BACKFILLING OPERATIONS SHALL BE REPLACED AND RESTORED IN KIND EQUAL TO OR EXCEEDING THE ORIGINAL CONDITION. THE LOCATION OF THE LOOP DETECTORS IS APPROXIMATE AND MAY BE FIELD ADJUSTED TO MINIMIZE MANHOLES, ETC. ALL SUCH ADJUST- MENTS MUST FIRST BE APPROVED BY THE ENGINEER. LOOPS SHALL BE CENTERED IN THEIR LANE AND THE SPACING BETWEEN LOOPS SHALL BE APPROXIMATELY 10'. 4 LOOP WIRES SHALL BE TERMINATED IN THE PULL BOXES AS SHOWN ON THE PLANS. THE WIRES FOR EACH LOOP SHALL BE SPLICED TOGETHER AND SEALED TO PREVENT WATER PENETRATION, AND LABELED TO INDICATE THE POSITION OF THE LOOP IN THE ROADWAY. Station 1134+80, Rt. 42' 1 ea. Pull Box, Type PB -5 REV. NO. DATE REVISION DESCRIPTION NEBRASKA DEPARTMENT OF ROADS TRAFFIC ENGINEERING DIVISION LOCATION BALTIMORE AT J STREET COUNTY ADAMS HIGHWAY US -6/34 and US -281 PLAN NO. INSTALLATION DETAILS DESIGNED BY �rrnr TRAFFIC ENGINEER DRAW PROJECT NO. DAT E(E/]) REVI WED BY_ , F-6-40"7) APPROVED BY SHEET QUANTITIES Quantity Item 1 L.S. Traffic Signal Removal 1 ea. 1 ea. Install Traffic Signal Controller, Type TC -170/332 Combination Mast Arm Signal and Lighting Pole, Type CMP -30-12 ea. Combination Mast Arm Signal and Lighting Pole, Type CMP -45-12 1 ea. 7 ea. 2 ea. 2 ea. 4 ea. 4 ea. 8 ea. 20 ea. 6 ea. 8 ea. 984 L.F. 497 L.F. 15 L.F. 88 L.F. 3308 L.F. 281 L.F. 552 L.F. 403 L.F. 440 L.F. 1 ea. Combination Mast Arm Signal and Lighting Pole, Type CMP -50-12 Traffic Signal, Type TS -1 Traffic Signal, Type TS -1L Traffic Signal, Type TS-1LL Pedestrian Signal, Type PS -1 Pedestrian Pushbutton, Type PPB Vehicle Detector, Type TD -3 Vehicle Detector, Type TD -5 Pull Box, Type PB -1 Pull Box, Type PB -2 2`" PVC Conduit, Trenched 2" GPS Conduit, Trenched 3" PVC Conduit, Trenched 3" GPS Conduit, Trenched 2/C Detector Lead-in Cable 5/C #14 AWG Traffic Signal Cable 12/C #14 AWG Traffic Signal Cable Grounding Conductor Service Cable Mast Arne Signal Pole, Type MP -45 Remarks Wood Pole Span Wire Pad Mount on 4'x10'x4" thk. pad S+nom Surr1ied. Galv. w/Luminaire 40' Mounting Height Galv. w/Luminaire 40' Mounting Height Galv. w/Luminaire 40' Mounting Height w/T36 Face, Visors, Backplate, and MA -5 Mounting w/T37 Face, Visors, Backplate, and MA -5 Mounting w/T57 Face, Visors, Backplate, and MA -5 Mounting w/T23 Face, Visors, and B-4 Bracket w/Sign 6'x10' Loop w/4 turns IMSA 51-5 preformed IMSA 50-2 IMSA 19 or 20 IMSA 19 or 20 1/C #8 AWG Copper 1/C #6 AWG Copper NOTE: Linear Measurements Are Taken Between Pole Base and Pull Box Centers and Do Not Allow For Verticle Rises, Mast Arm Length, Drip Loops, or Splices. 2"-44' 1144 Station 1143 + 43, Rt. 36' 1 ea. Pull Box, Type PB -2 1 ea. Vehicle Detector, Type TD -3 55' TRAFFIC SIGNAL PLAN Station 210 + 62, Lt. 47' 1 ea. Pull Box, Type PB -2 1 ea. Vehicle Detector, Type TD -3 Station 209 + 8'8, Lt. 46' 1 ea. Pull Box, Type PB -2 1 ea. Vehicle Detector, Type TD -3 Note: Luminaires shall be v, 250 w, HPS Type III Medium cutoff Station 1146 + 85, Lt. 67' 1 ea. Install Traffic Signal Controller, Type TC -170/332 Station 1147 + 18, Lt. 45' 1 ea. 2 ea. 1 ea. 2 ea. 2 ea. Mast Arm Signal Pole, Type MP -1 Traffic Signal, Type TS -1 Traffic Signal, Type TS-1LL Pedestrian Signal, Type PS -1 Pedestrian Pushbutton, Type PPB Station 1146 + 78, Lt. 6.5' 1 ea. Pull Box, Type PB -1 2 ea. Vehicle Detector, Type TD -5 15 14' 11_581 r-1 00 CV Cn BURLINGTON AVE, -- 210 209 20 0 20 40 scale feet Station 1147 + 55.5, Lt. 70' 1 ea. Pull Box, Type PB -1 4 ea. Vehicle Detector, Type TD -5 Station 1148 + 05, Lt. 71' 1 ea. Combination Mast Arm Signal and Lighting Pole, Type CMP 50-12 2 ea. Traffic Signal, Type TS -1 1 ea. Traffic Signal, Type TS -1L 1 ea. Pedestrian Signal, Type PS -1 1 ea. Pedestrian Pushbutton, Type PPB Station 1148 + 24, Lt. 51' 1 ea. Pull Box, Type PB -1 4 ea. Vehicle Detector, Type TD -5 FED. ROAD REG. NO. STATE FED. AID PROJECT NO. SHEET NO. 7 NEBR, 6-4 Qoo-7 7 Cu 4o74(/4 GENERAL NOTES 1. THE LOCATION OF ALL AERIAL AND UNDERGROUND UTILITY FACILITIES ARE NOT INDICATED IN THESE PLANS. UNDERGROUND UTILITIES, WHETHER SHOWN OR NOT, WILL BE LOCATED AND FLAGGED BY THE UTILITIES UPON REQUEST OF THE CONTRACTOR. NO EXCAVATION WILL BE PERMITTED IN THE AREA OF UNDERGROUND UTILITIES UNTIL ALL SUCH FACILITIES HAVE BEEN LOCATED AND IDENTIFIED TO THE SATISFACTION OF ALL PARTIES. THE CONTRACTOR SHALL BE RESPON- SIBLE FOR PROTECTION OF ALL UNDERGROUND AND AERIAL UTILITIES AND CONSTRUCTIONS. 2. ALL SURFACE MATERIALS THAT ARE DISTURBED BY EXCAVATION AND BACKFILLING OPERATIONS SHALL BE REPLACED AND RESTORED IN KIND EQUAL TO OR EXCEEDING THE ORIGINAL CONDITION. 3. SIGNAL POLES AND CONTROLLERS SHALL NOT BE LOCATED IN DITCHES OR DEPRESSIONS SUBJECT TO WATER PONDING. 4. THE LOCATION OF THE LOOP DETECTORS IS APPROXIMATE AND MAY BE FIELD ADJUSTED TO MINIMIZE EXPANSION JOINT CROSSINGS, MAN- HOLES, PAVEMENT CRACKS, ETC. ALL SUCH ADJUSTMENTS MUST FIRST BE APPROVED BY THE ENGINEER. LOOPS SHALL BE CENTERED IN THEIR LANE AND THE SPACING BETWEEN LOOPS SHALL BE APPROXIMATELY 10'. 5. STATE SUPPLIED MATERIALS SHALL BE AVAILABLE TO THE CONTRACTOR AT THE DEPARTMENT OF ROADS MAINTENANCE YARD LOCATED ON WEST US -6 IN HASTINGS. 6. REMOVED MATERIALS TO BE RECLAIMED BY THE CITY OR STATE SHALL BE DELIVERED TO THE STATE MAINTENANCE YARD IN HASTINGS. 7. SIGNAL HEADS SHALL BE CENTERED OVER THEIR APPROACH LANES AS SHOWN. WHEN TWO SIGNAL HEADS ARE PLACED ON AN APPROACH WITH ONLY ONE THRU LANE, THE SIGNAL HEADS SHALL HAVE A MINIMUM HORIZONTAL SEPARATION OF TEN FEET AND SHALL BE EVENLY SPACED OVER THE THRU LANE. 8. CONTACT DUANE PETERSON WITH THE CITY UTILITIES FOR DETAILS ON THE POWER SERVICE LOCATION. Station 1150 + 47, Lt. 39' 1 ea. Pull Box, Type PB -2 1 ea. Vehicle Detector, Type TD -3 Station 1149 + 66, Lt. 39' 1 ea. Pull Box, Type PB -2 1 ea. Vehicle Detector, Type TD -3 208 39' 1145 J STREET US -6 Station 1144 + 50, Rt. 36' 1 ea. Pull Box, Type PB -2 1 ea. Vehicle Detector, Type TD -3 68' Station 1145 + 34, Rt. 36' 1 ea. Pull Box, Type PB -2 1 ea. Vehicle Detector, Type TD -3 1 1146 1147 "-43' 33' N 1148 Station 1146 + 78, Rt. 36' 1 ea. Pull Box, Type PB -1 4 ea. Vehicle Detector, Type TD -5 `% `52,6, Station 1147 + 15, Rt. 58' 1 ea. Combination Mast Arm Signal and Lighting Pole, Type CMP 30-12 1 ea. Traffic Signal, Type TS -1 1 ea. Traffic Signal, Type TS -1L 1 ea. Pedestrian Signal, Type PS -1 1 ea. Pedestrian Pushbutton, Type PPB 2"-5g, 0 Station 1148 + 18, Rt. 6' 1 ea. Pull Box, Type PB -1 2 ea. Vehicle Detector, Type TD -5 Station 1147 + 98, Rt. 45' 1 ea. Combination Mast Arm Signal and Lighting Pole, Type CMP 45-12 2 ea. Traffic Signal Type TS -1 1 ea. Traffic Signal, Type TS-1LL Station 1147 + 73, Rt. 67' 1 ea. Pull Box, Type PB -1 4 ea. Vehicle Detector, Type TD -5 30' "-25' 1150 26' Station 1151 + 53, Lt. 39' 1 ea. Pull Box, Type PB -2 1 ea. Vehicle Detector, Type TD -3 2"-106' zz 1 1154 i REV, NO. DATE REVISION DESCRIPTION NEBRASKA DEPARTMENT OF ROADS TRAFFIC ENGINEERING DIVISION LOCATION Burlington Ave. at J Street COUNTY Adams HIGHWAY US -6/34 and US -281 INSTALLATION DETAILS DESIGNED BY -/;77 / TRAFFIC ENGINEER DRAWN BY /)l A PROJECT NO. F-6-4 0007. DATE REVIEWED BY �; APPROVED BYU a, SIGNAL SEQUENCE Signal Face No. a v c w 0- w Approach Calls on all detectors 1 2 CABI ,E CONDUCTOR (OLOR CODE Conductor Color 12/C-1 Terminations 12/C-2 Terminations 12/C-3 Terminations 12/C-4 Terminations 5/C-1 Terminations 5/C-2 Terminations Black #12 DW 113 #14 DW 104 #14 DW 104 Spare DRAWN BY 0 2 PPB- I12 -E No White Common APPROVED BV Common 2 Common RRGGARRRRRRR Common 0 2 PPB+ I12 -D Connection Red #3 Red 116 #2 Red 128 ,#4 Red 101 #6 Red 134 0 4 PPB- I12 -K Mag 63 Green #3 Green 118 #2 Green 130 #4 Green 103 #6 Green 136 0 4 PPB+ I12 -J Mag 63 Orange #3 Amber 117 #2,5 Amber 129 #4 Amber 102 #1,6 Amber 135 Spare 5 W.B. Left Blue #12 Walk 115 #5 Green 105 #14 Walk 106 #1 Green 114 2/C-2 , 2/C-5 White/Black PPB+ I12 -D #14 Walk 106 PPB+ I12 -J Spare Red/Black Spare 7 #5 Red 131 Spare Blue #1 Red 125 Loop 64 J4 -D Mag 42 Green/Black Spare I2 -J Loop 51 133 Spare White/Black #1 Green 127 Loop 64 J4 -E Mag 42 #5 Green Orange/Black Spare Loop 51 Jl-E 132 Spare N. Leg Peds DW 126 W FDW DW #5 Amber #1 Amber Blue/Black Spare DW #12 Walk 115 Spare 2/C-6 Spare 2/C-9 DW 2/C-12 DW Black/White PPB- I12 -E #12 DW 113 PPB- I12 -K Spare Orange/Black Mag 62 J2 -J Loop 11 I1 -D Loop 43 I7 -D Mag 23 a, SIGNAL SEQUENCE Signal Face No. a v c w 0- w Approach Calls on all detectors 1 2 CABI ,E CONDUCTOR (()L()R (()DE 6 Conductor Color Terminations Terminations Terminations Terminations Terminations Terminations E.B. Left GAGGARRRRRRR DESIGNED BY r / TRAFFIC ENGINEER 0 DRAWN BY Black 2/C-1 DAT E 2/C-4 APPROVED BV 2/C-7 2 2/C-10 RRGGARRRRRRR 2/C-13 3 Northbound White Loop 31 I5 -D Mag 63 J3 -D Mag 41 I6 -D Mag 21 I2 -D Loop 24 I4 -D Red Loop 31 I5 -E Mag 63 J3 -E Mag 41 I6 -E Mag 21 I2 -E Loop 24 I4 -E Green 5 W.B. Left G A G G A R R R Orange 2/C-2 , 2/C-5 6 2/C-8 RRGGARRRRRRR 2/C-11 2/C-14 7 Blue Mag 61 J2 -D Loop 64 J4 -D Mag 42 I6 -J Mag 22 I2 -J Loop 51 Jl-D White/Black Mag 61 J2 -E Loop 64 J4 -E Mag 42 I6 -K Mag 22 I2 -K Loop 51 Jl-E Red/Black N. Leg Peds DW DW W FDW DW DW DW DW DW DW Green/Black 2/C-3 144 2/C-6 DW 2/C-9 DW 2/C-12 DW DW . DW DW W FDW DW DW 16 Orange/Black Mag 62 J2 -J Loop 11 I1 -D Loop 43 I7 -D Mag 23 I3 -D 18 Blue/Black Mag 62 J2 -K Loop 11 I1 -E Loop 43 I7 -E Mag 23 I3 -E Black/White a, SIGNAL SEQUENCE Signal Face No. a v c w 0- w Approach Calls on all detectors 1 2 3 4 5 6 7 8 9 10 11 12 1 E.B. Left GAGGARRRRRRR DESIGNED BY r / TRAFFIC ENGINEER 0 DRAWN BY ///[[[ /i tY PROJECT NO. F-6-40007) DAT E REVIEWED BY APPROVED BV 2 W.B. Thru RRGGARRRRRRR 3 Northbound RRRRRRGARRRR 4 Southbound RRRRRRRRGGAR 5 W.B. Left G A G G A R R R R R R R 6 E.B. Thru RRGGARRRRRRR 7 8 12 N. Leg Peds DW DW W FDW DW DW DW DW DW DW DW DW 144 W. Leg Peds DW DW DW DW DW DW . DW DW W FDW DW DW 16 18 • TRAFFIC SIGNAL PLAN 6/ 1 1-2/C 107' ji1 d9 � C S d 67/1 2`�% 6 �1d99 6_, 2-2/C 2j 0,° ° °,, 6? 8 0 c' d9 / 64 9 2s> V .9 0 6' ,� c"' g 6)q) A°�a,�yyP�sa2�, �o4c)/' 6�,�' �Q �� 1-12 / C 1-G.C. 1-2/C III 4/ MI 42 62 1 2-2/C 6-2/C 1-12/C 1-G. C. 72' 5-2/C 1-12/C 1-G.C. SO, /2 85' 63 1 5-2/C /2 3-2/C 142, FED. ROAD REG. NO. 7 STATE NEBR, FED. AID PROJECT NO. r-6- i000-7) C 4/ .10 71/4 CONFLICT MONITOR PROGRAM 01 G + Y 1 J2 u + Y 2 03 6 + Y 3 04 6 + Y 4 056+ 06 G +� 6 07 G 06 6 �3 23 4 43 Yel 9 63 ;P Yel 10 1 12 02 Walk 13 04 Walk 14 06 Walk 15 00 Walk 16 •`' 9 • jS 0 .�o PROGRAM CHANNELS THAT RUN CONCURRENTLY 6-2/C 1-5/C 2-12/C 1-G.C. 5-2/C 1-5/C 2-12/C 1-G.C. 3-2/C 144' /4 2 24 24 10 24 24 // 1-2/C 1-5/C 2-12/C 1-G.C. 1-2/C 1-5/C 1-12/C 1-G.C. WIRING DIAGRAM 3/ 1 23 81' 2-2/C 1 22 1-2/C 106' 1 21 1 _____i.6--"1 2 3 It' 4 (,, 5 6 7 8 REV, NO. DATE REVISION DESCRIPTION 6-2/C 1-5/C 2-12/C 1-G.C. 5-2/C 1-5/C 2-12/C 1-G.C. 3-2/C 144' /4 2 24 24 10 24 24 // 1-2/C 1-5/C 2-12/C 1-G.C. 1-2/C 1-5/C 1-12/C 1-G.C. WIRING DIAGRAM 3/ 1 23 81' 2-2/C 1 22 1-2/C 106' 1 21 REV, NO. DATE REVISION DESCRIPTION NEBRASKA DEPARTMENT OF ROADS TRAFFIC ENGINEERING DIVISION LOCATION Burlington Ave. at J Street COUNTY Adams HIGHWAY US -6/34 and US -281 A ELECTRICAL DETAILS DESIGNED BY r / TRAFFIC ENGINEER 0 DRAWN BY ///[[[ /i tY PROJECT NO. F-6-40007) DAT E REVIEWED BY APPROVED BV EXISTING ROADWAY SURFACE LOOP WIRE DETAIL A EXPANSION JOINT OR CRACK NOTE: ALL SAW CUTS SHALL BE MADE WITH A WATER COOLED SAW BLADE. EPDXY FILLER • •• •• • •••••••••• • BEVEL AND SMOOTH END TO PROTECT CABLES 6" MINIMUM SOFT PLUG TO PREVENT EPDXY CEMENT FROM FILLING CONDUIT. *2" MIN. FOR ASPHALT SURFACED ROADS **3" MIN. WILL BE PERMITTED IN ASPHALT AND IN VICINITY OF EXPANSION JOINTS TO ALLOW FOR REQ'D. CLEAR DISTANCE TO TUBING. 1/2" I.D. FLEXIBLE, NON-METALLIC TUBING. (CORROSION AND WEATHER RESISTANT WITH A MINIMUM NOMIAL WALL THICKNESS OF 1/8".) SECTION C -C z 2 CABLE SLACK TO ALLOW FOR EXPANSION TOP OF EXISTING PAVEMENT EPDXY CRACK FILLER DETECTOR LOOP WIRE 1-4 1/4" MIN. SECTION B- I3 EXISTING PAVING POLE FOUNDATION OR PULL BOX POLE FOUNDATION OR PULL BOX TRAFFIC SIGNAL PLAN VEHICLE DETECTOR, TYPE TD -5 CURB SEE DETAIL A EXPANSION JOINT OR CRACK CONDUIT DRILLED HOLE DETECTOR WIRE IN CONDUIT SHALL BE TWISTED 3 TURNS PER FT. SPLICE TO 2/C LEAD IN CABLE (BELDON 8720 OR EQUIVALENT) 1" DRILL THROUGH PAVEMENT 0 DETECTOR LOOP WIRE (NUMBER OF TURNS AS SPECIFIED AT EACH LOCATION) J •'J. O. •.- i,yo O 0 ^oo•.e :0.°.•90.0 O:. •oo. ^n e' o(1'... °o O O. •• . =fin �1 3/4" CONDUIT BACK FILLING SHALL BE DONE IN ACCOR- DANCE WITH ARTICLE 702.11 OF THE NEBRASKA STANDARD SPECIFICATION FOR HIGHWAY CONSTRUCTION. EXISTING PAVEMENT SOFT PLUG TO PREVENT EPDXY CEMENT FROM FILLING CONDUIT SECTION A -A SAW SLOT POLE FOUNDATION OR PULL BOX NOTE: FINISHED LOOP MUST SHOW NO SHORTED TURNS, NO BROKEN WIRE AND 10 MEGOHMS (MINIMUM) TO GROUND, MEASURED WITH A QUALITY MEGOHM METER (SEE GENERAL NOTES). GENERAL NOTES FOR TD -5 DETECTORS 1. LOOP SIZE AND LOCATION SHALL BE AS SHOWN IN THE PLANS. 2. THE NUMBER OF TURNS OF WIRE SHALL BE AS INDICATED IN THE PLANS OF THE SPECIFIC INSTALLATION OR AS OTHERWISE SPECIFIED BY THE EQUIPMENT MANUFACTURER SUPPLYING THE LOOP DETECTOR AMPLIFIERS AND APPROVED BY THE TRAFFIC ENGINEERING DIVISION. ALL LOOP WIRE IN ADJACENT LOOPS SHALL BE LAID EITHER IN A CLOCKWISE OR COUNTER -CLOCKWISE DIRECTION AND THE LEADS TAGGED AT THE TIME OF INSTALLATION TO CLEARLY IDENTIFY THEIR DIRECTION. 3. IMMEDIATELY BEFORE LAYING THE LOOP CABLE, THE SAW CUT SHALL BE THOROUGHLY CLEANED AND DRIED WITH HIGH PRESSURE COMPRESSED AIR. 4. THE WIRE SHALL BE POSITIONED BY USE OF A BLUNT INSTRUMENT SO AS TO MINIMIZE THE CHANCE OF DAMAGE TO THE CABLE INSULATION. (THE USE OF A SCREW DRIVER, SAWBLADE, ETC. WILL NOT BE PERMITTED.) 5. LOOP WIRE SHALL BE CONTINUOUS (NO SPLICES PERMITTED) FROM THE PULL BOX OR FOUNDATION THROUGHOUT THE LOOP CONFIGURATION. 6. AFTER THE LOOP WIRE IS INSTALLED, EPDXY OR OTHER PRIOR APPROVED MATERIAL SHALL BE USED TO FILL THE SAW CUT BEFORE MOISTURE OR DIRT CAN ACCUMULATE. LOOP INSTALLATION MAY BE RESTRICTED DUE TO ADVERSE CLIMATICAL CONDITIONS (DAMPNESS, DUST, ETC.). 7. SPLICES TO THE LOOP LEAD-IN CABLE SHALL BE SOLDERED WITH ROSIN CORE SOLDER (APPROX. 50% TIN/50% LEAD), TAPED WITH HIGH GRADE ELECTRICAL TAPE AND COATED WITH A WATERPROOFING SEALANT. 8. ELECTRICAL CONTINUITY TESTS SHALL BE PERFORMED FOR EACH LOOP: A. SERIES RESISTANCE OF LOOP SHALL BE LESS THAN 5 OHMS AND SHALL BE STEADY. B. INDUCTANCE OF THE FINISHED LOOP SHALL BE BETWEEN 100-850 MICROHENRIES. C. RESISTANCE TO GROUND SHALL BE 10 MEGOHMS MINIMUM. IN ADDITION, "RESISTANCE -TO -GROUND" AND "INDUCTANCE" OF EACH LOOP SHALL BE MEASURED AND RECORDED FOR EACH OF THE THREE TESTS PERFORMED TO THE LOOP DETECTOR. 9. LOOP WIRE SHALL BE XHHW WITH CROSS-LINKED POLYETHYLENE INSTALLATION. • FED. ROAD REGI. NO. 5TA'' FED_ AICD PROJE( T NO. ,HEE NO. 7i,--4(/69 7) NEBR.i 99 CA) 4074/, PREFORMED LOOPS SPLICE TO 2/C PRETWISTED CABLE (BELDON 8720 OR EQUIVALENT) If PAVEMENT PREFORMED LOOP 2" TO 3" LEAD IN INSTALLATION DETAIL GENERAL NOTES FOR PREFORMED LOOPS 1. LOOP SIZE AND LOCATION SHALL BE AS SHOWN IN THE PLANS. 2. THE NUMBER OF TURNS OF WIRE SHALL BE AS INDICATED IN THE PLANS OF THE SPECIFIC INSTALLATION OR AS OTHERWISE SPECIFIED BY THE EQUIPMENT MANUFACTURER SUPPLYING THE LOOP DETECTOR AMPLIFIERS AND APPROVED BY THE TRAFFIC ENGINEERING DIVISION. ALL LOOP WIRE IN ADJACENT LOOPS SHALL BE LAID EITHER IN A CLOCKWISE OR COUNTER -CLOCKWISE DIRECTION AND THE LEADS TAGGED AT THE TIME OF INSTALLATION TO CLEARLY IDENTIFY THEIR DIRECTION. 3. SPLICES TO THE LOOP LEAD-IN CABLE SHALL BE SOLDERED WITH ROSIN CORE SOLDER (APPROX. 50% TIN/50% LEAD), TAPED WITH HIGH GRADE ELECTRICAL TAPE AND COATED WITH A WATERPROOFING SEALANT. 4. ELECTRICAL CONTINUITY TESTS SHALL BE PERFORMED FOR EACH LOOP: A. SERIES RESISTANCE OF LOOP SHALL BE LESS THAN 5 OHMS AND SHALL BE STEADY. B. INDUCTANCE OF THE FINISHED LOOP SHALL BE BETWEEN 100-850 MICROHENRIES. C. RESISTANCE TO GROUND SHALL BE 10 MEGOHMS MINIMUM. 5. SEE SPECIAL PROVISIONS FOR DETAILS OF CONSTRUCTION FOR PREFORMED LOOPS. REV. NO. DATE REVISION DESCRIPTION NEBRASKA DEPARTMENT OF ROADS TRAFFIC ENGINEERING DIVISION • LOC ATION COUNTY HIGHWAY PLAN NO. LOOP DETAIL STANDARD DESIGNED BY.. DRAWN BY REVIEWED B TRAFFIC ENGINEER APPROVED B ,V PROJECT NO. DAT E PROJECT NO f=4-4(007 GN 49074/,4 E A R 1 H W O r: K COMPUTATIONS ::ATE 051 E _ ft F; '. Li W U i{ K C O H F L 0 = I A t 1 O N S DATE E 05 i • EXCAVATION E 'i A N K 1.1 E :I T ACCUMULATED ACCUMULATED Eh. +., (-1 'v i^-1 T I 0 A? E Al B As r.. ': ti E N T ACC!JMUL.i',TLI) ACCUMULATED �TA IO ACCUMULATED ,-CUMULATED BAS. NET (DJ. FILL STATION ACCUMULATED ACCUMULATED ir,t_. E AD„:. FT__y:��_---�Ut�"c VOLUME AREA-1�tC"I_*3L.iE_____..,,,i.. M,... --_rftt1ME-_____�Q�xs- �a�?L.LJ;:I' `dLit.L.'rtF' ��fiiF_.�� -VOLUME-- u?7�.iJt�EF,'-C7: :�C1L:ZrJ�t.__ _ _VOLUME AREA iii OA -x' I�. 0.0 0.0 0. 0 0.0 0 0. 0 0.t1 1.4700 J4500 U . 1135+ � .. ,. 91.0 , ti 6. 1 7 , 05.1 2� . 17).8 0 34.5 .4500 4955. 2 . _ . �1 ti�-t t,l: Gf-r °? � r "Y,'y 1 c''•;rJ iii'* 0 0.0 G' i:.,0 2 .4.' 22 .. 1.4500 --3 ' 3_i2. 1136+ 0 94.0 239.8 3114.9 25.0 4')' ''!. 2096.8 .4500 51 5. 3040. 1113+ 0 -0.;0--01-0- ----0. „ ._4,.-0----- - 6 -. f 66. = -1.4500 •J-�z: ,� �__�i 0 T ."1136+30 + 30 _--124:4--------8269.-4 - -- - 0.0 1 ,.?2-1-1-0,-,-E . 4>0 5209-.040 1 i 11++ 0 0.0 0.0 0.0 21.0 8.6.3 172.2 1.4500 --25- - - 0. 2- 0. 8 1 8476.5 J 0 0 0 6 1 U 5 1 ' 1 i;?,5+ 10' ., 207.��. 1 Y «5 6 . 3060. 1 1 1 ._:+ _._ 63.0 . 1 1 6.7 243.0 81.5 2c -251. a�. 1 t._66•_1. r 137+ ;rl 92 V 35.2 9561. 0.0202110.6 1.4';00 7501. v,';160, 3 _363:0 -----26.0- 11384-'0 .1116+ 0 701, r y,4 , i 90 ' 34'0. 4 # . tJ _*-r� .. 479.4. 1 - 270.4 =3'7.) 0 .. U.T) 211 .6 ----T-.-45750 _^-7.7-7,-.T., - 6060. i 1 i + ?_ 620.6 83.6 a 7,J.0 i4s FAL F f 1139+ 0 4'7.0 177.8 9009.9 0.0 0.0 2110.6 4` 0 ` 94 3060. 1117+ 073.0 ib.4 637.0 ._' .= . ;) 5.3 433.3 `!. 1� �- (;) ":> 6"3. 1140+ - �. 0 70.0 207.4 92'17.3 0.0 0.0 21i0.6 1.4500 6157. .3060 . 1 1 18+ 0 109:0 -0.0 _ 40.7 4t4.1 .-44:5r)(.1 296. -68-r; _-.. 1 i r { 0 170.-4 5'38i7G- . V 6 1.4!)0v ,000. 1118+55 1 37.0 250.6 1233.9 0.0 0.01174 i i 450 '��� 637., 0 6. 1142+ 235.2962 .0 4 X5.0.8 0.0 0.0 21 .6 1.4500 6562. 3060. 1119+ 0 153.0 2461 -, ,-.�- _ ,. 4.2 1 .------__.__ i 1.4500 682_ . 3060 . i-;+�•c3 _.,__' -�i i.... .45V�J ,' �. 693. r,.... 11042+�� 165.0 �6=J.0 9882.8 rj.% 0.02110.6 Y''} 11'7'0+-0 i1 0.0 5-9:t. 1 --2073:7- 5.0--- _ 1 91.1 _ _- __ 490.8 .45----------35m.-_ 7--2(,-:, i lJ178:70--. - a1 -- � 1 1 4--..� ��, 1 rte. '9 10026.7 tJ 0 0.0 .,...-T ).6 -1.4500 676-6 . -30617.1 ...11'-'0+15 156.0 91.{ 7'164.6 5.0 2.8 _,1.4500 409 �i �4G 7')4- 1 .4 _. .. _.. � 1 .! � J 204.0 1 . J 10168.0 �J :•) ., L, 1 1. 1 r., a .4500 7106. 306'7 �•t 705.5 "j 1 6 8. 1120+47 1 73.0 1 76. , 2.�b1 .0 `_.�.;i S.tY 1.4500 6�`' 733. � 1143+6r`f 180.0 469.3 10637.4 5.0 8.6 212.0_0 1 ,d;;,1_:' 1563. 3074. 1120.63 255.0 124.8-- _---:_448r.t3 ,,v _5X16. > _1.4500-.__ -1,- 3: -,777._.___... -11/14+ 15, ...t 2/3.4 - 0 5 r•! 1 , , 8 -0.0 3.1- t--"'1, 3 ---"1 `_. i ?`1 TJ r it 7772.. _ 1120+76:..>.' . 114 _, . 1 .J V '.J ci 507.8 - 2630.8 . 1. 4 5 00 1895. 6 7�'`' 1145+ 0313.0 11163.8 ")9.0 53.72176.9 1.4500 1191+ 0 2.0 239.6 . 20.0 9. 4 51 7. 1 1.4500 2121. 750_ _ 1 1 i4 5 ;-1 48.0 19.3 1 1 1 83.1 6.0 .....,./ .' 1 97.5 1.4500 7997. 3486. +2.1 409.0 -36e. -3238..,,' --v-.0 1�cj 0 527. 450 -9-475. -764. _ 1.144+ 0 25 .: -110.9 -r .129 .. - -56-:-0 _ .-1-35-.1- -- -......,„1.,„.7 -- .4500 00-..__7?r'i 2. 3Y8 . 1121+1:8 382. 322_s 3561.1 c3,.='}a ,.. 1.45002792.769. 3.3 ' 4 , , +� �S ��s. ,. 28.5 1 i,�.4 42.052.6 2385.3 1.4500 1 X64 3459. EARTHWORK 0 P U T T I 0 r4 S DATE 051 E `; V A T I Ci it E1 B A ,_3 F1 E. rY T ACCUMULATED ACCUMULATED ETATIOrz ACCJriULATEL A;CCUKiJLA:TED BAL. NET ADJ. FILL AREA_ VCjLUrE ------110t_j iE RE -1 -VOL � �E -e�ri: flit; -dt,I.t�rtE v`@r -- . ,_Urt�- _-__ ___ 11-1-2- 463.0 51 9' . 4 4030.6 5.0 7.9 538.4 1.4500 3300. 781. 1122+ 0 322.0 263.3 4343.9 5.0 3.2 541.7 , .4500 3558. 7.,. c -1122+31 -134.0 -26e..1 �S04.v 10 t.0 6 VL+- 1.4500 rM'3-73-t-.- u7 1123+ 0 136.0 341.2 4945.1 45.0 185.3 737.2 1.4500 3804. 1141. 1124+ 0 123.0 479.6 5424.8 192.6 Q79.8 1.4500 4004. 1421. . _1 -.1125+ 138.0 483.3 _--_5%08 = 1., 19'2.6r , 1126+ 0 154.v 596.3 6504.4 0.0 83.7 1255.8 1.4500 4684. 1821. 1126+42 if.0 203.0 6707,4 108.0 84, 0 1339.2 1 .4500 4765. 1943. 1127+ +C _ _ 3B . 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Vfi tJ?IE VOLUME- --- '.147+ 0' 123.0 196.5 115'70.9 .1 8.0 7c, . 9 2464.2 1.4500 7948. 3573. 1147+32 1 51 .0 162.4 14685.3 ':1:_0 10.7 7474.9 1.4500 8095. 3589. -1147+66- - 182.0 -205.7 -11c=53.0 0.0 6.0 -24 74:7 1.4500 8304-- -- 358 :-1143+ 0 81.0 165.4 42058.4 0.0 0.0 2474.9 1.4500 8470. 3539. 1143+31 45.014 2.3 12.130.9 33.0 18.9 2493. 1.4500 2515. 3616. 1149+ '0 5 1 . 0 - -1-J2..7-I-2253.6 510 -48.6 15 7 1150+ 0 70.0 224.1 12477.6 5.0 18.5 2560.9 1.4500 8764. 37(3. i 1 1 + 0 64.0 248.1 12725.8 7.'1 22.2 2583.1 1.4500 8980. 3746. _. -------,--4. 0 -` :-i 6 7- 1 ?1994 378C. -_...�.-1-�:�+_.3 T ____ _____ __ 7 � i.J +:4 _e J . 7 i d.. 7 7•� 5 � lvY ._•1^y'_. 1153+ 0 82.0 287.0 13266.5 8.0 25.9 2433.1 1.4500 9449. 3818. 117-2.+46 f a.0 1 .0 13392.6 1 1.0 16.2 2649.3 1.4500 955741 . J t :r 38 1154+ -e- -- -.___.-36-. 109.0----13507,6 27 .0- 40.0 248.. 3 1.45044 96178. 359 1155+ 0 40.0 140.7 13648.3 20.0 90.7 2780.0 1.4500 9617. 4031. 1156+ 0 8.0 88.9 13737.2 32.0 96-3 2376.3 1.4500 9567. 4171. •1 1 i + _e_ .._ __. ___------------10.0 37.3 -13T-03. 5 31:-;.0-- -t29.6. 3006 : i 4500 ---94t2. 4355'-. 1158+ 0 11.0 38.9 13809.4 35.0 135.2 3141.1 1.4500 9255. 4555. a 7.0 3212.9 1.4500 9236. 4667. 1159+ ' 40.0 94.4 13903.8 77. :J2 1160+ rJ • 27-:-0--.___ 1-24.1 1'1402_7. 7 0.-0 1-37-0 323. f 9 -__.-._..____ :*5-0-0 -- 4686 ` -- 1160+20 ____1160+20 18.0 i 6.7 14044.6 0.0 0.0 3231.9 1.4500 9358. 464666. SHEET NO /OD ~ ' ° ° � ^ � ' STATION ii6i+ 0 i84+76A - -105`,-0 i05+29 _ ---- -��5+-� f18+ 0 113+36 STATION 121+ 0 EARTHWORK COMPUTATIONS EXCAVATION ACCUMULATED -AREA VOLUME EMBANKMENT ACCUMULATED AREA 26.7 14074.2 0.0 0.0 14071.2 0.0 277.0 266.9 358.0 305.7 428.�� 589.0 675.0 716.f> 41-69.0 14435.9 11.0 14741.7 655�ff-----15396.7--------- 1883.3 2340.7 2575.9 17280.0 9.0 6.0 BAL. ACCUMULATED NET DATE 0.0 3231.9 1.4500 9385. '----'------- ^ ^ -7�' ~ ---- v.v ����^� 1.4500 9�85. 4686^ -40-4 a23-6�-3 1.4500 9476. -4695' 41.3 3247^6 1.4500 9727. 9.6 3257.2 ..4500 10819. 1-4.-2 3271.4 -1-0-450 --1-0653. 25.9 3297.3 1.4500 12499. 051 ACCUMULATED ADJ. FILL VOLUME 4686. 19620.7 -�2�9d�-7'-------'--- 744'0 2703.7 24900.4 717.0 2705.6 27605.9 743.4E4- 2703.7 -30309.6 714.0 2698.1 699.0 2616.7 33007.8 -4.0- 6.0 70.4 18.5 16.7 14.8 13.5 35624.4 -686.<} 2564,9 ----391-99.2 659.0 629^O 603.0 2490.7 27"85.2 8.0 25.9 40680.0 4.0 20.4 3317.7 3354.7 337i.4 338".L. 3404.7 3438.7 1.4500 1.4500 i^450O 1.4500 i43i0^ 20036. 4709. 4723. 47440 4781. 4B1t^ 4864. 1.4500 3459.4 1-.4500 3478.8 43065.2 • ^ 38.0 77.8 2281.5----45346.6 409^0 674.7 46021.3 3556.6 ^ 22717. 23071. 30650. • 33f750- 1.4588 35636. 1.4500 37908. -165.0 375.9 ---3932.5 39645. 197.0 241.3 4173.0 .1.45OO 39969. 4889. 4937. 4974. ---- 5O44. 5157. 6052. EARTHWORK COMPUTATIONS EXCAVATION ACCUMULATED AREA'.711l11E VOLDME 18.0 '155.2 46176.5 10.0 22 137.0 107.5.4- 479.0 141.0 122+22 117^0 ° -< ' \~ i23+ 0 124+ 0 124+60 125+ 0 -126+ 0 i27+ 0 i27+57 ------120+-0 129+ 0 i38+ 0 --131.+ 0 '- i33* 0A 459.3 1097.6 1148:1 105.1 EMBANKMENT ACCUMULATED 171.0 46178.7 46 -°8 T 46741.4 187.0 136.3 VOLOML 43iO.i 39.8 4349.9 4 289:2- 25O.8 877.8 5516.9 DATE 051 ACCUMULATED ACflUMULATED DAL. NET ADJ. FILL rA -VOLUME --------- VOLUME i.450O 1.4500 1.71500 1.4500 39927. 6250. 39071, 3"7-3`5;3. 38742. 6307. 7999. ( 47834.0 49087^2 ^z'^0 218.0 E398.1 6415.1 /141.� 152.8 7293.8 1..4500 1.4306 1.4500 38532. J86Z8. 3851i^ 9302. 10576. 136.0 283^0 365.4 49452.7 230.0 570.0 50798^6 97.0 242.2 51040.8 36".0 850^v 5r890 -7.l} 491.0 1579.6 53470.5 374.0 227.0 210.0 267.0 250.0 205.0 855.1 1�35.2 5O7.8 359.3 957. 842.6 8148.9 1.4500 9284.0 1.4'3-00 9791^8 1.4500 10151.1 i.4500 1.¢-t5Cn3 11951.1 1.4500 -36(6/. 488.0 1033.4 54503.8 --365.0-----67�.2 551-83-.-1 310.0 1250.0 56433.1 176.0 402.2 86.0 474.1 i2353.2 1.4500 3660O^ 36322. 35784^ 36141. 36592. 1262878-------1-7-45t)0- 36871^ 13102.8 1.4500 37434. 14719. 161737. 17329. 17912. 18999. 320.0 1166.7 57599.7 -1564.8 59164-.-6 115.0 0.0 59t84.6 30.0 214.8 29.0 0.0 13317.6 1337372 43373.2 1.4500 38289. 19311. -:4580 39773-. 1939 . 1.4580 39773. 19391. .'^ .` 4 ;, / ` %TATION (34+ 0 135+ 0 136+ .0 . 136+74 i37+ 0 --- 209+ 0A 209+43 2i0+ 0 2i1+ 0 2i2+ 0 213+ 0 213+96 EARTHWORK PROJECT NO. 4 b /0/ CA/ 107:144 ° COMPUTATIO�� EXCAVATION EMBANKMENT ACCUMULATED ACCUMULATED AREA •-•VULUME----VOLUME.'--- ---------AREA -VOLtMF. Vf]LUh2 81.8 363.0 59527.5 0.0 53.7 13426.9 60.0 261.1 59788.6 • 2.0 3.7 13430.6 25.0 0.0 75.4 12.0 60030.7 60042.7 98.0'- ----- ----- 91.0 150.5 68193.2 46.0 144.6 60337.8 21.0 124.1 6046tT9 19.0 11.0 74.1 55.6 60535.9 60591.5 0.0 15.1 13469.7 ACCUMULATED BAL. " NET WiLUME 1.4500 1.4500 f^'500 - i^4500 40059. DATE 051 ACCUMULATED ADJ. FILL 19469. 