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HomeMy WebLinkAboutF-BRF-34-4(107)DIVIIINDEX OF SHEETS SHEET NO. 1 TITLE PAGE 2 -Tl - 2-T6 TYPICAL CROSS SECTIONS 2 -SI - 2-52 SUMMARY OF QUANTITIES S, DETOUR LOCATION R/ SHEET 2-S2 tR2 3HEETZ-SL 2 -Al -2-A10 PHOTO MAPS 3 PLAN AND PROF1 LE, STA 25+00 TO STA 30+00 4 " " " " 30+00 60+00 5 - " " „ 60+00 " 90+00 6 - ° " 90+00 " 120+00 7 " " " 120+00 " 133+80 8 " " " 299+00 329+25.95 FRONTAGE ROAD " 9-16 DETAILS OF CONSTRUCTION - DRAINAGE & REMOVALS " " 17-23 - GEOMETRICS & GRADES " 24-28 RIGHT OF WAY PLANS ' - " 29-39 ROADWAY LIGHTING PLANS " 40-116 CROSS SECTIONS SN7 42 NOT 4stO 117-120 CROSS SECTIONS AT CULVERT SITES 121 SPECIAL PLAN 1C CONCRETE FLARED END SECTIONS SHEET 10 STATE OF NEBRASKA DEPARTMENT OF ROADS BUREAU OF HIGHWAYS PLANS FOR CONSTRUCTION ON STATE HIGHWAY FEDERAL MD PRIMARY ILROJECT N© F -ERF o 34-4 PlO7D DIPJ. E o U R_J NG':D N AVE. NOWT]= ADAMS COoMN-Y " " 122 " 2C CONCRETE COLLARS & ELBOWS 3C TMR4 SC NOT OSLO " 123-124 - " " 6C (2 -SHEETS) PAVEMENT APPROACH SLABS R1 SHEETS 123 8124, ADDED SHEET 124A " 125-127 " 7C (3 -SHEETS) PRECAST CONCRETE MANHOLE " 128 " " 8C TYPICAL JOINTS - CONCRETE PAVEMENT " " 128A " 9C TYPE 'C"BRIDGE APPROACH SECTIONS ` 1288 '1 IOC APPROACH TERMINAL SECTION MODIFIED STD YLAN.NO. 301-R2 (2 -SHEETS) PAVEMENT DETAILS 303 CURB RAMPS " 328-R1 (2 -SHEETS) 6" TO 10" CONCRETE PAVEMENT " 331 (2 -SHEETS) 6" TO 10" CONCRETE PAVEMENT W,'CURB " 443 (2 -SHEETS) CONCRETE CURB INLETS 920-R1 TRAFFIC CONTROL 921-R2 TRAFFIC CONTROL 922-R1 TRAFFIC CONTROL 704-R1 (G•SHEET$) SAFETY BEAM GUARD 0870 () ADDED SHEETS ING o- V'LLAOE EEc 'YE "�JAOD FAIL YA-Lk'�A LIMITS CONVENTIONAL SIGNS ADDED SHEET ADDED SHEET HASTI NGS M t 1 N 35 J t 1 r J - 1 ' " 6 3231 W.Z Alf _ _ 6 4Z7'5538 45=72.63 3,725 6 ;7,.:../ 1 i0, 56c, 75 I T a 5.a 133480 End Prod: A"-BRF -34-4 (/07),7,vE End Consfrucl/on FED ROAD No STATE FED A+0 04OIECT N4 SHUTREG NS 7 NEER. 7-BRF-34-4 (107)o;v.I 1 - CONTROL N. 4047S 1 o 15 MAR 82* 40473 -2 13 MAY 82 THE 1973 STANDARD SPECIFICATIONS OF NEBRASKA APPROVED BY THE FEDERAL HIGHWAY ADMINISTRATION ON OCTOBER 16. 1973, THE SUPPLEMENTAL SPECIFI- CATIONS DATED NOVEMBER 2.1978 AND THE SPECIAL PROVISIONS APPLY TO THIS -PROJECT. THE WORK ON THIS PROJECT CONSISTS OF GROUPS /-Grad/r9, 3 -Pavement, 4 -Culver", 5 -Landscape 8 88 - Lighting GROUPS I , 3, 4, £ BB ARE INCLUDED IN THE LETTING OF 30Ec., /98/ GROUPS S ARE INCLUDED IN THE LETTING OF AUG. 19, 1982 DESIGN .DESIGNATION - 1960_ -2OQ0 ADT __S7QQ 11,1_00 D H V - 570 _ 6100 Tr_ Z % D. -.__% V._- 6Q. -MPH N,OTICg' HALF SIZE PLANS Scale Reduced approximately 509., Sta. 77 +Go Begin ConsAruc//on 51-a 25 7400 Beg/r; Pry' F'8RF-34-4 007) ,0/1/ APPRsJS Ei- A 1AY , 0 19 8/ U. DEPARTMENT OF TRANSPORTATION FEDERAL HIGHWAY ADMINISTRATION APPROVED 3-3 -z •. 15i.,", ACI5114- 0+6ATOR. o ATE 1.1 I ol" Concrete Pavement 4" Foundation Course (Regular) Subgrode Compaction Integral Curb Profile Grade Point Concrete Median Surfacing 4" Concrete Sidewalk Tie or Conor67'e Curb Sand FII For Median 10'- 0' 210" ▪ 4'-O -4-- 4 rCAL CROSS sEcG'u NS 0" Laferol Obstac!c Clearance James '10'-0" 2, 0„ 4,o'' 4,0,. Longrtudmol Jo .02 /Ft 6'-O" Loterol Obstacle Clearance .04%Ft Varies (34'-O" Max ) 26'- 0" Longitudinal Joint \ . OZ/Ft. 9 VOrieS - (4-0" Min 1� 34' - 0" Varies See Detail O" — t, — — — — 7 8'- 0" - STA. 28+55 TO STA. 29 +37 -t' Varies I 3 3. 01 Lateral Obstacle Clearance 10'-0" 10' 0" 04/Ft 2-0 Longitudinal Joint 34'- O" 02/Ft n 0 3' O —Existing Pavement -- 6:0" Loterol Obstacle 34'- 0" Uories (20'-0" Min) Longitudlnol Joint STA. 29+37 TO STA. 31+25 Varies 1(4'-0"Min. 16'O" Mox) 01/Ft OZ"/Ft • The Area Between New' Curb Existing Slob to be Cleaned to Insure a Good Bond. (See Special provisions) No. 5 x8" Steel Bors 5O" Ctrs. To be Oril led t Grouted Into Existing Slob (W/Approved Grout) ClearancB-" •- - FED. ROAD FEO. AID SHEET DIV. NO. STATE PRO, NO. NO. 7 NEER. F-BRF34.4 (107)DIv,2 2 -TI lo" -o° -O 4 -0 Z -O" No 4 Longi tudinaI Bar I 3' CONCRETE CURB DETAIL 0=0" Lateral Obstacle Cleoronce- —mss 34'-O° 10.-0" Varies (26'-0" Min - 36-0 Max.) Longitudinal Vrif.'r S4441.MGTiff' Wok ��y � 4;L' (io TYPICAL TURNING LANE STA. 31+25 TO STA. 32 +60 STA. 33+62 TO STA. 36 +33 STA. 60+10 TO STA. 62+80 Joint -_- .02/Ft. L4 4'-0" 4'-0" _2=0" .04 /Ft 10.-0' Min 10'- 0" Min. etoils not Shown, See Standard plan 301-R2 $ 531 10'-0" TYPICAL CROSS SECTI#NS Lateral Obstacle Clearance 34.-0" G' -O" Lateral Obstacle Cleoronce--- 34'-0" 10'• 0 10'- 0" 4'-0" 4.-0" 8'- O" 8' 0" 2G'-0" .04/Ft. Longitudinal Joint 02'/Ft. 2=0 Longitudinal Joint .01'/Ft. 01/Ft .0Z%F .04'/Ft (Min.) -ES \ ::ti.` t i► ;C Z irTIC'L'L17 X117 . a\ R" Concrete Pavement 4 Foundation Course (leegular) Subgrad6 Compaction integral Curb Profile 6r de Point Cornets Median Surfacing 4' Concrete Sidewalk 5" Asphaltic Concrete, Type 'B" Shoulder Subgrode Compaction Sand Fig I For Median Cohesive Mater io1 3"MAXMUM SQUEEGEE WIDTH CENTERED ON JOINT FILL WITH '.