40314. 40500. i9474. �9909�----- i9531^ 0.0 0.0 13469.7 1.4500 40512. ----50.0 -----<��� --�3� '�3<>�r---- 40512. 40.0 55.7 13525^5 1.4500 40581. 19531. 19612. 5.0 -65~0 44.0 0.0 47.5 13573.0 201.9 13904.5 1.4500 1.4580 40657. 4f593^ 40374. 19681. _1-98 2816i. 81'5 13985.9 C-0.0 --1 39E5-.9 1.4500 40312. 4033i . 20280. -20290. 1 • / r NOTE BOOK O Z W 0 m 0 0 W O W = >oLaJQ 0 W J (/) V) a' a W W �W CC CC u)af-< NOTE BOOK O 2 FED. ROAD DIV. NO. STATE FED. AID PROJ. NO. SHEET NO.7 NEBR. - (,q) /(JIG.. /0. l • /Pe T 90 X T c -W .7/Qx/ X434-. E i. :K://k. ,4. 7 :4/faG i c • i 6A x. 1 ,Y*? -7 • r.Q ,5-74 7- • • 7%9 v xxv • .0 YAS #R na3.0 /tic t 4' 1 f • .Cu. XD,S. <, I 4 • • PLATE 3 CROSS SECTION DOTTED CHARLES BRUNING COMPANY MADE IN U.S.A. DEPARTMENT OF ROADS STATE OF. NEBRASKA 11 0 W 0 0W = 0 ►- 0 W O. a< < EEW W M-Wa= CO d l- < Q NOTE BOOK O Z u1.2 0 m 0 W 0 0 W = W co- >- >)-0-aa K O z W W � - w cc U)ar4Q •:HQRIrZON At::SCALE: 't" '1Q' VERTICAL SCALE : : 1"tet0 FED. ROAD DIV. NO. STATE FED. AID PROJ. NO. SHEET NO. 7 NEBR. Fe -4' 07) /D3 J > CD CC C O N 0 0 W t- 0 0 O Z Z Off. Evwfg t .f. v eves r 229, ve3 //E r Zi9i� C • ' 75O/ .4, Cc��:v�E�T /7 ON. Ai 4 .• / )8• /8 .aC CE T.4. r ca Yar. #0 re 3 A:E rEeG C N I .; PLATE 3 CROSS SECTION - DOTTED CHARLES BRUNING COMPANY MADE IN U.S.A. DEPARTMENT OF ROADS STATE OF NEBRASKA >- co NOTE BOOK O Z W W LLI W • O < W f• W.. J U) V) CL 41( CC o 2 IAJw W C‘ Cr N 0_ F- < < NOTE BOO) O Z VERIVAI . 4L.E; . • . • t'' •*. 3 FED. ROAD DIV. NO. STATE FED. AID PROJ. NO. SHEET NO. 7 NEBR. ,=6-4000007 f //4. F 9 1 sem: 00 9 iiQ /PE 7:i 74. n!G F.T. meg A/GE7- -47 &'Ei2 " %/.26 7/ Cu yaa a. xs14.4 • 7`EE' eq� •A Les ' I7 OA/ ; .9. II , :43S. 1t i! C. tom.we.:t7. / /04 //GET' . 3 • .a , .. 9. ABs 1 4 —i X 9/1 'T- 9 .G/9,A/ Az - 7 01.41 6 yas T' f. )1. 7E54..:. tee �8S • PLATE 3 CROSS SECTION - DOTTED CHARLES BRUNING COMPANY MADE IN U.S.A. DEPARTMENT OF ROADS STATE OF NEBRASKA r m 0 W CI W I- 0 w OC O W O_JWCCCr V) a1--<< NOTE BOOK 0 Z N Y 0 W Y 0 0 UJ O 0 WSJ (A V) >i_0.<a C O 2 W W W CL Cr CO d H < < NOTE BOOK O Z FED. ROAD DIV. NO. STATE FED. AID NO. SHEET NO. NO. 7 NEBR. /PROJ. Fao-4/07) /05 v/• X fve Vie. v a 0X 9, E;r.,tlF 0Q • / . /9o.7. Fe) SeA40 ..yam 7;4 :35 ti t / X , 1 1 --I-- -.- • 1 %1../LE T ri Yar 4 x • T 7- A7,c7'.� cas •4e' r, 14 C!/. <,Y��?,.�", Ir z,e,r • .r, r PLATE 3 CROSS SECTION - DOTTED CHARLES BRUNING COMPANY MADE IN U.S.A. DEPARTMENT OF ROADS STATE OF NEBRASKA .-. 1. i'vl•• t . - iJV•1TK..i`..44Y ------. _ - • / . /9o.7. Fe) SeA40 ..yam 7;4 :35 ti t / X , 1 1 --I-- -.- • 1 %1../LE T ri Yar 4 x • T 7- A7,c7'.� cas •4e' r, 14 C!/. <,Y��?,.�", Ir z,e,r • .r, r PLATE 3 CROSS SECTION - DOTTED CHARLES BRUNING COMPANY MADE IN U.S.A. DEPARTMENT OF ROADS STATE OF NEBRASKA co NOTE BOOK z uJ z • FED. ROAD DIV. NO. STATE FED. AID PROJ. NO. SHEET NO. 7 NEBR. 1-46-i('7) /06 • C. 74/ • • N • ( •••••••••••••••• P• . . . . . . . . ............•••.•.••••• . . . . . . • • • • S rr, 6)Z. 7; I/ • / • // 1*, ... X' .77e64 9. • • • x / /1 1. 3 /4-Zer :.$z.,&4.:/9A9-'47 1 9(o, 4ci 0 0, 7-4 _0043 • 375 4 /W e/R6 4f/Z 4,4 3 -r. • ••• 771 ,//3 3 6i A A.) 4/11-10,, . • /:01-1.1)-1., • /9Chl 1 7Z 40, • - orlere 4. • V• a A". • • 0 490 • • r„ • PLATE 3 CROSS SECTION - DOTTED CHARLES BRUNING COMPANY MADE IN U.S.A. DEPARTMENT OF ROADS STATE OF NEBRASKA LQ oLJ X ci LtLJ < < Cr024..41).1 UJ CC CC 4/4 a < NOTE BOOK • LU NOTE BOOK 0 z 1.40fi*t4. AMR ALSCALE . . . "•••13:1-r- FED. ROAD DIV. NO. STATE FED. AID PROJ. NO. SHEET NO. 7 NEBR. 17...iO4,0) /07 / 10••••••••••••TI ar r4 7' 4-9 v. .y475 d. •re*4- 1 :,MF: •ci‘et,. Z.-k),•dee, /iDE 0 ... ,s- 69, 00 s-. 7- _s. 74. 7' 7.4 7-4 7:4 / • yo.r 4E7- v e,..1•L/G 5°S • • .ev, vt- z. ••*. 4 $C A. • I 4-e 44, • 0 ci 5: 02gie 0039 7FT A 4. 0 471 LAetv .27A/tEr . 774 cbee. •1 6E4 OrVC X.11 14 .9 A + • PLATE 3 CROSS SECTION - DOTTED CHARLES BRUNING COMPANY MADE IN U.S.A. DEPARTMENT OF ROADS STATE OF NEBRASKA HORIZON/AL SCALE RTICAL.SCALE 1" s. 1 - s FED. ROAD DIV. NO. STATE FED. AID PROJ. NO. SHEET NO. 7 NEBR. /� 6 "1C/_ "% ) . /Ol/R OA/ • .- /9 • %4-✓ , J...ybs yE NOTE BOOK NOTE BOOK , 4/F, ' tI x 6 0 4 T-. 5074 DWG ./ A C) • 0.0035,/Fr, • r 4 CSG. PLATE 3 CROSS SECTION - DOTTED CHARLES BRUNING COMPANY MADE IN U.S.A. • DEPARTMENT OF ROADS STATE OF NEBRASKA co i O v O W = UJOOr )— 0 LW -JWUJ d'K h- 4C NOTE BOOK z Y O W Y V O W LLI O LW < W I..J V) (1) >I_ - O: O W J W a' O: NO.r-« J Q r W GO CC CC N 0 0 W t-- 0 O z • rr X /%s/F....fiO�tK E. /(-t FED. ROAD DIV. NO. STATE FED. AID ' PROJ. NO. SHEET NO. 7 NEBR. /�/�.y a`1(/c//) /D/ 7 �7: 5,2 r; Gtr. (,lvN.E.7. !O.,"✓ !C2 4477 Gtr 7.''EL.. ems.. 111 • /1 4X X rr 74 //. 5 / i/',v/G 7/oma 0 sr 04/c 0 .'./.vs. / ♦/ Q. C cr 7/0 /t1 ,f/ f PLATE 3 CROSS SECTION - DOTTED CHARLES BRUNING COMPANY MADE IN U.S.A. DEPARTMENT OF ROADS STATE OF NEBRASKA NOTE BOOK NOTE BOOK itlligCOrt.444i SCALE VERTICAL `SCALE �.: .to'.. FED. ROAD DIV. NO. STATE FED. AID PROJ. SHEET NO. 7 NEBR. /NO. ier x ..¢(0007 ) /10 /A 4 pkt x J /N Co G, c•Kl '.t 0 • r,• A9 /4> Lqw 7' • 0 c1,y 7. BS • Cg .),/)S, X E 7 4 41 1 T L r 1 4144 VER 7` 2 �.c eel/,. )601' 2 9, lb • PLATE 3 CROSS SECTION - DOTTED CHARLES BRUNING COMPANY MADE IN U.S.A. DEPARTMENT OF ROADS STATE OF NEBRASKA NOTE BOOK NOTE BOOK FED. ROAD DIV. NO. STATE FED. AID PROJ. NO. SHEET NO. 7 NEBR. - �4(/00-/} 1/J/ C»/427/ A L 7 • • 2 E!n/,: CoAle- ��. 1.0s: 4•4A/ 610 •Cdr r • D E i-1' OhC, ./. 3 Q/fr 7.. 744.. 2.2 74 Q TA r ,Cee' ylt T • ON x .,39;4 7 x CPC 7'41 TEED 7.4 XCe 9 f N o. rio,,v CV. VIPs X' ST.ree _Lee,/.:.6)4947F tE J• nMA/ PLATE 3 CROSS SECTION - DOTTED CHARLES BRUNING COMPANY MADE IN U.S.A. DEPARTMENT OF ROADS STATE OF NEBRASKA 1 m 0 W w 0 NOTE BOOK O z W 0 0 0 Iw x 0 W �J CO C/) d'HCLWW �J W CCCC CO aI-« NOTEBOOK O z .a r i✓f X. r • FED. ROAD DIV. NO. STATE FED. AID PROJ. NO. SHEET NO. 7 NEBR./47-4 -.. (i06//) /lice+ w6 07 A Q. 0/25- • 00 • triO35/FT, o5 A. 1 • 7A 7/0.4.' T T 1.1/7- eret-1,4, G/ N. C 77/0..A,/. 0 re. • / 7 Ce!../.44" Its,. GBS. • t 0 /.I X 69te ��s< • co 74 rA Var • 1 .• ••• j• am .( X . .0 %I • • •3 - ac. -)04- Zfr 711 7/9 • 4 • ". /. QC PLATE 3 CROSS SECTION - DOTTED CHARLES BRUNING COMPANY MADE IN U.S.A. DEPARTMENT OF ROADS STATE OF NEBRASKA 41011. NOTE BOOK z NOTE BOOK 14.1 0 L7.1 0 (/) IJJ CC FED, ROAD DIV. NO. STATE FED. AID PROJ. NO. SHEET NO. 7 NEBR. ,47.a _ 4, - (pre /13 ?-7 pg (•‘}e/c•-• F 4 we • T. ymilY11. 4) t • • / e- C.. o - eenove a/4 ( 1 LJ_ // V+ 50 .4e 5 7- .401-40 OVE r71 04/f / 6 0 i/E ... 4, 1 1 1 —1111 I 1 MALMM.M.1 I!! I...1,71,•••••••• I• Li Tr9 7. 6 erS/zr. 7- 6 .e4C •-na.V.6 Pip 1] OVe 6 3o /P I - TI 11. 4 A 13 • 67- A A.1 /D$- . x Se../ 3pc -1 0 • te ri- ......1m10.111.6•11•001•• Li .-4.•••••••••••••••, .....11.1,••••••••T•I Y1T 44 /62•,-Th9./ 6",'-e7OV Oie Cel PLATE 3 CROSS SECTION - DOTTED CHARLES BRUNING COMPANY MADE IN U.S.A. DEPARTMENT OF ROADS STATE OF NEBRASKA 7 A FED. ROAD DIV. NO. STATE FED. AID PROJ. NO. SHEET NO. 7 NEBR. F6,_i700/y ) /11 71/ 6 0. N 6 R i1 L' 'J 7-4 // 7— r(4 -2"i r Y a NOTE BOOK NOTE BOOK • Amo 6 io✓E �!E 9 , 9 1/ 30 �Tq 1. r t 0 oac 11. • PLATE 3 CROSS SECTION - DOTTED CHARLES BRUNING COMPANY MADE IN U.S.A. DEPARTMENT OF ROADS STATE OF NEBRASKA NOTE BOOK NOTE BOOK FED. ROAD DIV. NO. STATE FED. AID PROJ. NO. SHEET NO. 7 NEER. / A_a_1(?X7) /15 O✓.E. x t A • G. . yLls. li /5 //5 Yv4 L mac/ t t ceno/c 1 9 1 r-»0✓E cu 2 441. 74, U✓� 6 X t 3 r 774 4 �- Pln0 re PLATE 3 CROSS SECTION - DOTTED CHARLES BRUNING COMPANY MADE IN U.S.A. DEPARTMENT OF ROADS STATE OF NEBRASKA a r m NOTE BOOK z 0 m 0 U 0 W = >< W J 1/) V) > o••<< K O Z W W W CC CC V) LL 1- « NOTE BOOK O z • FED. ROAD DIV. NO. STATE FED. AID PROJ. NO.�� SHEET NO. 7 NEBR. �..a..1(/O0g�//��v ) ii, 77/ E:y2c7✓..:.3Q . x E x , r.. r 4 Z 'A>A/A, Pipe 4/7-467". ‘,.<1/tZ E O✓f 7_ fl .c/4 r • 7-c c' )vi 14 X •/ 1 ) aellave SE.r✓Eie. IT --a /- - Lr OCt I • r 4 +I 1 l< d Dv�E r 11 " T1 II 1 74 0 7- V .ted✓E /E 7_ O v✓ c,V • PLATE 3 CROSS SECTION - DOTTED CHARLES BRUNING COMPANY MADE IN U.S.A. DEPARTMENT OF ROADS STATE OF NEBRASKA • dbmid v L REVISIONS DESCRIPTION BY DATE A L F/ow ip Taper "x L"Bars /ff Cfrs 4.• /j: Taper iso, / �6 3", 3 -0 - SECT I ON A -A B -♦- ' PLAN TYPE "A° GRATE CLEAR OPENING 5.4 SQ.FT. WEIGHT Cast Iron 758 Lbs. Cast Steal 826 Lbs. is Taper 4- 01 2 4 -43:1 SECTION B -B t:Taper. . • 3 -8K L3. SECTION R -R 4'-2r S 3'-//i-" P P [1 11 11 11 11 0-4 ■ 11 -41 Li_ R WEIGHT .L -S PLAN TYPE NE" GRATE CLEAR OPENING 3.6 SQ.FT. Cas/ Iron 553 Lbs. Cast Steel 603 Lbs. • BOTTOM TOP HALF PLAN 74- B-7 Y-.1, _ kst 44, I .--• .... .....- A `: -- ., .... N N T .....--. TT ...+ ..- — Jr ...._. V -- _ B -♦- ' PLAN TYPE "A° GRATE CLEAR OPENING 5.4 SQ.FT. WEIGHT Cast Iron 758 Lbs. Cast Steal 826 Lbs. is Taper 4- 01 2 4 -43:1 SECTION B -B t:Taper. . • 3 -8K L3. SECTION R -R 4'-2r S 3'-//i-" P P [1 11 11 11 11 0-4 ■ 11 -41 Li_ R WEIGHT .L -S PLAN TYPE NE" GRATE CLEAR OPENING 3.6 SQ.FT. Cas/ Iron 553 Lbs. Cast Steel 603 Lbs. • BOTTOM TOP HALF PLAN 74- 264' 1.- . ......i zpir ...� .F.. r m.. .--• .... .....- `: SECTION Q -Q TYPE I WEIGHT Cad Iron 277 Lbs. Cast Steel 302 Lbs. + hI • 4 U hin 1 ti SECTION T -T Full Scale SECTION S -S if Taper 2" \\\ 3" SECTION P -P Scahv i a= /" Top /8"ill is.. /6 1: K 3/4 "xi "burs //s "Ctrs, ` as Ga" bOODEledd Orda-dd]-611011 3 -6" SECTION C -C PROJECT NO. 6- - lcV7 //7 Cu.4o i / A So v Y.'"11-1 cS .1 C . --------:------------- .--• .... .....- ... -- ., .... N N T .....--. -- ..- — Jr ...._. -- TT i! V ___I SECTION 0-0 -Full Scale 26" 24- Zus ri •1 sI ti 6" SECTION U -U - TYPE 2 WEIGHT Cast Iron 4S/ Lbs. Cast Steel 492 Lbs. if 640 D -.-J PLAN TYPE B GRATE CLEAR OPENING 7.4 SQ . FT. WEIGHT Cast Iron 9/8 Lbs. Cast Stec/ /00/ Lbs. TYPICAL MANHOLE COVERS AND RINGS --T 0 J .3- 2' / r2;61,rse'lje Ninpllblyar'y—><- Nt SECTIONJJ Z=0` r_ L- 1 1 PLAN TYPE "F° GRATE CLEAR OPENING 1.4 SQ. FT. • WEIGHT Cast Iron /SO Lbs. Cast Size/ /64Lbs. 1• 3 4 I . ' . 3" SECTION V -V SECTION D -D Scale a~= s• 2=6" SECTION E -E 3=0" X t X 1 F'F1 Y 3. V INK 1- SOW 1- OMNI 0.4 F---1 PLAN TYPE °C I/GRATE SECTION F -F CLEAR OPENING 5.5 _SO . FT WEIGHT Casf Iron 859 Lbs. Cast Steel 935Lbs. NOTES A// castings shall be per/n/4ed in the manner Prescribed in the Specifications for Structural Steel. Preformed expansion joint filler shall be placed around a// castings. Cast steel shall be used for any grate subjected to roadway traffic. Type 6 H shall be rotated 90'for use on opposite side of roan: Scale for a// drawings is / inch =/ fool except as shown. SECTION Z -Z Full Scale 14- 14' 22s - SECTION W -W TYPE 3 WEIGHT Cast Iron 278 Lbs. Cast Steel 3A3 Lbs. AINT1R ON ONA4L[1 0000104 CO. 01C.. Na 170 TM CLOTH 701NYS0 0T TMS 00MM0F0A4TMSR CO. An.. Icx Z "baps Pl1 "cfrs »s¢ Grate SECTION K - K Edge of Roadway Flow SECTION X -X Full Scale /! - -16 /i • 3.. SECTION Y -Y Scale, 1"=/' fi SEC. L -L Full Scale TYPE 'G' GRATE DIAGONAL BARS -45 ° CLEAR OPENING 1.2 SQ . FT. WEIGHT Cast Iron /58Lbs. Cast Steel 1.71 Lbs. TYPICAL GRATES. & FRAMES Edge of Roadway Flow /6 • 3 G -Ow � 1 SECTION G -G r.= .1110 gmor AMP b. 41111.11. G ti PLAN TYPE"D' GRATE CLEAR OPENING 2.3 SQ.FT. WEIGHT Cast Iron 258 Lbs. Cast Steel Z79 Lbs. SECTION H -H Ful/ Scale SECTION M - M M PLANksZ PB — SEC. N -N TYPE "H" GRATE F4411 Scale DIAGONAL BARS -45° CLEAR OPENING 2.2 SQ . FT. WEIGHT Cast Iron 264Lbs. Cast Steel 288 Lbs. • Ag SPECIAL PLAN 1C. • K►ARTNSNT 07 moms* 400 smiA1MU .. 'TATS 00 11•104011A • 0 C 7.01 L • • W-5 TO HALF SPAN S-6 " OPTIONAL CONSTRUCTION JOINT CENTERLINE OF CULVERT. SYMM. ABOUT THIS CENTERLINE G W-6 BARS AT 12" CTRS, CONSTRUCTION JOINT S-2 W-1 W-2 A CROSS SECTION OF SINGLE BOX (FOR SPANS OF 6 FEET OR LESS) PLACE THIRD F-8 SKEW BAR HERE WHEN REQUIRED. Q F-8 SKEW BARS No. 4 BARS SECTION B -B (TRANSVERSE FLOOR BARS ARE NOT SHOWN) FRONT FACE OF WING WALL N0. 4 BARS AT 18" CTRS. No. 4 BARS AT 18' CTRS, FRONT F-2 8" HALF SPAN J f CENTERLINE OF CULVERT. SYMM. ABOUT THIS CENTERLINE OPTIONAL CONSTRUCTION JOINT 1 CONSTRUCTION JOINT A CROSS SECTION OF SINGLE BOX (FOR SPANS GREATER THAN 6 FEET) No. 4 BENT BARS AT 18' CTRS. No. 4 BARS (DIAGONAL) W -1O BARS AT 12' CTRS, 3/8 12 BACK 8" 6 1'-O No. 4 BENT BARS AT 18' CTRS. 9" W-7 BARS AT 12' CTRS. �S " CLEAR W-9 BARS AT 12' CTRS. TO MATCH W -1O BARS No. 4 BARS SECTION A -A S-8 SKEW BARS AT PARAPET (SKEWED CULVERT ONLY) SHORT WING CL CULVERT F-8 SKEW BARS IN TURNDOWN (SKEWED CULVERT ONLY) PARTIAL PLAN AT END 6' RADIUS No. 4 BARS S 8 SKEW BARS AT INLET AT OUTLET SECTION THROUGH PARAPETS (TRANSVERSE SLAB BARS ARE NOT SHOWN) FRONT FACE OF WING WALL BARS SAME AS AT OTHER PARAPET 11' CLEAR 44010, Iff • Al. I FIELD BEND OR CLIP TO 0'�q� MAINTAIN CONCRETE COVER LONG WING 3' W -1O BARS AT 12' CTRS, BACK FACE No. 4 BARS AT 18' CTRS, FRONT FACE A--1-1 4 1 -- No. 4 BARS AT 18' CTRS. BOTH FACES 2 - No, 4 BARS 411.04. LONGITUDINAL BARS IN WALL, FIELD BEND AND EXTEND INTO WING AS SHOWN. No. 4 BARS IN PARAPET, FIELD BEND AND EXTEND INTO WING AS SHOWN. W-5 BARS S-6 BAR 4 I 1 W-9 BARS AT 12' CTRS. TO MATCH W -1O BARS No. 4 BENT BARS AT 18' CTRS. A .41 ELEVATION OF WING SECTION THROUGH 12 OR 16 -INCH PARAPET SHOWING DOUBLE ROW OF BENT BARS NOTES: 0 SEE DESIGN DATA FOR PARAPET WIDTH. 0 IF CULVERT IS SKEWED, SEE DESIGN DATA FOR NUMBER OF F-8 BARS. SPACING OF THE N0. 4 BENT BARS SHALL BE 18 INCHES WHEN THE BARREL TURNDOWN IS CAST AS A UNIT WITH THE BARREL FLOOR, BUT IF A CONSTRUCTION JOINT IS USED IN THE BARREL TURNDOWN, THEN THE SPACING OF BENT BARS SHALL BE AS FOLLOWS: WHEN SKEW BAR SIZE IS 0 4,5,6,7 8 9 THEN SPACING OF NO. 4 BENT BARS IN BARREL TURNDOWN IS 18" 18" 14" 10" SPACING OF THE N0. 4 BENT BARS SHALL BE 18 INCHES IN THE WING FOOTING TURNDOWNS WITH OR WITHOUT CONSTRUCTION JOINTS. ALL CONCRETE SHALL BE CLASS '476' OR SAX' WITH A 28 -DAY CYLINDER STRENGTH OF AT LEAST 3,000 PSI., AND A WORKING STRESS OF 1,200 PSI. STATE PROJECT NUMBER SHEET NO.. NEBR. A---‘-1007) // REVISIONS ALL DIMENSIONS FOR BENT BARS ARE OUT TO OUT AND BAR LENGTHS ARE BASED ON CENTERLINE LENGTHS AS REQUIRED FOR GRADE 40 REINFORCING STEEL. A CONSTRUCTION JOINT THROUGH THE BARREL AND WING FOOTING TURNDOWNS IS PERMITTED AT OR SLIGHTLY BELOW THE LEVEL SHOWN. A FORMED SHEAR KEY IS NOT REQUIRED IN THIS JOINT. NO ALLOWANCES WILL.BE MADE FOR ADDITIONAL N0. 4 BENT BARS REQUIRED BECAUSE OF REDUCED BAR SPACING. SEE NOTE 3. STAT 1UN PRUd Nt3AR 1121+ 1 1 1 SPAN RISE .-i DES WALL SKEW SLOPE WINGS FS FCS 8.00 3.00 1. 3 F 0. 2.5 1 20000. 3000. REINFORCED CONCRETE DUX CULVERT DESIGN SINGLE SPAN RISE FILL SKEW DES LIJAO 8.00' 3.00' 1.' 0. DEG HS20-44 BAFREL SLAB THICKNESSES: BOTTOM SIDE TOP BARREL REINFORCING STEEL DAR SIZE SPAC NO F-1 4 12.0" F-2 5 12.5" F-3 5 12.0" F-5 4 7 F-6 4 6 LENGTH 9°- 5.0" 3'- 7.0" 6'-10.0" WINGS FLARE() (':1 = L:::= (III = 13.5" BAR W-1 W-2 W-3 W-5 W-6 SIZE 4 4 4 � 4 BARREL BAR DIMENSIONS A= 0'- 7.0" E= 1' - q.0" F= 3°- 4.0" G= 2'- 4.0" J= 0' - 3.0" PARAPET WIDTH = 8.0" WING ANGLES AND AL= 30.0 DEG Fl= 0'- 0.0" c?= 1' -1 O.0" WL= 6'- 0.0" S= 11.0" STEEL FOR WINGS dAR SIZE W-7 4 w-8 0 w-9 4 W-1) 4 DIMENSIONS AS= 30.0 DEG FS= 0'- 0.0" WS= 6'- 0.0" ALL EXPOSED EDGES OF CONCRETE SHALL BE CHAMFERED. THE MINIMUM COVERING, MEASURED FROM THE FACE OF THE CONCRETE TO THE SURFACE OF A REINFORCING BAR, SHALL BE 3 INCHES FOR BARS NEAR THE UNDERSIDE OF CULVERT FLOOR AND WING FOOTINGS, 11 INCHES FOR SKEW BARS AT PARAPETS, AND 2 INCHES FOR ALL OTHER BARS. THE MINIMUM LAP FOR SPLICED BARS SHALL BE 24 BAR DIAMETERS. ALL REINFORCING STEEL SHALL CONFORM TO THE REQUIREMENTS OF ASTM DESIGNATION A-615 OR A-617, GRADE 40 OR GRADE 60, WITH A WORKING STRESS OF 20,000 PSI. PAYMENT FOR REINFORCING STEEL SHALL BE BASED ON QUANTITIES AS SHOWN, AND NO ALLOWANCES WILL BE MADE FOR ADDITIONAL STEEL USED IN MAKING SPLICES. CONCRETE AND STEEL QUANTITIES PER FOOT OF BARREL INCLUDE CONCRETE AND STEEL IN FLOOR, WALLS AND SLAB FOR A ONE -FOOT LENGTH OF BARREL AS SHOWN IN. CROSS SECTION. CONCRETE AND STEEL QUANTITIES FOR TWO ENDS INCLUDE ALL CONCRETE AND STEEL BEYOND VERTICAL PLANES PASSING THROUGH ENDS OF BARREL, PLUS ALL CONCRETE AND STEEL NOT INCLUDED IN THE BARREL CROSS SECTION. EXCAVATION FOR TWO ENDS CONSISTS OF NEAT EXCAVATION FOR BARREL TURNDOWNS, WING FOOTINGS AND FOOTING TURNDOWNS, BUT ONLY FOR THE PORTIONS BELOW FLOW LINE. A FORMED SHEAR KEY IS NOT REQUIRED AT A CONSTRUCTION JOINT WHEN THE WALL THICKNESS IS 8; INCHES OR LESS. AS AN ALTERNATE, THE CONCRETE BETWEEN THE VERTICAL WALL BARS SHALL BE PROPERLY COMPACTED AND LEFT ROUGH. TRANSVERSE BARREL BARS, EXCEPT SKEW BARS, SHALL BE PLACED NORMAL TO THE CENTERLINE OF CULVERT. BAR LENGTHS SHALL BE ADJUSTED TO FIT SKEWED BARREL ENDS. SPACING OF BARS IS MEASURED FROM CENTERLINE OF BAR TO CENTERLINE OF NEXT BAR HAVING SAME MARK. PLACE F-3 BARS MIDWAY BETWEEN F-1 BARS, W-3 BARS MIDWAY BETWEEN S-2 BARS, AND S-3 BARS MIDWAY BETWEEN S-1 BARS. FOR F-5 BARS, SPACING EQUALS (SPAN LENGTH PLUS 31 INCHES) DIVIDED BY (NUMBER OF F-5 BARS MINUS 1). FOR S-5 BARS, SPACING EQUALS (SPAN LENGTH) DIVIDED BY (NUMBER OF S-5 BARS), WITH FIRST BAR BEING PLACED ONE-HALF SPACE FROM INSIDE FACE OF WALL. T= 2'- I.5" NOTE: • SEE PLAN VIEWS AND SECTIONS FOR PARAPET BARS, TURNDOWN BARS AND OTHER WING BARS. SPAC ND 16.3" 9.5" 14.5" 4 6 LENGTH 4°- 0.5" 2°- 7.0" 5'- 0.0" D= 1'- 8.0" N= 3°- 4.0" P= I"10.0" U= 2'- 6.0" BAR SIZE S-1 5 S-2 4 S-3 5 5-5 4 5-6 4 SPAC NO 9.5" 14.5" 9.5" 10 6 LENGTH 9°- 1.0" 5'- 7.00 7°- 6.0" QUANTITIES (PER FOOT OF BARREL) CONCRETE 0.732 CU YDS REINFORCING 88.6 LBS QUANTITIES FOR TWO ENDS CONCRETE 7.88 CU YDS REINFORCING 691. LBS EXCAVATION 5. CU YOS USE THIS SHEET FOR A CONVENTIONAL SINGLE BOX WITH RISE OF 6 FEET OR LESS. THIS PLAN IS COMPATIBLE WITH COMPUTER PROGRAM DRCBOX4. NEBRASKA DEPARTMENT OF ROADS BRIDGE DIVISION STATE ROAD BURLINGTON AVE . -WEST SKEW 0° HWY. NO. U . S . 6 DESIGN REF. POST COUNTY ADAMS STA. 112 1 + 0 I 8'X3' SINGLE SPAN RC BOX CULVERT DESIGNED ST DEPT. DETAILED ■Y DEPT. CHECKED EY DEPT. DATE JUNE ' 88 BRIDGE EN 451 MSER PROJECT SPECIAL PLAN NO. F - 6- 4 (:007) 2C GRADE 40 GRADE 60 BENT BARS BAR SIZES PIN DIAM. d PIN DIAM. d TURNDOWN and PARAPET BARS 4 4t 4t BARREL and WING BARS 4,5 6t 8t 6,7,8 8t 10t ALL DIMENSIONS FOR BENT BARS ARE OUT TO OUT AND BAR LENGTHS ARE BASED ON CENTERLINE LENGTHS AS REQUIRED FOR GRADE 40 REINFORCING STEEL. A CONSTRUCTION JOINT THROUGH THE BARREL AND WING FOOTING TURNDOWNS IS PERMITTED AT OR SLIGHTLY BELOW THE LEVEL SHOWN. A FORMED SHEAR KEY IS NOT REQUIRED IN THIS JOINT. NO ALLOWANCES WILL.BE MADE FOR ADDITIONAL N0. 4 BENT BARS REQUIRED BECAUSE OF REDUCED BAR SPACING. SEE NOTE 3. STAT 1UN PRUd Nt3AR 1121+ 1 1 1 SPAN RISE .-i DES WALL SKEW SLOPE WINGS FS FCS 8.00 3.00 1. 3 F 0. 2.5 1 20000. 3000. REINFORCED CONCRETE DUX CULVERT DESIGN SINGLE SPAN RISE FILL SKEW DES LIJAO 8.00' 3.00' 1.' 0. DEG HS20-44 BAFREL SLAB THICKNESSES: BOTTOM SIDE TOP BARREL REINFORCING STEEL DAR SIZE SPAC NO F-1 4 12.0" F-2 5 12.5" F-3 5 12.0" F-5 4 7 F-6 4 6 LENGTH 9°- 5.0" 3'- 7.0" 6'-10.0" WINGS FLARE() (':1 = L:::= (III = 13.5" BAR W-1 W-2 W-3 W-5 W-6 SIZE 4 4 4 � 4 BARREL BAR DIMENSIONS A= 0'- 7.0" E= 1' - q.0" F= 3°- 4.0" G= 2'- 4.0" J= 0' - 3.0" PARAPET WIDTH = 8.0" WING ANGLES AND AL= 30.0 DEG Fl= 0'- 0.0" c?= 1' -1 O.0" WL= 6'- 0.0" S= 11.0" STEEL FOR WINGS dAR SIZE W-7 4 w-8 0 w-9 4 W-1) 4 DIMENSIONS AS= 30.0 DEG FS= 0'- 0.0" WS= 6'- 0.0" ALL EXPOSED EDGES OF CONCRETE SHALL BE CHAMFERED. THE MINIMUM COVERING, MEASURED FROM THE FACE OF THE CONCRETE TO THE SURFACE OF A REINFORCING BAR, SHALL BE 3 INCHES FOR BARS NEAR THE UNDERSIDE OF CULVERT FLOOR AND WING FOOTINGS, 11 INCHES FOR SKEW BARS AT PARAPETS, AND 2 INCHES FOR ALL OTHER BARS. THE MINIMUM LAP FOR SPLICED BARS SHALL BE 24 BAR DIAMETERS. ALL REINFORCING STEEL SHALL CONFORM TO THE REQUIREMENTS OF ASTM DESIGNATION A-615 OR A-617, GRADE 40 OR GRADE 60, WITH A WORKING STRESS OF 20,000 PSI. PAYMENT FOR REINFORCING STEEL SHALL BE BASED ON QUANTITIES AS SHOWN, AND NO ALLOWANCES WILL BE MADE FOR ADDITIONAL STEEL USED IN MAKING SPLICES. CONCRETE AND STEEL QUANTITIES PER FOOT OF BARREL INCLUDE CONCRETE AND STEEL IN FLOOR, WALLS AND SLAB FOR A ONE -FOOT LENGTH OF BARREL AS SHOWN IN. CROSS SECTION. CONCRETE AND STEEL QUANTITIES FOR TWO ENDS INCLUDE ALL CONCRETE AND STEEL BEYOND VERTICAL PLANES PASSING THROUGH ENDS OF BARREL, PLUS ALL CONCRETE AND STEEL NOT INCLUDED IN THE BARREL CROSS SECTION. EXCAVATION FOR TWO ENDS CONSISTS OF NEAT EXCAVATION FOR BARREL TURNDOWNS, WING FOOTINGS AND FOOTING TURNDOWNS, BUT ONLY FOR THE PORTIONS BELOW FLOW LINE. A FORMED SHEAR KEY IS NOT REQUIRED AT A CONSTRUCTION JOINT WHEN THE WALL THICKNESS IS 8; INCHES OR LESS. AS AN ALTERNATE, THE CONCRETE BETWEEN THE VERTICAL WALL BARS SHALL BE PROPERLY COMPACTED AND LEFT ROUGH. TRANSVERSE BARREL BARS, EXCEPT SKEW BARS, SHALL BE PLACED NORMAL TO THE CENTERLINE OF CULVERT. BAR LENGTHS SHALL BE ADJUSTED TO FIT SKEWED BARREL ENDS. SPACING OF BARS IS MEASURED FROM CENTERLINE OF BAR TO CENTERLINE OF NEXT BAR HAVING SAME MARK. PLACE F-3 BARS MIDWAY BETWEEN F-1 BARS, W-3 BARS MIDWAY BETWEEN S-2 BARS, AND S-3 BARS MIDWAY BETWEEN S-1 BARS. FOR F-5 BARS, SPACING EQUALS (SPAN LENGTH PLUS 31 INCHES) DIVIDED BY (NUMBER OF F-5 BARS MINUS 1). FOR S-5 BARS, SPACING EQUALS (SPAN LENGTH) DIVIDED BY (NUMBER OF S-5 BARS), WITH FIRST BAR BEING PLACED ONE-HALF SPACE FROM INSIDE FACE OF WALL. T= 2'- I.5" NOTE: • SEE PLAN VIEWS AND SECTIONS FOR PARAPET BARS, TURNDOWN BARS AND OTHER WING BARS. SPAC ND 16.3" 9.5" 14.5" 4 6 LENGTH 4°- 0.5" 2°- 7.0" 5'- 0.0" D= 1'- 8.0" N= 3°- 4.0" P= I"10.0" U= 2'- 6.0" BAR SIZE S-1 5 S-2 4 S-3 5 5-5 4 5-6 4 SPAC NO 9.5" 14.5" 9.5" 10 6 LENGTH 9°- 1.0" 5'- 7.00 7°- 6.0" QUANTITIES (PER FOOT OF BARREL) CONCRETE 0.732 CU YDS REINFORCING 88.6 LBS QUANTITIES FOR TWO ENDS CONCRETE 7.88 CU YDS REINFORCING 691. LBS EXCAVATION 5. CU YOS USE THIS SHEET FOR A CONVENTIONAL SINGLE BOX WITH RISE OF 6 FEET OR LESS. THIS PLAN IS COMPATIBLE WITH COMPUTER PROGRAM DRCBOX4. NEBRASKA DEPARTMENT OF ROADS BRIDGE DIVISION STATE ROAD BURLINGTON AVE . -WEST SKEW 0° HWY. NO. U . S . 6 DESIGN REF. POST COUNTY ADAMS STA. 112 1 + 0 I 8'X3' SINGLE SPAN RC BOX CULVERT DESIGNED ST DEPT. DETAILED ■Y DEPT. CHECKED EY DEPT. DATE JUNE ' 88 BRIDGE EN 451 MSER PROJECT SPECIAL PLAN NO. F - 6- 4 (:007) 2C • •r CONTRACTION JOINT REQUIRED EVERY 12' WHEN DRIVEWAY LENGTH EXCEEDS 20' 16'-6" 16'-6" 16'-6" I 16'-6" /6'-6" 16'-6" I. 16'-6" l6-6" 1 J__ L L 16'-6" , 16'-6" 16'-6" 16'-6" 16'-6" V 13'-O" V 15'-0" 15'-O" -4- 4 1- 12'-0" 15'-O" -4 a l3' -O" 13'-O" 15'-O" 15'-0" 15'-0" -i- /5'-O" V V �.. 16'-6" 16'-6" 16'-6" 1 16'-6" 16'-6" 1 121-0" 12-0" 1 1 1 li 16'-6" 16'-6" /6'-6" PROJECT NO. SHEET NO. ir-69 -40007) fig C.N. 4074 t A 16`-6" 16'-6" 16'-6" l6'-6" V -VARIABLE. IO' -O" MINIMUM TO I6'-6" MAX/MUM 1 TYP. 11 /6'-6" 11 16'-6" '1 I6'-6" 11 /6'-6" 1 l'7]? 16'-6" 1 16'-6" 1 1 1 1 1 l 1 1 1 11 1 1 1 1 1 �-N � 1 t 1 16'-6" 16'-6" 16'-6" v V 15'-0" 15'-0" 15'-0" 15'-0,, 15'-0" V V I6'-6" 16'-6" 161-6" l6'-6" /6'-6" LEGEND LONGITUDINAL JOINT - CONTRACTION JOINT 1 s BRUNING 44-132 25918-1 • SEC. LINE 0 CV ✓ ) 0111. .111100 Sec. 14 - T 7 N- R IO W HASTINGS HAST I NG INDUSTRIAL Cult. o 4 PARK WEST 3 County Of Adams, Nebr. Pt. SE4 Sec. 14 Lying East Of C.B. 8 Q. Railroad R.O.W. Now Called Hastings Industrial Park West (Lot I is Sold) 0 0 a BURLINGTON AVE. EAST d WEST/20 ADAMS. COUNTY F-(o•4(�/0O%� 1 3 F-6-4 (109) C.N.40741 REV. NO. TR. NO. DATE EXPLANATION BY Cult. 2 o co 0 ti 11111111111 SEC. LINE Evergreen: BircR b d 0 c Q © Q Q Birct., Q Q O e- 0 t0 C. r H 0 0 0 0 0 d 0 0 Prev. C.A. Proj. F- 7( 32) R Q Drive Grovel OD N O = 0 01 4' N 0• •9S 50' 5 Bldg. Conc. cSIob O O N + (0 0 0 Conc. Drive 0 _0 O 4. T co c 0 1 O o E to mm t+ 2 N in = m c m 0 (41 N C (0 N N +87 Tele. Riser 51' John M. Sundling Pt. N2 NE4 NE4 Sec. 23 +85 Mail Box 22' (•I Oti o 0 t1' 40(+D + 't) Sec.23-T7N- RIOW (0 a Traci No IA The J.C. Robinson Seed Co. Pt. NE4- NE4 Sec. 23 . 100' om COalin + ± -1- Steel Steel Building Cr M M crrn N N o co •o • cnto + t~!) w 0 0 U O M x 0 BRUNING 44-132 25918-1 SEC. LINE co WINO HASTING 2 . • a . O O r- O to ti Sec. I4—T7N — R10W • IMMO INDUSTRIAL PARK WEST o 41 N v 7 a7 w 1( ) to O o m > 7 Y m L t O m (1) o tl O O O oU` 33 I..OMO a a o o ++ ++++ m .. s m ►. r o w 22 N N O O 0 0 to t••- .4' .4' ct Tract No. i Nebraskaland Distributors Inc. Lot 1 81tc.i Hastings Industrial Park West Cult. 1 0 N SEE N 4 A FOR to ds -010 in In Kt M N to HASTINGS c, DETAI LS 111 N M • Tract No. 3 James A. Sherman & Donald E. Sherman T.C. Kealy s First Subdivision ;+ + Temp. Ease. For Drive a Barrier Curb 5322 83 Sq. Ft Perm. Dr. Ease 518.88 Sq. Ft. re + 1. a) 0 0 N 0 in 1111111111111111111 11111111111111111111 Sec.I3—T7N —RIOW tnN 00- .4..4. r w c 0' mu, y N t_ Cn (n_ tit _ 0 C7 E 1 to cc) c0 N t0 to cD r ++++ earilMo +9 Temp. Ease For Drive 116266 Sq. Ft. ro a) — O+ O (0 (V aS r O N r Tract No. 8 R MO Enterprises Inc., et 01. Pt. SW4SW4Sec. I3 (T.L. 43) Perm. Dr. Ease 518.88 Sq. Ft. ti N BURLINGTON AVE. EAST a WES /2/ ADAMS COUNTY F-6-¢00%% I 4 F-6-4 (109) C.N. 40741 REV. NO. TR. NO. DATE EXPLANATION BY Temp. Ease. For Sha ping 439.83 Sq. Ft. ro + 133+ 53 3S c. Building ........................ ........................ 640 0 • 0 C Motel r a + o N Tract No. 9 Kedy Constr. Co. Lot 2 , Kealy Fourth Subdivision Temp. Ease. For Shaping 434.92 Sq. Ft. 85' r N i, O N N) 0 co + 0 co/ in o N- 1' Water Line r W N- 1°.6 o 3sr 4/11111011/1/100 O m +07 Tele. cu 0 + 160 + O r- Asph. Parking Lot p Building +51 M. H. 36' O 0 M + + Tract No. 2 W Wallace Laird Pt. NE4 NE4 Sec. 23 a U) 0 0 sc o Temp. Ease. For Drive a Shaping 4602.76 Sq. Ft. NOTE: Do Not Disturb Lights a Water Line In Temp. Ease. Area Sec. 23—T7N—R IOW 130 +00 63.45' c. +09 - 6' x I0' Sign 110' a { i 2 I 3 33' 4-00 M. H. 30' 88 38 SEE 4 B p FOR DETAILS v +00 M. H. 4 5 a CV 0 0 coy 00 N 0 0* 14 P I . STA. I Ig4 + 87.3060 A = 2° 48 25.5" Rt. D = 1° 151 1 T = 112.3060 L = 224.56711 R = 4583.66241 Sec. 24—T7N — R IOW Tract No. 4 Diversified Builders, Inc. elks. 5-10, Veithls Park Add. 6 4- SEC. LINE P.I. STA.1127+.11.8731 A = 2°48 25.5' Lt. D= I°15' T = 112.3060,1 L = 224.5671 R = 4583.66241 ING 44-132 25918-1 r0 w z V W N in o — Mto rn o '~ O O N.r a7 m L O t C to 1 p .— p O J U' N co + + + 120' M (0 SEC. I4-T7N-RIOW !2 cop ro Manhbie 1 r) HASTING INDUSTRIAL PARK WEST 1 Tract No. I See Sheet 4 Temp. Ease. For Shaping 2753.27 Sq. Ft. 0 0 u)O M (0 Corn Field SEC. LINE +1 4. ro ++ +++++ ++ ++++I. ++++++ +++++++4++++++++++ M M Asph. Surf. •++ + ++ * +++++++ ti 135+9 (41 M sr ti Sherman Service Center M (0 co CO + CO 1124+00 52' c. ++ +tH24+27 -4- 4-\ 80' +++:1:+i +++ k '+++ + i� 1124+33.88 M Water Shutoff ( • d• in co I) (DD0) + + ++ + 79.98'�t. Temp. Ease. For Drive & Barritr .ur, 5841.71 Sq. Ft. Tr act No. 3 James A. Sherman a Donald E. Sherman T.C. Kealy s First Subdivision SEC. 13-T7N- RIOW co, 0 136+60. _4 N + Tract No. 3A K. M. Co. Inc. Tax Lot 42 Temp. Ease. For Shaping 654.00 Sq. Ft u) t ti + Asph. Surf. Bernardos Steak House Bernardo Inc. Sublot I of Lot 42 +53 Light Pole O O + 0 I0 03 +00 Gas .Meter BURLINGTON AVE. EAST & WESTIaZ ADAMS COUNTY F6-4(/007) 4A F-6-4 (109) C.N. 40741 REV. NO. TR. NO. DATE EXPLANATION BY • 44-132 25918-1 SEC. LINE 0 N v + N 0 N N N W 0 a J Z N O N_ U 1 W N'Z W N - N Q x - I— 00 7 Robert W. Fricke , et al. Pt. E4 NW 4 Sec. 23 N cr N SEC. 23—T7N—RIOW N ,602°05'29.0" Rt. 021001137.011 to N 0 0 ti N 8 O O Tract No. 2 W. Wallace Laird N 713' cf E 493' of NW Sec. 23 0 0 + o N 0 aw M ro + r= Temp. Ease. For ' Shaping a Drives + o m 1540.23 Sq. Ft. U 0 + °' '703 Q H N .•- cD— c o D a a 5 w 0 (A3 0 rri iI BURLINGTON AVE. EAST a WEST{/z3 ADAMS COUNTY F-6 -4(/007) 4BI F-6-4 ( 109) C.N. 4074 I REV. NO. TR. NO. DATE EXPLANATION BY 1117+50 50''. Unrestricted Dr. + Sta.1118+66 + 1118* 50 70 Temp Ease. For Drive a Shaping 4602.76 Sq. Ft. O -J a c_ "Eli Type Dr. Close 1120-20 50' 1120+35.81 64.35'c. 1118 1119 t _+ 1120+35.82 New R.O.W.&C.A� \20 00 ti. 0 O Note:Trees in Temp. Ease. Will Not Be Disturbec \�h 3 2 House Temp. Ease. For Drainage Const. Tract No. 6 1556.75 Sq. Ft. Lowell R. a Barbara Ann Smith H. aW., J.T. Pt. Lots 4-7 a 16-19 Blk. 21 Veith's Park Addition Temp. Ease. For Drainage Const. 1674.88 Sq. Ft. Tract No. 5 Rosalie a Orin Anderson , W a H.,J.T. Pt. Block 21 Veith's Park Add. Tract No. 4 Diversified Builders, Inc. Blks. 5-IO,Veith's Park Add. N oa= IE.Q Oa N2ZZp 0 O2 0Li8 + + LL: co - 1. NoZ NN x X d_x ��3 v~ira rn N A R K A D SEC. 24 —T7N— R IOW 14 1 122 1123 1124 BRUNING 44-132 2591 +18— Gas Meter See Sheet 483 -o 0 (O M + N Elec. Meter N ti + House 0 • 0 G-. N Fairbanks Implement Co. Pt. N E 4 Sec. 23 1) X 1, ° C7 0 N Elec. Meter 4I' SEC. 23-T7N-R IOW a W/2'x5' Conc. Bose 58' C 2 W N + PC LO 41110. O N ' ti cD 0■6°34117.6° Lt. D=2'00'00" T ■ IG4.47' 1 10' Water Line 1 ti See Sheet 4 81 O O W BURLINGTON AVE. EAST a WEST 124 ADAMS COUNTY F-6'4�/OOT 4B2 F-6-4 (109) C.N. 40741 REV. NO. TR. NO. DATE EXPLANATION BY ©■4°28'48.G" Rt. D■2°00'00 T ■ 112.0G' i toi M 1) 0 N 2" Gas Line SEC. LINE 8 s SEC. LINE 1) MEND 0 0 New 0 O M tH� i[) 0 N Tract No. 7 Bina Lee 8t Theo D. Hoskin ,W. 8t H. pt. S2 NW 4 8t Pt. S W 4 Sec. 24 SEC. 24-T7N-R IOW O 0' t1) ci0 0' -to-to O 0 4- c 1) O ° O (V + + +11 8'x 20' Billboord 1221 U) M 13 10 See Sheet 481 44-132 25918-1 co N N M Tract No.10 Edgar J. & Doris M. Buss , H.&W.,J.T. Kealy's Second Sub. 1- J 0 M N Temp. Fcr Shaping & 6v+-_arri.r .urr 423.32 Sq. Ft. N w a a 0) N Tract No. II Bradley P. Reiner (I/2 Int.) Jon F. & Connie F. Rose, H&W (1/2 Int.) Pt. S 40 Rods W2SW 4 Sec. 13 O M O m 0 2 0 u7 O CO a 0 ID 0 0 0 tD Tract No.12 Kearney - Johnson Partnership Kealy Third Suodivision [":11 Perm. Dr ase. 524.99 Sq. Ft. Perm. Dr. Ease. 524 99 Sq. Ft. rn co a) Sec. 13 - T 7 N - R 10 W N M 35 0 t7 t0 34 1 01 V NC 01011101110. + O Tract No. 13 Henry A. 8 Mary Sue Dilly, H81W, J.T. Pt. S2 Bik. 16, Hastings Syndicate Add. 32 Bases 141' a 159' w CL J V (D CD O — ammisma M Z — + w CC rr) Q -x H O N M Shutoff 55' +45 Water Shutoff 55' HASTINGS M IMMO 0 rn —r- I' M - - Cr a> a> — a> — a_1: a•._ c _ - o a- a a. •t 0 a) 1. 4) a> o O ▪ — a> - ii tL CO tD M t00 o N M M+ + + N++ co - to M 'src —0) rn to .°'a. -- y O 0 x -- o= CO cru , Loa) N NJ,- co ++ + M M 0 0 U OD 0 Tract No.14 The Darrel C. Davison Estate Pt. W. 330 Of SW4 Sec. 13 ti M N Q) Ct M M 4- 0 0) 4) 0 N- 0 0 CO m a> c C 4- 2'9' Q, f!) 0 —d'tn aD OD to + + + k cPul Temp. Ease. To Bld. Drive a Barrier Curb a Remove Drive 6763.38 Sq. Ft, co M Tract No. 16 Albert M.& Jo Lynn Wright Ronald L. & Ann L. Prior Pt. SE4 SW'4 Sec. 13 Filler Pipe 58' • CO Note:Do Not Disturb Sign in Temp. Ease. Temp. Eose. to BId. Barrier Curb 399 45 Sq.Ft. Building eJ Temp. Ease. to BId. Barrier Curb 49546 Sq.Ft t0 t0 o co + + 90' Building 0 O 0 (‘, ,+ Note:Do Not Disturb Sign in Temp. Eose. Building 10' Tract No. I5 ' John G. & Janet E Merrill, H&W Pt. Of The S. 283' Of The W. 33010f The SE4 SW4 Sec. 13 O Asph. Parking Lot - r 0 M MIONIM BURLINGTON AVE. EAST B WEST ADAMS COUNTY F-6-4(/007) 5 F-6-4 (109) . C.N. 40741 REV. NO. TR. NO. DATE EXPLANATION BY a 2 to Gravel Parking Lot Temp. Ease. To. Bid. Barrier Curt 1222.57 Sq. Ft, Perm. Dr. Ease. 540.0 Sq.Ft. O sr MIMEO N t0 4 Note:Do Not Disturb Sign in Temp. Eose. to t0 O O + + + + )Gas Islands crp c0 iD c0 i0 cncn mm 01 M a) 70' ro 1129+88 88 44 Tt4. ta5. Tc cls. .3rr'er Gur1. O; ael 6v M Grovel Dr M M TM ID SEC. LINE SEC. LINE Water Line 6 Gas Line in M N a) tD ID r- 0) M CO N A bandtand ler Sale Perking Area Temp. Ease. For Shaping 5869.72 Sq. Ft re) M Temp. Ease. For Shaping 1950.00 Sq Ft. Note:De Not Disturb Sign in Temp. Eose. Temp F.nse For Shaping 3900.00 Sq. Ft. i Tract No.4 Diversified Builders Tract No. 17 Leonard L €3. Pvrotny M. Heid Paul R. E. .�-,4 ette R. Krieger, H.&W. BIk. 4, Veith's � Pork Add. VEITH'S Sec. P Tract No. 18 Norman E. 81 Joyce D. Stice, H8W, J.T. Lots 10,11 & 12, Bl k. 3, Veith` s Park Add. +35 Grate Inlet 23' +48 Conc. Sign Base 36' Tract No. 19 Gary J. Jones Lots 1,2 81 3, Blk. 3, Veith's W rk Add. +76 Filler Pipe 98' +13 Conc. Sign Base 34' +35 Grate Inlet 25' 0 (0-(0 c N w d x 2 -0 f> N o t O coCO ++ t41 N 44-132 25918-1 z Z m SEC. LINE O sr Tract No. 20 Raymond L. Tonkinson Pt. S2 SE4 SW4 Sec. 13 \s0 Temp. Ease. For Shaping 336.16 Sq. Ft. Grovel Parking Lot Perm. Dr. Ease. 540.0 Sq. Ft. Ir a1 0 0 d• (0 v + 3 B.orri r 1140 11) 'INVOLV/SEVERNMI w 411111010 sr sr f0 0 cr sr c 0' 39 - 33' LT. W 0 a. Sec. 13 - T 7 N - R 10 W to o) In 0 c O m U m m 0) co sr 211+07.50 57, - Motel N t 0 a) in 0' "v 05 0 Tract No. 21 Maurice F. a Barbara J. Gartner, H.aW., JT. Pt. 5E4 SW4 Sec.13 Temp. Ease. For Shaping 749.95 Sq. Ft. Tract No. 22 R M 0 lnterprises, et al. Pt. SE4 SW4 Sec.I3 Temp. Ease. For Drive 1707.05 Sq. Ft. Note: Do Not Disturb Sign in Temp. Ease. to 0 (o M ti Cr Temp. Ease. For Drive 1387.47 Sq. Ft. 0 cr cr 'cr + + Tract Nc. 23 Kenneth L. Wortman Pt. SE4 SE4SW4 Sec. 13 N (0 a) a) co ++ + a] m Temp. Ease. For Shaping 892.32 Sq. Ft. 0 J 209+702 HASTINGS SEE 6 R DETAILS 7 U Restaurant a Lounge 1 0 12."x 2(0"R.C. P. wiHDWL.0 M 70' 4-- N 0 0 ti +94 Fire Hydr. O 1) Cit; Of Hastings Lincoln Park L I,NCOLN 0 0 0 Q Motel 31' M co 0 0 M - 7 0 0 In N 4-- 3) 0 m Asph. Parking Lot 70,1131' P 9 - re) M ti 0 0 P CO 0 + \/ Q=� co Q Id 04 3N Conc. Slab — P 1• V d 0 0 u_ +32 Water 0 Z N PA RK G lt) BURLINGTON AVE . EAST WEST 127 ADAMS COUNTY /4--6 -40'07) 6 F-6-4 (109) REV. NO. TR. NO. DATE C.N. 40741 BY EXPLANATION 0 0 N 10 N N 8 1, • Tc Be Used ::.......... •:�_:.•:................ Mir 111411111111111.1 11 iiimmumommeg • 1+l+ + + I ++++++*+ + + 3• ++++Q + ++ +++++ +++.17-7.1 ++ ++++++ + + + + ++ + FSI + + ± I y + +++ ++fes, �1 v44'x5'Gus Pum. Island 0 0i N aD a) H39+83.05 Used Car L t:� in Gravel Parking Lot 4) 4 4) 3 4) To-) CD 0 cu 0 3) 0 M 0) 0 rr� '1- 4-- 0' ti + Perm. Dr. Ease. 524.98 Sq. Ft. Temp. Ease. For Drive 81 Remove Bldg. 7660.00 Sq. Ft. 9 Tract No. 24 Ron L. 81 Sharon R. Harris, H81W, J.T. Lots 10,118 12, BIk. 2 a Vacated Bellevue Ave. Abutting Said Lots, Veith's Pork Add. Water Shutoff 30' VEITH'S N M +04 Sign Post Water Shutoff 51' a) + Temp. Ease. For KtC (da Bldg. 10,5(3 91 Sq. Ft. 4 Perm. Dr. Ease. 524.96 Sq. Ft. Temp Ease. for Removing Bldg. 7815 88 Sq. Ft. cr o Tract Na 25 Kenneth F Volkmer, Lots 1-6, BIk. 2 81 W2 Lexington Ave. Abng BIk. 2, Veith' s Park Add. +50 Mail Box 43' +87- 2'x 4' Sign 38' Gas Meter 80' PARK Tr O (o r` t- . _m a. V) 7f m C -C. i m U) N u) m 0 0 0 M(9 co CO c0 0 N N ++ 4- + 9 Tract No. 2b Joel R. 8 Rotha A. Keuten, HaW, J.T. Lots 7-12, Blk. I a E2 Lexington Ave. Abng Bik. 1, Veith's Park Add. +58 Mail Box 32' i() O a] O 2 N + FQ- a: ADD. .a N N + Sec. 24 Temp. Ease. To Clear Tract 11,458.30 Sq. Ft. 4 Tract No.2 Hastings Motor Sales Inc. Lots 1-6, BIk. 1, Veith's Park Add. (41 O t0 T 7 N R IO W CO ti 0.. ci- N Fire Hydr. 32� N N + e - 0 3 +32 Water (3 rn O 0 (0 (D 0— + + 0 r- ) rn ds a? 0 cr 0 -4- 06- cr) a) + Filler Pipes -CD -e) N N m m co to O 0 (D CO N + + 0 m Tract No. 3; Hastings Motor Truck Co., A Nebr. Corp. Pt. NW4 NE4 Sec. 24 Tamp Ease. for Shoping 1619 34 Sq. Ft. Grovel Parking Lot Gas Meter 159' 0 W o 1"- {. U_ o tr lii 0) w at Q Z I. a, a) N o) * SEC. LINE Tract No. 32 Kansas-Nebr. Natural Gas Co., Inc., A Kansas Corp. Pt. NW4 NE4 Sec. 24 1/4Sec. Line 0 N 0 N Alfalfa Grass T Salvage Yard oat 0 N +05 Sawed off P. Pole T I) 0 O — N 8 Tract No. 27 See Sheet 6 0 N O N +17 Gas Valve 0 N CO a, N co 111 cMM c:AN c ON • M U M mom O r- Z W (0 M O w C \ _ O 0) y 3 N ; a c z a o' tmi (5 0 r 0 CD (I) V 0 N — NQ—r--do (0 (0 (0N -r ---N- ++++++ CO M cj ++ + L U J r` 0 N 0 +00 Gas Meter Tract No. 23 See Sheet 6 +42 Tele. Elec. Meter M +63 Light Pole Sign w/3' Posts O a7 +94 Manhole 25' Tract No. 28 Hastings Welding a Supply Co. Pt. SE4SW4Sec. 13 O N n Perm. Dr. Ease. (7\7 -lc?: 524.82 Sq. Ft. M H (V R ro n L O a m a. u)co — m = a � Lam co c Eno 0 o O '0 m M c.D C0 W Nto0f,r O (D (o ti N- CO +++++ BURLINGTON AVE. EAST a WESTIIZB ADAMS COUNTY F 6'4V07). 6A F-6-4 (109) C.N. 40741 REV. NO. TR. NO. DATE EXPLANATION BY M N N k Tract No. 29 Lawrenc 0. Albers Pt. SE+SW4 Sec.13 u7 Midlands Cafe 8 Lounge Conc. Conc. Slab o' .00 En O c 0 0 o) + m + a _o U) O Car Wash Perm. Dr. Ease. 524.98 Sq. Ft. Asph. Parking Lot c.0 cs ��0 b'cS.� 1[) Temp. Ease. •-••• )( K, A�(.:`C- I For Shaping Qi r 714.46 Sq. Ft. A:c.t `� tO \ Ni Sta. 208 + 00 So. Burlington Ave.= Sta. 1147 + 58.33 Q Hwy. No. 6 eo9x M a a 0. 0' c 11) 0l c 0 x Temp. Ease. For Shaping 1110.55 Sq. Ft. Temp. Ease. For Drive 85.71 Sq. Ft. M M Bldg. 541 N _(0 0 0 0 0 %� fl % 0 © Q 0 42 p N t0 + (0 + Conc. Slab 0' M + Tract No.31 See Sheet 6 M 0' + Conc. Slab (\1 t (0 r - SEC. 24-T7N RIOW +76 Gas Meter m O a pD "in r` = O = m m c a.a rn (1) o L _ o _o+ (n m J r- Ci 0 N + + + + is 4 0 0 0 0 0 +G5 Light Pole 64' 0 0 0 0 209 + 43 - 44' Rt. 0 0 0 0 0 0 © © 4 iJ 0 0 0 0 0 0 0 0 (V M O a .c o, 0 0 0 City Pork 0 0 © 0 Tract No. 30 See Sheet '.. SEC. 13-T7N-RIOW +88 Manhole 0 4 0 o) N Mr 0 0 0 0 fl p 0 0 +79 Light Pole 0 0 t*D UE QF(A.HA 16i SEC. LINE 44-132 25918-1 co z_ z N 1) +16 Water Shutoff 27' 1— J 0 M m m H w U 0 "co LINCOLN P. Drive Gravel 0 © Q 0 Q Rock Marker 65' 0 PARK In rn 0 0 0 Ix c0 0 d' J1) c 1— a 1— N /!1 w a. 0 K w/HDWL.ON RT. d c N 0 2 a0 (0 0 1 HASTINGS Sec. 13- T 7 N - R 10 W 0 - n a 1111111111011111111111 8 8'e -r` + + 0 0 0 , 2 PT & P.C. STA.II57+65. 1380 Tract No. 30 City of Hastings E2SW4SE4 Sec.I3 Temp. Ease. For Shaping 6736.02 Sq. Ft. 0 rr� in PI.1158 +66.7170 = 2° 32' 20.6"Rt. o= 1015' T= 101.5791' L=203.1249' R = 4583.6624' P n � L as < COco N (D — N t aj ao (D (D + 4- 01 Hci u) 0 w PERM. EASE. FOR DRAINAGE STRUCTURE 3202.09 Sq. Ft. 0 O (D 0 U z 0 U LL: z 0) W cc Tract Ne. 36 Roger G.81 Judy A. Hel Iwege , H.&W., J.T. Lot 1 Jacobson's Sub. • W w cn O Temp. Ease. for Shaping 1I30.62Sq Ft. rn BURLINGTON AVE. EAST 9WEST/z9 ADAMS COUNTY F -4(/007) 7 F-6-4 (109) C. N. 40741 REV. NO. TR. NO. DATE EXPLANATION BY Tract No. 37 Dennis D. & Janet L. Gerloff Lot 5 & W 27.5' of Lot 4 Chart Subdivision 5 Temp. Ease. for Shaping 100.86 Sq.Ft. C H A 1\ +. ++++ ++ ++',+4 +++ +++ ++ ++, + { t ++++,4 r - +++'++ 4 ++++++ + i 4 ++ + +. 4 + +1+.++.+++ 4.4„4.+ + +�� 3++ .+.�++� 4 0 ' () - co co 0 0 + (J 0 I m 0 N + X ti N (4) 0) ((00 N 0 1) xco 0 0 0 Grovel Parking Lot Temp. Ease. For Shaping 1375.00 Sq. Ft. Tract No. 32 Kansas- Nebr_ Gas Co. 0 to n E a 0 (0 N a-60 Filler Pipe 167' yr M 0'a' M c 0' d a) • - CO K 0 In O i o in in + + Conc. SI a b Temp. Ease For Shaping 750.00 Sq. Ft. Tract No. 33 Louis J. 8 Eleanor Spitz, T.C. Pt. NW4 NE4 Sec. 24 +05-5'x5' Sign Base 130' +16 Gas Meter 103' w a_ 0 U PC. Sec. 24-T7 N-RIOW N 0' Lo M (0 .+. 1- P.1.1156+63.5921 A= 2°32' 20.6" Lt. D=1°15' T. I0L 5791' L= 207.1249' R=4583.6624' +66 Gas Shutoff 43' Temp Ease. For. Shaping 71C7 28 Sq. Ft. 0 N ° X 0. 0 0 N 0 2 Tract No. 34 Custom Pak Inc. Pt. NW4NEr+ Sec. 24 9 Perm. Ease. for Drainage Structure 1542.47 Sq. Ft. J (0 fla (D N O (0 Temp. Ease. For Channel Cleanout 702.15 Sq. Ft. PERM. EASE. FOR Drainage Struture 3353.97 Sq. Ft. Tract No. 35 James D. Conway Pt. NE4NE4 Sec. 24 Temp. Ease. For Shaping 4734.40 Sq. Ft. (o 0 ti (D 2V co SEC. LINE See Sheet 8 rL. • BRUNING 44-132 60904 1) c0 (0 to Tract No. 37A Janssen Auto Body E 72.51 of Lot 4 & All Lot 3 Chart Subdivision `A4 R T 3 S J Tract No. 37B David L. Harrifeld Lot 2 of Chart Subdivisi c0 0 00 to 0 0 co (0 Leo G. Wissing &Stephen J. Kulanek d/b/a Western Poured Basements ,T.C. it.Lot I of Chart Subdivision B D 2I V S O\ SEC. 13—T7N—RIOW co N 0 ti Tr0 .t No. 38 Imperial Theatre Inc. Pt. SE"t1 E`' Seco 1' Perm. Dr. Ease. 525.0 Sq. Ft. Perm. Dr. Eose. 525.0 Sq. Ft. PERM. EASE. FOR FILL 3787.23 Sq. Ft. PERM. EASE. FOR DRAINAGE STRUCTURE 552.00 Sq. Ft. 11 T + r) tO 0 ti ti • PERM. EASE. FOR FILL 3848.78 Sq. Ft. tr) ao COM t_ ti N 33' 33 to BURLINGTON AVE EAST EWES �.3D ADAMS COUNTY F6-¢(/007) 8 F-6-4 (109) REV. NO. TR. NO. DATE C.N. 40741 EXPLANATION BY SEC. 18 —T7N— R IOW tD a) • CO — N C O S 6• 9 Ea" E 0. N_ X N Tract No.45 See Sheet 9 0 Asph. Dr. (1 NNC t() 0 REMILIELMILIMILIMi'martinelnin1111111111111- cle**;:kittnn:••1® 1eeee'eae�ee®aaaea®�dd�e �dd�li��� artinelni1A11111�i11N1111I 1� _ LMNNNNNNNNMN eM r ■.a■BENE ■■ • 'eeeeeeeem5aomanaei aim�i pa►�au r1111�1111A1I11Ir���I11I���O� oE11a"eue __-- ���6�1111�988®886�B8o�iooislor�o111�r�..� Swimming Pool X x ti 0)l Chain Link Fe. 0 0 +++++.++++++* ++ + SEC. LINE i-} ++++ +4 + +4 + I tbv 0 (0 OD "in CD in a olooa���ii°iimelCe�=�=�ii�deed=la�i11��i1l����Illilll�lll�11I��iiI1I eer111111 P� �� r rLr) co' 4/ ke:. A43 %G`' Go p) O (0 ,y) h0co Perm. Dr. Ease. 525.0 Sq. Ft. Perm. Dr. Ease. 525.0 Sq. Ft. Temp. Ease. For Drive a Shaping 2800.00 Sq. Ft. Temp. Ease. For Shaping 982.43 Sq. Ft. Temp. Ease. For Shaping 982.43 Sq. Ft. Temp Ease. For Shaping 982.43 Sq. Ft. Temp. Ease. For Drive a Shaping 5691.00 Sq. Ft. 9 TrLCt No. 39 Buyer: David L. & Shirley lover Seller: Richard Hecht Pt. NE4NE4Sec.24 Tract No. 39A David L.& Shirley Glover Richard Hecht Estate of Dean Daugherty 22' of NE4Sec. 24 Tract No . 41 J. D.H. Investments Pt NE`f NE4 Sec.24 Tract No. 42 Kathy S. Hughes Pt. NE4 NE4 Sec. 24 Tract No.43 Dennis D. Smidt Pt. NE4 NE4 Sec. 24 +55 Mail Box 23' +12 Gas Shutoff 27' M Ia �a U .74 in co N 0 m 0 7 N ti N 0 t 0 0) (o SEC. 24 —T7N — RIOW PERM. EASE. FOR FILL 5902.77 Sq. Ft. Tract No. 44 Skalb & Skalba Inc. Pt. NE' NE4 Sec. 24' 33 w Z_ J U w C/) 33, f� E. N '�. C O N oU Q tJ (nU) O 0) O c 0 2 0 t7 m (0 Tract No.49 See Sheet 9 SEC. I9—T7N —R 9W SEC. LINE BRUNING 44-132 60904 SEC. LINE Tract No.45 L. Gosch 81k.1, Wayfair Add. 0' + Mayfair Motel Conc. +67 -4x6' Lighted '4) c N .tr. LL g 8 co 11- °) o = LA - CO a) + N 0? Q 0) Tract No. 46 Buyer : James Berck Seller: Myron C. a Thelma Kent, H8W. .8Ik. 6, Way fair Add. Conc. Parking Lot 0 co SEC. 18—T7N— R9W o N co uJ (V ti) M w CIcn M 3- 17 C3 °' Nm; D' M 0 J a J c c a, -Na11) rn CO a c O M M M° �N C .�_j _I _JO J -JJ . ° toV 4.3cc c ° o ♦ J ON _JJ p- J J J yc- y 8 O .6 u up ayx u -O CDN W M W W N W 1 Q �y� W W Q= x co 0 ID O O ul 0 D N- — rn -M to Q-x + + + + W Op + + + Tract No. 47 Buyer: Jerry L. Loney Seller: Fred a Mabel Spady S 186' of 81k.7 Wayfair Add. W 30' of Davis Ave. co co Tract No.48 Jrry L. Loney Vic Vacated Davis Ave. Temp. Ease. For Shaping 390.00 Sq. Ft.tD a, Motel Grand m u) + 2 0 + 59 Lighted Sign- 65' in N o O Nin Asph. Dr. Asph. Dr. 0 Temp. Ease. For Drive & Shaping 5291.98 Sq. Ft. • N Temp. Ease. For Drive & Shaping 6900.00 Sq. Ft. Conc. Slab OD ti BURLINGTON AVE. EAST_ 81 WEST ADAMS COUNTY F(v'4��00%J /3/ 9 F -6-4(I09) C.N. 40741 REV. NO. TR. NO. DATE EXPLANATION BY Tract No . 53 See Sheet 10 rn 1- x • Temp. Ease. For Drive & Shaping 5072.68 Sq. Ft. h• k co co M + U O (p �\ r -LC) M u7 0 co l4J N Asph. Dr. t + ++ + + t® F + t+++++}++++++t 14+++t+{+t+ ++}o+++tt{f+i+++t}+++}+tt++t}t+ t+ ++ +++ + +�+{ 4+ ++tt 4 J O U Asph. Dr Temp.Ease. For Drive & Shaping 4134.00 Sq. Ft. .0 Cr c 0 U) a° UI. + +++ +++ + ++ + fes± + + +__++ ++ J 0 t++ + ++++++++ {++ `++++t +++ +++++++; ++ + +4 + + t + + + +---+- M M: SEC. LINE w, • + t + a ++. +f'+ +. + ++T+;+ +.+71. T 4. + + 4, + + + + + + + + + + + ++1 + 1+. 1 +. + + + 4 4 + + +. + + + . 1 1 + •+ 1 1 + + + + + + +J. E r + Temp. Ease. For Shaping 10,987.75 Sq. Ft. Tract No. 49 Johnson Imperial Home Co. of Hastings Pt. NW4 NW4 Sec. 19 +66 Mailbox -21' + + + 1 + .. + + + ++1, t +i + t + ++++. + +J. t+. SEC, 19—T7N — R 9 W + y • ..... 1.. +. _+ +1 I y . 1._.+a . 4.1.. N +14 Mailbox 0 of ti + M co N ct + .++ + + + ++ 1+. 1 1 1 1 1 tD O r- 00 V. N 0 N CO M + r co '4, Temp Ease. For Shaping 1000.00 Sq. Ft. Tract No. 50 Debert W. Hartman Pt. NE4NW4Sec. 19 Tract No. 51 Kenneth L.8► Juanita M. Tilley H. &V4 , J.T. Pt. N' Sec. I9 +81 Gas Shutoff '26' +29 Mailbox 20' Perm. Dr. Ease. 525.0 Sq. Ft. Temp. Ease. For Shaping & Drive 1525.76 Sq. Ft. Tract No. 52 Marvelyn M. Eurek,et al. J.T. Pt. N2 Sec. 19 N cr N BRUNING 44-132 60904 SEC. LINE w CO N.PP N.P.P. N. PP 11884-70.735 6 a 1 0 rn Tract No. 53 Industrial -Irrigation Servi es Inc. Pt. SZ SZ Sec. 18 rn PERM. EASE. FOR DITCH 28,775.36 Sq. Ft. Ii) N Sec. I8- T7 N - R9 W 0 h 0 rn 0 �t ") N- 0) -13 g _ �es0, giro 01110 4., 0 To co (r) 0 = 90° 38' Rt. 0 = 5° 30' T = 1053.7' L = 1647.4' POO op pr rn 0) ss - W a_ 1— 0., J j U Z cv 0 0 N t!) 1 1 lt.: a) I r tD i- t 0) a7 _ 0) 0) N — = Q = I— tcr - u) t!) Tract No. 56 Colvin R. Johnson , et al. Blks. 3,4 5, 8 819, Wayfair Add. & Pt. S2 94 Sec. 18 0) BURLINGTON AVE. EAST 8► WEST /3z ADAMS COUNTY F -(-.0067J 10 F-6-4 (109) C.N. 40741 REV. NO. TR. NO. DATE EXPLANATION BY S N (1) 1 Q W ♦ c 2 0) J a . - O Li "U 4 c; 33' if) 1194-1-65 , II 'Y o C Iti I � �I II III IB dc. �I. _ lwlI lll 1 w_ 1III rI Itc"op'r \ 01 11Illllllf 8i s 89/Xcl) iiiili'g ti 0 Perm. Dr. Ease. 525.0 Sq. Ft. Tract No. 54 Buyer: Russell 4.& Janet Genung Buyer: Marilyn Ellermeier Seller: Nebr. Central Bulling & Loan Association Pt. N2 Sec. I9 +17 Mailbo: 1) 0+ 0' +35 Gas Shutoff 43' 0) rD PERM. EASE. FOR DITCH 7690.20 Sq. Ft. �BBBBBBB6AIp1AA10 gee ee ��aN s a w NMN 0 NA i� O00 aeaaeed �e� lp Asph. Rio ing Lot Perm. Ease. for Ditch 419.32 Sq. Ft. 'tea::: ;' HIM 1iIiI: 01NI�11��11�� 110011100 1,11100111 iJ Npp 0 I- Sec. 19 -T 7N -R 9W PERM. EASE. FOR DITCH 2029.83 Sq. Ft. 9 +95 8 • Tract No.55 Tri - Cities Broadcasting Inc. Pt. Sec.19 4 • A = 41° 32' 00" Lt. 0 = 2°00' T = 1086.3245' L = 2076.6667' R = 2864.7890' C I1- cc cc 0) 0- T T T N.P.P ti CO C rn0 to v) = = W N.PP. co s. to N a 3 N.P P 33' 33' C. LINE JOINT SEALING FILLER (HOT POURED TYPE) I" PREFORMED EXPANSION JOINT FILLER 8 • -D CONCRETE BARRIER CURB QUANTITY PER STATION CONCRETE 4.548 CU. YDS. AREA 1.228 SQ. FT . THE FOLLOW/NG NOTE TYPICAL FOR CONCRETE BARRIER CURB, CONCRETE MEDIAN CURB AND CONCRETE CURB, TYPE I ; I" PREFORMED EXPANSION JOINT FILLER SHALL BE PLACED THRU THE CURB AT INTERVALS OF NOT MORE THAN 100' (SEE DETAIL OF EXPANSION JOINT THRU CURB) /"-0" JOINT SEALING FILLER (HOT POURED TYPE) 1" PREFORMED EXPANSION JOINT FILLER co CONCRETE QUANTITY CONCRETE AREA CONTRACTION JOINTS SHALL BE CONSTRUCTED TO MATCH LOCATION OF EXISTING JOINTS CURB , TYPE I PER STATION 5.2/5 CU. YDS. 1. 408 SQ. FT. 711 2" 3/4R THE AREA BETWEEN CURB AND EXISTING CONCRETE PAVEMENT TO BE CLEANED AND ROUGHENED AS DIRECTED BY THE ENGINEER 3" JOINT SEALING FILLER (HOT POURED TYPE)- 9 4Y2:'4/2„ / " PREFORMED EXPANSION JOINT FILLER N24 LONGITUDINAL BAR - (TO BE GAPPED AT CONTRACTION F JOINT LOCATIONS; 3"'MIN. , '0 6"MAX.) \`-EXISTING CONCRETE PAVEMENT N25 x 8" DOWEL BARS AT 5'-O" CENTERS TO BE DRILLED AND GROUTED INTO EXISTING CONCRETE PAVEMENT (WITH APPROVED GROUT) .:RETE CURB , TYPE LZ QUANTITY PER STATION CONCRETE AREA 0.858 CU. YDS. 0.233 SQ. FT. CONCRETE QUANTITY CONCRETE AREA /1% I R • • •a: MEDIAN CURB PER STATION 4.370 CU. YDS. I .180 SQ. FT. I II 7" �... '3/4" R �... CONCRETE PAVEMENT_-. • 2" R X A 5 3.32 0.49 6 3.61 0.57 7 3.87 0.64 8 4.12 0.70 9 4.36 0.79 10 4.5 8 0.84 II 4.80 0.85 12 5.00 0.98 13 5.20 1.07 14 5.39 1.14 15 5.57 1.22 16 5.75 1.27 17 5.92 1.29 18 6.08 1.3/ I 9 6.25 I. 33 20 6.40 1.40 r R = RADIUS AS SHOWN ON PLANS i CONCRETE SIDEWALK 71-1 WARP SIDEWALK TO CONCRETE DRIVEWAY MATCH DRIVEWAY BACK OF CURB EXCLUDE AREA A WHEN COMPUTING SQ. YDS. OF CONCRETE DRIVEWAY BACK OF CURB. N2 4 LONGITUDINAL BAR - (TO BE GAPPED AT CONTRACTION JOINT LOCATIONS; 3" MIN. , co 6"MAX.) N2 5 x 8" DOWEL BARS AT 5'-O" CENTERS INTEGRAL CONCRETE CURB (ALTERNATE TYPE ) io •. INTEGRAL CONCRETE CURB (BARRIER TYPE) QUANTITY PER STATION CONCRETE 1.307 CU. YDS. AREA 0.353 SQ. FT. JOINT SEALING FILLER (HOT POURED TYPE) X TOP OF CURB -� GUTTER LINE AJ PLAN " PREFORMED EXPANSION JOINT FILLER EXPANSION JOINT THRU CURB /'-0" 2" DETAIL FOR CUTTING EXPANSION JOINT FILLER GUTTER. LINE ELEVATION I" O" JOINT SEALING FILLER (HOT POURED TYPE) I" PREFORMED EXPANSION JOINT FILLER SECTION A -A /, 0" JOINT SEALING FILLER (HOT POURED TYPE) I" PREFORMED EXPANSION JOINT FILLER SECTION B - B SECTION A -A (RURAL DRIVEWAY) DETA I LS OF CONCRETE DRIVEWAY /8 "MIN. SAW CUT 3/8 "x /2" JOINT FILLER RESERVOIR CONTRACTION JOINT THRU CURB INTEGRAL CONCRETE CURB QUANTITY PER STATION . CONCRETE AREA 0.893 CU. YDS. 0.24 / SQ. FT. /1-0" INTEGRAL CURB NOTE : T = THICKNESS 1 BARRIER CURB DETAILS' OF CURB DROPS R3 JAN85 MULTIPLE REVISIONS R2 JAN 80 MULTIPLE REVISIONS R •/ JAN 75 CONTRACTION JOINT THRU CURB REV. N° DATE DESCRIPTION OF REVISION NEBRASKA DEPARTMENT OF ROADS STANDARD PLAN N° 301-R3 PAVEMENT DETAILS APPROVED: JANUARY 10, 1985 DATE ROADWAY DESIGN ENGINEER VARIABLE CROSSWALK SLOPE TOWARDS STREET 0.021/FT.* • R•.1 VARIABLE * THIS SLOPE MAY BE VARIED TO CONFORM WITH MUNICIPAL REGULATIONS. SIDEWALK DRIVEWAY ONE INCH PREFORMED EXPANSION JOINT FILLER SHALL BE PLACED IN ALL SIDEWALK OR CROSSWALK AT INTERVALS OF NOT MORE THAN 50'0"AND AT ALL POINTS WHERE SIDEWALKS OR CROSSWALKS BUTT AGAINST CURB. IF SIDE- WALK OR CROSSWALK TO BE CONSTRUCTED 1S LESS THAN 501-0111N LENGTH ONE, SUCH EXPANSION JOINT SHALL BE PLACED AS DIRECTED BY THE ENGINEER. N° 5 x 18" TIE BARS AT 48" CENTERS TO BE DRILLED AND GROUTED INTO EXISTING SLAB. ASPHALTIC CONCRETE to EXISTING SLAB VARIABLE CONCRETE BASE COURSE `"/ INTEGRAL CURB N95 x /8" TIE BARS AT 48" CENTERS TO BE DRILLED AND GROUTED INTO EXISTING SLAB. I'- 0" 2" EXISTING SLAB VAR/ABLE CONCRETE PAVEMENT WIDENING THE FOLLOWING NOTE TYPICAL FOR CONCRETE BASE COURSE W/INTEGRAL CURB AND CONCRETE PAVEMENT WIDENING, CONTRACTION AND EXPANSION JOINTS SHALL BE CONSTRUCTED TO MATCH LOCATIONS OF EXISTING JOINTS. INTEGRAL CURB (OPTIONAL) NOTE : T = THICKNESS VARIABLE JOINT SEALING FILLER (HOT POURED TYPE) --SLOPE 0.02 `/FT. SLOPE 0.02 %FT "PREFORMED EXPANSION JOINT FILLER ONE INCH PREFORMED EXPANSION JOINT FILLER SHALL BE PLACED THRU MEDIAN SURFACING AT INTERVALS OF NOT MORE THAN 49'0" LONGITUDINAL JOINTS ONE INCH DEEP SHALL BE MADE IN ALL MEDIANS WHEN SURFACING WIDTH IS 161OR GREATER. TRANSVERSE JOINTS ONE INCH DEEP SHALL BE MADE IN ALL MEDIANS AT INTERVALS OF NOT MORE THAN 8 TRANSVERSE AND LONGITUDINAL JOINTS SHALL NOT BE FILLED. DETAILS OF CONCRETE MEDIAN SURFACING ONE INCH PREFORMED EXPANSION JOINT FILLER SHALL BE PLACED AT INTERSECTION RETURNS AND WHERE SHOWN ON THE PLANS. TRANSVERSE JOINTS SHALL BE PROVIDED EVERY 8 FEET OR WHERE SHOWN ON THE PLANS. VARIABLE, 31-6"MAX. 2" DETAIL FOR CUTTING EXPANSION JOINT FILLER 1 ,.II VARIABLE, 3 ' 6 "MAX. 2" COMBINATION CONCRETE CURB Es GUTTER C L__ r) 1"PREFORMED EXPANSION JOINT FILLER Ft__. 