• RUBBERIZED ". JOINT FILLING=` COMPOUND DETAIL "A" Loterol Obstacle Clearance 10'- 0" (Min.) 10'-0" (Min.1 10 O" 33.-0" 3'-O" 3'-0 STA. 36+33 TO STA.42+05 STA. 46+ 22 TO STA. 60 + 10 33'- 0" 5-0' 30'- 0" l0' -O" (Min.) Lateral Obstacle Clearance 10'-0" 30'-0" Varies Varies 2C -o" See Cktoi l A'(25' 0" Min. — 5"1'.-0" Mox.) (4' Min. iG Max.) Longitudinol Joint Longitudinal Joint 0 OZ/Ft © .01 /Ft. 0 0 0 .0t/ 0 ''''`" wig i i i' i i� G' G �G ii. —G- 4E. . ,.� s w �.� 0 CO 8'-0" 8'-0„ 8'- 0" See Detail"A" .04/Ft 3=0" Laterol Obstacle Cleorone 10'- 0" 10-0" 33'-0" TYPICAL TURNING LANE STA. 64 + 00 TO STA. 66 + 69 STA.80+94 TO STA. 83+65 STA. 84+85 TO STA. 87+ 55 33.-0" 3=0" FED. WOAD DIV. NO. STATE FED. AID PROD. NO. SHEET NO. 7 NEBR. F•BRF•34.4 (167)DivII 2• r2 Bridge Exception: Sta. 42+ 55.38 to Sta. 45+7263 30'- 0 Lateral Obstacle Clearance. 1O -Cr (Min.) 8'-0" See Oetoil "A"i .04'/Ft. (Min.) 25'-0" 8'-O" 8'- 0" 25-0" 8'- O" Longitudinol Joint . 02/Ft. J0� .01'/Ft. ' �� = Z J t��► L� S 'r► Z 1� 0 3'-o 3-0" Longitudinol Joint See Detail "A" 00 N .02/F • .04/Ft STA.66+69 TO STA.80+94 STA.87+55 TO STA.88+16 5-0" For Details not Shown, See Standard Plan 301-P2,328 e 351 COL 38 a OI c.r' Concrete Pavement ® 4` Foundation Course (Regulor) 03 Subgrade Compaction ® integral Curb ® Profile Grade Point ® 4" Concrete Sidewolk ® Asphol I is Concrete, Type " 6" © Shoulder Construction TYPICAL CR SS SEC7fINS f —6'-0" Lateral Obstacle C(earonce Varies 20-0' (' 0 Loterol Obstacle Clearance --- 20'- 0" 10'- 0" (I0=0" Max.) 4'-O" Dories (.36" Min., 4-0" Max.) Dories Surveyed oC'� 4'-0" 3 O" Longitudinal Joint STA.200+85 TO STA.203+09 FED. ROAD ply. NO. STATE FED. AID PNO. SHEET 7 NEER. (-pn 1,ROJ. 7{ F-8R�'J4.4 (IV ) Diy.11 /'')50. L-1-5 �— Frontage Rood Mainline ne Varies STA. 299+00 TO STA. 329+00 STA. 401+ 20 TO STA. 403+ 40 For Details not Shown, See `'tondord Pion 301- /22 331 OI al -Concrete Pavement Q 4" Foundation Course (17egular) 03 Subgrode Compaction Profile Grade C'a'nt 0 54 Asphaltic Concrete, Type "8 - © Shoulder Sub9rode Compaction 2 Op O :1 30-0" Loteral Obstacle Clearance 10-O" T YPICAL CRtSS SECTIt*NS Voris S 8.-0" (33 O" Min., 42.-0" Max.) 24-0" Varies Varies 30'-O" Vor'es (33'-0" Min, 42=0" Max.) 30=0". See Detail "A" • ''.''.. 0 A Lf 00 4/Ft See Detoi t "A" Slope Varies (41=O"Min.,18:0"Max) 4'0" 2'O" .04' Lateral Obstacle Clearance l0-0" 310" Longitudinol Joint 42'-04 Lateral Obstacle Clearance 10=0" 10=0" M:0"Min., 18:OI4ad 2=0. 4.0" See Detail "A" .04'!Ft 0 Sf. STA.88+50 TO STA.99+50 LongitudinoI Joint 42'-O" See Detail "A" .04 /Ft 3=0" (Min) IED. ROAD DIV. P.O. STATE FED. AID SHEET P40. 7 NEBR. F -$RF -34 -4 (107) DIv.II 7-T3 3"MAXIMUM SQUEEGEE WIDTH CENTERED ON JOINT - r FILL AWITH RUBBERIZED kJOINT FILLING COMPOUND DETAIL "A' 10-0" Nish.) 30=0" 8'-O" 24'-0" 18' O" 18-04 See Detail -A"-\ I See Oetai I A" Lateral Obstacle Clearance 10'-0" 10.-0" a'-04 (Min,) 30'- 0" Longitudinal Joinf LEFT LANE STA.99+50 TO STA.100+07 STA.107+19 TO STA.I21 +00 Lateral Obstacle Clearance 10-0" 42'-0" Longitudinal Joint RIGHT LANE STA.99+50 TO STA. I00+07 STA. 107+ 19 TO STA. 117+ 00 42'-O" 30:0." 10=0" (Min. ) 8=0" 24=0" Varies Varie s Ste Detail -A" See Detail "A" 4=0" 2.0" (6:0"Min.18=0'Mox.) 2'O 4-0" C/2' Max. ) See Detail "A" 04%Ft.- .015'/Ft. 04/Ft " . ismeasemiesismic 44ma �a..� © w moi' S 3'O" Slope Varies 3' Longitudinal Joint .04%Ft _ .01/Ft O f—Vir.015%Ft _ _ _ .04/Ft 0 3-0 0 Longitudinal Joint © 3=0' Lateral Obstacle Clearance 10'-O" 10=0" (Min.) 8,0„ Ste Detail "A` TYPICAL TURNING LANE STA. I00 +07 TO STA. I03 + 26 STA.103+98 TO STA. I07+ 19 10-0" (Min For Octal. Is rot own, See Standard Plan 328 Varies Vories (101-0" Min) 8" Asphal tic Concrete, Type "8" Profile Grade Point Subgrade Compaction 6" Asphaltic Concrete, Type "B" Asphaltic Concrete Curb Shoulder Subgrode Compaction (!010" Mtn) Varies 210" 5-0" Min TYPICAL CROSS SECTIONS 421-0" 24'-0" 8'-0" Max. 4=0" 2=0 181-0" Varies Varies (42-0" Max.) Varies Varies 14'-0" Min. 24'-0" Max. 5'-O" Min. 2-0 8'- 0' Max. (10=0 "Min LEFT LANE STA.121 + 00 TO STA. I24 +60 Vanes '7'-O' (10'-0" Min) 2 0 5'-0' 25'-0" 44-0" Min. 55-0" Max. GG-0"Min .04/Ft— Slope Varies RIGHT LANE STA. 117+ 00 TO STA.124+60 * Variable Thickness Over Existing Concrete Pavement Beginning at Sta. 121+00 (Existing Concrete Pavement not Shown). 5' 0" 20 Varies (10=0"Min ) FED. ROAD FED. AID SHEET DIV. NO. STATE PROD. NO. NO. 7 NEsR. F.BRF-34.4 (107) Div.0 2-T4. !