4' MIN. LENGTH AS SHOWN ON PLANS co PLAN CONCRETE ISLAND NOSE C TOP OF SLAB CONCRETE PAVEMENT SECTION C -C SECTION D -D SECTION NOTE: EXISTING CONCRETE PAVEMENT IS TO BE REMOVED IN AREA COVERED BY CONCRETE ISLAND NOSE. DETAILS OF CONCRETE ,ISLAND ,}NOSE 12"OPENING FOR SIGN POST 4`M/N.- I " PREFORMED EXPANSION JOINT FILLER PLAN 3 " 4" MEDIAN SURFACING 1" PREFORMED EXPANSION JOINT FILLER NOTE; T= PAVEMENT THICKNESS SECTION DETAIL AT END OF MEDIAN ISLAND 1`-611 3/4 BOARD TO BE LEFT IN PLACE CONCRETE HEADER QUANTITY PER LIN. FT. CONCRETE 0.025 CU. YDS. 1 ° R3 JAN85 MULTIPLE REVISIONS R2 JAN 80 MULTIPLE REVISIONS RI JAN 75 CONTRACTION JOINT THRU CURB REV. N° DATE DESCRIPTION OF REVISION NEBRASKA DEPARTMENT OF ROADS STANDARD PLAN N° 301- R3 PAVEMENT DETAILS APPROVED: JANUARY 10, 1985 DATE CROSSWALK CROSSWALK STOP BAR TYPE I TYPE m CROSSWALK CROSSWALK _t STOP BA WHERE W IS 9'- 0" OR LESS, R = W WHERE W IS GREATER THAN 9i-0", R=4'-0" CROSSWALK TYPE II TYPE IV RAMP WING SLOPE= 6'%FT. Ad 4' MIN. TINED SURFACE a SECTION A -A TYPICAL RAMP CROSS SECTION TOP OF WALK IN AREA OF RAMP (1/4"/FT. MAX. SLOPE)— TOP OF CURB - l" LIP CURB (SLOPE= I"/FT.)- 6' MIN. --MAX. SLOPE 3/4"/FT. SIDEWALK RAMP FLARE 4' MIN. (MANEUVERING LENGTH FOR TYPES 1, TE & 111) ..a TYP MAX. SLOPE 1'/FT. JOINT SEALING FILLER (HOT POURED TYPE) I" PREFORMED EXPANSION JOINT FILLER DO NOT OBSTRUCT FLOW LINE OF GUTTER SECTION B -B TYPICAL RAMP PROFILE FLOW LINE OF GUTTER 0 INDICATES I" EXPANSION JOINT SLOPE =1"/FT MEDIAN CROSSING 1YP GUTTER LINE TOP OF CURB RAMP WING 4' MIN. A SIDEWALK (TYPE I & II) B OBSTRUCTION SIDEWALK RAMP FLARE A --MAX. SLOPE 3/4" /FT TYPICAL CURB RAMP DETAIL NOTES THE NORMAL GUTTER LINE PROFILE SHALL BE MAINTAINED THROUGH THE AREA OF THE CURB RAMP. THE SURFACE OF THE CURB RAMP SHALL BE TINED TRANSVERSELY TO THE SLOPE OF THE CURB RAMP. THE TINES SHALL PRODUCE GROOVES APPROXIMATELY 1/8 INCH WIDE AND 3/16 INCH DEEP ON 1/2 INCH CENTERS. THE FLARES AND WINGS SHALL BE BROOMED. CARE SHALL BE TAKEN TO ASSURE A UNIFORM GRADE ON THE CURB RAMP, FREE OF SAGS AND SHORT GRADE CHANGES. THE RAMP FLARES SHALL BE CONSTRUCTED WITH A 3/4"/FT SLOPE AT RIGHT ANGLES TO THE SLOPE OF THE CURB RAMP (TYPE II, III & THE SLOPE OF SIDEWALKS APPROACHING CURB RAMPS (OR THEIR FLARES) SHALL BE FLAT ENOUGH TO PROVIDE RECOVERY AREAS FOR WHEELCHAIRS ENTERING OR EXITING THE RAMPS. A MINIMUM CLEARANCE OF 51/2 FEET SHALL BE PROVIDED BETWEEN AN OBSTRUCTION AND THE TOP END OF THE TYPE / OR 11 CURB RAMP. THE WORK OF CONSTRUCTING THESE RAMPS SHALL BE MEASURED AND PAID FOR ASA PART OF THE WORK FOR "CONCRETE SIDEWALKS" OR "CONCRETE MEDIAN SURFACING." THE WORK OF MODIFICATION OF NEW OR EXISTING CURB WILL NOT BE PAID FOR DIRECTLY, BUT WILL BE CONSIDERED SUBSIDIARY TO OTHER ITEMS OF WORK FOR WHICH DIRECT PAYMENT IS MADE. CROSSWALK MARKING AND SIGNING SHALL CONFORM TO THE LATEST EDITION OF THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (MUTCD). REV. N° DATE DESCRIPTION OF REVISION NEBRASKA DEPARTMENT OF ROADS STANDARD PLAN N° 303 CURB RAMPS APPROVED: JULY 1980 RATE ROADWAY DESIGN ENGINEER SCALE AS SHOWN SPOT WELD 30' MAX. 7 /" • 9%6 SPOT WELD • 12 GAGE METAL PLATE 6 SQUARE 12 GAGE METAL 11, 16 GAGE METAL CHAIR r' 7 4 0 TIE BAR PIN LONGITUDINAL JOINT WITH 6 " MAX.�� JOINT SEALING FILLER (HOT POURED TYPE) • J 9" EXISTING SLAB %2" ..� SEALANT TOOLED DOWN /4" BELOW PAVEMENT SURFACE SILICONE JOINT SEALANT 5%g" BACKER ROD OF CLOSED CELL EXPANDED POLYETHYLENE FOAM SILICONE TYPE JOINT • No. 5 x 18" TIE BARS AT 48" CTRS. TO BE DRILLED AND GROUTED INTO EXISTING SLAB. NEW SLAB TIE BARS ARE TO BE INSTALLED WHERE NEW CONCRETE PAVEMENT IS PLACED ADJACENT TO EXISTING CONCRL / E PAVEMENT. DETAILS OF TIE BAR No. 4 SPACf R BARS W Lir D 9" MAX. CLEARANC L FROM 5148. JOINT SEALING FILLER (HOT POURED TYPE) 12" CLOSED CELL CROSS-LINKED POLYETHYI FNE BACKER ROD CAPABLE OF WITHSTANDING THE HEAT OF THE HOT -POURED JO/NT SEAL FR HOT POURED TYPE JOINT DIRECTION OF PLACEMENT 1"0 x 18'14 EL BAR T-6" TO 8" I'/4" O x 18' DOWEL BAR T OVER 8" GREASE 71H/5 SIDE ONLY I" I I/2' 2 12"' 1j 12 GAGE CHAIR A MINIMI M OF 5 CHAIR', PLACED AT UNIFORM INTERVALS SHALL BE USED FOR EACH 12' LANE. DOWEL BARS SHALL BE PLACED AT I' -O" CTRS WITH THE DOWEL BAR AT THE OUTSIDE END OF ASSEMBLY PLACED AT 6" FROM THE EDGE OF THE SLAB. CONSTRUCTION JOINTS SHALL BE OF THE SAME TYPE AS THE CONTRACTION JOINTS USED IN THE AREA OF THE CONSTRUCTION JOINTS. CONSTRUCTION JOINT 3/6" MAX. -JOINT SEALING FILLER (HOT POURED TYPE) -- No. 5 x 2'-6" TIE BARS AT 48" CTRS * \---TIE BAR PINS KEY TYPE *No. 5 HOOK AND W -BAR AT 48" CT RS OR 9/16 " HOOK AND W -BARS AT 36" CT RS MAY BE USED IN LIEU OF THE TIE BARS AND TIE BAR PINS SHOWN. KEY TYPE JOINT SHALL BE USED ON ALL LONGITUDINAL CONSTRUCT/ON JOINTS WHEN THE ADJACENT LANE /5 NOT PLACED AT THE SAME TIME. JOINT SEALING FILLER (HOT POURED TYPE) 12" CLOSED CELL CROSS-LINKED POLY ETHYI FNE BACKER ROD CAPABLE OF WITHSTANDING THE HEAT OF THE HOT -POURED JOINT SEALER 6" MAX. HOT POURED TYPE JOINT SEALANT TOOLED DOWN /q" BELOW PAVEMENT SURFACE SILICONE JOINT SEALANT 1 16 MAX. %" BACKER ROD OF CLOSED CELL EXPANDED POLYETHYLENE FOAM SILICONE TYPE JOINT THF TYPE OF CONT PACT IDN JOINT TO BE USED WILL BE DLI AILED IN THE PLANS OR SPECIAL PROVISIONS CONTRACTION JOINT Y/6" MAX. JOINT SEALING FILLER (HOT POURED TYPE) T/4 (2" MIND • I l5„ /5" No. 5 x 2'-6" TIE BARS AT 48" CTRS jet N-- TIE BAR PINS SAWED WHEN TWO ADJACENT LANES ARE PLACED AT THE SAME TIME. THE LONGITUDINAL JOINT COMMON TO THE LANES SHALL BE SAWED. LONGITUDINAL JOINTS R2 AUG 86 MULTIPLE REVISIONS RI JAN 75 REDRAFT.ADDED SHEET 2 REV. NO. DATE DESCRIPTION OF REVISION NEBRASKA DEPARTMENT OF ROADS STANDARD PLAN. NO. 328-R2 6 to 10 INCH CONCRETE PAVEMENT APPROVED: AUGUST 28. /986 DATE ROADWAY DESIGN ENGINEER LONGITUDINAL JOINT 7 No.4 SPACER BARS T i 3"13"1i 1/-10" I"-0" I/ -0"a 12'-0" //-a' ASSEMBLY PLAN GRADE ELEV. / /_0,/ / '-O" .5" 3" MINIMUM OF 5 CHAIRS SPACED AT UNIFORM INTERVALS DOWEL BARS I "TEMPORARY FILLER MINIMUM OF 5 CHAIRS SPACED AT UNIFORM INTERVALS PREFORMED EXPANSION JOINT FILLER GRADE ELEV. —�� 0.02'/FT. METAL HOLDER AL CAP I I GAGE SHEET Mt 1 AL METAL HOLDER JOINT SEALING FILLER (HOT POURED TYPE) No.4 SPACER BAR WELDED - METAL HOLDER IN PLACE DIRECTION OF PLACEMENT I". x 18" DOWEL BAR T-6" TO 8" 1'/4"m x 18" DOWEL BAR T OVER 8" 12 GAGE CHAIR SECTION WIRED GREASE DOWEL BAR ON EXPANSION TUBE SIDE ONLY EXPANSION JOINT /V!6"T'6"TO 8" 15/x6 " T=OVER B" ROADWAY LU SAWED CONTRACTION JOINTS (TYP.) 2'-0" L ,1 LONGITUDINAL JOINTS -r T - STOP ; T INING 6" FROM EDGE' OF DRIVING LANE TINING (TY Pi STOP TINING ;6" FROM EDGE OF DRV/NG LANE T- 16'-6" 16'-6" *CONCRETE SHOULDER IF CALLED FOR IN THE PLANS 1" STOP LUGS , END CUT AND BEND 71111sm" 4" I EXPANSION TUBE I" PREFORMED EXPANSION JOINT FILLER SHALL BE USED FOR EXPANSION JOINTS UNLESS OTHERWISE SPECIFIED IN THE PLANS. EXPANSION JOINTS SHALL BE INSTALLED AT LOCATIONS SHOWN /N THE PLANS AND 3 EXPANSION JOINTS SPACED AT 49'-6" INTERVALS SHALL BE INSTALLED IN EACH SECTION OF PAVEMENT ADJACENT TO RAILROAD TRACKS. EXPANSION JOINTS SHALL NOT BE SKEWED. • 16'-6" ` i I6'-6" /6'-6" THE LONGITUDINAL JOINT BETWEEN THE SHOULDER AND THE 12' DRIVING LANE SHALL BE ELIMINATED FOR SHOULDER WIDTHS OF 3' OR LESS. • JOINT PLAN NOTES /6'-6" THE CONTRACTOR MAY SUBSTITUTE OTHER DESIGNS FOR EXPANSION AND CONTRACTION JOINT SUPPORTS IN LIEU OF THE TYPE SHOWN WITH PRIOR WRITTEN APPROVAL BY THE ENGINEER. DOWEL BARS SHALL BE A MIN/MUM OF 173/4" IN LENGTH. TIE BARS SHALL BE DEFORMED BARS AND ALL OTHERS SHALL BE SMOOTH. FOR LOAD TRANSFER DEVICES AT EXPANSION JOINTS IN LANES OTHER THAN THE 12 FT. LANES SHOWN,MAINTA/N THE SPACING OF THE /8" DOWEL BARS AT I FT.INTERVALS. THE ENDS OF THE Na4 SPACER BARS SHALL NOT BE MORE THAN 3 INCHES FROM THE EDGE OF THE PAVEMENT OR LONGITUDINAL JO/NT. THE CONTRACTOR MAY USE A MACHINE FOR PLACING THE LONGITUDINAL TIE BARS IN LIEU OF THE TIE BAR PINS. IF A MECHANICAL TIE BAR PLACEMENT MACHINE /S NOT USED.TIE BAR PINS AS SHOWN SHALL BE USED. TIE,DOWEL AND SPACER BARS SHALL CONFORM TO THE REQUIREMENTS OF THE STANDARD SPECIFICATIONS. KEY TYPE LONGITUDINAL JOINTS AND TRANSVERSE CONSTRUCTION JOINTS SHALL BE EDGED WITH V4 "R. AT TIME OF CONCRETE PLACEMENT. CONCRETE PAVEMENT SHALL BE TINED UNLESS OTHERWISE SHOWN IN THE PLANS. R2 AUG 86 MULTIPLE REVISIONS RI JAN 75 REDRAFT. ADDED SHEET 2 REV. NO. DATE DESCRIPTION OF REVISION NEBRASKA DEPARTMENT OF ROADS STANDARD PLAN NO. 328-R2 6 to 10 INCH CONCRETE PAVEMENT APPROVED: AUGUST 28,1986 DATE ROADWAY DESIGN ENGINEER • A v ti • JOINT SEALING FILLER /� (HOT POURED TYPE) ! 1/2" CLOSED CELL CROSS-LINKED POLYETHYLENE BACKER ROD CAPABLE OF W/THSTANI)ING THE HEAT OF THE HOT -POURED JOINT SE ALER !-546" MAX. HOT POURED TYPE JOINT LONGITUDINAL JOINT WITH -Y/6 MAX' JOINT SEALING FILLER (HOT POURED TYPE)N. I j •:l 1 CONTRACTION JOINTS SHALL BE SAWED AND PLACED AT 16'-6" INTERVALS PERPENDICULAR TO THE LONGITUDINAL JOINT. CONTRACTION JOINT No. 5 x /8" TIE BARS AT 48" CTRS. TO BE DRILLED AND GROUTED INTO EXISTING SLAB. EXISTING SLAB NEW SLAB TIE BARS ARE TO BE INSTALLED WHERE NEW CONCRETE PAVEMENT IS PLACED ADJACENT TO EXISTING CONCRETE PAVEMENT. DETAILS OF TIE BAR JOINT SEALING FILLER (HOT POURED TYPE) 1/2" CLOSED CELL CROSS-LINKED POLYETHYLENE BACKER ROD CAPABLE OF WITHSTANDING THE HEAT OF THE HOT -POURED JOINT SEAT FR HOT POURED TYPE JOINT DIRECTION OF PLACEMENT No.4 SPACER BARS WELDED 9" MAX. CLEARANCE FROM EDGE OF SLAB. - . ' • • 2 '/2" r'm x ls'' i , EL BAR T-6"TO 8" li/Q" m x 18" DOWEL BAR T OVER 8" GREASE THIS SIDE ONLY 12 GAGE CHAIR A MINIMUM OF 5 CHAIRS PLACED AT U UNIFORM INTERVALS SHALL BE USED FOR EACH 12' LANE. DOWEL BARS SHALL BE PLACED AT l' -O" CTRS WITH THE DOWEL BAR AT THE OUTSIDE END OF ASSEMBLY PLACED AT 6" FROM THE EDGE OF THE SLAB. CONSTRUCTION JOINT j/6 " MAX. -JOINT SEALING FILLER (HOT POURED TYPE) r' 21/2 . 1 /5 /5" 1 • No. 5 x 2'-6" TIE BARS AT 48" CTRS i \ TIE BAR PINS ' KEY TYPE *Na 5 HOOK AND W -BAR AT 48" CTRS OR 916 " HOOK AND W -BARS AT 36" CTRS MAY BE USED 1N LIEU OF THE TIE BARS AND TIE BAR PINS SHOWN. KEY TYPE JOINT SHALL BE USED ON ALL LONGITUDINAL CONSTRUCTION JOINTS WHEN THE ADJACENT LANE /S NOT PLACED AT THE SAME TIME. 4 . 'o • L. 1, /5"/ /Na5 TIE BAR PINS — 3%16 " MAX. i-- JOINT SEALING FILLER (HOT POURED TYPE) / / . 1'," o - �iir. :111 awl coif /5" I x 2'-6" TIE BARS AT 48" CTRS SAWED WHEN TWO ADJACENT LANES ARE PLACED AT THE SAME TIME. THE LONGITUDINAL JOINT COMMON TO THE LANES SHALL BE SAWED. LONGITUDINAL JOINTS SPOT WELD SPOT WELD-- 12 ELD-- I2 GAGE METAL PLATE 6” SQUARE 12 GAGE METAL 946- SPOT 46„ CHAIR 16 GAGE MET AL ---- 0 T TIE BAR PIN ., i RI AUG 86 MULTIPLE REVISIONS REV. NO. DATE DESCRIPTION OF REVISION NEBRASKA DEPARTMENT OF ROADS STANDARD PLAN NO.'331-RI 6 to 10 INCH CONCRETE PAVEMENT WITH CURB APPROVED: AUGUST 28,1986 DATE ROADWAY DESIGN ENGINEER No.4 SPACER BARS t 3" 3" l '-0" • 1,-0., I3'-0" I, -a, volt /'-o" I '-0„ / ' /'-0" 1/-0" ASSEMBLY PLAN GRADE ELEV.---.4.4„ 0.02'/FT. 3" 3" ••••/3—i—� 0 0 0 0 0 0 0 0 0 0 0 6" i '-0" I21-11" PREFORMED EXPANSION JOINT FILLER GRADE ELEV. —� O.D2'/FT. r-0" 5" MINIMUM OF 5 CHAIRS SPACED AT UNIFORM INTERVALS DOWEL BARS 1 "TEMPORARY FILLER MINIMUM OF 5 CHAIRS SPACED AT UNIFORM INTERVALS T I I GAGE SHEET METAL METAL HOLDER AL CAP METAL HOLDER METAL HOLDER IN PLACE • JOINT SEALING FILLER (HOT POURED TYPE) No.4 SPACER BAR WELDED DIRECTION OF PLACEMENT r'® x /8" DOWEL BAR T-6" TO 8- I 1/4", x 18" DOWEL BAR T OVER 8" 'L l2 GAGE C/- ,41R SECTION WIRED GREASE DOWEL BAR ON EXI3ANSION TUBE SIDE ONLY EXPANSION JOINT i Y/6" T-6" TO 8" 4 l Yi6 " T -OVER 8" • 4" EXPANSION TUBE STOP T1NING 2'-O" FROM BACK OF CURB 16'-6" — STOP T1NING 2'-0" FROM BACK OF CURB REFER TO THE PLANS FOR SPECIFIC LOCATIONS OF AREAS TO BE TINED. JOINT PLAN NOTES LONGITUDINAL JOINTS SAWED CONTRACTION JOINTS (TYP.) THE CONTRACTOR MAY SUBSTITUTE OTHER DESIGNS FOR EXPANSION AND CONTRACTION .DINT SUPPORTS IN LIEU OF • THE TYPE SHOWN WITH PRIOR WRITTEN APPROVAL BY THE ENGINEER. DOWEL BARS SHALL BE A MINIMUM OF 173,4" IN LENGTH. TIE BARS SHALL BE DEFORMED BARS AND ALL OTHERS SHALL BE SMOOTH. FOR LOAD TRANSFER DEVICES AT EXPANSION JOINTS IN LANES OTHER THAN THE 13 FT. LANES SHOWN, MAINTAIN THE SPACING OF THE /8" DOWEL BARS AT / FT. INTERVALS. THE ENDS OF THE No.4 SPACER BARS SHALL NOT BE MORE THAN 3 INCHES FROM THE EDGE OF THE PAVEMENT OR LONGITUDINAL JOINT. THE CONTRACTOR MAY USE A MACHINE FOR PLACING THE LONGITUDINAL TIE BARS IN LIEU OF THE TIE BAR PINS. IF A MECHANICAL TIE BAR PLACEMENT MACHINE /5 NOT USED. TE BAR PINS AS SHOWN SHALL BE USED. TIE.DOWEL AND SPACER BARS SHALL CONFORM TO THE REQUIREMENTS OF THE STANDARD SPECIFICATIONS. KEY TYPE LONGITUDINAL JOINTS AND TRANSVERSE CONSTRUCTION JOINTS SHALL BE EDGED WITH %4 "R. AT TIME OF CONCRETE PLACEMENT. END CUT AND BEND r' PREFORMED EXPANSION JOINT F111 FR SHALL BE USED FOR EXPANSION JO/NTS UNLESS OTHERWISE SPECIFIED IN THE PLANS. EXPANSION JOINTS SHALL BE 1NSTAI 1 FD AT LOCATIONS Sr -TOWN IN THE PLANS AND 3 EXPANSION JOINTS SPACED AT 49'-6" INTERVALS SHALL BE INSTALLED IN EACH SECTION OF PAVEMENT ADJACENT TO RAILROAD TRACKS. EXPANSION JOINTS SHALL NOT BE SKEWED. RI AUG 86 MULTIPLE REVISIONS REV. NO. DATE DESCRIPTION OF REVISION NEBRASKA DEPARTMENT OF ROADS STANDARD PLAN NO. 331-R I 6 to 10 INCH CONCRETE PAVEMENT WITH CURB APPROVED: AUGUST 28,1986 DATE 4•0C".1. ZC730-41-4.-•~•-•••"*"e... ROADWAY TESIGN ENGINEER a DIAM. OF PIPE ° NOMINAL DIMENSIONS . GAGE L ±6" W ±2" A MIN. B MAX. C MIN. Y ±41/2" S APPROX 12" 16 6'-0/8" 2' O" 43/4" 6" 6" 4'-3/8" 2%2 15" 16 6'- 1" w .2'-6" 6„ 8" 6„ 3'-1I" 21/2 18" 16 6'- I.. 3'-O" 7" 10" 6" 3'-8" 2%2 21" 16 6'- l" 3'-8" 8/4" l'-0" 6" 3.-l" 2%2 24" 16 6-/%2" 4'-0" 9" 1,- 1 " 6" 28/2" 2/2 , 30" 14 6-/%4" 5.-0" 11 " / -4 " 6" 1-103/4" 2/2 36" /4 8=I/4" 6'-O" 1-2" 1-7" 6" 3-13/4 21/2 42" 12 8-2" 7'-O" 1-4" 1-I0" 6" 2-5" 2/2 48" - 12 13'-2" 7'-6" 1-6" 2'-3" 6" 1-8" 21/4 54" 12 8-4" 136" 1-6" 2-6 6" l'-4 2 60" 12 8'-3" 9'-6„ /,-6„ 2.-9" 6„ l'-0" 13/4 66" 12 8'-3„ /0'-0" I-6" 3'-O" 6,. 1,-0„ 11/2 72" 12 8'-3" 10'-6" 1,-6" 3 3" 6" l' -O" I/3 78" 12 8'-3" II, -0" I,-6" 3- 6" 6" 1'-0" l/4 84" 12 8'-3" II, 6„ 1-6" 3-9" 6" 1-0" 1%6 END OF PAY LENGTH OF PIPE CULVERT L DIAMETER PIPE CONNECTOR LUG SECTION THREADED ROD 4 METALLIC COATED METAL SKIRT SECTION CORNER PLATE — D/A METER REINFORCED EDGE w PLAN o ° � °1 o I 1° o --o L ±6" HOLES ON /2"CENTERS -MAX. (OPTIONAL) ELEVATION DETAILS OF METAL FLARED END SECTION (FOR CORRUGATED METAL PIPE) —ROD HOLDER THREADED ROD TYPICAL CONNECTIONS CONNECTOR SECTION RIVETED OR BOLTED FOR CORRUGATED METAL PIPE DIAMETERS OF 12" TO 24" INCLUSIVE AND CORRUGATED METAL PIPE - ARCHES WITH RISE OF 11" TO 18" INCLUSIVE, THE SKIRT SECTION MAY BE ATTACHED WITH A 1" WIDE, 12 GAGE METAL CONNECTOR STRAP AND 6"x/a" BOLT AND NUT. THIS STRAP MAY BE USED ON PIPE WITH ANNULAR ENDS ONLY. EQUIV. DIA. SPAN RISE GAGE NOMINAL DIMENSIONS L ±6" W MIN. A MIN. B , MAX. C MIN. Y ±41/2" S APPROX. 15" 18" 1 /" 16 6'-O" 2.-6" 4/2., 9" 6" 4'-5" 2%2 18" 22" 13" 16 6'-O" 3'-O" 5/4" 10„ 6" 4'-I" 2/2 21" 25" 16 16 6 O" 3'-6" 6/4 " II 12" 6" 3'-8" 212 24 29" 18" 16 6'-O" 4'-O„ 7„ I'- 2„ 6" 3•-4%; 212 30" 36" 22" 14 8-0" 5'-0" 83/4" I'-4 " 6" 4-9%2" 2%2 36 43" 27" 14 8,-0„ 6'-3" 103/4" /-5%2" 6" 4'-2" 21/2 42 50" 31 IIIl2 8,-0„ 7'- 1" l'-0 j4" I '- 8„ 6" 3'_7" 2 /2 48" 58" 36"12 8'-O" 7'-6" 1'-2„ 2'-3" 6" 2'-9" 2/2 54" 65" 40" - 12 8'-O" 8'-6„ 1-33/4" 2,-6" 6" 2'-2" 214 60 72" 44" 12 8-O" 9'-6" I-514" 2'-9" 6" 1-7" 21/4 66 79" 49" 12 8'-O" 10.-6"I -6" .3'-0„ 6" I'-7" 2 72 85" 54 12 8,-0„ I1,-6,. I,-6.. 3-3,. 6,. 1,-7 2 END OF PAY LENGTH OF PIPE CULVERT L SECT ION SPAN METALLIC COATED METAL SKIRT SECTION CORNER PLATE B —REINFORCED EDGE w PLAN t HOLES ON 12"CENTERS -MAX. DETAILS OF METAL FLARED END SECTION (FOR CORRUGATED METAL PIPE -ARCH) NOTES CONNECTOR STRAP, STIFFENER ANGLES AND MISCELLANEOUS HARDWARE SHALL BE METALLIC COATED. THE "Y" LENGTH MAY BE FABRICATED AS PART OF THE CULVERT. CONNECTOR SECTIONS AND CORNER PLATES FOR CORRUGATED METAL PIPE AND PIPE -ARCH FLARED END SECTIONS SHALL BE OF THE SAME GAGE AS SKIRTS AND EACH SHALL BE METALLIC COATED. SKIRT SECTION FOR CORRUGATED METAL PIPE DIAMETERS OF 12" TO 24" INCLUSIVE SHALL BE MADE IN ONE PIECE. SKIRT SECTION FOR CORRUGATED METAL PIPE -ARCHES, WITH RISE OF 11" TO 22" INCLUSIVE SHALL BE MADE IN ONE PIECE. SKIRT SECTION FOR CORRUGATED METAL PIPE DIAMETERS OF 30" TO 54" INCLUSIVE AND CORRUGATED METAL PIPE -ARCHES WITH RISE OF 27" TO 40" INCLUSIVE MAY BE MADE FROM TWO SHEETS JOINED BY RIVETING OR BOLTING ON CENTERLINE. SKIRT SECTION OF CORRUGATED METAL PIPE DIAMETER OF 60" AND LARGER, AND CORRUGATED METAL PIPE -ARCHES WITH RISE OF 44" AND LARGER SHALL BE MADE FROM THREE SHEETS JOINED BY RIVETING OR BOLTING AT EQUAL DISTANCES FROM CENTERLINE. THE CENTER PANEL SHALL BE FURNISHED IN 10 GAGE MATERIAL AND THE WIDTH OF THE CENTER PANEL SHALL BE GREATER THAN 20% OF THE PIPE PERIPHERY. MULTIPLE SHEET SKIRT SECTIONS SHALL HAVE 2" MINIMUM LAP SEAMS. BOLTS OR RIVETS SHALL BE 3/8" MINIMUM 0 ON 6" MAXIMUM CENTERS. TYPICAL CONNECTIONS SHOWN MAY BE USED FOR HELICAL CORRUGATED METAL PIPE. FOR SKIRT SECTIONS OF PIPE DIAMETERS OF 60" AND LARGER, AND CORRUGATED METAL PIPE -ARCHES WITH RISE OF 49" AND LARGER, REINFORCED EDGES TO BE SUPPLEMENTED WITH STIFFENER ANGLES PLACED JUST BELOW THE REINFORCED EDGES ON THE OUTSIDE OF THE SKIRT SECTION. THE ANGLES WILL BE 2"x2"x%". THE ANGLES TO BE ATTACHED BY 3/8" MINIMUM 0 BOLTS AND NUTS ON 6" MAXIMUM CENTERS. (OPTIONAL ) ELEVATION RI MAR 85 MULTIPLE REVISIONS REV. N4 DATE DESCRIPTION OF REVISION NEBRASKA DEPARTMENT OF ROADS STANDARD PLAN N° 410-R1 FLARED END SECTIONS FOR CULVERT PIPES c APPROVED: MARCH 20, 1985 DATE P ROADWAY DESIGN ENGINEER 11-0" 1 n. � ALTERNATE MAY BE USED N2 4 REINFORCING BARS (FOR ALL SIZES OF PIPES) (�2 PLAN L 4111.. Y B • SECTION EC)UIV. NOMINAL DIMENSIONS SPAN RISE +I-6.. B + 4Y i/2" C v,, R1 R 2 S APPROX, MIN. DIA. SPAN RISE +L ., _6 B + Y " _4 /2 C + _2 R1 1 R 2 APPROX MIN . 18" 23" 14" 6,-0" 2-3" 3.-9" 81/2" 3 0" 3" 6" 2.3 21/2„ 24" 30" 19" 6'-O" 3'-3" 2'-9" 9" 4:0" 3" 7" 2.9 3., 30 38 24 6'-O" 4'-6" l'-6" 10" 5'-O" 3" 9" 3 3 /2" 36 45 29 8' -O. 5' -O" 3'-O" l I 6'-O" 3.. 1'-O" 2.7 4" 42" 53" 34" 8.-O" 5'-O" 3.-O" I'-4" 6,-6" 6" I.-1" 2.6 41/2„ 48" 60" 38" 8.-O" 5'-O" 3.-O" l'-9" 7'-O" 6" l'-2" 2.7 5" 54" 68" 43" 8.-O" 5.-O" 3-0 2-1 7-6 6" 1'-4" 2.5 51/2" 60 76 48 8-0" 5'-0 3'-O" 2'-6" 8-0" 6" l'-6" 2.5 6" ELEVATION DETAILS OF CONCRETE FLARED END SECTION (FOR REINFORCED CONCRETE ELLIPTICAL PIPE ) ALTERNATE MAY BE USED Q N' 4 REINFORCING BARS (FOR ALL SIZES OF PIPES) PLAN Y i 1 1- EQUIV. DIA. NOMINAL DIMENSIONS SPAN RISE +I-6.. B + 4Y i/2" C W 1:2" R1 R 2 S APPROX, MIN. 18 22 l4 6 O 2 3" 3' 9 7., 3 O" 2„ / '-O �� 2.2 21/2 24,. 29" 18" 6.-0" 3.-3" 2-9" 9" 4.-0" 3" 1 '-2" 2.4 3,. 30" _ 36 44" 23" 27" 8-0" 8'-O" 4 -0" 5-0" 4-o., 3-0„ 10" II" 5-0 6-0„ 3" 6" I'-3" 1'-8" 2.3 2.4 31/2.. 4„ 36" 42" 51" 32" 8'-O" 5'-O" 3.-O., I '-4 „ 6,-6,. 6" l'- 10" 2.4 4 /2" 48" 59" 36" 8-0" 5.-O" 3'-O" 1.-9" 7'-O" 6" 1-10" 2.3 5 54" 65" 40" 8-0" 5-0" 3.-O' 2-0" 7.'-6" 6" 2-0" 2.1 51/2" 60" 74" 45" 8.-0" 5-0., 3-0„ 2-3" 8.-O„ 6" I'-9" 2 6" 72" 88" 54" 8.-4" 6.-6" 1-10" 2-11" I0-0" 6" 2-0" 2 7 SECTION ELEVATION DETAILS OF CONCRETE FLARED END SECTION (FOR REINFORCED CONCRETE PIPE -ARCH) GROOVE ENO ON OUTLET END SECTION E. TONGUE END ON INLET END SECTION (TYPICAL FOR ALL CONCRETE FLARED END SECTIONS) DIAM. OF PIPE . NOMINAL DIMENSIONS L• + 6', B - Y +4W/2“ C W +2" R1 R2 S APPROX, T MIN. 12" 6'-07/8" 2-O 4'-0 8"' 4" 2'-O" 1.-0Y8,,. 9" 3 2„ 15" 6-1" 2'-3" 3'-/O" 6" 2'-.6." - 1-01/2„ 1I„ 3 21/4" 18" 6'-I" 2'-3" 3'-10" 9" 3,-O„ 1,-31/2 , /'-O„ 3 2/2., 24" 6'-1'/2" 3"-7%2" 2_6„ 912 4 -0 I' -4/3/j' 1'-2" 3 3„ 30" 6'-I3/4 4.-6" I.-73/4" l' -O„ 5.-O" 1-6//2„ /.-\\3" 3 31/2 36" �8'-13/ " 5'-3" 2'-103/4 l'-3., 6'-0" 2'-05/,j 1,-8" 3 4,. 42" 8-2" 5'-3" 2'-!!" /'-9" 6'-6" 2.-3%2 1.-10" 3 41/2" 48" 8-2„ 6'-O" 2'-2" 2'-O" 7.-O" 2.-4/2" I'-10" 3 5" 54" 8=4" 5.-5" 2'- 1 I " 2'-3" 7'-6" 2.-91/8" 2.-0" 2.4 51/2" 60" 8'-3" 5'-O" 3.-3" 2'-6" 81.0. 3'-0'14 ' 2.-0. 2 6" 66" 8.-3" 6'-6" I'-9" 2.-6" 9-0„ 3.-0%8" 2 0" 2 6 /2., 72" 8-3" 6.-6" 1.-9" 2.-6" 9.-0" 312t3%6' 2.-0" 2 7" DIA METER N' 4 REINFORCING BARS (FOR ALL SIZES OF PIPES) END OF PAY LENGTH OF PIPE CULVERT PLAN DIAMETER tit ti SECTION DIAMETER PLAN ELEVATION DETAILS OF CONCRETE FLARED END SECTION (FOR REINFORCED CONCRETE PIPE ) NOTES CONCRETE FOR FLARED END SECTIONS SHALL BE /N ACCORDANCE WITH APPLICABLE REQUIREMENTS OF A.A.S.H.T.O. DESIGNATION M170, M206, AND M207, FOR CLASS /1 PIPE. REINFORCEMENT IN THE "Y" SECTION SHALL BE IN ACCORDANCE WITH APPLICABLE REQUIREMENTS OF A.A.S. H. T.O. DESIGNATION M170, M206, AND M207, FOR CLASS 1/ PIPE. IN ADDITION TO THE REINFORCING BARS SHOWN, REINFORCEMENT /N THE "8" SECTION SHALL HAVE A CROSS-SECTIONAL AREA EQUAL TO THAT OF ONE LAYER OF STEEL IN THE "Y" SECTION. ti 1 RI MAR 85 MULTIPLE REVISIONS REV. N9 DATE DESCRIPTION OF REVISION NEBRASKA DEPARTMENT OF ROADS STANDARD PLAN N° 410-R1 FLARED END SECTIONS FOR CULVERT PIPES APPROVED: MARCH 20, 1985 DATE OADWAY DESIGN ENGINEER • WELDED WIRE FABRIC CAGES E.._ N0. 4 BARS 12" THROUGH 24" PIPE DIAMETER L 45° NO4BARS 450 BAR LOCATION DETAIL CUT MESH ALONG ANGLE LINE 14"MIN. 2 30" LONG NO. 4 BARS CENTERED ON CUT CUTTING DETAIL OVER 24" PIPE DIAMETER WELDED WIRE FABRIC CAGES MIN. BAND THICKNESS 4"x 4"-8x8 WELDED WIRE FABRIC BENDING DETAIL DETAILS OF CONCRETE ELBOWS DATA FOR PRECAST ELBOWS SIZE OF PIPE ups, WALL THICKNESS "T " MINIMUM BAND THICKNESS MAXIMUM p _ L=6' L = 7%2 12" 2" 11 90° 90° 15" 2.V4" 1" 90° 90° l8" 2W' l" 90° 90° 2/" 2%" I„ 90° 90° 24" 3" IY9" 90° 90° 27" 3%" l%8" 90° 90° 30" 3%2" /k," .90° 90° 36" 4" i3/' 8/ ° 90° 42" 4%2" 'W 730 90° - 48" 5" I3/" 66° 88° 54" 60" 5/ 2" 60 8/ 6" 2" 55° 75° TRANSVERSE BARS BARS IN SIDE BENT AS SHOWN BARS IN TOP BENT AS SHOWN it D T 6" VERTICAL BARS---.-, TRANSVERSE BARS (BARS IN BOTTOM l BENT AS SHOWN END ELEVATION DETAIL OF COLLARS SIDE ELEVATION SCHEDULE OF BARS FOR COLLAR SIZE OF PIPE "D" BAR SIZE NUMBER OF BARS TRANS -VERT 1 TOP 1 ONE SIDE BOTTOM 12" NO. 4 /2 4 2 4 15" NO. 4 /2 4 2 _ 4 18" N0. 4 /2 4 2 4 2/" N0.4 /2 4 2 4 z- 24" 12 4 2 4 27" �NO.4 N0. 4 12 4 2 5 30" N0. 4 /2 4 - 2 5 36" N0. 4 /2 4 2 5 42" N0. 4 /2 5 3 6 48" N0. 4 /2 5 3 6 54" N0. 4 /2 5 3 6 60" N0. 4 /2 5 3 6 NOTES THE DIMENSIONS FOR CONCRETE PIPE SHOWN ON THIS PLAN ARE THOSE FOR CLASS III REINFORCED CONCRETE PIPE A. A. S.H.T. 0. DESIGNATION M170, WALL "B". ALL QUANTITIES FOR COLLARS AND ELBOWS FOR CONCRETE CULVERT PIPE ARE BASED ON THE DIMENSIONS FOR CLASS III REINFORCED CONCRETE PIPE A.A. S.H.T. 0. DESIGNATION M/ 70 WALL "B': NO ADDITIONS OR DEDUCTIONS WILL BE MADE /N THESE QUANTITIES IF OTHER STRENGTH STANDARD PIPE IS FURNISHED IN ACCORDANCE WITH THE SPECIFICATIONS OR IF COLLARS ARE USED ON PIPE OTHER THAN CONCRETE. WHEN A CONCRETE COLLAR CONNECTING EXISTING AND NEW CONCRETE PIPE IS CONSTRUCTED WITH A BEND, IT SHALL BE CONSIDERED AS A COLLAR AND NOT AN ELBOW. ALL CONCRETE SHALL BE CLASS "47A- S", "47B" , "47C- S" OR "AX" WITH A WORK/NG STRESS OF /200 PSI AND A 28 DAY CYLINDER STRENGTH OF 3000 PSI. FOR SINGLE LINE OF REINFORCING WIRE MESH TIE REINFORCING BARS ON OUTSIDE OF CAGE. FOR DOUBLE LINE OF REINFORCING WIRE MESH TIE REINFORCING BARS ON INSIDE OF THE OUTSIDE CAGE. REINFORCING BARS ARE LAPPED AND WELDED WHERE BEND IS MADE. REINFORCING WIRE MESH /S LAPPED AND TIED WHERE BEND IS MADE. BAND REINFORCING WELDED WIRE FABRIC OR EQUAL SHALL BE WELDED OR LAPPED 12 INCHES AT SPLICES. THE ORIENTATION OF THE PIPE SHALL BE MARKED WHEN CASTING TO ASSURE ADEQUATE REINFORCING BAR EMBEDMENT AND PROPER ALIGNMENT WHEN CUTTING AND ROTATING. DATA FOR COLLARS SIZE OF PIPE A CUBIC YARDS CONCRETE POUNDS OF STEEL /2" 0° 0.30 1 32 l5° 0. 33 1 33 /5" /8" 21" 30° 45° 0° /5° 30° 45° 0° l5° 30° 45° 0° /5° 0. 36 0. 39 0. 36 0. 40 0. 43 36 37 35 36 38 0.47 40 24" 30° 45° O° /5° 30° 0. 42 0.49 0.56 0.64 0.47 0. 55 0.64 38 4/ 44 46 40 42 46 27" 45° 0° l5° 30° 450 30" 00 15°. 30° 450 36" 0° l5° 42" 48" 30° 45° 00 /5° 30° 45° D° /5° 54" 60" 30° 45° 0° l5° 30° 45° 0° /5° 30° 0.74 0. 53 0.63 0.74 0. 86 0.57 0.70 0.84 0.99 0. 63 0.79 0. 96 /.14 0.77 1. 01 / . 26 / . 53 0. 96 1.32 /. 69 2. 09 1. 16 /. 66 2.19 2.75 /.34 2.0/ 2.70 3.44 I. 54 2. 39 3. 