(o' 0" Max. Slope Varies Existing Concrete Pavement- 5 Existing 12oad Varies (1010„ Min) SPHALTIC CONCRETE CURB DETAIL Varies 7-0 Z"0., 510" STA. 124 +60 TO STA. I25 + 86 * Variable Thckness Over Exis'ing Concrete Pavement. Varies 24'-0" Mn 44'-C' Max Vcri's J 7'--0Varies (I0-0"Min ) 5- 0" 2=07 Slope Varies Slope Varies Varies "1 (1C'-0" Min.) 7-7 Exis`mg Cor-cre`e Pavement mat Existing 12aod STA. I25+86 TO STA. I30+00 SIE Variable Thickness OvePavement _ Mories (10-0° Min) Varies (10'O"Min ) T YPUIy GV:S CR SS SEly U L'NS 8-O" 12'-0" 8'- O" 6" Asphaltic Concrete, Type "15" Profile Grade point Su bgrode Compoction Shoulder Construction R CONNECTII TO TOWARD STR CONNECTION FINISHED GROUND LINE IN IMPERVIOUS SOILS PLACE 7 CU. FT. OF GRAVEL TO PROVIDE DRAINAGE OF HYDRANT BARREL. WATER MAIN TAPPING SLEEV HRUST BLOCK RING AREA= Q. FT. — 15"X15"X 4 c C BLK. GA VALVE -- FIRE HYDRANT DETAIL Sta. 130100 STA. 600+60 TO STA. 604 +33 100' Feoflier Sta. 131 +00 New Surfoce Old Surfoce Varies 6:1 FEATHER DETAIL SOT TON OF RAILROAD RAILS OR R SURFACING 14 AS REQUIRED STEEL PIPE ERCASENERT (SEE SRL/R;ATIOW) MOST EACH ERD BETWEEN LINER 1 NAM DUCTILE MICR NEE DUTLIC OF SAN ANT &CNN 11440 /011 WATER MANS ONLY STEEL WC WOOD TAW BLOOMS TO WATER NAW AT WARDERPOINTS(4 NRS CF TWO NEW SL.00RS PER DOR E0 LOOT NK Loom) CASING DETAIL 3'1 10'-0" FED. ROAD IED. AID INSET DIV. NO. ►BOJ. NO. NO. 7 NEIR. F BRF-34.4 (107) DIv.II 2-T. CONCRETE BLOCKING FOR FITTINGS DETAIL GRADING ITEMS I T E M COVERCROP SEEDING FIELD LABORATORY, TYPE "C" MOBILIZATION CLEARING C GRUBBING TREES -OYER 12 TO 24 INCHES IN DIAMETER CLEARING L GRUBBING TREES -OVER 24 TO 36 INCHES IN DIAMETER CLEARING 6 GRUBBING TREES -OVER 36 TO 48 INCHES IN DIAMETER CLEARING L GRUBBING TREES -OVER 48 INCHES IN DIAMETER GRUBBING DIAMETER GRUBBING DIAMETER GIRU08 TNG DIAMETER STUMPS -OVER 12 STUMP$ -DYER 24 STUMPS -OVER 36 TO 24 INCHES IN TO 36 INCHES IN TO 48 INCHES IN GRUBBING -STUMPS -OVER 48 INCHES IN DIAM. GENERAL CLEARING AND GRUBBING EXCAVATION (ESTABLISHED QUANTITY( WATER.APPLIED REMOVING PAVEMENT REMOVING ASPHALT SURFACE REMOVING DRIVEWAY REMOVING WALK GRAVEL FOR TEMPORARY SURFACING 18" REINFORCED CONCRETE PIPE 18" CONCRETE FLARED END SECTION QUANTITY UNIT 1.000 1.000 1.000 2.000 ACRE EACH LUMPSUM EACH 3.000 EACH 1.000 , EACH 1.000 - EACH 1.000 EACH 1.000 EACH 1.060 EACH 1.000 EACH 1.000 EACH 11051.000' CU YD 100.000 M GAL 5048.000 SO 10 1496.000 SO 80 58.000 SO YD 620.000 SO FT 200.000 CU YD 48.000 LIN FT 2.000 , EACH MEDIAN STRUCTURE ITEMS STA. 122+00 BUILD 18"X48' REINF. CONC. PIPE 2 - F.E.S. SPECIAL 5' LT. TO PLAN 1-C 57.5' LT. COMPACTION REQUIREMENTS CLASS III (SEE SPECIFICATIONS) DEPTH BELOW 'PERCENT MOISTURE REQUIREMENTS MINIMUM MAXIMUM FINISH SUBGRADE DENSITY EMBANKMENT UPPER 3' 96±3 WITHIN STATE R.O.W. LINES AT DEPTHS GREATER 95 MIN. NONE AND EMBANKMENT THAN 3' OPT. -36 OF FRONTAGE ROADS, STREETS AND DRIVEWAYS WHICH WILL RECEIVE CONCRETE PAVEMENT. EMBANKMENT OF ALL DEPTHS 90 .MIN. NONE FRONTAGE ROADS AND STREETS WHICH ARE NOT TO BE SURFACED. EMBANKMENT OF ALL DEPTHS CLASS DRIVEWAYS WHICH ARE NOT TO BE SURFACED. SUBGRADE, COMPACTION (CONCRETE PAVEMENT) SUBGRADE COMPACTION, SHOULDER SUBGRADE. COMPAC- TION (FLEXIBLE PAVEMENT). FOUNDATION COURSE THE UPPER 6" 36±3 OF SUBGRADE SOIL OPT.+36 OPT.+26 OPT.+29 1 (SEE SPECIFICATIONS) OPT. -38 THE UPPER 6" OF 100 MIN. NONE SUBGRADE: SOIL OPT.+38 OP1.+19 MT'J. (SEF. SPECIFP'ATJONS) SUMMARY OF QUANTITIES LOCATION STA. 29+10 - 31' LT. STA. 29+70 - 31' LT. TO STA. 30+00 - 36' RT. CULVERT ITEMS ITEM MOBILIZATION CAST IRON COVERS C FRAMES EXCAVATION FOR SEWERS EXCAVATION FOR INLETS AND JUNCTION BOXES CLASS "47A -S"."476" OR "470-S" CONCRETE FOR IN&ETS AND JUNCt10N BOXES REINFORCING STEEL FOR INLETS AND JUNCTION BORES 12" CONCRETE FLARED ENO SECTION 24" CONCRETE FLARED ENO SECTION 12" REINFORCED CONCRETE SEWER PIPE 15" REINFORCED 004408ETE SEWER PIPE 18" REINFORCE° CONCRETE SEWER PIPE 24" REINFORCED CONCRETE SEWER PIPE QUANTITY UNIT 1.000 ` LUMPSUM 2000.000 18 1281.000' CO YD 200.000 - CU YO 51.010 CU 70 3602.000 18 6.000 1.000 399.000 243.000 702.000' 378.000' EACH EACH LIN FT LIN FT LIN FT LIM FT INLETS AND JUNCTION BOXES PLAN N0. CONC. RE -STEEL BUILD CURB INLET, X=3'-11", A=2'-5", Y=8'-0" 443 BUILD 15"x74' R.C.S.P. (FROM CURB INLET 41 TO CURB INLET 42) 2.68 202 STA. 30+00 - BUILD CURB INLET, X=4'-2", A=4'-7", Y=12'-0" 443 4.25 289 36' RT. STA. 30+00 - 36' RT. TO STA. 34+00 - RT. 36' RT. BUILD 18"x400' R.C.S.P. (FROM CURB INLET 42 TO CURB INLET #4) STA. 34+00 - BUILD CURB INLET, X=3'-11", A=2'-5", 36' LT. Y=8'-0" STA. 34+00 - 36' LT. TO STA. 34+00 - 36' RT. BUILD 15"x72' R.C.S.P. (FROM CURB INLET #3 TO CURB INLET 44) STA. 34+00 - BUILD CURB INLET, X=6'-4", A=4'-7", Y=8'-0" 36' RT. (FOR C.T. STEPS) STA. 34+00 - 36' RT. TO STA. 37+00 - 83' RT. BUILD 18"x302' R.C.S.P. (FROM CURB INLET #4 TO JUNCTION BOX 87) STA. 37+00 - BUILD CURB INLET, X=3'-11", A=2'-5", Y=14'-0" 6' LT. STA. 37*00 - BUILD 15"x42' R.C.S.P. (FROM CURB INLET #5 6' LT. TO TO CURB INLET #6) STA. 37+00 - 36' RT. STA. 37+00 - BUILD CURB INLET, 0=3'-11", A=2'-5", 36' RT. Y=14'-0" 443 2.68 202 443 4.57 248 7C 443 3.91 289 443 3.88 289 STA. 37+00 - BUILD 15"x48' BROKEN BACK, R.C.S.P. (FROM 2C 36' RT. TO CURB INLET #6 TO JCT. BOX #7) 1-13" ELBOW STA. 37+00 - 83' RT. STA. 37+00 - 83' RT. STA 83' STA 112 . 37+00 - RT. TO . 40+90 - ' RT. STA. 40+90 - 112' RT. STA. 40+90 - 112' RT. TO STA. 9004+26 - 20' LT. BUILD JUNCTION BOX, YxY1 = 2'-0" x 2'-6", 443 X=3'-3" BUILD 24".372' R.C.S.P. (FROM JUNCTION BOX 1(7 TO JUNCTION BOX 48) BUILD JUNCTION BOX, Y >r 1, = 2'-6" x 2'-6" 443 X = 3'-9" BUILD 24"x6' R.C.S.P. (FROM JUNCTION BOX 48 1C TO F.E.S. M STA. 9004+26 - 20' LT.) 1 F.E.S. STA. 49+85 - BUILD CURB INLET, 0=3'-5", A=2'-5", Y=10' 443 6' LP. STA. 49+85 - 6' 1)'. TO STA. 49+85 - 36' Rf. BUILD 12".42' R.C.S.P. (FROM CURB INLET 49 TO CURB INLET 410) 1.13 10 1.42 95 12 LOCATION STA. 49+85 - 36' RT. STA. 49+85 - 36' RT. TO STA. 49+85 - 120' RT. . vow, „'1 STATE FFD AID AG SAWPAURLr NO 'MB" F -BRE -34.4007) 2-51 • CULVERT ITEMS CONT. INLETS ARD JUNCTION 80805 PLAN N0. CONI. RE -STEEL BUILD CURB INLET, "X=3'-11", A=2'-5", Y=10'-0" 443 .3.02 231 BUILD 12•x88' B.B. - R,C.S.P. (FROM CURB 10 INLET 810 TO F.E.S. @ STA. 49+85 = 120' RT. 2C 1-P.E.S., 1-17° ELBOW STA. 54+00 - BUILD CURB INLET, X•3'-11", A•2'-5', Y•14'-0" 443 6' LT. STA. 54+00 - BUILD 12°x42' R-.C.S.P. (FROM CURB INLET 811 6' LT. TO TO CURB INL8T 412) STA. 54+00 - 6' RT. STA. 54.00 - BUILD 0068 I01.8T, X.3'-11", A=2"-5", Y"14'-04 443 36' RT. STA. 54+00 - 36' RT. TO STA. 54+00 - 85' RT. STA. 58+15 - 36' LT. STA. 58.15 - 36' LT. TO STA. 58+15 - 76' LT. 80240 12"x50' BROKEN -BACK R.C.S.P. FROM CURB 2C INLET 412 TO F.B.S. 8 STA. 54+00 - 85' AT., 10 1-15° ELBOW, 1-F.E.B. 3.92 ' 289 3.90 289 BUILD CURB INLET, X.3'-5", A.2'-5", Y.12'-0" 443 3.20 256 BUILD 12"x40' ISROICEN BACK R.C.S.P. '43RDM CURB 2C INLET 013 TO F.E.S. E STA. 58+15 - 76' LT.) 1C 1-11" CONC. ELBOW, 1-F.E.S. STA. 58+15 - BUILD CURB INLET, X•3'-5", A•2'-5", ,Y"12'-0" 443 36' RT. STA. 58+15 - BUILD 12"x44' BROKEN BACK R.C.S.P. (FROM CURB 2C 36' RT. TO INLET 414 TO F.E.S. R STA. 58+15 - 79' RT.). 1C STA. 58+15 - 1-11° CONC. ELBOW, 1-F.E.S. 79' RT. STA. 62+30 - BUILD CURB INLET, X=3'-5"; A=2'-5", X=12'-0" 443 36' LT. STA. 62+30 - 36' LT. TO STA. 62+30 - 70' LT. BUILD 12"x34' BROKEN BACK R.C.S.P. (FROM CURB INLET #15 TO F.E.S. 9 STA. 62+30 - 70' LT.) 1-9" CONC. ELBOW, 1-F.E.S. 2C 1C • STA. 62+30 - BUILD CURB INLET, X=3'-5", A=2'-5", Y=12'-0" 443 36' RT. STA. 62+30 - ' BUILD 12"x24' R.C.S.P, (FROM CURB INLET 416 1C 36' RT. TO TO F.E.S. 9 STA. 62+30 - 60' RT.) 1-F.E.S. STA. 62+30 - 60' RT. 3.20 256 3.20 256 3.20 256 DIV. 11 PAVEMENT ITEMS 1 TEM SODDING BARRICADES. TYPE III INSTALLATION OF PERMANENT SIGNS MAINTENANCE OF PERMANENT SIGNS MAINTENANCE OF TEMPORARY SIGNS REMOVAL OF PERMANENT SIGNS FLAGGING FIELD LABORATORY. TYPE "Be TRAINING MOBILIZATION INSTALLING TIE BARS (1) CONCRETE (1) CONCRETE (I) CONCRETE (I) CONCRETE (1) CONCRETE (2) CONCRETE CURB BARRIER CURB SIDEWALKS MEDIAN SURFACING DRIVEWAYS FOR PAVEMENT APPROACHES REINFORCING STEEL FOR PAVEMENT APPROACHES C2) 9" CONCRETE PAVEMENT ADJUST VALVE BOX TO GRADE ADJUSTING MANHOLES TO GRADE FOUNDATION COURSE IREGULARI SHOULDER SUBGRADE COMPACTION ASPHALTIC CONCRETE.TYPE 8 ASPHALT CEMENT FOR ASPHALTIC CONCRETE CONSTRUCTING ASPHALTIC CONCRETE CURB EMULSIFIED ASPHALT FOR TACK COAT, APPLIED wATER FOR EMULSIFIED ASPHALT WATER. APPLTEO SEALING SURFACED SHOULDER JOINT SHOULDER CONSTRUCTION SUBGRADE COMPACTION ASPHALTIC CONCRETE THICKNESS CORE CAST IRON C0VER5 & FRAMES QUANTITY UNIT 420.000 S0 YD 2002 .000 BARRDAY 520.000 50 FT 25870.000 SQFTOAY 2620.000 SQFTDAY 520.000 S0 FT 20.000 DAY 1.000 EACH 1000.000 HOUR 1.000 LUMPSUM 74.000 EACH 170.000 LIN FT 134.000 LIN FT 17680.000 SO FT 24617.000 SO FT 36.000 SO YO 233.600 234re60 CU Y 16,355.009 16635.090 IRS 54567.000 1.000 1.000 14610.000 103.564 10610.000 122020.000 257.000 1650.000 SO YD EACH EACH TON STA TON GAL LIN FT GAL 2.000 M GAL 366.000 176.842 40.320 70470.000 8.000 506.000 M GAL STA. STA SO YD EACH. LBS (.I) CLASS "474.5'; "470"OR "47C-5" CONCRETE SHALL SE U5E0, C2) CLASS "475" CONCRETC SHALL DE USED, SAFETY BEAM GUARD RAIL BRIDGE APPROACH SECTION, TYPE 't" APPROACH TERMINAL SECTION MODIFIED 250.000 LIN. Ft. 2.000 EACH 2.000 EACH 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 85-1002 PEN. (;RADE: AASHT() DESIGNATION M-20 a ended to Provide that vIscovry shai1 not be : s. than 800 Poises at 140° F. OR AC 15 VIS. GRADE: AASNr1 • I IESR,NATR)N M-226 SUMMARY OF QUANTITIES LIGHTING ITEMS ITEM PULL BOX. TYPE P8-6 STREET LIGHTING UNIT. TYPE SL -A-45-4-0.40 STREET LIGHTING UNIT. TYPE SL -A-45-6-0.40 STREET LIGHTING UNIT. TYPE SL -B-45-12-0.40 1 1/2 -INCH L 1/2 -INCH .1.161(101 1 1/2 -INCH CONDUIT IN TRENCH STREET LIGHTING CABLE NO. 4 USE STREET LIGHTING CABLE NO. 6 USE STREET, LIGHTING CABLE N0. 