28 48 43 45 49 51 45 48 52 55 49 53 57 6/ 53 58 63 68 65 72 80 9/ 68 77 86 95 75 84 95 106 vol 77 89 /00 45° 4.23 I/3 R2 AUG 82 Revised Elbow Construction RI OCT 76 Added 12" & 15" Pipes REV. N2 DATE DESCRIPTION OF REVISION NEBRASKA DEPARTMENT OF ROADS STANDARD PLAN N2 425-R2 COLLARS AND ELBOWS FOR CONCRETE PIPES APPROVED: AUGUST 12, 1982 DATE OADWAY DESIGN ENGINEER DIA. T CONC. FOR 1 -PLUG 18" 6" 0.09 CU. YD. 24" 6" 0.15 " "- 30" 6 " 0.23 " " 36" 6 " 0.33 " " 42" 6" 0.44 " " 48" 6 " 0.57 " " 54" 8 " 0.85 " " 60" 8 " 1.04,, ,, 72" 8" /.49 II II DIAMETER + 4", CONCRETE PLUG FOR CORRUGATED METAL PIPE SPAN RISE X Y CONC. FOR 1 -PLUG 2' 2' 6" I' - 6" 0.20 CU. YD. 3' 2' 6" /' - 6" 0.30 „ „ 4' 2' 6" /' - 6" 0.41 „ „ 3' 3' 6" 1' - 6" 0.45 " . " 4' 3' 6" l' - 6" 0.60 " " 5' 3' 6" l' - 6" 0.75 „ „ 6' 3' 6" /' - 6'' 0.90 „ „ 8' 3 , 6" l' - 6" 1.1 9 u„ 0.66 „ „ 10' 3' 6" l' - 6" 1.50 „ „ 12' 3' 6" 1' - 6" 1.81 „ „ 4' 4' 6" 1' - 6" 0.78 „ „ 5' 4' 6" l' - 6" 0.98 „ „ 6' 4' 6" 1' - 6" 1.18 " II II2.30 8' 4' 6" l' - 6" 1.57 „ „ 10' 4' 6" 1' - 6" 1.97 „ „ 12' 4' 6" l' - 6" 2.37 „ 4' 5' 8" 2' - 0" 1.29 „ ,, 5' 5' 8" 2' - 0" 1.62 " " 6' S' 8" 2' - 0" 1.94 „ „ 8' 5' 8" 2' - 0" 2.58 " " 10' 5' 8" 2' - 0" 3.23 „ „ 12' 5' 8" 2' - 0" 3.89 " " 4' 6' 8 „ 2' - 0", 1.53 " „ 5' 6' 8" 2' - 0" 1.92 „ „ 6' 6' 8" 2' - 0" 2.3/ „ „ 8' 6' 8" 2' - 0" 3.07 " „ l0' 6' 8" 2' - 0" 3.85 „ „ 12' 6' 8" 2' - 0" 4.63 „ „ 5' 7' /0" 2' - 6" 2.79 " " 6' 7' /0" 2' - 6" 3.3 " " 7' 7 ' 10" 2' - 6" 3.90 " „ 8' 8' 10" 2' - 6" 5.07 „ „ 10' 8' 10" 2' - 6" 6.35 „ . „ 12' 8' 10" 2' - 6" 764 „ „ 10 10' 10" 3' - 0" 8.79 „ /, 12' 10' 10" 3' - 0" 10.54 „ „ 12' 12' 10" 3' - 0" 12.61 " DIA. A B T - H W CONC. FOR 1 -PLUG 12" 4" 4" 2" l'' 4". 10" 0.03 CU. YD. l5„ 4" 4" 2X:" /'- 7J"" ,\/ \ \\ \ \ ♦ 0.05 „ „ 0.07 " „ 18" 4" 4" 2% " l '- 11" 24" 4" 4" 2.Y4" 2'- 5%" 0.11 „ „ 30„ 4„ 4„ 3 „ 31_ 0„ Z 0.17 „ „ 36" 6„ 6„ 31/2" 31- 7" 6" 0.37 „ „ 42" 6„ 6 „ 41/4" 4'- „ Q 0.5/ „ „ 48" 6" 6" 5u 4' - 10" Lu 0.66 „ „ 54" 6" 6" 51/2" 5'- 5" g 0.84 " ,,Q 60" 8" 8„ 6 " 6,_ 0„ cn 1.37 „ „ 66" 8" 8" 612 1 6'- 7" 1.66 II " 72„ 8„ 8„ 7 „ 71- 2„ 1.97 „ „ 78" 8„ �„ 7 " 71- 9„ II II2.30 84" 8„ 8„ 8 „ 8'_ 4" 2.66 „ „ CONCRETE PLUG FOR CONCRETE PIPE WALL OF EXISTING STRUCTURE co. CUT PIPE TO FIT INSIDE FACE \ 4.1 SPAN CONCRETE PLUG FOR CONCRETE BOX CULVERT 4x4x% WELDED WIRE MESH WRAPPED AROUND NEW PIPE CONCRETE SEAL NEW PIPE CONCRETE SEAL 4x4x%. WELDED WIRE MESH WRAPPED AROUND NEW PIPE TAP FOR EXISTING. STRUCTURE BOX CULVERT FACTOR CHART CONCRETE TYPICAL COMPUTATION FOR QUANTITY IN ONE SKEWED CONCRETE BOX PLUG EXAMPLE: 10x5 CONCRETE BOX CULVERT, SKEWED 35° FROM TABLE, QUANTITY FOR ONE PLUG: 10x5 BOX = 3.23 CU. YDS. FACTOR FOR 35° FROM CHART = 1.221 CORRECTED QUANTITY FOR ONE PLUG 3.23x1.221 = 3.94 CU. YDS. 1.40 • 1.30 0 U 1.20 1.10 h.{ 50 10° 15° 20° 25° SKEW ANGLE 30° 35° 40° 45° DIA. A ' W CONC. FOR. 1 -PLUG 8" •\ \ \ \ `, \ \ ll" A Z 10" / / / 1 1 / / / / / , I I 6" ----__ 4 \\ \ ,\/ \ \\ \ \ ♦ \../ --F-- - i • ,/ / y / i 1 // • 6„ 6" 19" 0.07 „ „ l8" 6" 6" 23" 0.1/ ,, II 2/ " . W 6" 26" 0./4 ,, " 24" CONCRETE PLUG FOR CONCRETE PIPE WALL OF EXISTING STRUCTURE co. CUT PIPE TO FIT INSIDE FACE \ 4.1 SPAN CONCRETE PLUG FOR CONCRETE BOX CULVERT 4x4x% WELDED WIRE MESH WRAPPED AROUND NEW PIPE CONCRETE SEAL NEW PIPE CONCRETE SEAL 4x4x%. WELDED WIRE MESH WRAPPED AROUND NEW PIPE TAP FOR EXISTING. STRUCTURE BOX CULVERT FACTOR CHART CONCRETE TYPICAL COMPUTATION FOR QUANTITY IN ONE SKEWED CONCRETE BOX PLUG EXAMPLE: 10x5 CONCRETE BOX CULVERT, SKEWED 35° FROM TABLE, QUANTITY FOR ONE PLUG: 10x5 BOX = 3.23 CU. YDS. FACTOR FOR 35° FROM CHART = 1.221 CORRECTED QUANTITY FOR ONE PLUG 3.23x1.221 = 3.94 CU. YDS. 1.40 • 1.30 0 U 1.20 1.10 h.{ 50 10° 15° 20° 25° SKEW ANGLE 30° 35° 40° 45° DIA. A B W CONC. FOR. 1 -PLUG 8" 6" 6" ll" 0.02 CU. YD. 10" 6" 6" 13" 0.03 ,, ,, 12" °6" 6„ 16" 0.05 ,, ,, 15" • 6„ 6" 19" 0.07 „ „ l8" 6" 6" 23" 0.1/ ,, II 2/ " . 6" 6" 26" 0./4 ,, " 24" • 6" 6" 30" 0.19 „ „ MX,\V„V\MNAANAV.\\\\\AAW' CONCRETE PLUG FOR CLAY TILE PIPE NOTE: DIMENSIONS MARKED THUS,* , ARE 6" ON PIPES UP TO 24" INCLUSIVE AND 8" ON PIPES 30" AND OVER. A CONC. SEAL CORR. METAL PIPE CONCRETE RISES 2'-10' CONCRETE RISES 12' - 16' (D W ELEVATION IA CONCRETE PIPE CUT PIPE TO CONC. SEAL 4x4x% WELDED WIRE MESH WRAPPED AROUND PIPE k CORP. METAL PIPE FIT INSIDE FACE (Dk nW a SECTION A -'A FIELD PIPE TAP DETAILS NOTES ALL CONCRETE SHALL BE CLASS "47A -S,' "47B" OR "47C -S" BEFORE PLACING THE CONCRETE ALL LOOSE DIRT SHALL BE REMOVED /ROM PARTS OF STRUCTURE COMING IN CONTACT WITH NEW CONCRETE. EXCAVATION FOR CULVERT PLUGS SHALL NOT BE PAID FOR DIRECTLY BUT SHALL BE CONSIDERED SUB- SIDIARY TO ITEMS FOR WHICH PAYMENT IS MADE. CONCRETE PIPE CONC. SEAL 4x4x% WELDED WIRE MESH WRAPPED AROUND PIPE RI 9-10-74 TAP FOR EXISTING STRUCTURE REV. N°• DATE DESCRIPTION OF REVISION NEBRASKA DEPARTMENT OF ROADS STANDARD PLAN N° 428 CONCRETE PLUGS AND FIELD PIPE TAP DETAILS APPROVED' FEBRUARY 22, 1974 DATE );43:t4.14) STANDARD SLUE PRINT, OMAHA 040972 ROADWAY DESIGN ENGINEER l SCALE AS SHOWN 2-N25 BARS x 3'- (8 REQUIRED) MANHOLE TOP ELEV. AS SHOWN ON PLANS MANHOLE COVER (TELESCOPIC TYPE) GROUT BRICK OR 26" PRE- CAST CONCRETE RISER CONCRETE FLAT SLAB TOP •, FLAT SLAB TOP SLAB REINFORC/NG BARS (SEE TABLE N' 1) LIFT BARS AS REQUIRED (SEE SHEET 2 OF 3) CONCRETE FLAT SLAB TOP MANHOLE COVER (NON—TELESCOPIC TYPE) FLAT SLAB TOP ELEV. AS SHOWN ON PLANS SLAB REINFORCING BARS (SEE TABLE N2/) MANHOLE STEPS ® /6" CTRS. PRECAST CONCRETE BARREL SECTION CAST -IN-PLACE CONCRETE BENCH —SLOPE TO DR IN ti 8"x 8"x I'-O"PRECAST ' LEVEL BLOC - PLACE AS REQUIRED TO SUPPORT BOTTOM BARREL SECTION TYPE "A" — As (SEE TABLE N22) TYPE "A" & "B" BASE BASE REINFORCING BARS (SEE TABLE N2 I) FLOWLINE ELEVATION AS SHOWN ON PLANS SLAB REINFORCING BARS (SEE TABLE N° I) TABLE N23 N2 1 MANHOLE SIZE BASED ON LARGEST PIPE INTO MANHOLE LARGEST PIPE MANHOLE DIAMETER MIN. MANHOLE / DIAMETER 24" OR LESS 48" - 60" 48" 30" 66"& 72" 54" '36" 84"& 96" 60" 42" 120" 66" 48" 72" 54" 84" 66" 96" 84" /20" TOP OF PRECAST CONCRETE TOP SECTION O N MANHOLE COVER (TELESCOPIC TYPE) FRAME SEC TION FLANGE SECTION ECCENTRIC CONE SECTION BASE REINFORCING BARS (SEE TABLE N°1) -- MANHOLE STEPS n 16"CTRS. 0 TYPE "B TABLE N2 1 BASE AND TOP SLAB FOR ROUND MANHOLE MANHOLE DIAMETER SLAB THICKNESS "T" 96" SLAB REINFORCING BAR SIZE 84 SPACING 48" - 60" 8" Al? 4 AT 6" CTRS. 66"& 72" 8" N95 AT 7%2"CTRS. 84"& 96" 8" N95 AT 61/2" CTRS. 120" 8" N° 5 AT 5 1/2" CTRS. MANHOLE COVER (NON - TELESCOPIC TYPE) 26"DIA. MANHOLE DIAMETER (SEE TABLE N° 3) FOR DETAILS NOT SHOWN, SEE TYPE "A" MANHOLE CAST IRON RING AND COVER • TABLE N2 2 CIRCUMFERENTIAL REINFORCEMENT PER FOOT OF BARREL DIAMETER BARREL SECTION AREA OF STEEL As(SQ. IN./FT.) 84" 37 96" 47 /20" 70 GENERAL NOTES DIMENSION "A" SHALL BE THE DIFFERENCE BETWEEN THE MANHOLE TOP ELEVATION AND THE FLAT TOP ELEVATION FOR TYPE "A" MANHOLE. DIMENSION "A" SHALL BE THE DIFFERENCE BETWEEN THE TOP MANHOLE ELEVATION AND THE TOP OF THE ECCENTRIC TRANSITION SECTION FOR TYPE "13" MANHOLE. DIMENSION "A" SHALL NOT EXCEED 2'-0" THE MINIMUM "A" SHALL BE 0'-9" UNDER PAVEMENT AND 1'-4" OUTSIDE THE PAVEMENT. WHEN RECONSTRUCTING OR ADJUSTING TO GRADE AN EXISTING MANHOLE, TYPE "A" OR "B', DIMENSION "A" MAY BE INCREASED TO 5'-0" MAXIMUM. IF THE RECONSTRUCTION WOULD REQUIRE AN "A" DIMENSION IN EXCESS OF 5'-0" THEN THE CONE SECTION OR THE FLAT SLAB TOP MUST BE RAISED AND THE 2'-0" MAXIMUM "A" DIMENSION WILL AGAIN APPL Y. DIMENSION "C" SHALL BE THE DIFFERENCE BETWEEN THE FLOWLINE ELEVATION SHOWN ON THE PLANS AND THE FLAT SLAB TOP ELEVATION WHEN SHOWN ON THE PLANS. ONE OR MORE PRECAST CONCRETE BARREL SECTIONS MAY BE PROVIDED TO OBTAIN THE REQUIRED HEIGHT. THE CONTRACTOR MAY PROVIDE ANY COMBINATION OF STANDARD LENGTH PRECAST CON- CRETE SECTIONS THAT WILL EQUAL OR EXCEED THE DIMENSION "C". IF ADDITIONAL LENGTH IS PROVIDED, THE LEVEL BLOCKS SHALL BE SET AT THE PROPER ELEVATION BELOW THE FLOW - LINE SO THAT THE FLAT SLAB TOP ELEVATION SHOWN ON THE PLANS SHALL BE OBTAINED. ALL ADDITIONAL MATERIAL OR WORK REQUIRED SHALL BE AT THE CONTRACTOR'S EXPENSE. DIMENSION "H" SHALL BE THE DIFFERENCE BETWEEN THE FLOWL/NE ELEVATION SHOWN ON THE PLANS AND THE MANHOLE TOP ELEVATION SHOWN ON THE PLANS. DIMENSION "T" SHALL BE THE THICKNESS OF BASE AND FLAT SLAB TOP WHICH SHALL BE A MINIMUM OF THE FURNISHING AND PLACING OF MANHOLE STEPS SHALL BE SUBSIDIARY TO THE MANHOLE. MATCH TOP INSIDE SURFACES OF THE PIPES COMING INTO THE MANHOLE WHENEVER POSSIBLE. THE MANHOLE BENCH SHALL COME UP TO 3/4 THE DIAMETER OF THE LARGEST PIPE AND SLOPE UP 3" TO THE SIDE. CONTOUR THE BENCH TO DRAIN. THE MINIMUM CLEARANCE OF REINFORCING STEEL SHALL BE 2 INCHES. BARREL DIAMETERS SHOWN ON THE PLAN ARE THE MIN/MUM DIAMETER THAT MAY BE USED AT EACH LOCATION. THESE DIAMETERS ARE BASED ON CENTER BARREL SECTIONS WHICH ARE USUALLY AVAILABLE FROM THE FABRICATOR. THE CONTRACTOR MAY PROVIDE BARREL SECTIONS OF LARGER DIAMETER THAN SHOWN ON THE PLAN. NO ADDITIONAL PAYMENT SHALL BE MADE FOR BARREL SECTIONS OF LARGER DIAMETER THAN SHOWN ON THE PLANS. EACH SECTION SHALL BE SET IN A FRESH BED OF MORTAR AND POINTED UP INSIDE AND OUT, OR A COLD FORMED JOINT MATERIAL CONFORMING TO FEDERAL SPECIFICATIONS SS -S-00210. THE CONTRACTOR MAY, AT HIS OPTION, CAST IN PLACE THE FIRST SECTION OF !HE MANHOLE WHEN THE STANDARD KNOCKOUTS ARE NOT AVAILABI E THE CONCRE 1E WALL THICKNESS AND REINFORCING STEEL AREA SHALL HE AS SHOWN 101? THE /315/'! (7/V! "H" DIME NSION /N CHART NO. 1 FOR MANHOLE TYPE "C". Mt MINIMUM 15 AND SS DIME NSION SI/Al 1 HE 01 5011 IClt NT DIMENSION 10 ACCOMMODATE PIPES E N 1 E !1/N(;' 1.1/1 111 SPE CTM WAI 1 1111 101' OF Il it (:ASI /N PI ACE SI ('I ION SIIAI L 111 1 ()UM! D 10 I HE SAME DIAMI 11 l( AS 111E lit SI'! ('EIV! PRE CAS 1 St (2110111‘ l/NI 1 SS SPE ('l1 11 1) IN 1111 1'! ANS, 1111 CONI /(!1('1(/1/ MAY 111 11 /(MIN/ 1111 111'1 M/1NII01 1 1(1 HE CONS R(/('I1 I). 1111 CON T/IA('1()11 MAY, /11 /11`; 01'1 ION, (/5I 1HANSI! ION SIl'IIONS 10 1111)1/('1 1111 /1/11/1/11 51/1 0/ 1111 MAN/101 / DEMI NS/ON "A " ('ANNO 1 / X('/ 1 1) ;!' ()" ()N 111/ 2(;"111.'“ 11 S/ (' 110N Wl ff N USING RI!l('K f OR 1111 I INAI. A1) /(l,ti I M1 N 1 01 1111 11 AN(;1 S1 CI ION, /1 0011111E ROW OF HRICK PI AS71 RI U 1/7" THICK /NSID1 AND 0(01 510111 RI (/51 0 EHE (RICK SHALL CONT ORM TO R101/!RIMIN15(/1 A,S.7 M. UE SI(;NATION "C.'(7.. PRECAST MANHOLE SECTIONS MAY HE SI 1 WITH E ETHER THF TONGUE END 11P OR THE GROOVE F NI) UP, REV. N° DATE - DESCRIPTION OF REVISION NEBRASKA DEPARTMENT OF ROADS STANDARD PLAN N° 435 MANHOLE APPROVED: APRIL 4, 1988 DATE OADWAY DESIGN ENGINEER • 0 10 INCH REINFORCED CONCRETE WA L L 9 /NCH REINFORCED CONCRETE WALL • 8 INCH REINFORCED CONCRETE WALL 5 /0 15 20 25 30 DIMENSION 11", "HI" , OR "H2" IN FEET 35 BASE AND TOP SLAB FOR RECTANGULAR MANHOLE \d SLAB THICKNESS IIY"I PRIMARY SLAB REINFORCING BAR SIZE a SPACING DISTRIBUTION REINFORCING BAR SIZE a SPACING 2.-6" TO 4-0 i" 81/2" N° 5 AT 5%" CTRS. N° 5 AT 1 I" CTRS. 5-0 TO 5-11. 9" N° 5 AT 5 CTRS. N° 5 AT 100 CTRS 6 - 0" TO 6' - II" 91/2" N° 5 AT 41/2" CTRS. 5FP 7' - 0" TO 7'- II" 10" N° 6 AT 5%2„ CTRS N° 6 AT ll" CTRS. 8' - O" TO 8'- II' II " N° 6 AT 5%2" CTRS. N° 6 AT 11" CTRS. 9' - 0" TO /0-0' 12" N° 6 AT 5" CTRS. 0� 0.47 ►� 81/2" 0.28 - 0.44 0.62 9" 9'1/2" 0.27 0.4/ 0.59 0.25 0.39 �' 10" 0.24 0.37 O. 53 1011/2" 0 23 0.35 . AQP O. 22 _ 0.34 0.48 II 1/2" 0.21 0.32 0.46 12 " 0.20 0.31 0.44 PP /0 15 20 25 30 DIMENSION 11", "HI" , OR "H2" IN FEET 35 10 /5 20 25 30 DIMENSION "H", "HI" , OR "H2" IN FEET 35 0.96 0.90 0.80 0.70 0.835 0.80 0.70 0.60 FOR HORIZONTAL WALL BARS OF REINFORCING 5 10 /5 20 25 30 DIMENSION "H", "HI " , OR "H21" IN FEET CHART N° 1 NOTES CHART NO. 1 SHALL BE USED TO DETERMINE THE WALL THICKNESS AND THE AMOUNT OF HORIZONTAL REINFORCING STEEL REQUIRED FOR A PARTICULAR VALUE OF "H"ANDA LONG SPAN DIMENSION "LS". TO USE THE CHART, LOCATE THE POINT OF INTERSECTION OF A VERTICAL "H" DIMENSION LINE WITH A SLOPING SPAN LENGTH LINE. FROM THIS POINTOF INTERSECTION, DRAW A HORIZONTAL LINE TO THE RIGHT TO FIND THE REQUIRED AMOUNT OF HORIZONTAL REINFORCING STEEL PER FOOT OF WALL HEIGHT. THE REQUIRED WALL THICKNESS WILL BE FOUND AT THE LEFT OF THE PARTICULAR CHART SECTION. EXAMPLE 1: GIVEN A MANHOLE WITH H = 13 FEET AND LONG SPAN LS = 6 FEET. FROM THE CHART FIND THAT AN 8 -INCH THICK WALL WITH 0.40 SQ. IN. /FT. OF REINFORCING STEEL IS REQUIRED. THE HORIZONTAL BARS MAY BE NO. 4 AT 6" SPACING OR NO. 5 AT 9" SPACING. (SEE TABLE NO. 4) EXAMPLE 2: GIVEN A MANHOLE WITH H = 19 FEET AND LONG SPAN LS = 7.5 FEET. NOTE THAT THE CENTER SECTION OF THE CHART MUST BE USED WHICH INDICATES THAT A 9 -INCH THICK WALL IS REQUIRED. ON THE VERTICAL LINE REPRESENTING H = 19 FEET, FIND A POINT MIDWAY BETWEEN THE 7 -FOOT AND 8 -FOOT SPAN LENGTH LINES. THE REQUIRED AMOUNT OF HORIZONTAL REINFORCING STEEL WOULD THEN BE READ AS 0.73 SQ IN./FT., WHICH COULD BE PROVIDED BY USING NO. 5 BARS AT 5" SPACING OR NO. 6 BARS AT 7" SPACING. (SEE TABLE NO. 4) THE WALL THICKNESS AND THE AMOUNT OF HORIZONTAL REINFORCING AS DETERMINED FROM THE CHART SHALL BE USED FOR ALL FOUR WALLS IN A PARTICULAR LIFT OR POUR. THE SAME WALL DESIGN MAY BE USED THROUGHOUT THE HEIGHT OF THE MANHOLE, OR A DIFFERENT WALL DESIGN FOR THE NEXT LIFT MAY BE DETERMINED 'BY REENTERING THE CHART WITH THE VALUES OF "H1" AND "LS" WALL DESIGN FOR ADDITIONAL LIFTS WOULD BE HANDLED IN THE SAME MANNER. WHEN DESIGNING A MANHOLE FROM CHART NO. 1. THE MINIMUM VALUE OF "H" SHALL BE 5 FOOT (FOR DESIGN PURPOSES ONLY). THE MINIMUM HORIZONTAL REINFORCING SHALL BE NO. 4 BARS AT 12" CENTERS AND THE MINIMUM WALL THICKNESS SHALL BE 8 INCHES. 35 2- N° 5 x 3"-0" DIAGONAL BARS, 8 REQ'D. LS t 2x Ti MANHOLE TELESCOP/C TYPE N i" A AA MIA i PIPE WALL THICKNESS -- A_ DISTRIBUTION BARS (SEE TABLE N° 5 ) D o-4 p -R AMA TOP SLAB DISTRIBUTION BARS -7 ( SEE TABLE N° 5) CONCRETE RISER PRIMARY SLAB BARS (SEE TABLE N° 5) DISTRIBUTION BARS (SEE TABLE N° 5) LIFT BARS AT CORNERS OF SLAB MANHOLE NON -TELESCOPIC TYPE r PR/MARY SLAB BARS (SEE TABLE N° 5 ) MANHOLE STEPS a 16" CTRS. HORIZONTAL WALL BARS (SEE CHART N° l) N'4 VERTICAL WALL BARS 7 CONCRETE BENCH • a c ► . CONCRETE RISER -� 1 0.1 FLOWLINE OF MANHOLE - LS WALL THICKNESS (SEE CHART N° L TYPE "C- . b' 1, l A L =• T2 1 WALL THICKNESS t 1" 2"C WALL THICKNESS t l TABLE N° 5 BASE AND TOP SLAB FOR RECTANGULAR MANHOLE AQP SLAB THICKNESS IIY"I PRIMARY SLAB REINFORCING BAR SIZE a SPACING DISTRIBUTION REINFORCING BAR SIZE a SPACING 2.-6" TO 4-0 i" 81/2" N° 5 AT 5%" CTRS. N° 5 AT 1 I" CTRS. 5-0 TO 5-11. 9" N° 5 AT 5 CTRS. N° 5 AT 100 CTRS 6 - 0" TO 6' - II" 91/2" N° 5 AT 41/2" CTRS. N? 5 AT 9" CTRS. 7' - 0" TO 7'- II" 10" N° 6 AT 5%2„ CTRS N° 6 AT ll" CTRS. 8' - O" TO 8'- II' II " N° 6 AT 5%2" CTRS. N° 6 AT 11" CTRS. 9' - 0" TO /0-0' 12" N° 6 AT 5" CTRS. N° 6 AT 10 CTRS 0.47 0.66 81/2" 0.28 - 0.44 0.62 9" 9'1/2" 0.27 0.4/ 0.59 0.25 0.39 0.56 10" 0.24 0.37 O. 53 1011/2" 0 23 0.35 . AQP O. 22 _ 0.34 0.48 II 1/2" 0.21 0.32 0.46 12 " 0.20 0.31 0.44 10 /5 20 25 30 DIMENSION "H", "HI" , OR "H2" IN FEET 35 0.96 0.90 0.80 0.70 0.835 0.80 0.70 0.60 FOR HORIZONTAL WALL BARS OF REINFORCING 5 10 /5 20 25 30 DIMENSION "H", "HI " , OR "H21" IN FEET CHART N° 1 NOTES CHART NO. 1 SHALL BE USED TO DETERMINE THE WALL THICKNESS AND THE AMOUNT OF HORIZONTAL REINFORCING STEEL REQUIRED FOR A PARTICULAR VALUE OF "H"ANDA LONG SPAN DIMENSION "LS". TO USE THE CHART, LOCATE THE POINT OF INTERSECTION OF A VERTICAL "H" DIMENSION LINE WITH A SLOPING SPAN LENGTH LINE. FROM THIS POINTOF INTERSECTION, DRAW A HORIZONTAL LINE TO THE RIGHT TO FIND THE REQUIRED AMOUNT OF HORIZONTAL REINFORCING STEEL PER FOOT OF WALL HEIGHT. THE REQUIRED WALL THICKNESS WILL BE FOUND AT THE LEFT OF THE PARTICULAR CHART SECTION. EXAMPLE 1: GIVEN A MANHOLE WITH H = 13 FEET AND LONG SPAN LS = 6 FEET. FROM THE CHART FIND THAT AN 8 -INCH THICK WALL WITH 0.40 SQ. IN. /FT. OF REINFORCING STEEL IS REQUIRED. THE HORIZONTAL BARS MAY BE NO. 4 AT 6" SPACING OR NO. 5 AT 9" SPACING. (SEE TABLE NO. 4) EXAMPLE 2: GIVEN A MANHOLE WITH H = 19 FEET AND LONG SPAN LS = 7.5 FEET. NOTE THAT THE CENTER SECTION OF THE CHART MUST BE USED WHICH INDICATES THAT A 9 -INCH THICK WALL IS REQUIRED. ON THE VERTICAL LINE REPRESENTING H = 19 FEET, FIND A POINT MIDWAY BETWEEN THE 7 -FOOT AND 8 -FOOT SPAN LENGTH LINES. THE REQUIRED AMOUNT OF HORIZONTAL REINFORCING STEEL WOULD THEN BE READ AS 0.73 SQ IN./FT., WHICH COULD BE PROVIDED BY USING NO. 5 BARS AT 5" SPACING OR NO. 6 BARS AT 7" SPACING. (SEE TABLE NO. 4) THE WALL THICKNESS AND THE AMOUNT OF HORIZONTAL REINFORCING AS DETERMINED FROM THE CHART SHALL BE USED FOR ALL FOUR WALLS IN A PARTICULAR LIFT OR POUR. THE SAME WALL DESIGN MAY BE USED THROUGHOUT THE HEIGHT OF THE MANHOLE, OR A DIFFERENT WALL DESIGN FOR THE NEXT LIFT MAY BE DETERMINED 'BY REENTERING THE CHART WITH THE VALUES OF "H1" AND "LS" WALL DESIGN FOR ADDITIONAL LIFTS WOULD BE HANDLED IN THE SAME MANNER. WHEN DESIGNING A MANHOLE FROM CHART NO. 1. THE MINIMUM VALUE OF "H" SHALL BE 5 FOOT (FOR DESIGN PURPOSES ONLY). THE MINIMUM HORIZONTAL REINFORCING SHALL BE NO. 4 BARS AT 12" CENTERS AND THE MINIMUM WALL THICKNESS SHALL BE 8 INCHES. 35 2- N° 5 x 3"-0" DIAGONAL BARS, 8 REQ'D. LS t 2x Ti MANHOLE TELESCOP/C TYPE N i" A AA MIA i PIPE WALL THICKNESS -- A_ DISTRIBUTION BARS (SEE TABLE N° 5 ) D o-4 p -R AMA TOP SLAB DISTRIBUTION BARS -7 ( SEE TABLE N° 5) CONCRETE RISER PRIMARY SLAB BARS (SEE TABLE N° 5) DISTRIBUTION BARS (SEE TABLE N° 5) LIFT BARS AT CORNERS OF SLAB MANHOLE NON -TELESCOPIC TYPE r PR/MARY SLAB BARS (SEE TABLE N° 5 ) MANHOLE STEPS a 16" CTRS. HORIZONTAL WALL BARS (SEE CHART N° l) N'4 VERTICAL WALL BARS 7 CONCRETE BENCH • a c ► . CONCRETE RISER -� 1 0.1 FLOWLINE OF MANHOLE - LS WALL THICKNESS (SEE CHART N° L TYPE "C- . b' 1, l A L =• T2 1 WALL THICKNESS t 1" 2"C WALL THICKNESS t l TABLE N° 5 BASE AND TOP SLAB FOR RECTANGULAR MANHOLE SHORT SPAN DIMENSION "SS" SLAB THICKNESS IIY"I PRIMARY SLAB REINFORCING BAR SIZE a SPACING DISTRIBUTION REINFORCING BAR SIZE a SPACING 2.-6" TO 4-0 i" 81/2" N° 5 AT 5%" CTRS. N° 5 AT 1 I" CTRS. 5-0 TO 5-11. 9" N° 5 AT 5 CTRS. N° 5 AT 100 CTRS 6 - 0" TO 6' - II" 91/2" N° 5 AT 41/2" CTRS. N? 5 AT 9" CTRS. 7' - 0" TO 7'- II" 10" N° 6 AT 5%2„ CTRS N° 6 AT ll" CTRS. 8' - O" TO 8'- II' II " N° 6 AT 5%2" CTRS. N° 6 AT 11" CTRS. 9' - 0" TO /0-0' 12" N° 6 AT 5" CTRS. N° 6 AT 10 CTRS N° 4 VERTICAL WALL BARS UNIFORMLY SPACED AT NOT TO EXCEED 16" CTRS. O 4 • -a- , • D N° 4 DOWEL BARS TO MATCH VERTICAL WALL BARS TYPICAL PIPE WALL THICKNESS PRIMARY SLAB BARS (SEE TABLE N° 5) WALL THICKNESS (SEE CHART N° I) I MITZI II 1 1 P111 r +F LSt2xT2t/2" BASE PR/MARY SLAB BARS (SEE TABLE N° 5) DISTRIBUTION BARS (SEE TABLE N° 5) SECTION A -A GENERAL NOTES FOR DEFINITIONS OF DIMENSIONS 'A'; "C" AND "H'; SEE SHEET 1 OF 3 FOR TYPE "C" MANHOLE, THE MAXIMUM VALUES OF "H" SHALL BE: • MAX. H = 17 FEET WHEN LS = 10 FEET MAX. H = 21 FEET WHEN LS= 9 FEET MAX. H=26 FEET WHEN LS =8 FEET MAX. H = 34 FEET WHEN LS = 7 FEET MAX. H = 35 FEET WHEN LS = 6 FEET • THE LONGER CLEAR SPAN "LS" OF THE WALLS, AS SEEN IN A HORI- ZONTAL SECTION, SHALL BE USED TO FIND A WALL DESIGN FROM CHART NO. 1. THE SHORTER CLEAR SPAN "SS" SHALL BE USED TO FIND A BASE AND TOP SLAB DESIGN FROM THE TABLE NO. 5. THE MINIMUM COVERING, MEASURED FROM THE FACE OF THE CON- CRETE TO THE SURFACE OF A REINFORCING BAR, SHALL BE 2 INCHES EXCEPT AS SeOWN. THE FURNISHING AND PLACING OF MANHOLE STEPS SHALL BE SUB- SIDIARY TO THE MANHOLE. THE TOP SLAB MAY BE CAST -IN-PLACE OR PRECAST, BUT IF IT IS PRECAST, IT SHALL BE SET IN A FRESH BED OF MORTAR AND POINTED UP INSIDE AND OUT. FOR RISER AND BENCH DETAILS NOT SHOWN, SEE SHEET 1 OF 3. THE MINIMUM ''LS" AND "SS" DIMENSION SHALL BE 2'-6" FOR MAN- HOLES WITH "H" LESS THAN 6 FOOT AND SHALL BE 4'-O" FOR MANHOLES WITH "H" GREATER THAN 6 FOOT. WHEN "LS" AND "SS" DIMENSIONS ARE NOT SPECIFIED ON THE PLANS, THE DIMENSIONS SHALL BE OF SUFFICIENT DIMENSION TO ACCOMMODATE PIPES ENTERING THE RESPECTIVE WALL. A MIN/MUM OF 6" SHALL BE MAIN- TAINED BETWEEN THE INSIDE CORNER OF THE MANHOLE AND THE OUTER SHELL OF AN ENTERING PIPE, AND BETWEEN OUTER SHELLS OF PIPE ENTER/NG THE SAME WALL. TABLE N24 CROSS SECTIONAL AREAS IN SQUARE INCHES OF BARS IN WALL SECTIONS ONE FOOT HIGH HORIZONTAL WALL BARS (SEE CHART N° 1) -'--2" CLEAR TYPICAL LS BAR SIZE N2 4 D N° 4 DOWEL BARS TO MATCH VERTICAL WALL BARS TYPICAL PIPE WALL THICKNESS PRIMARY SLAB BARS (SEE TABLE N° 5) WALL THICKNESS (SEE CHART N° I) I MITZI II 1 1 P111 r +F LSt2xT2t/2" BASE PR/MARY SLAB BARS (SEE TABLE N° 5) DISTRIBUTION BARS (SEE TABLE N° 5) SECTION A -A GENERAL NOTES FOR DEFINITIONS OF DIMENSIONS 'A'; "C" AND "H'; SEE SHEET 1 OF 3 FOR TYPE "C" MANHOLE, THE MAXIMUM VALUES OF "H" SHALL BE: • MAX. H = 17 FEET WHEN LS = 10 FEET MAX. H = 21 FEET WHEN LS= 9 FEET MAX. H=26 FEET WHEN LS =8 FEET MAX. H = 34 FEET WHEN LS = 7 FEET MAX. H = 35 FEET WHEN LS = 6 FEET • THE LONGER CLEAR SPAN "LS" OF THE WALLS, AS SEEN IN A HORI- ZONTAL SECTION, SHALL BE USED TO FIND A WALL DESIGN FROM CHART NO. 1. THE SHORTER CLEAR SPAN "SS" SHALL BE USED TO FIND A BASE AND TOP SLAB DESIGN FROM THE TABLE NO. 5. THE MINIMUM COVERING, MEASURED FROM THE FACE OF THE CON- CRETE TO THE SURFACE OF A REINFORCING BAR, SHALL BE 2 INCHES EXCEPT AS SeOWN. THE FURNISHING AND PLACING OF MANHOLE STEPS SHALL BE SUB- SIDIARY TO THE MANHOLE. THE TOP SLAB MAY BE CAST -IN-PLACE OR PRECAST, BUT IF IT IS PRECAST, IT SHALL BE SET IN A FRESH BED OF MORTAR AND POINTED UP INSIDE AND OUT. FOR RISER AND BENCH DETAILS NOT SHOWN, SEE SHEET 1 OF 3. THE MINIMUM ''LS" AND "SS" DIMENSION SHALL BE 2'-6" FOR MAN- HOLES WITH "H" LESS THAN 6 FOOT AND SHALL BE 4'-O" FOR MANHOLES WITH "H" GREATER THAN 6 FOOT. WHEN "LS" AND "SS" DIMENSIONS ARE NOT SPECIFIED ON THE PLANS, THE DIMENSIONS SHALL BE OF SUFFICIENT DIMENSION TO ACCOMMODATE PIPES ENTERING THE RESPECTIVE WALL. A MIN/MUM OF 6" SHALL BE MAIN- TAINED BETWEEN THE INSIDE CORNER OF THE MANHOLE AND THE OUTER SHELL OF AN ENTERING PIPE, AND BETWEEN OUTER SHELLS OF PIPE ENTER/NG THE SAME WALL. TABLE N24 CROSS SECTIONAL AREAS IN SQUARE INCHES OF BARS IN WALL SECTIONS ONE FOOT HIGH SPACING BAR SIZE N2 4 - N2 5 N2 6 5" 0.46 0.74 1.06 511/2" 0.44 0.68 0.96 6 " 0.40 0.52 0.88 6%2" 7" 7/2" 8 " 0.37 0.57 0.81 O.34 0.53 0.75 0.32 0.50 0.70 0.30 0.47 0.66 81/2" 0.28 - 0.44 0.62 9" 9'1/2" 0.27 0.4/ 0.59 0.25 0.39 0.56 10" 0.24 0.37 O. 53 1011/2" 0 23 0.35 0.50 I1 " O. 22 _ 0.34 0.48 II 1/2" 0.21 0.32 0.46 12 " 0.20 0.31 0.44 REV. N° DATE DESCRIPTION OF REVISION NEBRASKA DEPARTMENT OF ROADS STANDARD PLAN N° 435 MANHOLE APPROVED: APRIL 4. 1988 DA TE OADWAY DESIGN ENGINEER 3/"x 4"x 6" ANCHOR LUGS (FOUR THUS, 4%2" BELOW TOP OF FRAME) SLOT FOR FLANGE BOLT c SEAL FOR LUG COVER CASTING (ONE ONLY) /s 3/" x 3/" x 6" ANCHOR LUG (FOUR THUS, 6% ' BELOW TOP OF FRAME) HALF TOP VIEW o%" SEAT FOR LUG ON COVER CAST/NG fir+— MACHINE FINISHED SEAT - qx 4X 6" ANCHOR LUG 5/" -- SECTION C - C FRAME –SLOT FOR FLANGE BOLT (FOUR THUS) DURING PAVEMENT CONSTRUCTION, FRAME CASTING TO BE TEMPORARILY HELD IN POSITION BY BOLTING TO FLANGE CASTING. BOLTS TO BE REMOVED AFTER CONCRETE HAS HARDENED FLANGE FILLETS (FOUR THUS) HOLES FOR1/2" 0 BOLTS (FOUR THUS) 3/„R I DIA BOSSES FOR NUTS (FOUR THUS) HALF TOP VIEW HOLES FOR %2 " 0 BOLTS TOP OF PRECAST CONCRETE TOP SECTION SECTION B - B FLANGE TYPE I DETAILS OF FRAME AND FLANGE TELESCOPIC TYPE (CAST IRON) VAR -3" MAX %8 n.1110- 26" 24/8" 24" 34' MIN. SECTION TYPE II DETAILS OF FRAME NON -TELESCOPIC TYPE (CAST IRON) 2'-2" 3/ %2" GRADE 60 STEEL REINFORCEMENT r— TOP OF PRECAST CONCRETE TOP SECTION SEAT FOR MANHOLE COVER 3 0%" SECT ION TYPE III DETAILS OF RING NON- TELESCOPIC TYPE (CAST IRON) 2 -2 0 143 2 -I/- 6 --r-- SECTION ADJUSTING RINGS MAY BE USED IN ORDER TO OBTAIN THE REQUIRED ELEVATION OF EITHER NEW OR EXISTING MANHOLES. THE RINGS ARE SUBSIDIARY TO BUILD MANHOLE, ADJUST MANHOLE TO GRADE OR RECONSTRUCT MANHOLE. THE ADJUSTING RINGS SHALL BE HELD RIGIDLY TO THE FRAME AND TO EACH OTHER BY USE OF FOUR SET SCREWS IN THE BEARING LEG OF THE RING. ADJUSTING RINGS MAY BE USED TO A MAXIMUM HEIGHT OF 12 INCHES. THE CONTRACTOR SHALL INSPECT THE CONDITION AND VERIFY THE DIMENSIONS OF EXISTING MANHOLE PRIOR TO USING an i‘ STING RINGS. DETAILS OF ADJUSTING RING 3"M/N. 150 SECTION D -D D-� /03/4„ /2' STEPS AT 16" CTRS. DETA ILS OF POLYPROPYLENE ENCAPSULATED STEEL ROD STEP (ALTERNATE DESIGN) • _i STEPS AT 16" CTRS. 3/' 41 SECTION E - E . PLAN END ELEVATION DETAILS OF CAST IRON STEP (ORIGINAL DESIGN) HALF PLAN 3F COVER 4 "0 HOLES A HALF PLAN OF UNDERSIDE OF COVER cnt i 2-/ 4 HALF PLAN SECTION A -A DETAILS OF COVER (CAST IRON) 1/6 GENERAL NOTES TYPE 1 AND II ASSEMBLIES NORMALLY USED IN PAVEMENT TYPE DI ASSEMBLY IS NORMALLY USED OUTSIDE OF PAVEMENT FOR TYPE A COVER (STORM SEWER), USE DETAILS AS SHOWN FOR TYPE B COVER (SANITARY SEWER), OMIT 4" o HOLES IN COVER WEIGHTS (CAST IRON) TYPE A COVER.. 225 POUNDS TYPE 8 COVER 230 POUNDS FRAME (TYPE I) 260 POUNDS FLANGE (TYPE 1) 95 POUNDS FRAME (TYPE II) 275 POUNDS RING FOR COVER (TYPE IIT) 120 POUNDS REV. N° DATE DESCRIPTION OF REVISION NEBRASKA DEPARTMENT OF ROADS STANDARD PLAN N° 435 MANHOLE APPROVED APRIL 4, 1988 DA TE OADWAY DESIGN ENGINEER • LIFT BAR BAF? G - co -BAR D -LIFT BAR BAR E BACK COVER LONGITUDINAL PIPES i 1 BAR C -BAR G BAR G BAR A PLAN DETAILS OF INLET COVER -BAR E 1, 410" 11 LOCATION OF BACK WALL WHEN LONGITUDINAL PIPES ARE NOT USED. BACK OF CURB cot GUTTER LINE WARP GUTTER TO FIT TEMPLATE 5'-0" TOP OF CURB -\ c30"MAX. <-1) PLAN y=4'-0" 11 -611. - TOP 1-61l 16"(TYPICAL) THROAT OPEN/NG 1 1! 