6 BARE CONDUIT CONDUIT UNDER ROADWAY UNDER ROADWAY LIGHTING CONTROL CENTER. TYPE "0" LIGHTING CONTROL CENTER. TYPE "R" LIGHTING CONTROL CENTER, TYPE "RP" QUANTITY UNIT 7.000 EACH 3.000 EACH 21.000 EACH 17.000 EACH 810.000 LIN FT 90.000 LIN FT 7391.000 LIN FT 2306.000 LIN FT 14916.000 LIN FT 6621.000 LIN FT 2.000 EACH 1.000 EACH 1.000 EACH LANDSCAPING ITEMS ITEM SEEDING. TYPE "A" SEEDING. TYPE "B" MAINTENANCE OF TEMPORARY SIGNS QUANTITY UNIT 00. 000 8I-.400-.' ACRE& 38.000" ACRE 525.000 - SO1TDAY 111(' DETOUR , •, 0 ,. ,i SIATI ITT OD411%.. Pf'llfll 61 SI 01 ____ MEBO =- 3Ry7-34-4 (107) 2 -SZ P 15/ Ri15 MAR 82 13 MAY 82. 1 Sta. 1334BO End Pt* A-44(144 (107)Oi✓,I ne in0ter - " CLme `I • 35 36 F A 5 Line -_ - 1 In __ 7,74:575.113"; D-�' I 1ax 2z�C sr 1810 5r )LCy Line H I4, 19101Sr 1-- W One N Line 31 32 6 5 DE"OUQ MOT APPLICABLE TO GROUP 5 Sfa. 25 1,00 kin Pick, BR4-•34A(107)0i✓,il 1610 St 17th 16th SI 01 ____ % 1 I Vi m' I Rtl -fi r', 1 1St z ;=urn sr _ 1 ?>• 'I �1"n„ Dr or NrN SI ?tour At As _ 1\ tI�omc sr I �vnon I t31n SI m < ' Q Zi ! Q ' Q Q ¢' -Q > < It Ce 4 is- 1 I em.""�St m c A 5 �n C X _ C• j I m 1< E & L,-.. ,- I'w I 11 12 a. 12 7 T 0 01 t1- L11h Sr } clrngl , n i o a E ' m 7010 } '� e 6 m y3 m° �, �81;- SL .. �\ DE"OUQ MOT APPLICABLE TO GROUP 5 Sfa. 25 1,00 kin Pick, BR4-•34A(107)0i✓,il FED ROAD DIV NO 7 Z FFD AID STATE PIFOI NO F-92F-F4-4;�J'���uti2-Ai BURLINGTON AVE. NORTH ADAMS COUNT Y S T1 T 1: O I' \ 1:13 It S Ii A 1)1:1'A 1(1 AI 1:.N"I' 01' It O-, DS 1 1:13 1 _A I. 1'11O'I-0(;13.1 1'111 1)‘11 5 -5 --SO 1111,1ii No. 4791 1 I - 7n' ALP ROAD f FL) AID AID r i DIV No sr,r, PROI NO AO 7 Nt©R E -3R'-34-4 (^7,✓;v1 2-A2 Z STATE 01' NEBRASKA DEPARTMENT OF ROADS AFRIAI. 1'110TOGGRAI'IIY" u.rrr: 5-5-80 1 1 1(11 1 NO. 4791 SCA I .1 I" = 50' v* .1_L v0 J 7 koo y u 2-43 'STATE OF NEBRASKA DEPARTMENT OF ROADS Ai R AI. PIIOTOGRAPIIT DAD: 5-5-80 ri i -j NO. 4791 SC.%1.h: 50' 'I. -AT 1: 01' N 1: 13 It.A-'F \ 1) 1. 1' 4 ICI- \1 1: A "1' OF It O.\ 1)!-; V I' It I _A 1. 1'1l()I'O(.It \ 1'111 n.cn 5- 5 60 i i u.0 1 vn. 4792 ' 1 I I" - 50' ,CE AID 7 •2-5 ± • T A T I 0 1NEBR .k K A 1)El'A1(TMENT OF ROADS A1I1AL PHOTOUR A 1311 5-5-80 1,-11(111' NO. 4792 S( IA= = 50 0 (y)0 S TA T E OF N E 13 12 A A DEPARTMENT OF ROA I)S A ERI AI, PHOTO(;R A PHY 1)\ I 5-5-80 1 I 1(,111 NO 4792 %. i" = 50 7 ° ("-?G G, v.� 2 ai 1 _1 1. 1•: O 1' .A I; 13 K A 1'.A 11 \I 1 r O I' H .1 1) - _vI'1 3_v1. PH() vHn1 7-80 i [cm i vu_ 4792 �� v i i ▪ 7 I r„„ F 32 34.4 o'! p:v.u. z As • 11 L 1 Z STATE ()F' \ F;13ItASK A 1)E PART MJ \T OF 12OA13S A Ell I A I. I'IIOTO(;H A I'll I” n.Vrtt 5-5-80 1 8.111 No 4792 I" = 50' 7 NL 7-62F-34.4 ",!C7) D,V 2—A8 1 Z STAT N: OF N ICI3HAsK A DEPANTMI:ST OF ROADS AN:i 1A I- I'IlOTO(;x-.PRY DAT!' 5-5-80 11 1(.111 Ac>. 4792 = 50 7 Z ✓'F 2-A9 .41111111 S T A '1' t: 0 I' N 1: H R A S K A 1)EI'AIt"I'MI A T O1= 1tOAI)S AERIAL. P1IOTO(;HAYIIT l)VI I 5-5-80 11.1(1 1 NO. 4792 Al 1` F� = 50' STATE OE 1 I:13HASKA 1)ET'A1(1 \I1:N'I' 01' ROADS .1 1:13 1 .11. 1'1IO'I'OG 1t .1 YII Y u_cri: 5-5-83 11.1(.11T N.o. 4792 ti�'l G 1 = 50' 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. THE CONTRACTOR WILLMOTBE REQUIRED TO FURNISH BORROW ON THIS PROJECT. Shoulder Materia/hsavai/ab/e from within the Righ/of Wav 54 1/77,00 to Sta. /Z9 7,00 on Lf, c RL K T c 1 - T FENO D ROAD EG STATE FED AID PROJECT NO SHEET NO T NEB, F•SEF.344 (10'1) o v. a 3 Z H O b 0 Exc. = 2,090 Cu. Yds. 04/45ldlAilybly, Emb. _ 1,548 Cu. Yds. 8o1. _ /.35 1 St5, OO BePrnjec, F-&2°1/2r;-544(1ot/OivZ "2/`1'< 2157(^ F ✓_ %735.2 N7 Curve - 5to 27+60 8 o Construction Begin 9 Corrcre fe ?1 Sfa 73134.00 = r937Q� 1930 1920 a /900 5 7 ZEAL EL LASC.e& 8 0 30 • NC.E I_ POST waimor 001.10A*0•01V- B \ CONC .4DUR',. 8 8 \• •• 5 55, • .S 8 BARRIPARXIEN R• 5/a. 33.1/0 Gtr ' ' ' 20C,o0 Z.,4e 5hee° /7e21;., Groeie 6 sCONC PL0ARTKING 1960 1950 1940 1930 J920 1910 1900 X O(o Cu. Yds ' • Emb. = u. Yds. + oriole Section + Borro 4 u. Yds. 1.35 /35 IncludesBorrow or Surth r arm• a., i _: f Inn Ar • W % v„ o - --_: -_-.- - - - - — / FH 10FMO 0 •ar=PA�CHar(i if :ft/ :C:L� 7. r%X ____ IMM - r,;-;,.1..::;: `�_ . .� EN MIIIIME=MINIMMEMINI=WIMMIMEMEmMamEM mom iimiimmom iiimmiErgimmemimimmi i i i i-l_11111...a. III ' '- � Ill' � ' ffi� j Jtrh fa 077'7MEI EREMMUMI INIMINIIIPMMIEMEIMIMEMIN HI'iII_______ ' WEINIEMMEMAMI i I____i - _ d 111.111 ME NM 1 III1111M11111110.1M�di i. fir.. iiiiii II IN111111 mii a '• _. _ o _ lt_W .i 4t3 i' ( ►W - 0_,x, thilillnit ♦•tS h1 ` 1� . �y, �} _ V%44! -__WI 111111111 111111111111 MI II% ME -(11-� rV • i .i , iK �-im__. 'Y -ti' R . . -. - -Y Y'S Wl E1S _ - R) -t• 1. 'aO " • L. M-• i_Q % . '� . - - J -J-U-' ' J i! J d J� P +� q� pL O SEC_ P1. STA 46.154709 X = 2,308,080.2739 Y = 344,178.6513 �= 54°17' 26.0' RT. D = 3° 15' T =1,080 3307- Lc'13204786 DE. 5°41' 15" L.T.=233.4539' ST= 116.7 763 Ls = 350 e SEC 1 - T7151 - RIOW 00, a5, 0 • FED ROAD REG O. STATE FED AID PROJECT NO SHEET 7 NERR. F-BRF-34•4(03T4 4 0'5. II _.,.TivaTra • PASTURE RSST,RE • SNOW 5SrICE 5v - OCu.Yds. Emb _ ' • C.u. Yds. ' rchorqe) Emb. -142.11 - 4Yds. Borrow - .732 s. 0 8' 8' 0 •q7 � 1 N N 75- A7,5175 '0 o N ti 0 N LCYCL 30 3 moi Qq: ti. 50 1960 /9 1930 1.20 19 0 900 60 /936 /920 /9/0 /900 /880 •; 5.fo. BOO/00 Ca•3/40 3E2 - T'11 F,i,- T = /20.0253' O55/f1. Cut TVGTEC m a 4 r P,VEN PULP 'RR 'LOP PPTNES, LCOL Em Bor • =10,949 ds. b. Cu Yds. r Yds. 5/, Cu _ /.35 Cu. Yds -©f' .. 22 tee, _C 3. _ ROV., GTFC Cb= 5/0 -9247/2,5-16- 4/00 92x/2896 4/00 ac ,PORCHLP POLE, 2,2 . c cr c.nc .os Cu Yds r* Emb. = 44,407 Borrow = 50, /89 23 Cu. Yds. of Channel Be Used /n O/d Channel) n • • -_Ehv.-79191$-X=1309 (a,5. Y=.374 83859' R# 5/u. 06, t ili( 9(d - 22 00,4t11-, • •V 0 h FED D REGNO STATE FED AID PROJECT NO SWEET O NEaR F-9RF 34.4(07) DIv, jI 5 i ;L, 31 --81,l R?W y%o/co/ cix `ion a� Chorine/ Cho "iME/. // /;(5x+. MINf9d' --,---.�-.-=i oil !-_' N Q rO N tv - ty cti E ;cry= /8 000 SE fL£veL L.S.C. .s. t -- 60 Q N r tY hi 8 V CT-Iir' Q tn 70 6 0- Ar /930 /920 /9/O /900 /890 /880 80 5 7 5 O O O CULTIVATED 3659-8 4> T CROP LINE t SEC. 36-TSN-RIOW 4-- CULTIVATED O P1 5TA 111+022207 x = 2,310,531 4283 Y = 349,674 7998 0=4°28300 RT D=0°30 Lc= 895.0008 T=4477280 e = 0.015'/ft. 0i FEO. ROAD NEC. NO STAT E FEO. 40 PROJECT NO. SHEET N0. 7 „EBR. F-8RF•34.4(WlN omit Co 3659-9 *Y) CULTIVATED 0 N - 2,310,500 CROP LINE f e 4 Exc ' 7/O C Ern b. _ / 35 u. Yds. - CULTIVATED 0 n FEEDERS' TA TREES H : D. SEC 31- TEA -R9Wc�i PASTURE = 8.087 Cu. • Emb= .,:: •+i Yds. Borro ,9/ Yds. =/.35 [ —0 0 ai r ...-. 6 0 0 0 U a 'S- • CROP LINE CULTIVATED 0 0 O • PDQ 1'1�r<i2- i; ) di" 'o c#sir > vs✓ aG1? 74., ' 0 .e,i_ Nar15 Baa 4sx 1715/a /17/00 EMI/ =/997,'51-) V0= 800' 1930 0 P1 In 101017 £ttv=L . .40- 1(0 =4 1910 ec b! Dckh LI J9oo 00e er/df/ ,o, C% Rf -0_ /1 O J= Nr /•125704'7` 5 e=c of Di kh R -1 - � Spee b/ Dr ch t 711 W aN or N 44701 E.EVATicN • /890. • • SEA LEVE U. S C G.S. 5 4, 7 8 ? 100 4 8 9 7)0 19,30 - 0.5 10.35 25 ch Lf O. Z .G 20 pec-/ RI 4 — QQ_-�yII CJI Q N - — 3 N 19 O 1900 3 5 ro 8 9 /20 O cu SEC .36-TSN-R10W CULTIVATED PI. STA 127 +85 8755 X = 2,310,685.6975- Y,310685.6975- Y= 351,351 8292 =5°38,168, LT D=0°30 0p. Lc= 11276016 T=564 2562 e = 0.015'/ft. 0 �0 [ . J O rn con FENCE POST,,,N'o .ABIGT BLUE Eft 6 .D 6 OF cDONT. RD powER ROLE 0 0 5 PASTURE LL BOARD O g L 1, FEED BUNK (sI SEC. 25-7 P CROP LINE i(�_ %lam CULTIVATED FED. ROAD REG. NO. STAE T F ED. A10 NO. SH O. 7 NEB,. pnPROJECT F•SRF '344 (107) '-/ D1v.II 0 NT PI=STA 149.992207 X=2310670.9276 -Y=3535266.0360 3° 339' 27.9" RT. D=0° 30' 00" Lc = 73[5529' T= 365.9007 2,310,500 • CROP LINE - BOARD CULTIVATED SEC. 31-T8N - R9W V0 TOP NITNSSS POST •A 0005 0 PASTURE SEC. 30 - T8N - R9W PASTURE D' AAA /DP FENCE POs. EAST EDGE OR. ROAD 0 (Waste 3,905 C,Yds - Exc.- (1,961 Cu. Yds. (Esfab/,shrd Q m1/1. ) Ern b. = 3 743 Cu. Yds. Bo% = 135 0 0 6SSSrQ=n,/-/snn.Y rsa:. 1� - ,mow —i1� --� wArslr�/7im'/.ro7Y37- ;7:wiElPir .+aw1•rr-2w2•scs�cu ��I=F4•14z:•.r_f �� - ��l� 1• iii• �� �� - ii�� NIrE`6iiTi i oM�ra r♦i —- I 0 0 f r GR�1W B1N� 2,311,000 0 h Ni TO M �•a�kr� �tn� ,r:�----R.� sic ra:: .e.Eu.�sariec=MMEIMININ a i�i — - z ���1f.=7}� mill/ Imo:71• 7! TW,..„, ?:>!�>• /";��ji;� ■fit- ' ��iA^E.�•�.il� = M=1= = .=]i'`baWrilarei,�aica.:.iv%M:v.ary��.i-,r10 �7Ml ii�i'M 0. lrWiiH1L'iR'� ♦•IFYr♦7•///Li�YlJ<-i♦/7•iI1��<1JiJ�Ji���.<a.\S,M KWK.lClwiol.i\iSlc ll,M,1 .1>NLHW11f•1VU,V , �— MMMIIIIII ��i\flV ia'1L` V`Il`i,1�1'S\>♦�1T�\ �J�C�f7SM V ► Y iA`fi� i1:�►iJ fi► il'1\ I<1S1'1f'fl•17,1`�6 6� {—ll _•._IM5,.__. ....��s.� Com. ��� �.��J_ �� . _nIT4° .��77.7T7f11.M ll.%/� l MM!� �4.'7 ii/I//AtT/i!•Y!-Il�riL!/::•/.♦i/LFa:�eAre %�I�� M IMIE --- CCS �� �� MMIII �� �.s�.�� ....mmi �C�LS LZfL9[iL �I.I, Y MIP/7S„AMJAM— _i— = MI W M M _ M. "Thi" i�i�larin - MINOMIN C�Oi 6. CM Il III I M. 11MM - 111111=== FIMILIIMIIMESIMIM allEMMTEMTILMITMMIERIWEIIIWE IMMO Mil • 1920 /.I•ursrsi Pe 19/0 1900 .0 _1)ATLAi EIEGArt f _ IIr. EdIE /ZO MINEMINEMpiiiiMI dIi_1_diirii'___ ' MI mom um mipmal MI ' ' - 11111& 4 ' MAIM MIR i iiiiiilliffill 16MIEErn mom= Eimmim mis mamma= mEEIllaiiiiiiMILIMI 130 Z 3 5 7 B /90 • /50 19 1 19 0 1910 900 DEF,s1 WENT OA ROADS STA, OF NEBRASKA FED. ROAD REG. NO. STATE FED. RID PROJECT NO. SHEET NO. 7 mesa. HMV -344(107f DIY.II 8 Lc) STA. 3297'25.. /93L.STA8 • x o0 • STUPE (0 ( STA.309,'7t49= /95'L f STA. 63/40 000 5�1 <\ 0 C'j p3STURE \ T. `� r� i 3 920 iO F567Y463 79 7 9 5475 2 42 LT. IOQ 3 T 003%2 SEC.36"T8N"RiOW k00 PASTURE 5ou1/7 S -75a -e O/%✓E 40 5 9 hee/'E CLr r /q-ofi/e Brc�J 4'32,5/ o0 CULT NAT ED SEC. • 1/O ?00 5'50 DOE 0, Note : For- rT Quonifies See her P/an E Pro S .rtwvacsrsa�.7i ��r+w�+ nr�iaiwi�sni f/usn SErrrr� -- =ra,7.ars� i" rc <1 2=1==� +T17�//IN7lZO • HEM 1a _ .���_ »n.»��ssn.•ziutacr.�r�rar-� — MEI N ,o00 6a p a OF v RORD �e o � .mE ROOF h1'EPW3NAG .alxwER FoLE, �P 212-2 60-D SPiIiE 1 -NW< CULT NATED 299" 300 / 2 3 5 G 7 8 9 3/0 BUILD 9" CONCRETE PAVEMENT STATION TO STATION G 4 :O_ 200+8 203,?3 27+81 -i +8 29 + 33 29+21 SIDE PLAN Sa YDS. 2t. BUILD CONCRETE MEDIAN SURFACING, PLAN 301-R2 STATION TO STATION SIDE SO. FT. 28 t 53 32+62 Lt t Rt 2,937 33 +60 35+71 Lt. ;; Rt 918 35 + 71 40 +00 Lf E Rt. 1 7716 33+35 4 8` Y. -_ - BUILD CONCRETE SIDEWALK, PLAN 301-R2 STATION ..