5" n -4-- 8 8 TRANSVERSE PIPE WARP GUTTER TO FIT TEMPLATE 11-6" 51-0" LIMIT OF GUTTER DEPRESSION 41-0" 811 FRONT ELEVATION LIFT BAR- N N BAR G - -BAR D BAR C ADDITIONAL LIFT BAR FOR OPENINGS OVER 8'-0" BAR 8 -LIFT BAR co N BAR E BACK COVER BAR G- -BAR A PLAN DETAILS OF INLET COVER BAR E 41-011 11 -BAR F LONGITUDINAL PIPES ANCHOR BAR LOCATION OF BACK WALL WHEN LONG/TUOINAL PIPES ARE NOT USED. \- ANCHOR BAR 8" 2'-l0" 1'-10" /0' ANCHOR BAR 11 CO co O BACK OF CURB PLAN WARP GUTTER TO FIT TEMPLATE TRANSVERSE PIPE Y = 6'-0" TO 18'-0" GUTTER LINE WARP GUTTER TO FIT TEMPLATE 51-0" I -6" TOP OF CURB THROAT OPENING 5" 2'-0" 511 ii /1 6" 51-0" LIMIT OF GUTTER DEPRESSION " MAX. l6" (TYPICAL)__- DETAILS OF CURB INLETS 8" 4'-0" 811 FRONT ELEVATION DATA FOR CURB -- REINFORCING BAR SCHEDULE FOR CURB INLETS Y=10r-0n r rr Y=12-0 r u Y=14-0 r rr Y=16-0 r u Y=18-0 BAR SIZE X® (MIN.) Y=4,-0 ,r Y=6r-0 rr Y=8r-0rr ' SHAPE NO. LENGTH NO. LENGTH NO. LENGTH NO. LENGTH NO. LENGTH NO. LENGTH NO. LENGTH NO. LENGTH A 8 STR. 3 61-9" 3 8' i 9" 3 /0'- 9" 3 /2'- 9" 3 141-9" 3 161-9" 3 181-9" 3 20'- 9" B 6 STR. - - 2 I 4' -IO" 2'-0" 2 1 6'-70" 2'- 0" 2 1 8'-10" 21- 0" 2 I !0'-10." 2'- 0" 2 ! 12'-10" 2'-0" 2 1 14'-10" 21-0" 2 I /6'-10" 2'- 0" C 6 STR. 3 2'- 0" 0 6 STR. I 5- l ! 5 l11 / I./ 51--:`1" I ✓ /11 1 51- 1 ! 51-1" I 51-1" I 5'-l E 5 BENT 6 1 -01 41-0" 6 41-011 6. 41--O11 6 4, -011 6 4 -01 6 1-011 41- 0" 6 1-011 41- 0" 6 1-01 41- 0" F 5 BENT - - 3 2'-7" 6 21-7" 8 21-7" 11 2'- 7" 13 2'-7" 16 2'-7" 18 2'- 7" G 5 BENT 5 /1-7" 4 /'-7,1 4 11-7" 4 11-7" 4 11-7" 4 11-7,1 4 /,-711 4 /1-71, H 4 BENT - - 10 W+4'-0" 10 W+4'-0" 10 W+4'-0" 10 W+4' -O" 10 W+4'-0" 10 W+41-0" 10 W+4'-0" J 4 STR. - - - - - - - - - - - 2 21-2" 2 21-2" 2 2'-2" 4 /'-911 - 4 11-911 4 11-9,1 K 4 STR. - - - - - - - - - LIFT 4 BENT VAR. 21-6" VAR. 2'-6" VAR. 2'-6" VAR. 2'-6" VAR 2'-6" VAR. 2'-6" VAR. 2'-6" VAR. 2'-6" M 4 STR. VAR. 51-1" VAR. 5'-I" VAR. 51-1" VAR. 51-I" VAR 5'-/" VAR. 5'-1" VAR. 51-1" VAR. 51-1.11 N 4 STR. . 8 8-3" 8 8-3" 8 8-3" 8 8-3" 8, 8-3" 8 8-3" 8 B-3" 8 B-3" 395 6 0.576 6.7 4'-6" 4'- 3" co O BACK OF CURB PLAN WARP GUTTER TO FIT TEMPLATE TRANSVERSE PIPE Y = 6'-0" TO 18'-0" GUTTER LINE WARP GUTTER TO FIT TEMPLATE 51-0" I -6" TOP OF CURB THROAT OPENING 5" 2'-0" 511 ii /1 6" 51-0" LIMIT OF GUTTER DEPRESSION " MAX. l6" (TYPICAL)__- DETAILS OF CURB INLETS 8" 4'-0" 811 FRONT ELEVATION DATA FOR CURB -- INLETSW ADDITIONAL QUANTITIES PER ONE FOOTINC ASE OF DIMENSION DIA. DIMENSIONS QUANTITIES OF LONGIT PIPE X® (MIN.) A® 8 C CONCRETE , CU. YDS.® REINFORCING STEEL , LBS. NO M BARS CONCRETE CU. YOS. REINF. ST L. LBS® 0OF Y= 4'- Y =6' Y=81 Y=10' Y=121 Y=14' Y 6' Y=18 Y=4" Y=6' Y=8' Y=101 Y=12' Y=14' Y=16' Y=18' - 3'-I1" 2-5 - 2'-9" 2'-0" 2.03 2.36 2.71 3.06. 3.41 3.94 4 13 4.7 / 1 ! 3 175 202 231 259 289 316 344 NONE 0.383 6.7 /33 /86 216 245 274 310 340 364 3 0.459 6.7 12" 2'-11 " 4'-0" l'-7" I '-9" !'-0" 2.12 2.47 2.8/ 3.15 3.49 3.86 4 20 4.54 .136 /93 221 250 257 277 312 342 370 3 0.473 6.7 /5" 31-2" 4'-3" I '-11" 21-0" 1'-3" I-6"2.58 2.35 2.67 3.02 3.37 3.72 4.12 4 47 4.83 349 376 4 0.490 6.7 18" 3'-5" 4'-7" 2'-2" 2'-3" 2.91 3.25 3.6 / 3.964.35 4.70 5.05 /41 200 228 284 3 /8 144 203 231 260 287 322 352 379 4 0.5.04 6.7 21" 3'- 8" 4'-1I" 2'-6" 2'-6" I '- 9" 2.8 / 3.14 3.48 3.84 4.19 4.59 4.94 5.29 24" 3'-I1" 5'-2" 21-9" 21-9" 21-0" 3.04 3.37 3.71 4.06 4.42 4.95 5.33 5.72 148 2/0 238 267 294 324 35/ 379 5 0.5/8 6.7 27" 4'-2 51-6" 3 1 I " 3-0' 21-3" 3.29 3.62 3.96 4.3 1 4.67 5.20 5.58 5.97 150 213 241 270 297 327 354 382 5 0.532 6.7 30" 41-51" 51-91 31-41 31-31 2'-6" 3.52 3.85 4.20 4.55 4.90 5.43 5.82 6.21 151 2/7 244 273 301 33 ! 358 385 5 0.547 6.7 36" 4'-11" 61-4" 31-11" 3'-9" 31-0" 4.04 4.37 4.72 5.07 5.42 5.95 6.34 6.72 158 226 254 283 310 340 368 395 6 0.576 6.7 4'-6" 4'- 3" 3-6" 4.58 4.9 1 5.26 5.6 I 5.96 6.49 6.88 7.27 r /64 236 264 293 320 350 378 405 7 0.605 6.7 _ 42" 51-5" 6'-!!" 48" 51-11" 7'-6" 51- / 11 41-911 4'-0" 5.16 5.49 5.84 6.19 6.54 7.07 7.46 7.84 !7/ 246 274 303 330 360 387 4 15 _ 8 0.634 6.7 54" 6'-5" 81-1" 5'-8" 5'-3" 4'-6" 5.76 6.09 6.44 6.79 7.14 7.67 8.06 8.45 174 180 253 280 309 337 367 394 421 431 8 0.663 6.7 9 0.691 6.7 60" 61 -II" 8'- 8" 6"-3" -9" 51-0" 6.39 7.05 6.72 7.38 7 07 7.73 7.42 8.08 7.77 8.43 8.30 8.69 9.08 262 290 3 / 9 346 376 404 8.96 9.35 9.74' 187 272 300 329 356 386 4/4 44 / 10 0.720 6.7 66" 71-5" 91-3" 6'-l0" 6'-3" 57-6 _ T= 9" EXCEPT FOR THE FOLLOWING io T = 6"FOR 61-0" TO 181-0" OPENINGS WHEN X=21-1/" THRU 3'-l" T=11-6" FOR /4'-O" TO 18'-0" OPENINGS WHEN X=31-2" THRU 71-5" Ci • DATA FOR CURB INLETS (RADIUS TYPE), SEE SHEET 2 OF 2 O2 • "X" SHALL NOT EXCEED 7'-6" O3 • "A" SHALL NOT EXCEED 10'-O" NO DEDUCTIONS WILL BE MADE FOR PIPE OPENINGS. • NOT APPLICABLE WHERE Y= 41-0" DIAMETER OF PIPE AND MINIMUM "X"IN THIS INLET DATA TABLE ARE BASED ON THE LONb!- TUDINAL PIPE. DEPTH OF THE INLET MAY BE GOVERNED BY THE TRANSVERSE PIPE (MINIMUM "D". TRANSVERSE PIPE DIAMETER PLUS 9"). REINFORCING BAR BENDING DIAGRAM FOR CURB INLET BAR E BAR F BAR G BAR H W= D -(6"+T) 7" 215" -1 7" / 1 01, "7\17 17 2'-0" i !1 SLOPE VARIES (ADJUST IN FIELD) 8" THICK CONCRETE WALL LOCATED AT MID -POINT (Y/2) OF INLET OPENING. SECTION FOR 141-01;161-0" & 18=•0""INLET OPENINGS DETAILS OF MID -POINT COVER SUPPORT NOTES THE MINIMUM COVERING, MEASURED FROM THE FACE OF CONCRETE TO THE SURFACE OF ANY REINFORCING BAR, SHALL BE 1Y INCHES. THE QUANTITIES OF CONCRETE AND STEEL FOR CURB INLET INCLUDES THAT PORTION OF CONCRETE AND STEEL BELOW AND BACK OF THE CURB SECTION AS SHOWN ON THIS PLAN. THE CONCRETE COVERS MAY BE CAST IN PLACE OR PRECAST. THE CAST IRON COVERS AND FRAMES SHALL BE GREY IRON CONFORMING TO THE SPECIFICA- TIONS. CAST IRON STEPS SHALL BE INSTALLED IN CURB INLETS AND JUNCTION BOXES WHEN THE "X" DIMENSION IS 4'-6" OR GREATER. THE FURNISHING AND PLACING OF CAST IRON STEPS SHALL BE SUBSIDIARY TO THE ITEM FOR WHICH DIRECT PAYMENT IS MADE. THE GUTTER DEPRESSION TEMPLATE SHALL BE USED THROUGHOUT THE THROAT OPENING. CLASS OF CONCRETE AND MINIMUM COMPRES- SIVE STRENGTH AND TYPE OF STEEL FOR REINFORCING BARS SHALL CONFORM TO THE DEPARTMENT OF ROADS' "STANDARD SPECI- FICATIONS PECI- FICATIONS “31R HIGHWAY CONSTRUCTION." R4 JUN 86 T DIMENSION REVISED R3 OCT 82 DATA TABLE & NOTE CHANGES R2 NOV 8/ DATA & QUANTITY TABLES R/ MAY 8/ MULTIPLE REVISIONS REV. N° DATE DESCRIPTION OF REVISION NEBRASKA DEPARTMENT OF ROADS STANDARD PLAN N° 443-R4 CURB INLETS AND JUNCTION BOX APPROVED MAY 1, 1981 DATE OADWAY DESIGN ENGINEER LIFT BAR 1 BAR J N 51-4" 8'-/0" 11 I r I BARF BARE LIFT BAR -BAR D LIFT BAR • BAR G BAR A- - BAR K LBAR-C PLAN DETAILS OF INLET COVER 5,-4" 8" 4,-0," 11 BAR B ANCHOR BAR ANCHOR BAR 10" AR10" 11 21-10" 1 11 LONGITUDINAL PIPES m TANGENT OPENING INLETS OF 4 FOOT AND 6 FOOT ARE ALLOWABLE ON RADII OF 25 FOOT OR GREATER (USE QUANTITIES SHOWN ON SHEET /0F2) THE MINIMUM R FOR RADIUS TYPE SHALL BE 50 FOOT. WARP GUTTER TO FIT TEMPLATE 5i-0" TOP OF CUR B --\ LOCATION OF BACK WALL WHEN LONGITUDINAL PIPES ARE NOT USED 11 11 0 ANCHOR BAR -1 -J -- /'-6" 511 2, 0" 5„ TRANSVERSE PIPE PLAN /2'-0" GUTTER LINE WARP GUTTER TO FIT TEMPL THROAT OPENING LIMIT OF GUTTER DEPRESSION l6"(TYPICAL)-- -30""MAX. r -1 J' 5'.0" TOP OF CURB --� 8" 4'-O" 8" FRONT ELEVATION k. T= 9" EXCEPT FOR THE FOLLOWING T=6"WHEN X=2' -I1" THRU 3'-l" DETAILS OF CURB INLET (RADIUS TYPE) DATA FOR CURB INLET (RADIUS TYPE) DIAM. OF LONGI T. DIMENSIONS QUANTITIES ADDITIONAL QUANTITIES PER ONE FOOT INCREASE OF DIMENSION "X" X A B C D CONCRETE CU. YDS. REINFORC. STEEL LBS.C.Y.PIPE CONCRETE - C. RE. STEEL -LBS. - 31 -I l'I l/ 2 -5 4-017 - l'- 7" 2'.-9' I '-9" 2I 0 I'-0" 3.60 3.45 354 366 0.383 0.459 6.7 6.7 12" 21-11" 15" 3' 277- 4'-3" I'- I l" 2'-0" 1'-3" 3.92 369 0.473 6.7 18" 3'-.5" 4'-7" 2'-2" 2'-3" l'-6" 4.16 376 0.490 6.7 2/" 3.-8" 4.-11" 2'-6" 2'-6" 1'- 9" 4.39 380 0.504 6.7 24" 31-11" 5' 2" 2'-9" 2'-9" 1 3'-0' 2'-O" 4.62 383 0.518 6.7 27" 11 4' 2 5-I 6 11 � 3l - l I 1 2-3' 2'-6" 4.87 5.10 386 393 0.532 6 . 7 30" 4'-5" 5'-9" 3'-4" 3'-3" 0.547 6.7 36" 4'II" 6'-4" 3' -II" 3'-9" 3'-0" 5.62 6.17 403 412 0.576 6.7 42 5'-5" 6'-/I" 4'-6" 4'-3" 3'-6" 0.605 6.7 48" 5'-11" 7"-6" 5'- I" 4.-9" 4.-0" 6.74 419 0.634 6.7 NO DEDUCTIONS WILL BE MADE FOR PIPE OPENINGS. LOCATION OF BACK WALL WHEN LONGITUDINAL PIPES ARE NOT USED B ANCHOR BAR DIAMETER OF PIPE AND MINIMUM "X" IN THIS INLET DATA TABLE ARE BASED ON THE LONGITUDINAL PIPE. DEPTH OF THE INLET MAY BE GOVERNED BY THE TRANS- VERSE PIPE (MINIMUM D = TRANSVERSE PIPE DIAMETER PLUS 9 INCHES.) BACK COVER 2'- 11 1,_0ll (VAR/ES,RAD/US TYPE INLET) I(VARIES, RADIUS TYPE INLET) 3'-3" T TEMPLATE -TRANSVERSE PIPE 2- BAR H 1 1 8" -:---CO I ; co' =40 '- „ ;\�� � =\ :K 8 T.9" FOR 61-0" TO l2'-0" OPENINGS a l'-6"FOR 14'-0" TO l8'-0" OPEN/NGS TYPICAL SECTION OF INLETS BAR M(9"APPROX CTR,. 6" SECTION BAR N (4) 83/4" C TRS. 5,-411 PLAN DETAILS OF BACK COVER 6,l DETAILS OF LIFT BAR REINFORCING BAR SCHEDULE FOR CURB INLET (RADIUS TYPE) BAR SHAPE NO. SIZE LENGTH A SLOPE (FT/FT) 3 8 14'-9" 0.04 B 0.06 l 8 15'- 0" l0%6 C 95/8 / 8 l0'6" J 0.31 D 1 .33 2 6 I0'-9" l .47 E 0.36 4 6 2'-O" 0.39 F I.76 l 6 5'-/" G VAR` �°2 -5'I `ff 6 5 VARIES r 1 l 1 i H o /2 1%8 /0 4 VAR/ES 12.-0 J VAR. 4 5 VARIES t o: K VAR. - F...------..-1 /2 5 VA RIES ,L\°/"'-0,1 I LIFT M SEE DETAIL VAR 4 2'-6" VAR. 4 5'- l " N 8 4 B-3" . A CO 41/2" 0 O TP.T 2-0" 6 3-C" 4 5-0' PAVING CROSS SIZE Y x Y I X = 2'--6" ADDITIONAL QUANTITIES OF CONCRETE (CU. YDS.) PER ONE FOOT INCREASE OF DIMENSION ""X"'n CONCRETE REINFORC. STEEL LBS. CU. YDS. SLOPE (FT/FT) 0.0/ 0.02 0.03 0.04 0.05 0.06 H /O%6 /04,0 l0%6 9%8 95/8 9%6 DETAILS OF GUTTER DEPRESSION TEMPLATE PICK HOLE (OPTIONAL) HATCHED SURFACE /0" 3 1'- 11" TOTAL WEIGHT = /25 LBS. DETAILS OF CAST IRON COVER AND FRAME PLAN SECTION B -B /0" FRONT ELEVATION STEPS TO BE PLACED AT 16" CENTER DETAILS OF CAST IRON STEPS A J 3/4" HOLE PLAN COVER GROUT srn r-' N°4 ANCHOR BAR - (ANCHOR BAR MAY BE CAST IN PLACE OR PLACED IN 3/4" MAX. DRILLED HOLE) SECTION A- A DETAILS OF ANCHOR BAR N°4 BARS QUANTITIES FOR JUNCTION BOX SIZE Y x Y I X = 2'--6" ADDITIONAL QUANTITIES OF CONCRETE (CU. YDS.) PER ONE FOOT INCREASE OF DIMENSION ""X"'n CONCRETE REINFORC. STEEL LBS. CU. YDS. 2'-0""x 21-0" 0.94 /5 0.26 2'0"x2'-6"" 1.06 18 0.27 2'-.0" x 3'- O" l .18 23 0.3 / 2'-6"x 2'- 6" l .20 19 0.31 2'-6"x 3'-0" 1 .33 22 0.34 3'-0"x 3'-0" l .47 29 0.36 .3'-0"x .3'-6" I .6 I 30 0.39 3'0"x4'0" I.76 34 0.4I - NO DEDUCTIONS WILL BE MADE FOR PIPE OPEN/NGS 1 DIMENSION 'X"SHALL NOT EXCEED 5'-6" N° 4 BARS C Y/+ /1-4" 9" PLAN Y-2"OR YI -2" 11 4" MAX. 210" 30 "MAX. 16 " (T YP/CAL ) C YORY1 8" SECTION C - C DETAILS OF JUNCTION BOX (NOT FOR USE UNDER TRAFFIC) R4 JUN 86 T DIMENSION REVISED R3 OCT 82 DATA TABLE B NOTE CHANGES R2 NOV 8/ DATA &QUANTITY TABLES MAY 8/ MULTIPLE REVISIONS REV. N9 DATE DESCRIPTION OF REVISION NEBRASKA DEPARTMENT OF ROADS STANDARD PLAN N° 443-R4 CURB INLETS AND JUNCTION BOX APPROVED: MAY 1, 1981 DATE ROADWAY DESIGN ENGINEER THE FIRST ROLL OF MATERIAL SHALL BE LAID DOWN THE CENTER OF THE DITCH SEE NOTE 2 SEE DETAIL A-4 SEE DETAIL A-5 SEE DETAIL A-6 DITCH • PAT ASH INC. - LINCOLN 3824 10' INSTALLATION ROADWAY A. . SEE DETAIL A-4 SEE DETAIL A-5 SEE DETAIL A-6 SEE DETAIL A-2 SEE DETAIL 8-I FORESLOPE BACKSLOPE INSTALLATION TYPICAL CROSS-SECTION 4' STR/P (TYPICAL) • • • 4' STRIP (TYPICAL ) • 1 • • • • • r�. I • {•� I { I 1.H I { • • • • • • • • • • I • I 4 I • I +1 • • • • • • • • • DETAIL A-6 • PLAN VIEW STAPLING DIAGRAM STAGGER SPLICE JOINTS WIRE STAPLES it. TOP OF BACKSLOPE ANCHOR FOLD fi Aor * *TAMP SOIL FIRMLY , 6 DETAIL A-1 SHOULDER TIE IN DETAIL DETAIL B-1 Ct. ROADWAY SOIL RETENTION MAT TO EDGE OF SURFACED SHOULDER OR ROADWAY SHOULDER INSTALLATION SPLICE JOINT TYPICAL DITCH EDGE DETAIL 3" DIRT OVERLAY DO NOT TRENCH DETAIL A-2 DETAIL A-3 DETAIL A-4 TERMINUS FORESLOPE & BACKSLOPE AT DITCH - INTERSECTION ii%moi/ 2i/ DETAIL A-7 DETAIL A-5 LAP JOINT DIRECTION OF FLOW TYPICAL SOIL RETENTION MAT INSTALLATION NOTES: I. DETAILS SHOWN ON THIS SHEET ARE FOR WOOD EXCELSIOR BLANKET 2. SOIL RETENTION MATERIAL SHALL BE LAID A MINIMUM OF ONE FOOT UP THE BACKSLOPE AND FORESLOPE 3. ON BACKSLOPE AND FORESLOPE SHOULDER INSTALLATION, THE CONTRACTOR MAY LAY THE MATERIAL PARALLEL TO THE SLOPE IF THE SLOPE IS 25' IN LENGTH OR LESS, OTHERWISE THE MATERIAL"` SHALL BE LAID PERPENDICULAR TO THE FLOW IN THE DITCH DETAIL A-6 r RI AUG. 81 BACKSLOPE DETAILS REV. N°• DATE DESCRIPTION OF REVISION NEBRASKA DEPARTMENT OF ROADS STANDARD PLAN N2 501-R1 EROSION CONTROL APPROVED: AUGUST 19, 1981 DAT E OADWAY DESIGN ENGINEER SIGNAL HEAD CONFIGURATIONS "TS — DENOTES "TRAFFIC SIGNAL" ASSEMBLY "PS" - DENOTES "PEDESTRIAN SIGNAL" ASSEMBLY NUMBERAL — INDICATES NUMBER OF SIGNAL HEADS PER ASSEMBLY SUFFIX "P" (TS -41-0P) DENOTES OPTICALLY - PROGRAMMED SIGNAL ASSEMBLY TS -1 PS -1 111 11 TS -2 PS -2 TS -3 11111111111111111111111111111111111 TS -3 (ALTERNATE) PS -3 1 TS -4 TRAFFIC SIGNAL PLAN SYMBOLS EXISTING PROPOSED DESCRIPTION IN 41•1111111=111111111119 IMO 11111111MMED 11111111111111111111111, .1111111.11•11•110 4•1•1111MINIMMO L J I I 0 ppb -_ .-no. onus mom - Lit'-- Ea -i 0 0 DENOTES TRADE SIZE ammo .. mom ..momm.(DB) iliMMENNIMINIMID 4=0 41=11•111•111111111.11 MED 1111MM•1111111 4•111•11111111111111111111•111 1111011111111.1•111111100 LOOP SIZE.._L0 x .0110 0•1111. AMMO .M111. NINO ONO 11•MM 4.1110 IIIMMIP 01=0 AND •••1110 PPB [Z3 • 1:% 0 O ANCHOR GUY 01-1 f SPARE BEND STANDARD SIGNAL FACE ARRANGMENTS SIGNAL FACE NOTATION KEY CONDUIT UNDER ROADWAY CONDUIT IN TRENCH OVERHEAD (AERIAL) CABLE DIRECT BURIAL CABLE 2/C CABLE 4/C CABLE 5/C CABLE 7/C CABLE 12/C CABLE VEHICLE DETECTOR (INDUCTIVE LOOP TYPE) VEHICLE DETECTOR (MAGNETIC TYPE) VEHICLE DETECTOR (MAGNETOMETER TYPE) PEDESTRIAN PUSH BUTTON CONTROLLER AND CABINET TRAFFIC SIGNAL HEAD TRAFFIC SIGNAL HEAD WITH BACKPLATE TRAFFIC SIGNAL HEAD WITH TURN ARROW TRAFFIC SIGNAL HEAD WITH ALL LENSES OPTICALLY PROGRAMMED FLASHING BEACON PEDESTRIAN SIGNAL HEAD LUMINAIRE ON MAST ARM LUMINAIRE ON POLE TOP WOOD POLE WITH ANCHOR GUY PEDESTAL POLE SPAN WIRE OR MAST ARM METAL POLE PULL BOX WITH SPARE CONDUIT BEND POLE FOUNDATION WITH SPARE CONDUIT BEND SIGN POWER POLE TELEPHONE POLE HYDRANT UNDERGROUND UTILITY X SIGNAL FACE ARRANGEMENT "T" — ALL 12" SIGNAL LENS _ NUMBER OF LENS IN SIGNAL FACE "C" — COMBINATION 8" & 12" SIGNAL LENS "E" - ALL 8" SIGNAL LENS N Ell T11 O T32 OE TS -1L E 36 T 36 .0, T46 E12 T12 0 T33 TS -1R BID ITEMS XS -0 `** "T" DENOTES TRAFFIC SIGNAL LENS ARRANGEMENT "P" DENOTES PEDESTRIAN SIGNAL NUMBER OF FACES VERTICAL SIGNAL HEADS E21 T21 T34 TS -1T E22 T22 T41 TS-1LB E23 T23 DONT WALK WALK PS -1 T42 TS-1RB HORIZONTAL SIGNAL TS -1 :LA Ad ra TS-1LT T57 o' R LENTA TS-1LL T37 TS -1L T47 PAZ TS-1LB ?AI E24 T24 T143 TS-1TB E25 T25 T44 rA TS-1LT HEADS T38 10 TS -1R T48 1. MPS FOR TITUTE OFGRAL IRAFFICDLNGINEERSHALL CQyEOMi. TQ ALLHE LAMPSNSHALLSBE DSET YTHE SIGNED FOR 5 VOLT OPERATION AND HAVE A STANDARDBRASS SCREW BASE. IHE LAMP SHALL HAVE A CLEAR GLASS ENVELOPE AND FURTHER BE IN COMPLIANCE WITH THE FOLLOWING: NOMINAL WATTAGE LIFE(HOURS) INITIAL LUMENS LIGPT CENTER 8" SIGNALS 116 6000 1260 2 �� 12" SIGNALS 150 6000 1950 3" 2. TRAFFIC SIGNAL AND PEDESTRI �jN SIGNAL HEADS SHALL CONFORM TO THE MANUAL OI DEPARTMENT OF T ON U I ORIRAFFIC CONTROL DEVICES, LAT ST EDITION, AVAILABLE FROM THE U.S.RANSPORTATION, tEDERAL HIGHWAY ADMINISTRATION, AND TO THEEQUIREMENTSEOR LENS S SET FQRTH BY THE STANDARD FOR ADJUSTABLE FACE YEHI LE RAFFIC NTROL SIGNAL HEADS, LATEST EDITION, AVAILABLE, FROM THE INSTITUTE F TRAFFIC LNGINEERS. 3. REFER TO PLANS FOR SIGNAL HEAD TYPE, LOCATION AND FACE REQUIREMENTS. TS-1RB C 31 &El TS -1 T51 TS-1LL Fie E 31 T 31 TS -1 T51A T39 rA1 TS -1T TS-1LL rA T49 ,o. TS-1TB REV. NO DATE DESCRIPTION OF REVISION NEBRASKA DEPARTMENT OF ROADS STANDARD PLAN No.910 SIGNAL FACE CONFIGURATION APPROVED: JANUARY 14, 1977 SCALE AS SHOWN ��j DATE TRAFFIC ENGINEER POLE COUPLING SEAT ADAPTER TRAFFIC SIGNAL PLAN B-1 FOR WOOD'POLES % FOR STEEL POLES B-2 B-2 FOR ALUMINUM POLES B-3 CABLE GUIDE NEEDED ON ENTRANCE BRACKET ONLY B-4 B-4 (ALTERNATE) POLE BRACKET INSTALLATION DETAILS P-3 FOR USE WITH TWO HEADS P-4 FOR USE WITH THREE HEADS A P-1 P-2 FOR USE WITH BACKPLATE PEDESTAL MOUNTING DETAILS SW -2 DOUBLE ENTRANCE HANGER SW -1 SINGLE ENTRANCE HANGER 1 1/2" PIPE CAP 1/4" TIE WIRE 1/4" U BOLT CLAMP 1 1/2" PINNACLE SIGNAL HEAD 1/4" U BOLT WELD 1" X 6" STRAP FRAME CLAMP TIE WIRE IRON 3/3" DIA. HOLE SW -3 DISCONNECT HANGER I--- 9 3/16 —� B 1 BRACKET FOR POLE MOUNTING ONE WAY PEDESTRIAN AND VEHICLE SIGNALS POLE BRACKET INSTALLATION A< 12" SIDE VIEW MA 1 MAST ARM MOUNTING ATTACHMENT ROTATABLE COUPLING MA -1 MOUNTING 2" STANDARD PIPE SLIP FITTER (SUPPLIED BY MANUFACTURER) SPOT WELD LENGTH AS REQUIRED TO PROVIDE THE SPECIFIED SIGNAL MOUNTING HEIGHT HORIZQNTAL & VERTICAL MOUNTING 6" THREADED (ONE END) 2" 0 PIPE NIPPLE LOCK NUT MA -1 MOUNTING SPOT WELDED BY CONTRACTOR 1 3/8" DIA. HOLE w/1" I.D. RUBBER GROMMET END MOUNTING ATTACHMENT FOR MAST ARM INSTALLATION MA -1 MOUNTING LENGTH AS REQUIRED TO PROVIDE THE SPECIFIED SIGNAL MOUNTING HEIGHT. MA 5 ADJUSTABLE MAST ARM MOUNTING HORIZONTAL OR VERTICAL INSTALLATION 16 1/2" 11,0 - CLOSURE ASSEMBLY (SEE DETAIL) FRONT VIEW B 2 BRACKET FOR POLE MOUNTING TWO WAY PEDESTRIAN AND VEHICLE SIGNALS SPAN WIRE 1 1/2"PIPE CAP TIE WIRE WELD 3/8" HOLES AND 5/16" BOLT WITH SPACERS SIDE VIEW END VIEW TETHER ASSEMBLY DETAIL SPAN WIRE MOUNTING DETAILS NOTES A. SETSCREW, CADMIUM - PLATED. B. BOLT TO BE INSERTED AFTER SIGNAL HEAD HAS BEEN PLUMBED. Co 2 INCH PIPE COUPLING. D.CABLE GUIDE, 2 INCH PIPE AS SHOWN, REMOVE ALL BURRS AND SHARP EDGES. E. LEAD WASHER. F. TWELVE (12) TERMINAL CABLE COMPARTMENT. G. COTTER PIN SERRATED SIGNAL HOUSING SERRATED PIPE COUPLING LOCK WASHER LOCK NUT THREADED PIPE NIPPLE DETAIL A SERRATED LOCKING RING SERRATED 900 ELBOW SPOT WELDED BY CONTRACTOR SEE DETAIL "A" SERRATED PIPE "T" OR "CROSS" SERRATED SIGNAL HOUSING r-- LOCK WASHER LOCK NUT 2" 0 HUB (THREADED INTERNALLY) To BE INSTALLED AT THE SPECIFIED LOCATIONS 1 3/8" DIA. HOLE W/1" I.D. RUBBER GROMMET INTERMEDIATE MOUNTING ATTACHMENT FOR MAST ARM INSTALLATION SPOT WELDED BY CONTRACTOR CLOSURE ASSEMBLY (SEE DETAIL) '`•. • LENGTH AS REQUIRED TO PROVIDE THE SPECIFIED SIGNAL MOUNTING HEIGHT. SPOT WELDED BY CONTRACTOR SEE DETAIL "B" SEE DETAIL VARIABLE lb\ WIRE INLET & GROMMET SIGNAL BRACKET HORIZONTAL MAST ARM INSTALLATION FOR ASSEMBLY WITH TYPE MA 1 MOUNTING GENERAL NOTES 1.) PIPE CO P GS FOR SI NAL BRACKETS SHALL BE EITHER 1 1/2 INCH OR L INCH DEPENDING UPON THE SIGNAL HEAD TO BE INSTALLED. JIGNAL BRACKETS SHALL BE FURNISHED BY THE MANUFACTURER OF THE SIGNAL HEADS. DETAIL B THREADED PIPE NIPPLE SERRATED TEE BRONZE OR BRASS SERRATED LOCKING RING LOCK WASHER PIPE "T" OR "CROSS" LOCK NUT DETAIL C ELECTRICAL LOC KNOT f (IF REQUIRED) - r EOPREME OR LEAD WASHER PINNACLE CLOSURE ASSEMBLY TYPICAL ACCESSORIES 2.) UNLESS OTHERWISE SPECIFIED IN THE PLANS, ALL TRAFFIC SIGNALS MQU T ABOVE THE ROADWAY SHALL HAVE A HEIGHT OF 1/' 0 , AL SIDE MOUNTED TRAFFIC SIGNAL A HEIGHT 9F 1U AND PEDESTRIAN SIGNALS AT A HEIGHT OF 8 AS MEASURED TO THE BOTTOM OF THE SIGNAL HEAD HOUSING OR BACKPLATE. 3.) ALL SIGNAL HEADS SHALL BE MOUNTED IN SUCH A MANNER AS TO BE EASILY REMOVED FROM THEIR SUPPORTING STRUCTURE. 4.) ONE AND TWO WAY TRAFFIC SIGNALS INSTALLED ON SPAN WIRE SHALL BE EQUIPPED WITH A TIE WIRE. 5.) GASKET SEALING COMPOUND SHALL BE USED IN ADDITION TO ANY LEAD WASHERS REQUIRED FOR CREATING A WATER- TIGHT CONNECTION BETWEEN THE SIGNAL HEAD AND MOUNTING BRACKET. 6.) SIGNAL HEADS SHALL BE SECURELY AFFIXED TO THEIR RESPECTIVE POSITIONS BY USE OF SERRATED COUPLING OR OTHER ACCESSORIES RECOMMENDED BY THE SIGNAL MANUFACTURER. T REV. No DATE DESCRIPTION OF REVISION NEBRASKA DEPARTMENT OF ROADS STANDARD PLAN No. 911 SIGNAL MOUNTING APPROVED: JANUARY 14, 1977 , DATE TRAFFIC ENGINEER SCALE AS SHOWN LIFTING "U" HOOK & WIRE SUPPORT SET SCREW LOCKWASHER DETAIL A POLE CAP 1/4" SET SCREW (3 REQ'D.) DIAMETER OF LUMINAIRE EXTENSION TO BE 8.70" DIA. CLEARANCE DIA. FOR 1" 8 UNC 3" DIA. DRILLED AND TAPPED 4-1" 8 UNC LIFTING "U" HOOK & WIRE SUPPORT SET SCREW LOCKWASHER 1" I.D. RUBBER GROMMET 5/8" H.S. BOLT/NUT SAE FLAT WASHER BOLT CIRCLE TO BE 5-1/2" DIA. DETAIL B POLE CAP POLE CAP WHEN REQ'D. - SET SCREW DETAIL C 2 ANCHOR BOLT COVER ANCHOR BOLT CIRCLE 16-1/2" DIA. 4" MIN. 1" I. D. RUBBER GROMMET 1" H.S. BOLT/NUT SAE FLATWASHER GROUNDING NUT ANCHOR BOLT ANCHOR BOLT HOLE 1-3/4" DIA. DETAIL D LUMINAIRE MOUNTING HT LUMINAIRE ARM SPAN POLE CAP 12" LAP c.) SEE DETAIL A LUMINAIRE EXTENSION (IF REQUIRED) SEE DETAIL B SEE DETAIL C c.JJ • 2'-4" F-503 • 0 ROADWAY CROWN TRAFFIC SIGNAL PLAN CMP -1 or CMP -2 1 3/8" DIA. HOLE W/1" I. D. RUBBER GROMMET PEDESTRIAN PUSHBUTTON PPB SEE DETAIL D HANDHOLE AWAY FROM TRAFFIC F-501 REINFORCING STEEL (SEE SECTION A -A) 8-F-502 8-F-503 CAP PROVIDED FOR EACH MAST ARM FOUNDATION NOTES GENERAL NOTES 1. TRAFFIC SIGNAL MAST ARMS, LUMINAIRE MAST ARMS, LUMINAIRE EXTENSIONS AND POLE SHAFTS SHALL jilE SUPPLIED WITH 1" I.D. RUBBER GROMMETS FOR CABLE INLETS (SEE DETAILS A AND C.) SIGNAL MAST ARMS SHALL ALSO BE SUPPLIED WITH 1" RUBBER GROMMETS FOR THE NUMBER OF SIGNALS SPECIFIED IN THE LOADING CHART. ALL INLET HOLES SHALL BE DRILLED IN THE FIELD BY THE CONTRACTOR. 2. POLE CAPS SHALL BE PROVIDED WITH EACH POLE SHAFT OR LUMINAIRE EXTENSION, AND SIGNAL MAST ARM. 3. ALL HAND HOLES SHALL HAVE A MINIMUM OPENING OF 4" X 6". POLE SHAFTS AND LUMINAIRE EXTENSIONS SHALL BE SUPPLIED WITH HAND HOLE COVERS. THE HAND HOLE SHALL BE REINFORCED TO MAINTAIN FULL STRENGTH OF THE POLE. 4. SIGNAL MAST ARMS SHALL HAVE A MAXIMUM RISE OF 5° UNLOADED AND A MINIMUM RISE OF 0° AT THE END OF THE MAST ARM WHEN FULLY LOADED. 5. EACH POLE SHAFT, LUMINAIRE EXTENSION, LUMINAIRE ARM AND SIGNAL ARM SHALL BE FURNISHED WITH ALL MISCELLANEOUS HARDWARE NECESSARY TO COMPLETE ASSEMBLY. 6. ALL MISCELLANEOUS HARDWARE SHALL BE GALVANIZED TO COMPLY WITH ASTM -A153. (EXCEPT THREADED FASTENERS UNDER 3/8 INCH DIAMETER.) 7. THE POLE SHAFT, LUMINAIRE EXTENSION, LUMINAIRE ARM AND SIGNAL ARM SHALL BE GALVANIZED TO COMPLY WITH ASTM -A123. 8. A GROUNDING NUT FOR ACCOMMODATION OF NO. 6 AWG COPPER WIRE SHALL BE PROVIDED ON THE INSIDE OF THE POLE SHAFT DIRECTLY OPPOSITE THE HAND HOLE OPENING. NO GROUNDING PROVISIONS WILL BE ALLOWED ON THE HAND HOLE FRAME. 9. TRAFFIC SIGNAL POLES SHALL BE DESIGNED TO CURRENT AASHTO STANDARDS. GENERAL THE POLE FOUNDATION MAY BE ROUND OR SQUARE. THE EXCAVATION SHALL BE TO THE NEAT LINES OF THE FOUNDATION. ONLY THE TOP TWO FEET MAY BE FORMED. REINFORCING STEEL (MAST ARM FOUNDATION ONLY) F-502 5/8" X 7'-4", 8 PER FOUNDATION F-503 5/8" BAR BENT AS SHOWN, 8 PER FOUNDATION F-501 (ALTERNATE) 5/8" BAR BENT AS SHOWN, 8 PER FOUNDATION GROUND ROD (5/8" X 17') AND CLAMP THE GROUND ROD SHOULD BE PLACED BEFORE THE CONCRETE IS POURED AND LOCATED AS SHOWN IN FOUNDATION DETAIL. IT SHALL EXTEND AT LEAST EIGHT INCHES ABOVE TOP OF FINISHED FOUNDATION AND SHALL EXTEND A MINIMUM OF EIGHT FEET INTO THE GROUND BELOW THE FOUNDATION. ANCHOR BOLTS (MAST ARM FOUNDATION ONLY) ANCHOR BOLTS SHALL BE 1W' DIA. X 54" X 6" AND SHALL BE THREADED. EACH ANCHOR BOLT SHALL BE SUPPLIED WITH TWO HEXAGONAL NUTS AND TWO FLAT WASHERS. ANCHOR BOLTS SHALL BE 50,000 PSI MINIMUM YIELD STRENGTH. CONDUIT BENDS CONDUIT BENDS SHALL BE 90°. THEY SHALL BE LOCATED A MINIMUM OF 30 INCHES BELOW GROUND LEVEL. STANDPIPE CONDUIT 2 INCH MINIMUM ABOVE TOP OF FINISHED FOUNDATION. SPARE BEND THERE SHALL BE A MINIMUM OF ONE SPARE CONDUIT BEND INSTALLED IN EACH FOUNDATION WITH BOTH ENDS PLUGGED AND FREE OF DEBRIS AND MOISTURE. CONCRETE CONCRETE SHALL BE CLASS 47A -S, 47B or 47C -S. SECTION A - A ANCHOR BOLT CIRCLE DIAMETER CENTERED ON POLE FOUNDATION. 8-F-501 GROUND ROD 8-F-502 ROUND 4" CLR. ON ALL SIDES SQUARE FOUNDATION FOUNDATION 2 - 1/2" HOOKS DISTRIBUTED IN DIFFERENT CORNERS FOR EACH BAR. LUMINAIRE EXTENSION SCHEDULE DIA. BASE DIA. TOP LENGTH GAUGE LUM. MTG. HEIGHT 8.70" 7.51" 8'-6" 11 30' 8.70" 6.81" 13'-6" 11 35' 8.70" 6.11" 18'-6" 11 40' 8.70" 5.41" 23'-6" 11 45' 8.70" 4.71" 28'-6" 11 50' LUMINAIRE ARM SCHEDULE ARM SPAN (FT.) RISE HEIGHT ARM SHAFT SIZE (IN. X IN.) 8 1'-4" 3.6X2.4 10 1'-8" 3.8X2.4 12 2'-0" 4.1 X 2.4 15 2'-6" 4.6 X 2.4 POLE FOUNDATION FED. ROAD REG. NO. STATE FED. AID PROJECT NO. SHEET NO. 7 NEBR. POLE SHAFT SCHEDULE SHAFT TYPE BASE DIA. TOP DIA. LENGTH BOLT CIRCLE MAST ARM ATTACHMENT HEIGHT CMP -1 11.00" 8.20" 20' 16.5" 18'-6" CMP -2 12.00" 9.20" 20' 16.5" 18'-6" MAST ARM LOADING CHART SIGNAL LOADING CRITERIA 1ST SIGNAL 2ND SIGNAL LT. TURN SIGNAL SIGNAL POLE MAST ARM SPAN NUMBER OF SIGNALS MINIMUM SPACING NUMBER OF 12" SECTIONS WITH BACKPLATE WEIGHT (LBS.) NUMBER OF 12" SECTIONS WITH BACKPLATE WEIGHT (LBS.) NUMBER OF 12" SECTIONS WITH BACKPLATE WEIGHT (LBS.) 20' 2 8' 3 50 3 50 CMP -1 25' 2 8' 3 50 3 50 b 30' 2 10' 3 50 3 50 35' 3 10' 3 50 3 50 5 75 CMP -2 40' 3 10' 3 50 3 50 5 75 45' 3 10' 3 50 3 50 5 75 12" SIGNAL HEAD PREFORMED EXPANSION FILLER CONCRETE MEDIAN SURFACE, SIDEWALK, ETC. CONCRETE BASE FOUNDATION FLUSH WITH SURROUNDING CONCRETE SIDEWALK OR A MAXIMUM OF 2" PROJECT ABOVE GRADE PREFORMED EXPANSION FILLER CONCRETE MEDIAN SURFACE, SIDEWALK, ETC. 90° CONDUIT BENDS - SEE NOTES ANCHOR BOLTS GROUND ROD IN CONDUIT 24" SQ. OR RD. PEDESTRIAN SIGNAL FOUNDATION FLUSH WITH SURROUNDING CONCRETE SIDEWALK OR A MAXIMUM OF 2" PROJECTION IF IN EARTH 1" CHAMFER ANCHOR BOLTS SUPPLIED WITH POLE 90° CONDUIT BENDS - SEE NOTES GROUND ROD (5/8" X 12') REINFORCING STEEL NOT REQUIRED FOR PEDESTAL POLE FOUNDATION. 