-------SIDE TO STATION I SIDE 1 WIDTH SO. FT, 9G '.----`4, 32•x34 f ____SeiriO 4C+00 OO e / 33 +94 33+35 4 8` Y. -_ - Rt 37+7 203+24 Rt 4 Yu, . IC, 203+56 Lt 203+73 + r2+ Vor '40 33+34 50' /2.1 33+e4 Rt rt Uo_r 250 200+70 Rt 203+24 _t 4 3r 354, 203+60 14'-0" 203+06 Lt. c- 30 33+33 2=5" 3343 Lt 4' v-- 332 33+G3 40 JO Lt 4' 2,508 27 +81 2-7 +8'7 Rt 4 24 29+12 29+33 let Jar 110 FABRIC SILT FgNGe— STATION TO ..-------SIDE STAT.IQ3 LIN. FT. 55+00 _�.---"-40 +00 '.----`4, _ Rf, 527 ` 48E_ ____SeiriO 4C+00 AGIANDONC. LL (SEESPECj94.,.p+ov1510Ns EACH BUILD CONCRETE CURB (SEE SHEET 2 -TI) STATION TO STATION I SIDE 29+37 L' C Rt. 28 + 53 LIN. FT. 170 SODDING 420 SO. YDS. OVE GUARD R/�jL- STATION TO��--SIDE LIN. FT. .44.4"---'' 32+44 Lt. pR `'"--,7i�._ BUILD CONCRETE BARRIER CURB PLAN 301-R2 STATION TO STATION SIDE LIN. FT. 001 76 - 243-'C 134 ,e Remove the west 1/3 only Z00 BUILD CONCRETE DRIVEWAY, PLAN 301-R2 REMOVE EXISTING BUILDING STATION 1 STAT.IQ3 SQ. YDS. SIDE EACH MiE 33 + 72 `�� 90 1 33 +94 33+35 Rt 1 Rt 37+7 65 39'12 1 5t. 44 Lt 32' Rt 33+48 Rt 39~82 203+2o 50' /2.1 :I - Z00 BUILD CONCRETE DRIVEWAY, PLAN 301-R2 STATION TO STATION STATION 1 SIDE SQ. YDS. " • ON +J L.r 5 201+11 _'_=4.1 201+,7 _ g_ _-- 33+35 4+. 36+GS -8ftts.. 35 + 30, 355' 2t, fo Sto 33+30 . 34 Sta. 3 • 84' Lt to Sta. 39+94 8 Wafer Moin 8"Goto Valve,MJ Cast Iron F (Co. 93, MJ s of 8"+8"x8" Tom, OxG'x 1-90' Elbow ) See SheeAN.°2- 4 `+ 1122 Lm Ft 4 Each 480 lbs. ---_' _____„ STATION TO STATION CLEAR TRACT ...------"----- STATION TO " • ON 5E� REMARKS 32+40 985 .� c _ Troct 5 33+35 4+. 36+GS Rt .ct 5 65 32+78 40+30 5t. Tract Arnle•+ + etd FED ROAD STATE FED AID PROI NONO SHEET T MESH +-BRF 34-4 (o) Div a 9 Note • Abandon Existing 8" • Main Sta.39+96-11O1t. to Sta.40+50- I I7'�t. i Proposed !'7, to be Built by the City of Nost nge.- b Slob for well STA. 33+10.00e J'A. 2b�+00 Con+. Slobs ---- Ss -- 0 NIS _1awore. 4 __ NW. euJdinct ; Budding Aobri Silt Fenc Buu dln° • • Museum Resta ur art Cor .eater e"ddtrt° II///) REMOVE ASPHALT SURFACE STATION TO STATION STATION TO STATION SIDE SO. YDS. 31+32 32+00 Rt. 122 K\\\j REMOVE PAVEMENT STATION TO STATION SIDE SO. YDS. 2"I+60 30+70 Lt tr Rt. 961 30+70 202+41 25 985 202+41 203+ 73 Lt t ,Qt. 842 21+81 - 27+87 4+. 1 29 +27 29 +33 Rt. 2 REMOVE WALK STATION TO STATION SIDE SO. FT. 27 +62 28+ 17 01. 410. 29+64 29+80 Rt. 108 32+09 32+13 Lt, 52 27+87 27+87 Rt. 24 29+12 29+24 1 Rt. 24 ;I+::::$ REMOVE DRIVEWAY STATION SIDE STATION TO STATION SIDE SO. ',OS 201178 20Z+55 L.t 6E' J F 0 a 0 — �_.lt✓ L,acoln Porionv Lot Avenue For Information Oril HoUSE BUILD CURB_ RAMP, PLAN 303 STATION SIDE TYPE 2'7182 Lt II 27 +84 Rt. I 29+28 Rt 21S 29+73 Rt 22 32 t 71 Rt 7g 32+78 Lt a 33+43 Lt " 33+48 Rt .10 203+2o Rt :I - 208+23 Lt 4'-7" 208+63 Rt 5 203166 Lt. 3'- 11" ;2) > House L House BUILD REINFORCED CONCRETE SEWER PIPE NO SIZE DESCRIPTION EXC. CU. YDS 1 15'• x 74' Curb Inlet "1 to Curb inlet a2 2 18" x 400' 3 5 x 72' 4 18"x 302' Curb Inlet p5 to Curb Inlet '+4 Curb Inlet 3 to Curb !Net '4 Curb Inlet #4 to Junct-on 3+ 5 i5"x42 6 16"x48' Curb Inlet °5 to Curb inlet '4 Curb Inlet "6 lo ::'unction 3,-: e' '7 Z4' x 37Z Junction Box •7 tc Junct t, tax »e (2) Broken Back with 1-13'Elbow, Sprc:ol 41 35C 33 201 14 43 238 House (1) X O BUILD CURB INLET, PLAN 443 NO. STATION BIDE "7{"• ,•A' "Y EXC. CU. VD& 1 29 + 70 31' 01. 3'- 10 2-5" a' -O" !2 2 30 + 00 30' let. 4'- 2" 4'•7" 12'--0" 21 3 34 + 00 34' L.. 3'- 11" 2'-5" 8=0" 8 . 4 34+00 36'41 6'-4" 4'-7" 8'-0" 84 5 31+00 6' Lt 3'- 11" 2-5" 14'-0" 10 6 37+00 36'21 3' -Il" 2=5" 14'-0" 14 (1) For Cost Iron Step Details, See Speck)! Sion 7-C O BUILD JUNCTION BOX, PLAN 443 NO. STATION SIDE "X"" "V x YI" EXC. CU. YDS. 7 - 37+00 83' Rt. 3'-3" 2'0" x 2'-G" 6 ADJUST MANHOLE TO GRADE, SPECIAL PLAN 7-C STATION SIDE DISTANCE FRAME & FLANGE RING COVER TYPE I 31 + 15 Lt. 2Z' Type II Type g DRAINAGE, CONSTRUCTION S REMOVALS • BUILD CONCRETE MEDIAN SURFACING, PLAN 301-R2 STATION TO STATION 40 ,, t00 42 -538 40 .7.2 03 55400 1 SIDE SO. FT L' gt .522 35,,^11 * EROSION CONTROL STATION TO LENGTH IDTH SO. YDS. 42t50 3+0o Lt kt Vor * 5E6 5p060/ Plan 5-C or Standard PlOn 001 STA SIDE #87 1.y) EACH 13' RI- -------Aamp2N MAN STATI DE EACH _1210 033 f0,70, Lt. Vor 440 Var. • BUILD CONCRETE SIDEWALK, PLAN 301-R2 STATION 40 r 00 45+ 72 TO STATION SIDE WIDTH 1 SQ. FT. 4Z 4 55 + 00 4 __. BUILD 9" CONCRETE PAVEMENT STATION TO STATION SIDE PLAN SQ. YDS. 40 400 .......... 