1 5-31-79 CHANGED POLE SHAFT TOP DIAMETER REV, NO, DATE REVISION DESCRIPTION NEBRASKA DEPARTMENT OF ROADS STANDARD PLAN No. 912 TRAFFIC SIGNAL POLE DETAILS APPROVED: 9- 7r DATE TRAFFIC ENGINEER A NOTE: SEATING SURFACES OF FRAME AND COVER SHALL BE MACHINED TO FIT. FRAME AND COVER TO BE CAST IRON. 1 2" CHAMFER (IF IN EARTH) TOP VIEW PRECAST CONCRETE 1/2" PREFORMED EXPANSION JOINT FILLER TO DEPTH OF ABUTTING CONCRETE CONCRETE iiiiiiiiiiiiii//�iiiiiiiiii/411 4 3 REINFORCING BARS AT 4" CENTERS (1'-0" MINIMUM) 24" MIN. -.�— 5, B 4" MINIMUM 2 2 Z CO B COARSE AGGREGATE SECTION "A -A" 2 CD CONDUIT tt 3 REINFORCING BARS SECTION "B -B" PULL BOX, TYPE PB -2 • 1/2" PREFORMED EXPANSION JOINT FILLER TO DEPTH OF ABUTTING CONCRETE A A DIAMOND CHECKED SURFACE CONCRETE CONDUIT • A TOP VIEW NOTE: SEATING SURFACES OF FRAME AND COVER SHALL BE MACHINED TO FIT. FRAME AND COVER TO BE CAST IRON. 4" r v. /pm-- 14" MIN. Aill Ihk Mb, • 0 0' 1" DRAIN PIPE LOCATED AT LOW POINT OF PULL BOX SECTION "A -A" • 1/2" CHAMFER (IF IN EARTH) dt ►iui i4 (1'-0" MINIMUM) COARSE AGGREGATE PULL BOX, TYPE PB -1 --- (DIAMOND CHECKED COVER) -- OINIMIN111111110-- 12 3/8" MIN. 2 TOP VIEW OF FRAME AND COVER ■ SEAL COVER WITH RUBBER SEALANT CAULKING -1r JL APPROXIMATE DIMENSIONS TYPE A B C PB -5 12" 20" 18" PB -6 16" 30" 18" a" ------IR\ COUPLING tvr CONDUIT GROUND LINE T 111111. 01111.111111111 •Mo TOP VIEW LOCKING DEVICE CONDUIT 1 DIRECTION OF TRAVEL COARSE AGGREGATE SECTION "A -A" CONDUIT 1 (1'-0" MINIMUM) PULL BOX, TYPE PB-5&PB-6 BOX MAY BE CAST IN THE SIDEWALK OR MEDIAN WITH APPROVAL OF ENGINEER CONCRETE 1/2" REFORMED EXPANSION JOINT FILLER TO DEPTH OF ABUTTING CONCRETE SIDEWALK 'j • u• • „ • -, 00<-)d L )• 000 oxn ▪ n ' o NOTE: SEATING SURFACES OF FRAME AND COVER SHALL BE MACHINED TO FIT. FRAME AND COVER TO BE CAST IRON. (1'-0" MINIMUM) COARSE AGGREGATE CONDUIT SECTION "A -A" PULL BOX, TYPE PB -4 NOTES GENERAL NOTES PULL BOXES, TYPE PB -1, SHALL HAVE ONE SPARE BEND INSTALLED AND CAPPED OR PLUGGED AT BOTH ENDS WITH THE CORRECT SIZE AND TYPE OF FITTINGS FOR THE TYPE OF CONDUIT FURNISHED. CONCRETE SHALL BE CLASS 47B OR 47A -S. ACCESS DUCTS, BENDS AND/OR SWEEPS, ARE SUBSIDIARY TO THE ITEM "PULL BOX, TYPE PB-*". COARSE AGGREGATE FOR FILL MATERIAL SHALL BE GRAVEL COMPOSED OF CLEAN, HARD, DURABLE AND UNCOATED PARTICLES. PROLONGED EXPOSURE OF THE PULL BOX AND COVER TO SUNLIGHT, COMMON ICE- MELTING CHEMICALS, OR FERTILIZERS SHALL NOT CAUSE SIGNIFICANT DAMAGE TO THE PULL BOX OR COVER, OR IMPAIR ITS FUNCTION. CONDUIT TERMINATIONS IN PULL BOX SHALL BE FITTED WITH BELL OR FLARED END. TYPE PB -1, PB -2 AND PB -4 PULL BOXES WHICH ARE INTENDED FOR INSTALLATION IN SURFACED AREAS, SUCH AS SIDEWALKS OR SURFACED MEDIANS, SHALL HAVE A LIP OR FLANGED EDGE FRAMING THE COVER OPENING TO PROVIDE A FLUSH, FRAMED SEPARATION BETWEEN THE SURFACING MATERIAL AND THE EDGES OF THE COVER PULL BOX COVERS SHALL BE EMBOSSED WITH AN ANTI -SLIP SURFACE PATTERN, AND SHALL FIT SUFFICIENTLY TIGHT TO PREVENT ENTRANCE OF RUN-OFF WATER. 'PULL BOXES, TYPE PB -1 AND TYPE PB -2, SHALL BE CAPABLE 'OF SUPPORTING VEHICULAR TRAFFIC IN ACCORDANCE WITH AASHTO SPECIFICATION H-20 LOADING. PULL BOX TYPE PB -4 SHALL BE CAPABLE OF SUPPORTING LIGHT VEHICULAR TRAFFIC IN ACCORDANCE WITH AASHTO SPECIFICATION H-10 LOADING. TYPE PB -5 AND P3-6 ILLUSTRATION IS "TYPICAL" AND NOT INTENDED TO LIMIT DESIGN. BOXES OF SQUARE, CIRCULAR OR RECTANGULAR PLAN -SEC -LION AND OF EQUIVALENT VOLUME ARE EQUALLY ACCEPTABLE. WALLS OF PULL BOX SHALL NOT DEFLECT MORE THAN 1/4" PER FT. OF LENGTH OF BOX WHEN INSTALLED AND SUBJECTED TO A 5,000 LB. VERTICAL LOAD DISTRIBUTED OVER A 10"x10" AREA OF BACKFILL IMMEDIATELY ADJACENT TO THE EDGE OF THE BOX. ACCEPTABLE MATERIALS ARE: (1) PORTLAND CEMENT CONCRETE CLASS 47B, 47A -S; (2) EPDXY OR POLYESTER RESIN MORTAR WITH WOVEN GLASS FIBER REINFORCEMENT AND AN APPROPRIATE AGGREGATE. OTHER MATERIALS WHICH SATISFY THE ABOVE SPECIFICATIONS FOR STRUCTURAL, PHYSICAL AND CHEMICAL PROPERTIES MAY BE SUBMITTED FOR ACCEPTANCE. MATERIAL SHALL NOT SUPPORT COMBUSTION IN ACCORDANCE WITH ASTM D--635. WATER ABSORPTION SHALL NOT EXCEED 2% OF THE ORIGINAL. WEIGHT OF THE MATERIAL UNDER TEST CONDITIONS PER ASTM D-570. PULL BOXES SHALL BE FUNCTIONAL WITHOUT FAILURE THROUGHOUT A TEMPERATURE RANGE OF -50 TO +170 DEGREES F. PULL BOX COVERS SHALL BE HELD SECURELY IN PLACE BY FASTENERS OF NON -CORROSIVE MATERIAL SUCH AS STAINLESS'STEEL OR BRONZE. REV ,N2 DATE NEBRASKA STANDARD PULL DESCRIPTION OF REVISION DEPARTMENT OF ROADS - PLAN N° 914 BOX DETAIL APPROVED: ') � _ z_ ,� TRAFFIC ENGINEER CHANNELIZATION DEVICES TYPE III BARRICADE *TYPICAL MOUNTING OF FLASHING WARNING OR STEADY BURN -LIGHTS. LIGHTS SHALL ALWAYS BE IN VER- TICAL ALIGNMENT. BARRICADES SHALL BE WEIGHTED ON THE BASE WITH SANDBAGS TO WITHSTAND NORMAL WIND LOADS. "A" FRAME BARRICADES SHALL BE WEIGHTED BY SUSPENDING SUFFICIENT SAND- BAGS ON CENTER OR SANDBAGS MAY BE LAID ACROSS THE BOTTOM RAILS OF THE "A" FRAME °PORT. BARRICADE IDENTIFICATION THE BARRICADE OWNER'S NAME, NOT TO EXCEED 15 SQUARE INCHES, SHALL BE SHOWN ON THE BARRICADE BACK OR SUPPORT, BUT NOT ON ITS FACE. BARRICADE DESIGN BARRICADES SHALL BE ONE OF TWO TYPES: TYPE 1/ AND TYPE 111. BARRICADES SHALL MEET THE APPLICABLE STANDARDS AND SPECIFICATIONS IN THE LATEST EDITION OF THE MUTCD, EXCEPT THAT TYPE I11 BARRICADE SHALL BE A MINIMUM OF 8 FEET IN LENGTH. MARKINGS FOR BARRICADE RAILS SHALL BE EQUAL WIDTH ORANGE AND WHITE STRIPES, SLOPING DOWNWARD AT AN ANGLE OF • 45 DEGREES IN THE DIRECTION TRAFFIC IS TO PASS. THE PREDOMINANT COLOR FOR OTHER BARRICADE COMPONENTS SHALL BE WHITE, EXCEPT THAT UNPAINTED GALVANIZED METAL OR ALUMINUM COMPONENTS MAY BE USED. THE REFLECTIVE RAILS OF THE TYPE II BARRICADE SHALL BE VERTICAL WITH LEGS OR SUPPORTS THAT WILL COLLAPSE WHEN THE BARRICADE IS TIPPED OVER OR HAS BEEN LAID DOWN. TYPE II BARRICADE VERTICAL PANEL BARRICADE TYPE * NOMINAL DIMENSIONS ARE PERMISSIBLE WHEN CONSTRUCTED FROM LUMBER. BARRICADE APPLICATION NORMALLY PERMANENT SIGNS MOUNTED .ON BARRICADES SHALL BE ERECTED ABOVE THE BARRICADE, THE SIGNS ROAD CLOSED, OR ROAD CONSTRUCTION AHEAD, FOR EXAMPLE CAN EFFECTIVELY BE MOUNTED ABOVE THE BARRICADE THAT CLOSES THE ROADWAY. TYPE 11 AND TYPE III BARRICADES SHALL BE SUPPLEMENTED WITH A LIGHTING . DEVICE UNLESSS SPECIFICALLY DELETED BY THE ENGINEER TO' USE SOME BARRICADES WITHOUT LIGHTS. DETOUR ARROW AND LARGE WARNING ARROW SIGNS SHOULD BE PLACED ON FACE OF BARRICADE. Val TICAL PANEL - DESIGN AND APPLICATION: VERTICAL PANELS USED AS CHANNELIZING OR WARNING DEVICES SHALL BE 12 INCHES IN WIDTH AND A MINIMUM OF 24 INCHES IN HEIGHT. THEY SHALL BE ORANGE AND WHITE STRIPES WITH TYPE III REFLECTIVE SHEETING. MOUNTED WITH THE TOP A MINIMUM OF 36 INCHES ABOVE THE ROADWAY. FOR PANELS LESS THAN 3' IN HEIGHT, 4" STRIPES SHALL BE USED. IF USED FOR TRAFFIC IN TWO DIRECTIONS, BACK TO BACK PANELS SHALL BE USED. THESE DEVICES MAY BE USED FOR TRAFFIC SEPARATION OR SHOULDER BARRICADING WHERE SPACE IS AT A MINIMUM. WHEN USED TO DELINEATE A ROADWAY ON A SHOOFLY, THEY SHALL BE'A MINIMUM OF 12"x36" WITH THE TOP A M/NIIvIUM OF 6' ABOVE. THE ROADWAY. VERTICAL PANELS NOT MOUNTED 6' ABOVE THE ROADWAY OR ATTACHED TO A SOLID SUPPORT (i.e. CONCRETE PROTECTION BARRIER) SHALL HAVE LEGS OR SUPPORTS THAT WILL COLLAPSE WHEN THE PANEL IS TIPPED OVER OR HAS BEEN LAID DOWN. EDGE OF PAVEMENT 24" 27'-6" RUMBLE STRIP DETAIL EACH SECTION SHALL CONSIST OF 10 SEGMENTS 6" WIDE X 5/8" HIGH AND SPACED 24" APART. A GOOD GRADE OF ASPHALT PAVING MATERNAL APPLIED WITH A LIGHTTACK COAT IS SUITABLE FOR BUILDING TEMPORARY RUMBLE STRIPS. ROADWAY TRAFFIC DRUM ORANGE REFL. WHITE REFL. -ORANGE REFL. WHITE REFL. ORANGE I.• -MIN. 18"-.-I DRUM DESIGN TRAFFIC CONE 1-*- 28" MINIMUM DAYTIME ONL Y REFL. WHITE 6 REFL. 4" WHITE — ORANGE DAY OR NIGHT DRUMS USED FOR TRAFFIC WARNING OR CHANNELIZATION SHALL BE PLASTIC, APPROXI- MATEL Y 36" IN HEIGHT, AND HAVE A PROFILE WIDTH THAT WILL BE A MINIMUM OF 18" OVER THE ENTIRE HEIGHT OF THE DRUM, REGARDLESS OF ITS ORIENTATION. THE PLASTIC DRUMS MAY BE ROUND OR, TO INHIBIT ROLLING, BE MULTISIDED, ELLIPTICAL IN SHAPE, OR HAVE FLATTENED SIDES. THE MARKINGS ON DRUMS SHALL BE HORIZONTAL, CIRCUMFERENTIAL, ORANGE AND WHITE STRIPES WITH TYPE l/ OR TYPE 111 REFLECTIVE SHEETING. THERE SHALL BE AT LEAST TWO ORANGE AND TWO WHITE STRIPES ON EACH DRUM. EACH STRIPE SHALL HAVE A NOMINAL WIDTH OF 6" TO 8". IF THERE ARE NONREFLECTIVE SPACES BETWEEN THE ORANGE AND WHITE STRIPES, THEY SHALL BE NO MORE THAN TWO INCHES WIDE. THE FIRST STRIPE SHALL BE NO MORE THAN TWO INCHES FROM THE TOP OF THE DRUM. CONE APPLICATION CONES WILL NOT BE PERMITTED TO BE USED AT NIGHT ON RURAL HIGHWAYS, EXCEPT AS APPROVED OR DIRECTED BY THE ENGINEER. THE PRIMARY FUNCTION OF THE CONES IS THE DAYTIME CHANNELIZATION QF• TRAFFIC. WHEN THEY ARE USED, THEY SHALL BE HEAVY ENOUGH TO ASSURE THAT THEY WILL NOT BE BLOWN OVER OR DISPLACED. THEIR TARGET VALUE CAN BE ENHANCED BY THE INSERTION OF A FLUORESCENT RED -ORANGE FLAG IN THE TOP. CONES IF USED AT NIGHT, SHALL BE REFLECTORIZED WITH TWO HORIZONTAL WHITE STRIPES. LIGHTING DEVICES FUNCTION CONSTRUCTION AND MAINTENANCE ACTIVITIES OFTEN CREATE CONDITIONS ON OR NEAR THE TRAVELED WAY THAT ARE PARTICULARLY HAZARDOUS AT NIGHT WHEN THE ABILITY OF DRIVERS TO SEE IS SHARPLY REDUCED FROM DAYTIME CONDITIONS. IT IS OFTEN DESIRABLE AND NECESSARY TO SUPPLEMENT THE REFLECTORIZED SIGNS, BARRIERS, AND CHANNELIZ- ING DEVICES WITH LIGHTING DEVICES. STROBE TYPE LIGHTS ARE NOT PERMITTED. BARRICADE WARNING LIGHTS DESIGN (BATTERY OPERATED) AS USED HEREIN, WARNING LIGHTS ARE PORTABLE, LENS DIRECTED, ENCLOSED LIGHTS. THE COLOR OF THE LIGHT SHALL BE YELLOW. THEY MAY BE USED IN EITHER A STEADY BURN OR FLASHING MODE. WARNING LIGHTS SHALL BE AS OUTLINED IN THE CURRENT MUTCD. CERTI- FICATION OF COMPLIANCE MAY BE REQUIRED. TYPE "A" LOW INTENSITY FLASHING WARNING LIGHTS ARE MOST COMMONLY MOUNTED ON BARRICADES, OR WITH SIGNS, AND ARE INTENDED TO WARN THE DRIVER THAT HE IS PRO- CEEDING IN A HAZARDOUS AREA, THESE LIGHTS SHALL NOT BE USED FOR DELINEATION, AS A SERIES OF FLASH/NG LIGHTS IN A ROW WOULD TEND TO OBSCURE THE DESIRED VEHICLE PATH. TYPE "6" HIGH INTENSITY FLASHING WARNING LIGHTS ARE NORMALLY MOUNTED ON THE ADVANCE WARNING SIGNS. EXTREMELY HAZARDOUS SITE CONDITIONS WITHIN THE CONSTRUC- TION AREA MAY REQUIRE THAT THE LIGHTS BE MOUNTED ON TYPE 1/1 BARRICADES, SIGNS, 01? OTHER SUPPORTS. AS THESE LIGHTS ARE EFFECTIVE IN DAYLIGHT AS WELL AS DARK, THEY ARE DESIGNED TO OPERATE 24 HOURS PER DAY. TYPE "C"STEADY BURN LIGHTS AS USED HEREIN, STEADY BURNING ELECTRICAL LIGHTS SHALL MEAN A SERIES OF LOW WATTAGE YELLOW ELECTRIC LIGHTS. WHERE LIGHTS ARE NEEDED TO DELINEATE OR MARK THE TRAVELED WAY THROUGH AND AROUND OBSTRUCTIONS IN A CONSTRUCTION OR MAINTENANCE AREA, THE DELINEATION SHALL BE ACCOMPLISHED BY USE OF STEADY BURNING LIGHTS. TYPE "C" STEADY BURN LIGHTS MAY BE OMITTED FROM TYPE Il BARRICADES AND REFLECTORIZED PLASTIC DRUMS PROVIDED WITH TYPE 1/1 REFLECTIVE SHEETING AT THE OPTION OF THE ENGINEER. TRAFFIC SIGNALS TRAFFIC SIGNALS MAY BE ALLOWED AT CERTAIN EQUIPMENT CROSSINGS WHERE THE VOLUME OF FILL MATERIAL AND THE NUMBER OF EQUIPMENT CROSSINGS PER HOUR IS HIGH. TRAFFIC SIGNALS MAY BE ALLOWED AT CERTAIN BRIDGE CONSTRUCTION SITES WHERE A COMBINATION OF ONE-WAY TRAFFIC AND HIGH TRAFFIC VOLUMES WOULD BE BEST SERVED WITH THIS TYPE OF TRAFFIC CONTROL. ALL TRAFFIC SIGNAL REQUESTS AND METHOD OF INSTALLATION ON THE STATE HIGHWAY SYSTEM SHALL BE IN COMPLIANCE WITH THE MUTCD AND MUST BE APPROVED BY THE STATE TRAFFIC ENGINEER. PAVEMENT MARKING WHEN CONSTRUCTION WORK NECESSITATES THE UTILIZATION OF VEHICLE PATHS OTHER THAN THE LANES NORMALLY USED (AS INDICATED BY EXISTING PAVEMENT MARKINGS), DAYTIME AND NIGHTTIME DRIVE-THROUGH CHECKS SHOULD BE MADE TO EVALUATE THE PATH. MARK- INGS NO LONGER APPLICABLE WHICH MAY CREATE CONFUSION IN THE MINDS OF MOTORISTS SHALL BE REMOVED WITHIN 24 HOURS. TEMPORARY PAVEMENT MARKINGS, PRESSURE SENSITIVE TRAFFIC MARKING TAPE 01? RAISED PAVEMENT MARKERS, SHALL BE USED IN COMBINATION WITH APPROPRIATE WARNING SIGNS, CHANNELIZING DEVICES AND DELINEATION TO CLEARLY INDICATE THE REQUIRED VEHICLE PATH. WHEN NO LONGER APPLICABLE, TEMPORARY RAISED PAVEMENT MARKERS SHALL BE REMOVED WITHIN 48 HOURS AND TEMPORARY PAINT STRIPES SHALL BE REMOVED WITHIN 72 HOURS, UNLESS OTHERWISE APPROVED BY THE ENGINEER. TEMPORARY PAVEMENT MARKING SHALL BE -APPLIED TO ALL ROADS EVEN IF ONLY OPEN TO LOCAL TRAFFIC. HAND SIGNALING DEVICE PADDLE TO STOP TRA FIC TRAFFIC PROCEED TO ALERT TRAFFIC SIGN PADDLES SHALL BE AT LEAST 18 INCHES WIDE, WITH 6 INCH SERIES C LETTERS. A RIGID HANDLE SHOULD BE PROVIDED. FLAGS AND PADDLES SHALL NOT BE USED AT THE SAME TIME. FLAGS AS A SIGNALING DEVICE WILL NOT BE PERMITTED EXCEPT IN AN EMERGENCY. FLAGGERS THE USE OF FLUORESCENT ORANGE VEST, SHIRT, OR JACKET SHALL BE REQUIRED FOR FLAGGERS. FOR NIGHTTIME CONDITIONS THE CLOTHING SHALL BE REFLECTORIZED. AN ORANGE CAP OR HARD HAT MUST BE WORN AT ALL TIMES. FLAGGERS SHALL BE INSTRUCTED IN THE PROPER LOCATION, DUTIES AND PROCEDURES FOR FLAGGERS AS OUTLINED IN THE CURRENT MUTCD. FLAGGERS SHALL BE FAMILIAR WITH AND HAVE IN THEIR POSSESSION THE BOOKLET "INSTRUC- TION TO FLAGGERS" PUBLISHED BY THE NEBRASKA DEPARTMENT OF ROADS. PRECAST CONCRETE PROTECTION BARRIER PROTECTION BARRIERS WILL BE FURNISHED BY THE STATE AND INSTALLED BY THE CONTRAC- TOR WHEN THE BARRIERS ARE REQUIRED BY THE STATE. IF THE CONTRACTOR WISHES TO SUPPLY BARRIERS FOR WORKER PROTECTION, WHEN BARRIERS ARE NOT REQUIRED BY THE STATE, THE USE AND DESIGN OF THE BARRIERS FURNISHED BY THE CONTRACTOR SHALL BE APPROVED BY THE TRAFFIC ENGINEERING DIVISION PRIOR TO INSTALLATION. APPROXIMATE WEIGHT 4,100 POUNDS GENERAL NOTES 1. TRAFFIC CONTROLS THROUGH WORK AREAS SHALL MEET THE APPLICABLE STANDARDS AND SPECIFICATIONS PRESCRIBED IN PART VI OF THE LATEST EDITION OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, (MUTCD). 2. ALL SIGNS, BARRICADES, AND DRUMS SHALL BE REFLECTORIZED WITH A MATERIAL THAT HAS A SMOOTH, SEALED OUTER SURFACE WHICH WILL DISPLAY APPROXIMATELY THE SAME SIZE, SHAPE, AND COLOR DAY AND NIGHT, MEETING THE REQUIREMENTS OF AASHTO SPECIFICATION: M 264-84. THE REFLECTIVITY SHALL HAVE THE FOLLOWING MINIMUM BRIGHTNESS VALUES MEA- SURED AT 0.2° DIVERGENCE ANGLE AND -4° INCIDENCE ANGLE. CANDELAS PER FOOT CANDLE PER SQUARE FOOT OF MATERIAL. (REFLECTIVITY OF THE SHEETING WILL BE MEASURED ACCORDING TO THE TYPE OF SHEETING PROVIDED.) WHITE ORANGE TYPE 11 SHEETING 70 TYPE 111 SHEETING 200 RED 20 14.5 80 36 THE REFLECTIVITY OF THE SURFACE, TOTALLY WET, SHALL NOT BE LESS THAN 90% OF THESE VALUES. COLOR, BOTH WET AND DRY, SHALL CONFORM TO THE FEDERAL HIGHWAY ADMINISTRA- TION COLOR TOLERANCE CHARTS. • 3. THE ENGINEER SHALL HAVE THE AUTHORITY TO REQUIRE THE USE, AND APPROVE THE LOCATION OF ANY OF THE DEVICES SHOWN ON THIS SHEET. UNLESS OTHERWISE SPECIFIED, ALL SIGNS AND POSTS (INCLUDING HARDWARE), WILL BE SUPPI_I ED BY THE NEBRASKA DEPARTMENT OF ROADS. VEHICLES OR EQUIPMENT SHALL NOT BE PARKED q0 AS TO OBSCURE OR DISTRACT HIGH- WAY USERS FROM TRAFFIC CONTROL DEVICESy. ROADS/DE SIGNS RURAL DISTRICT WITH ADVISORY SPEED PLATE ROADSIDE SIGNS URBAN DISTRICT •i ALL POSTS SHALL BE PLUMBED VERTICALLY. POSTS SHALL NOT BE GUY -WIRED, OR BRACED. HEIGHT AND LATERAL LOCATIONS OF SIGNS - TYPICAL. INSTALLATION WITH TYPE "B" FLASHING WARNING LIGHT MOUNTED ABOVE TYPE Il/ BARRICADE OPTIONAL TYPE "B" FLASHING LIGHT LOCATION TYPICAL ASSEMBLY FOR FIRST SIGN AT CONSTRUCTION SITE PORTA MINIMUM HEIGHT 1 FOOT ABOVE PAVEMENT LEVEL z LE AND TEMPORARY MOUNTINGS R3 AUG. 18 WORDING, REFLECTIVITY R2 SEPT '85 WORDING,CHANGED RUMBLE STRIPS,BARRIC RI AUG.' 80 WORDING REV NQ DATE DESCRIPTION OF REVISION NEBRASKA DEPARTMENT OF ROADS STANDARD PLAN N2 920 R3 TRAFFIC CONTROL CONSTRUCTION Q MAINTENANCE APPROVED: AUGUST 1980 DATE- 11 /11 WIDTH OF RAIL * 8" MIN. - 12" MAX. 8" MIN. - 12" MAX. LENGTH OF RAIL. 3' MIN. 8' MIN. WIDTH OF STRIPES 6" 6" HEIGHT 3' MIN. 5' MIN. NUMBER OF REFLECTOR- 4 (TWO EACH DIRECTION) 3 IF FACING TRAFFIC !ZED RAIL. FACES IN ONE DIRECTION + 6 IF FACING TRAFFIC IN TWO DIRECTIONS REFLECTIVE SHEETING 'TYPE Il OR TYPE 111 TYPE II OR TYPE III * NOMINAL DIMENSIONS ARE PERMISSIBLE WHEN CONSTRUCTED FROM LUMBER. BARRICADE APPLICATION NORMALLY PERMANENT SIGNS MOUNTED .ON BARRICADES SHALL BE ERECTED ABOVE THE BARRICADE, THE SIGNS ROAD CLOSED, OR ROAD CONSTRUCTION AHEAD, FOR EXAMPLE CAN EFFECTIVELY BE MOUNTED ABOVE THE BARRICADE THAT CLOSES THE ROADWAY. TYPE 11 AND TYPE III BARRICADES SHALL BE SUPPLEMENTED WITH A LIGHTING . DEVICE UNLESSS SPECIFICALLY DELETED BY THE ENGINEER TO' USE SOME BARRICADES WITHOUT LIGHTS. DETOUR ARROW AND LARGE WARNING ARROW SIGNS SHOULD BE PLACED ON FACE OF BARRICADE. Val TICAL PANEL - DESIGN AND APPLICATION: VERTICAL PANELS USED AS CHANNELIZING OR WARNING DEVICES SHALL BE 12 INCHES IN WIDTH AND A MINIMUM OF 24 INCHES IN HEIGHT. THEY SHALL BE ORANGE AND WHITE STRIPES WITH TYPE III REFLECTIVE SHEETING. MOUNTED WITH THE TOP A MINIMUM OF 36 INCHES ABOVE THE ROADWAY. FOR PANELS LESS THAN 3' IN HEIGHT, 4" STRIPES SHALL BE USED. IF USED FOR TRAFFIC IN TWO DIRECTIONS, BACK TO BACK PANELS SHALL BE USED. THESE DEVICES MAY BE USED FOR TRAFFIC SEPARATION OR SHOULDER BARRICADING WHERE SPACE IS AT A MINIMUM. WHEN USED TO DELINEATE A ROADWAY ON A SHOOFLY, THEY SHALL BE'A MINIMUM OF 12"x36" WITH THE TOP A M/NIIvIUM OF 6' ABOVE. THE ROADWAY. VERTICAL PANELS NOT MOUNTED 6' ABOVE THE ROADWAY OR ATTACHED TO A SOLID SUPPORT (i.e. CONCRETE PROTECTION BARRIER) SHALL HAVE LEGS OR SUPPORTS THAT WILL COLLAPSE WHEN THE PANEL IS TIPPED OVER OR HAS BEEN LAID DOWN. EDGE OF PAVEMENT 24" 27'-6" RUMBLE STRIP DETAIL EACH SECTION SHALL CONSIST OF 10 SEGMENTS 6" WIDE X 5/8" HIGH AND SPACED 24" APART. A GOOD GRADE OF ASPHALT PAVING MATERNAL APPLIED WITH A LIGHTTACK COAT IS SUITABLE FOR BUILDING TEMPORARY RUMBLE STRIPS. ROADWAY TRAFFIC DRUM ORANGE REFL. WHITE REFL. -ORANGE REFL. WHITE REFL. ORANGE I.• -MIN. 18"-.-I DRUM DESIGN TRAFFIC CONE 1-*- 28" MINIMUM DAYTIME ONL Y REFL. WHITE 6 REFL. 4" WHITE — ORANGE DAY OR NIGHT DRUMS USED FOR TRAFFIC WARNING OR CHANNELIZATION SHALL BE PLASTIC, APPROXI- MATEL Y 36" IN HEIGHT, AND HAVE A PROFILE WIDTH THAT WILL BE A MINIMUM OF 18" OVER THE ENTIRE HEIGHT OF THE DRUM, REGARDLESS OF ITS ORIENTATION. THE PLASTIC DRUMS MAY BE ROUND OR, TO INHIBIT ROLLING, BE MULTISIDED, ELLIPTICAL IN SHAPE, OR HAVE FLATTENED SIDES. THE MARKINGS ON DRUMS SHALL BE HORIZONTAL, CIRCUMFERENTIAL, ORANGE AND WHITE STRIPES WITH TYPE l/ OR TYPE 111 REFLECTIVE SHEETING. THERE SHALL BE AT LEAST TWO ORANGE AND TWO WHITE STRIPES ON EACH DRUM. EACH STRIPE SHALL HAVE A NOMINAL WIDTH OF 6" TO 8". IF THERE ARE NONREFLECTIVE SPACES BETWEEN THE ORANGE AND WHITE STRIPES, THEY SHALL BE NO MORE THAN TWO INCHES WIDE. THE FIRST STRIPE SHALL BE NO MORE THAN TWO INCHES FROM THE TOP OF THE DRUM. CONE APPLICATION CONES WILL NOT BE PERMITTED TO BE USED AT NIGHT ON RURAL HIGHWAYS, EXCEPT AS APPROVED OR DIRECTED BY THE ENGINEER. THE PRIMARY FUNCTION OF THE CONES IS THE DAYTIME CHANNELIZATION QF• TRAFFIC. WHEN THEY ARE USED, THEY SHALL BE HEAVY ENOUGH TO ASSURE THAT THEY WILL NOT BE BLOWN OVER OR DISPLACED. THEIR TARGET VALUE CAN BE ENHANCED BY THE INSERTION OF A FLUORESCENT RED -ORANGE FLAG IN THE TOP. CONES IF USED AT NIGHT, SHALL BE REFLECTORIZED WITH TWO HORIZONTAL WHITE STRIPES. LIGHTING DEVICES FUNCTION CONSTRUCTION AND MAINTENANCE ACTIVITIES OFTEN CREATE CONDITIONS ON OR NEAR THE TRAVELED WAY THAT ARE PARTICULARLY HAZARDOUS AT NIGHT WHEN THE ABILITY OF DRIVERS TO SEE IS SHARPLY REDUCED FROM DAYTIME CONDITIONS. IT IS OFTEN DESIRABLE AND NECESSARY TO SUPPLEMENT THE REFLECTORIZED SIGNS, BARRIERS, AND CHANNELIZ- ING DEVICES WITH LIGHTING DEVICES. STROBE TYPE LIGHTS ARE NOT PERMITTED. BARRICADE WARNING LIGHTS DESIGN (BATTERY OPERATED) AS USED HEREIN, WARNING LIGHTS ARE PORTABLE, LENS DIRECTED, ENCLOSED LIGHTS. THE COLOR OF THE LIGHT SHALL BE YELLOW. THEY MAY BE USED IN EITHER A STEADY BURN OR FLASHING MODE. WARNING LIGHTS SHALL BE AS OUTLINED IN THE CURRENT MUTCD. CERTI- FICATION OF COMPLIANCE MAY BE REQUIRED. TYPE "A" LOW INTENSITY FLASHING WARNING LIGHTS ARE MOST COMMONLY MOUNTED ON BARRICADES, OR WITH SIGNS, AND ARE INTENDED TO WARN THE DRIVER THAT HE IS PRO- CEEDING IN A HAZARDOUS AREA, THESE LIGHTS SHALL NOT BE USED FOR DELINEATION, AS A SERIES OF FLASH/NG LIGHTS IN A ROW WOULD TEND TO OBSCURE THE DESIRED VEHICLE PATH. TYPE "6" HIGH INTENSITY FLASHING WARNING LIGHTS ARE NORMALLY MOUNTED ON THE ADVANCE WARNING SIGNS. EXTREMELY HAZARDOUS SITE CONDITIONS WITHIN THE CONSTRUC- TION AREA MAY REQUIRE THAT THE LIGHTS BE MOUNTED ON TYPE 1/1 BARRICADES, SIGNS, 01? OTHER SUPPORTS. AS THESE LIGHTS ARE EFFECTIVE IN DAYLIGHT AS WELL AS DARK, THEY ARE DESIGNED TO OPERATE 24 HOURS PER DAY. TYPE "C"STEADY BURN LIGHTS AS USED HEREIN, STEADY BURNING ELECTRICAL LIGHTS SHALL MEAN A SERIES OF LOW WATTAGE YELLOW ELECTRIC LIGHTS. WHERE LIGHTS ARE NEEDED TO DELINEATE OR MARK THE TRAVELED WAY THROUGH AND AROUND OBSTRUCTIONS IN A CONSTRUCTION OR MAINTENANCE AREA, THE DELINEATION SHALL BE ACCOMPLISHED BY USE OF STEADY BURNING LIGHTS. TYPE "C" STEADY BURN LIGHTS MAY BE OMITTED FROM TYPE Il BARRICADES AND REFLECTORIZED PLASTIC DRUMS PROVIDED WITH TYPE 1/1 REFLECTIVE SHEETING AT THE OPTION OF THE ENGINEER. TRAFFIC SIGNALS TRAFFIC SIGNALS MAY BE ALLOWED AT CERTAIN EQUIPMENT CROSSINGS WHERE THE VOLUME OF FILL MATERIAL AND THE NUMBER OF EQUIPMENT CROSSINGS PER HOUR IS HIGH. TRAFFIC SIGNALS MAY BE ALLOWED AT CERTAIN BRIDGE CONSTRUCTION SITES WHERE A COMBINATION OF ONE-WAY TRAFFIC AND HIGH TRAFFIC VOLUMES WOULD BE BEST SERVED WITH THIS TYPE OF TRAFFIC CONTROL. ALL TRAFFIC SIGNAL REQUESTS AND METHOD OF INSTALLATION ON THE STATE HIGHWAY SYSTEM SHALL BE IN COMPLIANCE WITH THE MUTCD AND MUST BE APPROVED BY THE STATE TRAFFIC ENGINEER. PAVEMENT MARKING WHEN CONSTRUCTION WORK NECESSITATES THE UTILIZATION OF VEHICLE PATHS OTHER THAN THE LANES NORMALLY USED (AS INDICATED BY EXISTING PAVEMENT MARKINGS), DAYTIME AND NIGHTTIME DRIVE-THROUGH CHECKS SHOULD BE MADE TO EVALUATE THE PATH. MARK- INGS NO LONGER APPLICABLE WHICH MAY CREATE CONFUSION IN THE MINDS OF MOTORISTS SHALL BE REMOVED WITHIN 24 HOURS. TEMPORARY PAVEMENT MARKINGS, PRESSURE SENSITIVE TRAFFIC MARKING TAPE 01? RAISED PAVEMENT MARKERS, SHALL BE USED IN COMBINATION WITH APPROPRIATE WARNING SIGNS, CHANNELIZING DEVICES AND DELINEATION TO CLEARLY INDICATE THE REQUIRED VEHICLE PATH. WHEN NO LONGER APPLICABLE, TEMPORARY RAISED PAVEMENT MARKERS SHALL BE REMOVED WITHIN 48 HOURS AND TEMPORARY PAINT STRIPES SHALL BE REMOVED WITHIN 72 HOURS, UNLESS OTHERWISE APPROVED BY THE ENGINEER. TEMPORARY PAVEMENT MARKING SHALL BE -APPLIED TO ALL ROADS EVEN IF ONLY OPEN TO LOCAL TRAFFIC. HAND SIGNALING DEVICE PADDLE TO STOP TRA FIC TRAFFIC PROCEED TO ALERT TRAFFIC SIGN PADDLES SHALL BE AT LEAST 18 INCHES WIDE, WITH 6 INCH SERIES C LETTERS. A RIGID HANDLE SHOULD BE PROVIDED. FLAGS AND PADDLES SHALL NOT BE USED AT THE SAME TIME. FLAGS AS A SIGNALING DEVICE WILL NOT BE PERMITTED EXCEPT IN AN EMERGENCY. FLAGGERS THE USE OF FLUORESCENT ORANGE VEST, SHIRT, OR JACKET SHALL BE REQUIRED FOR FLAGGERS. FOR NIGHTTIME CONDITIONS THE CLOTHING SHALL BE REFLECTORIZED. AN ORANGE CAP OR HARD HAT MUST BE WORN AT ALL TIMES. FLAGGERS SHALL BE INSTRUCTED IN THE PROPER LOCATION, DUTIES AND PROCEDURES FOR FLAGGERS AS OUTLINED IN THE CURRENT MUTCD. FLAGGERS SHALL BE FAMILIAR WITH AND HAVE IN THEIR POSSESSION THE BOOKLET "INSTRUC- TION TO FLAGGERS" PUBLISHED BY THE NEBRASKA DEPARTMENT OF ROADS. PRECAST CONCRETE PROTECTION BARRIER PROTECTION BARRIERS WILL BE FURNISHED BY THE STATE AND INSTALLED BY THE CONTRAC- TOR WHEN THE BARRIERS ARE REQUIRED BY THE STATE. IF THE CONTRACTOR WISHES TO SUPPLY BARRIERS FOR WORKER PROTECTION, WHEN BARRIERS ARE NOT REQUIRED BY THE STATE, THE USE AND DESIGN OF THE BARRIERS FURNISHED BY THE CONTRACTOR SHALL BE APPROVED BY THE TRAFFIC ENGINEERING DIVISION PRIOR TO INSTALLATION. APPROXIMATE WEIGHT 4,100 POUNDS GENERAL NOTES 1. TRAFFIC CONTROLS THROUGH WORK AREAS SHALL MEET THE APPLICABLE STANDARDS AND SPECIFICATIONS PRESCRIBED IN PART VI OF THE LATEST EDITION OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, (MUTCD). 2. ALL SIGNS, BARRICADES, AND DRUMS SHALL BE REFLECTORIZED WITH A MATERIAL THAT HAS A SMOOTH, SEALED OUTER SURFACE WHICH WILL DISPLAY APPROXIMATELY THE SAME SIZE, SHAPE, AND COLOR DAY AND NIGHT, MEETING THE REQUIREMENTS OF AASHTO SPECIFICATION: M 264-84. THE REFLECTIVITY SHALL HAVE THE FOLLOWING MINIMUM BRIGHTNESS VALUES MEA- SURED AT 0.2° DIVERGENCE ANGLE AND -4° INCIDENCE ANGLE. CANDELAS PER FOOT CANDLE PER SQUARE FOOT OF MATERIAL. (REFLECTIVITY OF THE SHEETING WILL BE MEASURED ACCORDING TO THE TYPE OF SHEETING PROVIDED.) WHITE ORANGE TYPE 11 SHEETING 70 TYPE 111 SHEETING 200 RED 20 14.5 80 36 THE REFLECTIVITY OF THE SURFACE, TOTALLY WET, SHALL NOT BE LESS THAN 90% OF THESE VALUES. COLOR, BOTH WET AND DRY, SHALL CONFORM TO THE FEDERAL HIGHWAY ADMINISTRA- TION COLOR TOLERANCE CHARTS. • 3. THE ENGINEER SHALL HAVE THE AUTHORITY TO REQUIRE THE USE, AND APPROVE THE LOCATION OF ANY OF THE DEVICES SHOWN ON THIS SHEET. UNLESS OTHERWISE SPECIFIED, ALL SIGNS AND POSTS (INCLUDING HARDWARE), WILL BE SUPPI_I ED BY THE NEBRASKA DEPARTMENT OF ROADS. VEHICLES OR EQUIPMENT SHALL NOT BE PARKED q0 AS TO OBSCURE OR DISTRACT HIGH- WAY USERS FROM TRAFFIC CONTROL DEVICESy. ROADS/DE SIGNS RURAL DISTRICT WITH ADVISORY SPEED PLATE ROADSIDE SIGNS URBAN DISTRICT •i ALL POSTS SHALL BE PLUMBED VERTICALLY. POSTS SHALL NOT BE GUY -WIRED, OR BRACED. HEIGHT AND LATERAL LOCATIONS OF SIGNS - TYPICAL. INSTALLATION WITH TYPE "B" FLASHING WARNING LIGHT MOUNTED ABOVE TYPE Il/ BARRICADE OPTIONAL TYPE "B" FLASHING LIGHT LOCATION TYPICAL ASSEMBLY FOR FIRST SIGN AT CONSTRUCTION SITE PORTA MINIMUM HEIGHT 1 FOOT ABOVE PAVEMENT LEVEL z LE AND TEMPORARY MOUNTINGS R3 AUG. 18 WORDING, REFLECTIVITY R2 SEPT '85 WORDING,CHANGED RUMBLE STRIPS,BARRIC RI AUG.' 80 WORDING REV NQ DATE DESCRIPTION OF REVISION NEBRASKA DEPARTMENT OF ROADS STANDARD PLAN N2 920 R3 TRAFFIC CONTROL CONSTRUCTION Q MAINTENANCE APPROVED: AUGUST 1980 DATE- TRAFFIC SIGNALS MAY BE PERMISSIBLE IF APPROVED BY THE TRAFFIC ENGINEER. EQUIPMENT -- ROAD - ROAD R1-1-30 1500 FT P W8-1-30 WHERE APPLICABLE W13-1-18 W21-1048 EQUIPMENT CROSSING IN CONSTRUCTION AREA �XX MPH RI -I-30 TRUCK OR BARRICADE WITH FLUORESCENT RED -ORANGE FLAGS AND REVOLVING AMBER BEACON FURNISHED BY CONTRACTOR. CONES AT 25' CENTERS CONTINUE CONES ON CENTERLINE THROUGHOUT WORK AREA WITH TYPE A FLASHING WARNING LIGHT NOTE: DRUMS OR TYPE 11 BARRICADES MAY BE REQUIRED TO SEPARATE THE WORK AREA FROM THE OPEN LANE. BARRICADING SHALL BE EXTENDED TOA POINT WHERE ITIS VISIBLE TO APPROACHING TRAFFIC. TYPE A FLASHING WARNING LIGHTS ARE REQUIRED ON THE TYPE III BARRICADE EXCEPT WHERE TYPE 8 IS REQUIRED //////////'/ CONSTRUCTION AREA ////////i iii /1 ROAD CLOSED R11-2-48 WITH TYPE A FLASHING WARNING LIGHTS MOUNTED ABOVE TYPE 111 BARRICADES PROJECT ROAD CLOSED 10 TPU TRAFFIC R11-4-60 WITH TYPE A FLASHING WARNING LIGHTS MOUNTED ABOVE TYPE 111 BARRICADES TRAFFIC ALLOWED TO CROSS PROJECT R1-1-30 RI -I-30 MINOR MAINTENANCE OF SHORT DURATION (2-10 HRS.) NOT NECESSARY IF TANGENT SECTION IS LESS THAN 600' (SEE NOTE 9) W20 -3A -48 36" PERMITTED ON ROADS WITH TRAFFIC VOLUMES BELOW 100 VEHICLES PER DAY. ROAD CLOSED I MILES AHEAD LOCAL TRW'C OW R11-3-60 �i ir TRAFFIC NOT ALLOWED TO CROSS PROJECT CONTROL DEVICES WHEN A ROAD CROSSES A CONSTRUCTION PROJECT W1 -3R-36 W20 -4C-48 WHEN A LANE IS CLOSED ))) rt 7/2 OR XX MPH W13-1-24 W14 -7R-12 12x36 d W1-8-24 ON FACE OF TYPE 111 BARRICADE 7 �..-, END CONSTRUCTION Adria yogi Drive Safely G20-2-60 R40-14-48 WORK AREA MAXIMUM 1000 FEET IF LENGTH OF REFUGE AREA IS OVER 1500' THE W20 -1D AND W20 -4C MUST BE REPEATED. WITH TYPE B FLASHING /WARNING LIGHT. WORK AREA MAXIMUM 1000 FEET. 25' - 50' SPACING DETERMINED BY CONDITIONS. DO NOT PASS R4-1-24 W20 -4C-48 WITH W13-1-24 OPTIONAL. ROAD WORK (WHEN LANE IS CLOSED OVERNIGHT) W20 -1E-48 DOUBLE YELLOW CENTERLINE OR RAISED PAVEMENT MARKERS AT 10' CENTERS W1 -4R-36 XX. MPH W13-1-24 W14 -7L-12 Z 12x36 END CONSTRUCTION %,iagI you Dsiut Safe/y G20-2-60 R40-14-48 REMOVE EXISTING STRIPE FOUR TYPE 111 BARRICADES 10 PROTECTION BARRIERS (SEE NOTE 10) FOUR TYPE 111 BARRICADES 15' - 25' SPACING WITH TYPE C STEADY BURN -LIGHTS 13 PROTECTION BARRIERS TO END OF SHOULDER (SEE NOTE 10) 8"X24" MIN. ORANGE AND WHITE STRIPED VERTICAL PANELS AT 50' CENTERS R11-2-48 M4 -10L-48 REMOVE -r-\ EXISTING STRIPE ROAD CLOSED a DO NOT PASS R4-1-24 W20 -2C-48 W20-10-48 W20 -1E-48 XX MPH W1-8-24 ON FACE OF TYPE /1/ BARRICADE W1 -4L-36 WITH TYPE A FLASHING LIGHT OR W13-124 BY-PASS DETOUR FOR CLOSED TWO LANE HIGHWAY •XX MPH W13-1-24 WI -3L-36 WHEN SPEED IS BELOW 35 MPH (SEE NOTE 9) WITH TYPE B FLASHING WARNING LIGHT MOUNTED ABOVE TYPE 111 BARRICADE. ROAD CLOSED R11-2.48 CLOSED BEYOND JCT. W20 -3C-48 (SEE NOTE 11) CLOSED A COVER WITH r. ROAD CLOSED R11-2-48 M4 -10L 48 WITH TYPE A FLASHING WARNING LIGHT ROAD CLOSED X MILES AHEAD LOCAL TRAFFIC ONLY WITH TYPE A FLASHING WARNING LIGHTS. 150' TOWN XX XX 41•=1 TOWN TOWN XX ( EAST WITH TYPE B FLASHING WARNING LIGHT MOUNTED ABOVE TYPE III BARRICADE. NOTE: SIGN COVERS MUST BE INSTALLED OVER REFLECTIVE MATERIAL WITH SPACERS TO PREVENT DAMAGE. ROAD CLOSED GENERAL NOTES 1. SIGNS SHOWN ARE USUALLY FOR ONE DIRECTION OF TRAVEL ONLY. 2. DESIGNATION OF SPEED SHOWN ON ADVISORY SPEED SIGNS (18" X 24") SHALL BE DETERMINED BY THE ENGINEER IN ACCORDANCE WITH MUTCD. THE SPEED DESIGNATION SHALL BE AS HIGH AS PRACTICAL AND FEASIBLE. 3. FLAGGER AHEAD SYMBOL SIGN (W20 -7A) SHALL BE USED HEN A FLAGGER IS PRESENT, AND REMOVED WHEN NOT APPLICABLE. 4. ALL SIGNS SHALL BE INSTALLED, MAINTAINED IN A CLEAN CONDITION AND REMOVED BY THE CONTRACTOR EXCEPT SIGNS WHICH SHALL BE INSTALLED AND MAINTAINED BY THE DEPARTMENT OF ROADS OR APPROPRIATE GOVERNMENT AGENCY. 5. G20-1 "ROAD CONSTRUCTION NEXT MILES" SHALL BE USED ON ANY CONSTRUCTION OR MAINTENANCE PROJECT LONGER THAN 2 MILES. 6. WHEN MESSAGE IS NOT PERTINENT, SIGNS SHALL BE TAKEN DOWN, COVERED OR FOLDED. TAPE IS NOT PERMITTED ON THE FACE OF THE SIGN. 7. VEHICLES OR EQUIPMENT SHALL NOT BE PARKED SO AS TO OBSCURE OR DISTRACT FROM TRAFFIC CONTROL DEVICES. 8. FLAGS MAY BE USED TO CALL ATTENTION TO WARNING SIGNS. 9. MAY USE W1 -10L-48 OR W1 -9L-48. 10. PLACE PROTECTION BARRIERS AT A FOUR -TO -ONE TAPER TO THE CENTERLINE WHEN USED TO CLOSE A LANE. 11. WHERE APPROPRIATE THE WORDS "BRIDGE OUT" MAY BE USED INSTEAD OF "ROAD • CLOSED TO XXXX USE HWY XX & XX TO XXXX USE WHERE APPLICABLE LEGEND FLAGGER TRAFFIC CONE 28"MINIMUM HEIGHT REFLECTORIZED DRUM OR TYPE II BARRICADE t=1 BARRICADE TYPE 111 THE ABOVE TO BE FURNISHED BY THE CONTRACTOR * SIGNS INSTALLED AND MAINTAINED BY OTHERS COO= PROTECTION BARRIERS AY 83 JAN. 81 SI SIZE CORRECTION RI 80 ORDING REV N DATE DESCRIPTION OF REV S ON NEBRASKA DEPARTMENT OF ROADS STANDARD PLAN N9 921-R3 TRAFFIC CONTROL CONSTRUCTION MAINTENANCE APP OVED: Af AT i® 150' MIN. 150' MIN. wr 100' MIN. 1 50' MIN. 4 NOTE # I ammegillawo •®. -"1111""" NOTE # I 30 11 F lb h0 �h0 \00 •• •• Of •• '• • .• M'14 L T % .S %1 \00 \h0 -- 0 iC) .1® iQ ®i. 14 / LANES BLOCKED IN INTERSECTION 150' MIN. —004 NOTE #/ 200' MIN. \\\\, ®9 • to I is E 18� o�• . �-� 18 �-' 8 e a e a _lb_ ls 0 ®®F ©I° �.. L •.� '"bs ' 200' MIN. MORE THAN ONE LANE BLOCKED 150' MIN. , 150' MIN. - —� I® i • NOTE #1 NO PARKING ANYTIME USED AS NECESSARY (TRAFFIC FORCED TO CROSS CENTER LINE) i© iQ 50'-100' I! • CSF ®1' OF 46 150' MIN /50' MIN. 200' MIN. • 0, i0 40 a 40 +O 40 FLAGGER WHEN WORK IS IN PROGRESS ROAD CLOSED R11-2 W4 -2R-48 W20 -3A-48 TWO WAY TRAFFIC W6-3-48 W20 - IA- 48 KEEP RIGHT •• TWO LANE STREET (ONE LANE CLOSED) W20 - 4A- 48 W20 -7A-- 36 R4 -7b-24 W20-5LA-48 W4 -2L-48 12 NO PARKING ANY TIME R7-1-12 rit;NOT ENTER R5-1 13 W20 - 5RA - 48 O R3-2-24 4 16 J NOTE # l • DOUBLE YELLOW CENTERLINE IMF .'t ,1 h0 00 \00 13i i® 0 12 11 O14 REMOVE KEEP RIGHT,, • • • i NOTE # •,�) 1s 10 i® ..0411111. • • DIVIDED STREET — HALF CLOSED 200' MIN. 150' MIN. 150' MIN. 1® 10 L NOTE # I MORE THAN ONE LANE BLOCKED (TRAFFIC DOES NOT CROSS CENTER LINE) TWO LANE —ONE WAY (ONE LANE BLOCKED) •••+ WI -6-48 300' MIN. ONE LANE PARTIALLY BLOCKED (TRAFFIC DOES NOT CROSS CENTER LINE) END CONSTRUCTION Tka,rh you Utivt Salt/y G20-2-60 R40-14-48 WI -8L-24 WI -8R-24 NOTE #1 NOTES 1 o1' 1 1 1 Oi LANE BLOCKED NEAR INTERSECTION ago 10 { MULTI—LANE STREET COMPLETELY CLOSED o11 of 0 TWO—LANE STREET COMPLETELY CLOSED 1. UNLESS OTHERWISE DIRECTED BY THE ENGINEER 200 FT. OF LANE LINE IN FRONT OF EACH BARRICADE TAPER SHALL BE REMOVED IF LANE IS TO BE CLOSED LONGER THAN 24 HOURS. LEGEND 0 TYPE .az BARRICADE • TYPE Z£ BARRICADE OR CONES (DAYTIME ONLY) Q CONES OR VERTICAL PANEL. ® HIGH LEVEL FL AGSTAND L WS2 60 I W - WIDTH OF OFFSET S -- SPEED (POSTED OR 85 PERCENTILE) FLAGGER REV. Ng DATE DESCRIPTION OF REVISION NEBRASKA DEPARTMENT OF ROADS STANDARD PLAN N° 932 URBAN TRAFFIC CONTROL CONSTR. 8 MAINT. APPROVED: JUNE 2, 1982 PATE TRAFFIC ENGINEER CONCRETE RE -STEEL w --) PER FOOT PER FOOT Q V) J a. -OF OF N BARREL BARREL (Ft)(Ft)(Ft) (Cu Yds) (Lbs) 4 4 1 4 4 2 4 4 3 4 4 5 4 4 7 4 4 4 44 4 44 4 4 4 4 4 44 4 44 4 4 9 11 '13 15 17 19 21 23 25 27 0.486 0.462 0.462 0.462 0.462 0.462 0.462 0.462 0.462 0.462 0.462 0.462 0.462 0.462 0.470 44.3 44.0 38.2 36.0 36.4 37.3 38.5 39.0 40.1 41.9 43.7 45.5 47.4 49.5 49.4 SLAB & WALL THICKNESSES F-1 w 1,4 TB TO TT 7 SPA. LENGTH 7" 7" 7" • 7" 7" 7" 7" 711 7 11 7 11 7" 7" 7" 7" 7 "1 7" 7" 7" 7" 7" 81" 2 7" 7" 7" 7 11 7" 7" 7" 7" 7" 7" 7" 7" 7" 7" 7" 7" 7" 7" 7" 7" 7' 7" 7" 7111 4 54 4 4 4 4 4 5 5 5 55 6 6 92" 13" 102" 13" 12" 101/2" 9" 81" 12'2 102" 91"" 2 9" 8" 11" 10" 5'-2" 5'-2" 51-2" 51-2" 5'-2" 5'-2" 5'-2" 5'-2" 51-2" 51-211 5"-2" 5'-2" 5'-2" 5'-2" 5'-2" F-2 w N N SPA. LENGTH 4 44 4 4 4 4 4 44 4 44 4 4 18" 18" 18" 18" 18" 18" 18" 18" 18" 18" 18" 17" 16" 15" 131211 2'-5" 2'-4" 2'-5" 2'-5" 2'-6" 2'-6" 2'-6" 2' 46" 2'-6" 2'-6" 2'-6" 2'-6" 21-6" 2'-6" 2'-6" F-3 w N SPA. LENGTH F-5 4 44 4 4 4 4 4 44 4 44 4 4 4 44 4 4 4 4 4 44 4 44 4 4 F-6 LU N N 4 44 4 4 4 4 4 44 4 44 4 4 4 44 4 4 4 4 4 44 4 44 4 4 W-1 w N N SPA. LENGTH 4 44 4 4 4 4 4 44 4 44 4 4 18" 18" 18" 18" 18" 18" 18" 18" 18" 18" 18" 18" 18" 18" 18" 4'-102" 41-9" 41-9" 41-9" 4'-9" 4'-9" 41-9" 41-9" 41-9" 41-9" 4'-9" 4'-9" 41-9" 4'-9" 4'-92" W4.2 w SPA LENGTH 4 44 4 4 4 4 4 44 4 44 4 4 18" 18" 18" 18" 18" 18" 18" 18" 18" 18" 18" 18" 18" 18" 18' 3'-4" 3,-3" 21-7" 21-7" 2'-7" 2'-7" 2'-7" 2'-7" 2'-7" 2'-7" 2'-7" 2'-7" 2'-7" 2'-7" 2'-7" W-3 W n SPA. LENGTH W-5 W 1,4 o N Z 4 44 4 4 4 4 4 44 4 44 4 4 4 44 4 4 4 4 4 44 4 44 4 4 W-6 w 0 Z 4 44 4 4 4 4 4 44 4 44 4 4 8 88 8 8 8 8 8 88 8 8 8 8 8 5 54 4 4 S-1 SPA. LENGTH 72" 9" 10" 13" 122" 4'-10" 4'-10" 4'-10" 4'-10" 4'-10" 4 11" 4'-10" 4 92 4'-10" 4 9" 4'-10" 5 122" 41-10" 5 11" 4'-10" 5 5 5 6 6 91"" 2 82" 8" 102" 102" 4"-10" 4'-10" 4'-10" 4'-10" 4'-10" S-2 W ii SPA. LENGTH 4 4 4 4 4 18" 18" 18" 18" 18" 4 18" 4 18" 3'-5" 4 18" 4 18" 4 16" 3'-5" 4'-2 4'-11 4'-1" 3'-6" 31-5" 3'-5" 3,-511 31 -511 4 141/2" 3'-5" 4 13" 3'-6", 4 12" 3'-6" 4 11" 31-9" 4 121/2" 3'-4" S-3 W v) SPA. LENGTH S-5 4 4 4 4 4 4 4 44 4 4 4 4 4 4 4 4 3 3 3 3 3 33 3 3 3 3 3 3 S-6 4 4 4 4 4 4 4 44 4 4 4 4 4 4 4 4 4 4 4 4 4 44 4 4 4 4 4 4 BAR DIMENSIONS A 0 2'-5" 2'-4" 1'-8" 1'-8" 1'-8" 1'-8" 11-8" 1'-8" 1'-8" 1'-8" 1'-8" 1'-8" 1'-8" 11-8" '1'-8" E F G 1'-8" 11-8" 1'-8" 1'-9" 1'-9" 11-9" 11-9" 1'-9" 1'-9" 1'-9" 1"-9" 1'-9" 11-9" 1'-9" 1'-8" H 2'-7" 3'-4" 2'-6" 1'-10" 1'-9" 1'-9" 11-9" 1'-9" 1'-9" 1'-9" 11-9"‘ 1'-10" 1'-10" 2'-1" 1'-9" J 5 4 1 5 4 2 5 4 3 5 4 5 5 4 7 5 5 5 55 4 4 4 4 44 9 11 13 15 17 19 0.543 0.515 0.505 0.505 0.505 0.505 0.505 0.505 0.505 - 0.505 0.505 53.5 55.1 47.6 44.8 45.4 48.0 50.7 52.1 56.1 59.8' 63.6 7" 7" 7" 7" 7" 7" 9" 7" 7" 7" 7" 7" 7" 7" 71" 2 7" 7" 7" 7" 7" 7" 7" 7" 7" 7" 7"1 7" 7" 7" 7" 7" 7" 7" 5 5 55 5 11" 91" 112" 13" 12" 6'-2" 6'-2" 6'-2" 6'-2" 61-2" '5 102" 6'-2" 5 91/2" 61-2" 5 9" 61-2" 5 71/2" 61-2" 6 10" 61-2" 6 9" 61-2" 4 4 44 4 4 4 44 44 18" 18" 18" 18" 18" 18" 18" 18" 151/2" 14" 121" 2'-6" 2'-6" 2'-6" 2'-6" 2'-7" 2'-7" 2'-7" 2'-7" 2'-7" 21-7" 2'-7" 4 4 44 4 5 5 55 5 4 5 4 5 4 5 4 5 4 5 4 5 4 4 44 4 4 4 44 44 4 4 44 4 4 4 44 44 4 4 44 4 4 4 44 44 18" 18" 18" 18" 18" 18" 18" 18" 18" 18" 18" 6 4 1 6 4 2 6 4 3 6 4 5 6 4 7 6 6 66 4 4 44 9 11 13 15 0.604 0.582 0.548 0.548 0.548 0.548 0.548 0.548 0.573 64.1 64.9 59.3 53.6 56.4 60.4 66.3 68.4 70.2 7" 71" 7" 7" 8121" 7" 7" 7" 711 7" 7" 7" 71" 91"" 2 7" ►7" 7" 7" 71"" 2 7" 7" 7" 7" 7" 7" 7" 71"" 2 5 82" 5 8" 5 9" 5 5 82" 91"" 2 6 6 66 11" 91"" 2 9" 81 '" 2 71-2" 71-2" 7'-2" 71-2" 7'-2" 7'-2" 71-2" 7'-2" 7'-2" 4 4 4 4 4 4 4 44 16" 15" 18" 18" 17" 15" 13" 12" 1212" 2'-8" 2'-8" 21-8" 2'-8" 2'-8" 21-8" 21-8" 21-8" 2'-7" 4 5 4 5 4 5 4 5 4 5 4 4 44 5 5 55 4 4 44 4 4 4 44 4 4 4 44 4 4 44 4 4 44 4 4 4 44 18" 18" 18" 18" 18" 1811 18" 18" 18" 4'-11" 41-91/2" 41-912 4'-9" 41-9" 4'-9" 41-9" 41-9" 41-9" 4'-9" 4'-9" 41-111/2" 41-101/2" 4'-911 4'-9" 4'-911 41-9" 41-9" 4'-9" 4"-10" 4 4 44 4 4 4 44 44 18" 18" 18" 18" 18" 18" 18" 18" 18" 18" 18" 21-7" 21-7" 2'-7" 2'-7" 2'-7" 2'-7" 2'-7" 2'-7" 2'-7" 2'-7" 2'-7" 4 4 44 4 4 4 44 44 4 4 44 4 4 4 44 44 4 4 44 4 8 8 88 8 4 8 4 8 4 8 4 8 4 8 4 8 6 6 54 5 5 5 55 66 9" 10" 1012" 81" 13" 11" 91 "1 2 9" 8" 10" 9" 51-10" 5'-10" 5'-10" 5'-10" 5'-10" 5'-10" 5'-10" 5'-10" 5'-10" 51-10" 5'-10" 4 4 44 4 4 4 44 44 18" 131/2" 16" 18" 18" 16" 14" 13" 112" 10" 9" 5'-10" 5'-10" 5'-10" 5'-10" 5'-10" 5'-10" 5'-10" 5'-10" 5'-10" 5'-10" 5'-10" 4 44 4 4 4 4 44 44 6 64 4 4 4 4 44 44 4 44 4 4 4 4 44 44 4 44 4 4 4 4 44 44 1'-8" 1'-8" 1'-8" 1'-8" 1'-8" 1'-8" 1'-8" 1'-8" 1'-8" 1'-8" 1'-8" 1'-8" 1'-10" 11-10" 1'-10" 1'-10" 1'-10" 1'-10" 1'-10" 1'-10" 1'-10" 1'-10" 4'-3" 4'-1" 4'-1" 4'-1" 4'-1" 4'-1" 4'-1" 4'-1" 4'-1" 41-1" 4'-1" 4 4 44 4 4 4, 4 4 15" 1312" 18" 18" 18" 161/2" 14" 132" 14" 21-7" 21-7" 21-7" 21-7" 21-7" 21-7" 21-7" 2'-7" 2'-7" 4 4 44 4 4 4 44 4 4 44 4 4 4 44 4 4 44 4 8 8 88 8 4 8 4 8 4 8 4 8 7 6 55 5 5 6 66 102" 81" 2 72" 10" 91" 8" 10" 91" 81"" 2 6'-10" .6'-10" 6'-10" 6'-10" 6'-10" 6'-10" 6'-10" 6"-10" 6'-10" 4 4 44 4 4 4 54 162" 122" 10" 13" 12" 101/2" 9" 131/2" 9" 5'-11" 5'-l1" 6'-0" 5'-11" 51-11" 5' -ll" 5'-11" 5'-102" 5'-11" 4 4 44 4 4 44 4 8 7 44 4 4 44 4 4 4 44 4 4 44 4 4 4 44 4 4 44 4 11-8" 1'-8" 1'-8" 1'-8" 11-8" 1'-8" 1'-8" 1'-8" 11-8" • 1'-9" 1'-10" 2'-0" 1'-11" 11-11" 1'-11" 1'-11" 1'-11" 1'-11" 41-3" 4'-2" 4'-1" 4'-1" 41-1" 4'-1" 4'-1" 4'-1" 4'-1" - CD 7 4 1 7 4 2 7 4 3 7 4 5 7 7 7 7 4 4 4 4 7 9 11 13 TO 0.684 0.658 0.592 0.592 0.592 0.606 0.633 0.650 0.770 0.755 0.665 0.681 0.712 0.856 0.842 0.760 0.761 0.796 HALF SPAN 78.3 78.9 74.1 69.0 72.2 77.5 78.8 82.4 93.8 91.9 86.0 83.0 87.3 90.7 111.2 109.1 100.6 96.6 100.0 7" 7" 7" 7" 712" 10" 9" 7" 7" 71" 7" 71 .211 7" 7" 7" 712"1 7" 7" 8" 7" 8" 71/2" 8" 8" 8" 71"" 2 71"" 2 10" 8" 8" 8" 8" 8" 4 4 4 4 1212" 11" 12" 12" 4 11" 4 10" 5 11" 5 11" 81-3" 81-3" 8'-2" 8' -2" 81-2" 8'-2" 8'-2" 81-3" CENTERLINE OF CULVERT. SYMM. ABOUT THIS CENTERLINE - S-5 OPTIONAL CONSTRUCTION JOINT W-6 BARS AT 12" CTRS. CONSTRUCTION JOINT If F-6 S-2 CROSS SECTION OF SINGLE BOX (FoR SPANS OF 6 FEET OR LESS) F-2 4 4 4 4 4 4 4 4 4 4 4 4 4 4 11" 101-2" 1312" 13" 12" 122" 1212" 11" 9" 11" 21-11" 2'-11" 2'-9" 21-9" 2'-9" 2'-9" 21-8" 2'-9" 5 5 5 5 5 5 5 5 122 11" 12" 12" 1" 61-6" 61-6" 6'-6" 6'-4" 6'-4" 6"-6" 61-0" 6'-0" 5 12" 7'-2" TO 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 6 6 6 6 6 6 6 6 7 7 7 7 7 7 7 7 7 7 7 HALF SPAN 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 4 4 4 4 4 4 4 4 18" 18" 18" 18" 18" 18" 18" 18" 4 18" 4 18" 4 18" 4 18" 4 18" 4 16" 4 16" 4 18" 4 18" 4 18" S-5 51-0" 41-11" 4'-9" 41-9" 4'-9" 41-91/2" 41-101/2" 41-101/2" 4 4 4 4 4 4 4 4 15" 13/" 14" 11" 1012" 101/2" 1012" 10" 4 11" 4 10" 5 13" 5 12" 21-7" 2'-7" 21-7" 21-7" 21-7" 2'-7" 21-8" 21-8" 4 4 4 4 4 4 4 4 24" 19" 14" 18" 16x" 14" 15" 13" 4 16" 4 12" 4 15" 4 13" 5'-10" 5'-10" 51-9" 51-9" 5'-9" 51-9" 51-8" 5'-9" CENTERLINE OF CULVERT. SYMM. ABOUT THIS CENTERLINE S-3 W-5 OPTIONAL CONSTRUCTION JOINT W-6 BARS AT 12" CTRS, W-3 CONSTRUCTION JOINT W-2 F-6 F-5 F-3 CROSS SECTION OF SINGLE BOX (FOR SPANS GREATER THAN 6 FEET) F-2 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 5 5 4 4 4 4 5 5 10" 10" 11" 4 4 4 4 19" 14" 18" 6'-2" 6'-- 2" 4 12" 6'-- 4" 4 13" 6'-- 3" 4 14" 6'-- 6" 5 5 5 5 5 5 5 5 10" 10" 11" 6'-4" 6'-4" 4 4 4 4 5 5 5 5 4 10 4 12 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 1'-8" NOTES: THESE CULVERTS ARE DESIGNED FOR HS20 LIVE LOA -DING. FILL IS THE DEPTH OF EARTH COVER (PLUS PAVEMENT) ABOVE TOP OF CULVERT. ALL CONCRETE SHALL BE CLASS "47A -S", "476", "47C -S", OR "AX", WITH A 28 -DAY CYLINDER STRENGTH OF AT LEAST 3,000 PSI., AND A WORKING STRESS OF 1,200 PSI. ALL EXPOSED EDGES OF CONCRETE SHALL BE CHAMFERED. THE MINIMUM COVERING, MEASURED FROM THE FACE OF THE CONCRETE TO THE OF A REINFORCING BAR, SHALL BE 3 INCHES FOR BARS NEAR THE UNDERSIDE FLOOR AND WING FOOTINGS, 11/2 INCHES FOR SKEW BARS AT PARAPETS, AND 2 ALL OTHER BARS. THE MINIMUM LAP FOR SPLICED BARS SHALL BE 24 BAR DIAMETERS. SURFACE OF CULVERT INCHES FOR ALL REINFORCING STEEL SHALL CONFORM TO THE REQUIREMENTS OF ASTM DESIGNATION A-615 OR A-617, GRADE 40 OR GRADE 60, WITH A WORKING STRESS OF 20,000 PSI. PAYMENT FOR REINFORCING STEEL SHALL BE BASED ON QUANTITIES AS SHOWN, AND NO ALLOWANCES WILL BE MADE FOR ADDITIONAL STEEL USED IN MAKING SPLICES. CONCRETE.AND STEEL QUANTITIES PER FOOT OF BARREL INCLUDE CONCRETE AND STEEL IN FLOOR, WALLS AND SLAB FOR A ONE -FOOT LENGTH OF BARREL AS SHOWN IN CROSS SECTION. A FORMED SHEAR KEY IS NOT REQUIRED AT A CONSTRUCTION JOINT WHEN THE WALL THICKNESS IS 81/2 INCHES OR LESS. AS AN ALTERNATE, THE CONCRETE BETWEEN THE VERTICAL WALL BARS SHALL BE PROPERLY COMPACTED AND LEFT ROUGH. TRANSVERSE BARREL BARS, EXCEPT SKEW BARS, SHALL BE PLACED NORMAL TO THE CENTERLINE OF CULVERT. BAR LENGTHS SHALL BE ADJUSTED TO FIT SKEWED BARREL ENDS. SPACING OF BARS IS MEASURED FROM CENTERLINE OF BAR TO CENTERLINE OF NEXT BAR HAVING SAME MARK. PLACE F-3 BARS MIDWAY BETWEEN F-1 BARS, W-3 AND S-3 BARS MIDWAY BETWEEN S-1 BARS. BARS MIDWAY BETWEEN S-2 BARS, FOR F-5 BARS, SPACING EQUALS (SPAN LENGTH PLUS 31/2 INCHES) DIVIDED BY (NUMBER OF F-5 BARS MINUS 1),. FOR S-5 BARS, SPACING EQUALS (SPAN LENGTH) DIVIDED BY (NUMBER OF S-5 BARS), WITH FIRST BAR BEING PLACED ONE-HALF SPACE FROM INSIDE FACE OF WALL. DATA & PLANS PREPARED BY PAUL H. KOENIG, P.E. 2'-2" 2'-2" 2'-2" 4'-2" 4'-2" ALL DIMENSIONS FOR BENT BARS ARE OUT TO OUT AND BAR LENGTHS ARE BASED ON CENTERLINE LENGTHS AS REQUIRED FOR GRADE 40 REINFORCING STEEL. REV. Ns DATE DESCRIPTION OF REVISION NEBRASKA DEPARTMENT OF ROADS STANDARD PLAN No 1104 REINFORCED CONCRETE BOX CULVERTS SINGLE SPAN WITH 4 -FOOT RISE APPROVED: OCT. 1980 BRIDGE DIVISION ENGINEER GRADE 40 GRADE 60 BENT BARS SMS PIN DIAM. PIN DIAM. TURNDOWN and PARAPET BARS 4 4t 4t BARREL and WING BARS 4,5 6t 8t 6,7,8 8t 10t ALL DIMENSIONS FOR BENT BARS ARE OUT TO OUT AND BAR LENGTHS ARE BASED ON CENTERLINE LENGTHS AS REQUIRED FOR GRADE 40 REINFORCING STEEL. REV. Ns DATE DESCRIPTION OF REVISION NEBRASKA DEPARTMENT OF ROADS STANDARD PLAN No 1104 REINFORCED CONCRETE BOX CULVERTS SINGLE SPAN WITH 4 -FOOT RISE APPROVED: OCT. 1980 BRIDGE DIVISION ENGINEER ,,, "' 04 (Ft)(Ft) FILL (Ft) FOR TWO ENDS AT 0 DEGREE SKEW CONCRETE RESTEEL WL WS (Cu Yds) (Lbs) FOR TWO ENDS AT 5 DEGREE SKEW CONCRETE RESTEEL WL WS (Cu Yds) (Lbs) FOR TWO ENDS AT 10 DEGREE SKEW CONCRETE RESTEEL WL WS (Cu Yds) (Lbs) FOR TWO ENDS AT 15 DEGREE SKEW CONCRETE RESTEEL WL WS (Cu Yds) (Lbs) FOR TWO ENDS AT 20 DEGREE SKEW CONCRETE RESTEEL WL WS (Cu Yds) (Lbs) 4 4 1 9.07 789 7'-3" 7'-3" 9.21 827 7'-9" 7'-0" 9.36 836 8'-0" 7'-0" 9.51 849 8'-6" 6'-9" 9.81 868 9'-O" 6'-9" 6'-6" 10.22 2 thru 25 8.75 - 754 7'-0" 7'-O" 9.02 808 7'-6" 7'-O" 9.04 817 7'-9" 6'-9" 9.19 831 8'-3" 6'-6" 9.48 843 8'-9" 6'-6" 956 11'-0" 27 • 9.03 787 7'-3" 7'-3" 9.04 809 7'-6" 7'-O" 9.19 826 8'-0" 6'-9;' 9.48 847 8'-6" 6'-9" 9.64 856 9'-0" 6'-6" 5 4 1 9.26 805 7'-3" 7'-3" 9.54 866 7"-9" 7'-3" 9.69 874 8'-3" 7'-0" 9.71 872 8'-6" 6'-9" 10.14 914 9'-3" 6'-9" 10.42 928 2 9.20 801 7'-3" 7'-3" 9.21 830 7'-6" 7'-0" 9.36 847 8'-0" 6'-9" 9.65 , 869 8'-6" 6'-9" 9.82 878 9'-O" 6'-6" 11'-6" 6'-9" 3 thru 19 8.92 769 7'-0" 7'-0" 9.20 829 7'-6" 7'-0" 9.21 838. 7'-9" 6'-9" 9.37 853 8'-3" 6'-6" 9.66 865 8'-9" 6'-6" 6 4 1 & 2 9.72 826 7'-6" 7'-6" 9.73 884 7'-9" 7'-3" 9.88 897 8'-3" 7'-0" 10.18 908 8'-9" 7'-0" 10.35 937 9'-3" 6'-9" 1,009 10'-6" 3 thru 13 9.09 779 7'-O" 7'-0" 9.37 846 7'-6" 7'-0" 9.38 859 7'-9" 6'-9" 9.54 875 8'-3" 6'-6" 9.85 886 8'-9" 6'-6" 15 9.46 812 7'-3" 7'-3" 9.47 848 7'-6" 7'-O" 9.62 869 8'-0" 6'-9" 9.92 891 8'-6" 6'-9" 10.09 901 9'-0" 6'-6" 7 4 1 & 2 9.90 838 7'-6" 7'-6" 9.91 904 7'-9" 7'-3" 10.06 912 8'-3" 7'-0" 10.36 923 8'-9" 7'-0" 10.54 957 9'-3" 6'-9" 6'-6" 11.87 3 thru 9 9.34 791 7'-0" 7'-0" 9.62 864 7'-6" 7'-0" 9.64 874 7'-9" 6'-9" 9.80 890 8'-3" 6"-6" 10.11 906 8'-9" 6'-6" 11 & 13 9.70 824 7'-3" 7'-3" 9.72 866 7'-6" 7'-0" 9.87 884 8'-0" 6'-9" 10.18 906 8'-6" 6'-9" 10.35 920 9'-0" 6'-6" 8 4 1 & 2 10.14 854 7'-6" 7'-6" 10.15 927 7'-9" 7'-3" 10.31 936 8'-3" 7'-0" 10.62 947 8'-9" 7'-0" 10.80 978 9'-3" 6'-9" 3 thru 9 9.88 840 7'-3" 7'-3" 9.89 889 7'-6" 7'-0" 10.05 907 8'-0" 6"-9" 10.36 930 8'-6" 6'-9" 10.54 940 9'-0" 6'-6" 9 4 1 & 2 10.36 864 7'-6" 7'-6" 10.37 948 7'-9" 7'-3" 10.53 957 8'-3" 7'-0" 10.85 969 8'-9", 7'-O" 11.03 1,001 9'-3" 6'-9" 3 thru 7 10.11 851 7'-3" 7'-3" 10.12 913 7'-6" 7'-0" 10.28 930 8'-0" 6'-9" 10.60 953 8'-6" 6'-9" 10.79 964 9'-0" 6'-6" u., "' 0. •--. (Ft)(Ft) FILL (Ft) FOR TWO ENDS AT 25 DEGREE SKEW CONCRETE RESTEEL WL WS (Cu Yds) (Lbs) FOR TWO ENDS AT 30 DEGREE SKEW CONCRETE RESTEEL WL WS (Cu Yds) (Lbs) FOR TWO ENDS AT 35 DEGREE SKEW CONCRETE RESTEEL WL WS (Cu Yds) (Lbs) 35 4 4 4 1 10.11 896 9'-9" 6'-6" 10.42 927 10'-3" '6'-6" 11.01 975 11'-3" 6'-6" 6 6 6 6 6 2 thru 25 9.92 887 9'-6" 6'-6" 10.22 907 10'-O" 6'-6' 10.67 950 11'-O" 6'-3" 7 7 9 6 6 27 9.93 888 9'-6" 6'-6" 10.38 924 10'-3" 6'-6" 10.83 956 11'-0" 6'-6" 5 4 1 10.45 926 9'-9" 6'-9" 10.77 954 10'-6" 6'-6" 11.24 996 11'-3" 6'-6" 2 10.12 908 9'-6" 6"-6" 10.58 945 10'-3" 6'-6" 11.04 976 11'-0' 6'-6" 3 thru 19 10.10 907 9"-6" 6'-6" 10.42 928 10'-0" 6'-6' 10.88 970 11'-0" 6'-3" 6 4 1 & 2 10.66 950 9'-9" 6'-9" 11.13 982 10'-6" 6'-9" 11.74 1,033 11'-6" 6'-9" 3 thru 13 10.29 929 9'-6" 6'-6" 10:62 950 10'-0" 6'-6" 11.09 992 11'-0' 6'-3" 15 10.41 932 9'-6" 6'-6" 10.87 968 10'-3" 6'-6" 11.35 999 11'-0" 6'-6" 7 4 1 & 2 11.00 983 11D'-0" 6'-9" 11.33 1,009 10'-6" 6'-9" 11.96 1,060 11'-6" 6'-9" 3 thru 9 10.57 952 9'-6"6'-6" 10.91 975 10'-0" 6'-6" 11.40 1,016 11'-0" 6'-3" 11 & 13 10.68 955 9'-6" . 6'-6" 11.16 993 10'-3" 6'-6" 11.66 1,024 11'-O" 6'-6" 8 4 1 & 2 11.27 999 10'-0" 6'-9" 11.62 1,029 10'-6" 6'-9" 12.26 1,085 11'-6" 6'-9" 3 thru 9 10.87 973 9'-6" 6'-6" 11.36 1,014 10'-3" 6'-6" 11.87 1,049 11'-0" 6'-6" 9 4 1 & 2 11.37 1,014 9"-91i 6'-9" 11.87 1,052 10'-6" 6'-9" 12.53 1,110 11'-6" 6'-9" 3 thru 7 11.13 997 9'-6" 6'-6" 11.63 1,039 10'-3" 6'-6" 12:15 1,075 11'-0" 6'-6" FRONT FACE OF WING WALL tl LEFT -HAND -BACK SKEW HALF SPAN SKEW ANGLE hts/1" SKEW BARS AT PARAPET (SKEWED CULVERT ONLY) SHORT WING RIGHT -HAND -BACK SKEW CL CULVERT SKEW BARS IN TURNDOWN (SKEWED CULVERT ONLY) PARTIAL PLAN AT END FRONT FACE OF WING WALL No. 4 BENT BARS AT 18" CTRS. 6" RADIUS 3" 8„ No, 4 BARS 8" r SKEW BARS 1'-6" AT INLET AT OUTLET SECTION THROUGH PARAPETS (TRANSVERSE SLAB BARS ARE NOT SHOWN) W -1O BARS AT 12" CTRS. BACK FACE No. 4 BARS AT 18" CTRS. FRONT FACE A ill 0 r1 0 rn C No. 4 BARS AT 18" CTRS. BOTH FACES 2 - No. 4 BARS 1 BARS SAME AS AT OTHER PARAPET 11" CLEAR BARREL SPAN (Ft) SKEW ANGLE 0 5 10 (Deg) 15 20 25 30 35 4 5 5 5 5 5 6 6 6 5 5 5 5 5 6 6 6 6 6 6 6 6 6 6 6 6 7 7 6 6 6 6 6 6 7 7 8 6 6 6 6 6 7 7 7 9 6 6 6 6 7 7 7 7 EXCAVATION FOR TWO ENDS (Cu Yds) EXCAVATION FOR TWO ENDS CONSISTS OF NEAT EXCAVATION FOR BARREL TURNDOWNS, WING FOOTINGS AND FOOTING TURNDOWNS, BUT ONLY FOR THE PORTIONS BELOW FLOW LINE. LONGITUDINAL BARS IN WALL. FIELD BEND AND EXTEND INTO WING AS SHOWN. No. 4 BARS IN PARAPET. FIELD BEND AND EXTEND INTO WING AS SHOWN. W-5 BARS r W-9 BARS AT 12" CTRS. TO MATCH W -1O BARS A ELEVATION OF WING * FIELD BEND OR CLIP TO MAINTAIN CONCRETE COVER LONG WING , SKEW ANGLE (Deg) ANGLE AL (Deg) 0 30.0 5 27.7 10 25.6 15 23.8 20 22.1 25 20.6 30 19.1 35 17.7 A CONSTRUCTION JOINT THROUGH THE BARREL AND WING FOOTING TURNDOWNS I,S PERMITTED AT OR SLIGHTLY BELOW THE LEVEL SHOWN. A FORMED SHEAR KEY IS NOT REQUIRED IN THIS JOINT. WING DIMENSIONS ARE FITTED TO THE RESPECTIVE SKEW ANGLES, TO A CHANNEL BACKSLOPE RATIO OF 1.5:1 AND TO AN EMBANKMENT SIDESLOPE RATIO OF APPROXIMATELY 2.5:1. 1 BARS W-7, W-9 AND W-10 ARE ALL NO. 4 BARS. SEE PLAN VIEWS AND SECTIONS FOR PARAPET BARS, TURNDOWN BARS, AND OTHER WING BARS. CONCRETE AND STEEL QUANTITIES FOR TWO ENDS INCLUDE ALL CONCRETE AND STEEL BEYOND VERTICAL PLANES PASSING THROUGH ENDS OF BARREL, PLUS ALL CONCRETE AND STEEL NOT INCLUDED IN THE BARREL CROSS SECTION. RESTEEL QUANTITIES INCLUDE SKEW BARS WHEN SKEW ANGLE IS GREATER THAN ZERO. CONCRETE AND STEEL QUANTITIES FOR TWO ENDS ARE ACCURATE FOR ONE OR MORE SPAN -RISE -FILL COMBINATIONS IN EACH LINE OF THE DATA TABLES. QUANTITIES ARE NO MORE THAN ONE PERCENT TOO LARGE FOR MOST OF THE REMAINING COMBINATIONS, AND ONLY SLIGHTLY OVER ONE PERCENT FOR A FEW OF THE SPAN -RISE -FILL COMBINATIONS. WHEN SKEW ANGLE IS GREATER THAN ZERO, PLACE THREE SKEW BARS AT EACH PARAPET AND TWO AT EACH BARREL TURNDOWN AS SHOWN IN THE PLAN VIEWS AND SECTIONS. SIZES OF SKEW BARS FOR VARIOUS SPAN AND SKEW ANGLE COMBINATIONS ARE SHOWN BELOW. BARREL SKEW SKEW SPAN ANGLE BAR (Ft) (Deg) SIZE 4,5,6,7,8 5 thru 45 4 9 5 thru 40' 4 DATA & PLANS PREPARED BY PAUL H. KOENIG, P.E. S-6 BAR rn 9„ SECTION B -B (TRANSVERSE FLOOR BARS ARE NOT SHOWN) No. 4 BARS AT 18" CTRS. No. 4 BARS AT 18" CTRS. FRONT '1 8" it No. 4 BARS (DIAGONAL) W -1O BARS AT 12" CTRS. 3/8 12 11 No. 4 BENT BARS AT 18" CTRS; BACK W-7 BARS AT 12" CTRS. 1 TB + 4" 9" CLEAR W-9 BARS AT 12" CTRS. TO MATCH W -1O BARS No. 4 BARS SECTION A -A REV. N° DATE DESCRIPTION QF REVISION NEBRASKA DEPARTMENT OF ROADS STANDARD PLAN No 1104 REINFORCED CONCRETE BOX CULVERTS SINGLE SPAN WITH 4 -FOOT RISE APPROVED : OCT. 1980 BRIDGE DIVISION ENGINEER