01 t 20 42,, 05.38 Lt. 121' I 331 -- 50 + 36 4a +22.63 11' Lt 55 i- 00 Lt. et. 381 5009 Spec,o!t,(or G -C 14 , , , 54 + 00 G7' Lt. ,_ * EROSION CONTROL STATION TO LENGTH IDTH SO. YDS. 42t50 3+0o Lt kt Vor * 5E6 5p060/ Plan 5-C or Standard PlOn 001 STA SIDE #87 1.y) EACH 13' RI- -------Aamp2N MAN STATI DE EACH _1210 033 f0,70, Lt. Vor 440 Var. • BUILD CONCRETE SIDEWALK, PLAN 301-R2 STATION 40 r 00 45+ 72 TO STATION SIDE WIDTH 1 SQ. FT. 4Z 4 55 + 00 4 __. REMOVE ASPHALT SWLEA-CE STATION TO-- . STA 1 SIDE SQ. YDS. 299 f OC) ....- .......... 01 t 20 t.:.--t-4,4't 587 --------- -- 50 + 36 8 11' Lt ._______ ABANDOtt CISTERN (FoR IN;o_ri3m33.4juort STATION",.....,.... _.......,"^"'Ilb E EACH 48 + 30 I 21 Lt 1 45-0588 250 s<*_.,., 42,51535 46 +223 -- 50 + 36 8 11' Lt 1-7-----, • 754 stc 2 523 Ste 45 to 3o 4.9 ,,,31,3;,-,/,4.°1'::t • /\1c76 r 1,10,`??7-kkg..f. 85 1=-• , 5 Each k1eiccote :rvotbr ' Cost iron .f.,;;itt71gs,M 11J";(53%- * Con 01, Est boof,6; Cross, 2-45° E ba'Ars.4 -• G” Abler 7citior+a,„eye • N▪ ote : Abandon Exist: ng 5 Nater Moen Sta. 45r 32 - 144'121. to 5to. 49 4 28 - 140' Lt. G" Gate Valve 4 Each kelocating trOnf 1 Each CastJ 7tings,M.J. ▪ lbs sists of 2-45'E/bows 1\ic?`e' Abandon Ex st :nq 5" inlater Moir Sta. 54+ 50 - 1332 rc Sta. 5'7+70 - 95' Rt BUILD ASPHALTIC CONCRETE PAVEMENT (FOR INFORMATION ONLY( BUILD PAVEMENT APPROACH SLAB STATION TO STATION 1 TYPE I WIDTH PLAN 45-0588 250 s<*_.,., 42,51535 46 +223 i 8 4 09-0 ' 5peco/ 5 io ,7 j; 45+"203 09.-6 Spec,o!t,(or G -C BUILD ASPHALTIC CONCRETE PAVEMENT (FOR INFORMATION ONLY( STATION TO STATION SIDE SQ. YDS. 299+00 307,Z5 /5+, 55.3 - 154 Rt o Stc ;1'490 - 159 3 ,,• Fobr [0 Si I t FOnCE Br' e .9,oproach n, Type '1 pr-oach Terminal • •-- -2131 ...„,..._. , r /177cial ,,---,..,-4 11" Shee 2-7 Wire a TA•Jpit - „..1..0,P (Wood) 4"D5. Wood -4-• -BUILD FABRIC S LT _EF-Ner--- STATION TO -"STA3114e.-- SIDE LIN. FT. 4.C.....,,,,,_,...-------'74-5 + 10 t 1_1- 018t 901 :4400 0 46+00 fr ,See De/a/7 Phis Woven W,e 611,er Fab Buri SECTION FED. ROAD DIV. P40. STATE FED. AID PROJ. P40. SHEET PPD. 7 NEER. F -3R7- , 10 wore sh9.11 be mon,rnom ><zoLge h 6 ',lox ornurn slay CIng 2 Woo 6 need nor be new 3 Mop.mont oosl spotin and need nor eared FABRIC SILT FENCE 4. 'bC) ▪ C.1 ,e6 7 7 z 3,7 4,1 Fa brtc Bridge 105ec fibn, 7vpe '0 if? t Fence s -Lt--- Sto SA7 9003i-00 • 4, OVE PUMP IS ... STAT SIDE EACH 41 r 3'7 24' Lt LIN. FT. ---__ - 11 -11 -M -ala j2cISTING !31,1iLD4NG -- STAILOA1.••••••---..,_SIDE EACH __- --- - -441 +10 Lt t.IZt of Q --------f---- CLEAR TRACT STATION T1/ 40+30 4Z 62 t CO 30+50 REMARKS k'errove Tracks (by Others) ----12-EM-CLV,g.Z1DER GR2.1__NJ 1).341d111C STAILOA1.••••••---..,_SIDE EACH _,------" 41 r 32 15 /4 Fobric r'enc6 w 1 111 o . - 44+ 14.00 131,41ci 3/4-. . ' r • le gkfirrt :......." Welded Plot '1 11 : r v . r.• t -Composite T e Spectol Plan / ----, ---,,, \- 1/ BUILD SAFETY BEAM GAI11 STATION r STATION SIDE PLAN s REMARKS LIN. FT. -7-74/40 1, \ ‘ LI R7' . 704 -RI, .Spc 75/ a -7C /0C 2-Ap roach Sectiao, r.vpc " " ?' - .41,0proach ,--er-r77+r7a/ SecOr7,- Alocillie-ci 250 s<*_.,., '7 Nolo.. 5/3e 2-7-77`1G-grtEr/ Curb C,50,--r-ier Type) for. Curb M 7117e Area on- Ge.f(7717:71' i7(7//, flan _30/ 7S2, BUILD JUNCTION BOX, PLAN 443 NO. STATION SIDE "Y x Y1" EXC. CU. YDS. 8 40+90 HZ R f 3' - 9" 2,6" XZ -0' '7 10-0 8 10 49+85 351V 3-. 1 1" 0 BUILD CURB INLET, PLAN 443 NO, STATION SIDE "Y" EXC. CU. YDS. 9 41 t 85 50.1 5.-5" 2-5 10-0 8 10 49+85 351V 3-. 1 1" 2'-5'' io'- 0” 14 , , , 54 + 00 G7' Lt. 3'- 1 l” 2'-5"' /4-0 ''0 .12 54+00 5551. 5- I I' 2'5" 14-0" t 4 - -----B141.10 LE, SPECIAL PJA,A1-7-E-te-, - NO. STATION ._11,UF,........- ANGE RING RING COVER TYPE 1 10 ' -Type 5 STATION 1 SIDE STRy_cIUR4 40 s Ce_nd ‘3! 14; -4 EXISTING PIPE CULVERTS, HEADWALLS, STATION TO STATION .100t Zt 12' x 24' re - F.E.S. EXC. CU. 'IDS. 13 BUILD REINFORCED CONCRETE SEWER PIPE 14 8 9 10 I 12 SIZE DESCRIPTION EXC. CU. YDS. 24-,t t11 Junction Sox 8 to F,cred End Section OSlo. 9004 4 22, - 20' Lt advt Z 3 i2"x42 Curb inlet 09 to Curb Inlet 0-10 le 2''x 88 Curb n1e+ .0 10 to Pored End Section @ Sta. 49+85 -120' 5+. P//C 1(0 Curb Inlet 0 1/ to Curb Inlet 0 12 !4 7 x . ,. Curb Inlet 012 to Flored End Sections 0 SP:3,54+00-86'kt Plett/C 56 (13) P,-oker • . : 17° E1bow, Spec la Pion 2-e (4/ ' - 5!boui Speclo Plor 2-C DRAINAGE, CONSTRUCTION & REMOVALS BUILD CONCRETE MEDIAN SURFACING, PLAN 301-R2 BUILD 9" CONCRETE PAVEMENT STATION TO STATION SIDE PLAN SO. YDS. 5St00 Lt. 4 Rt. 70 r00 Lt 8Rt. 3314328 8316 Lt. * Rt. 165 GS 018 36' Rt. 66.13 Lt. Oft. BUILD CONCRETE MEDIAN SURFACING, PLAN 301-R2 STATION TO STATION SIDE SO. FT. 55+00 55+00 60.10 Lt. 4 Rt. 228I 60+10 3488 62t82 Lt. * Rt. 165 GS 018 36' Rt. 66.13 Lt. Oft. 194 66 + IS 15 70.00 Lt. Q Rt. 1548 2'-5" f2=0' 13 16 62160 BUILD CONCRETE SIDEWALK, PLAN 301-R2 ' STATION TO STATION SIDE WIDTH SO. FT. 55+00 Lt. 63+21 Lf. 4' 3488 401 + 20 405+93 Lt. t Rt. 4049 58+15 36' Rt. 3'-5" BUILD ASPHALTIC CONCRETE PAVEMENT (FOR INFORMATION ONLY) STATION TO STATION SIDE SO. YDS. 301+26 316 102 Lt b Rt. 4264 400r86 401+q4, Lt. 24O!K as+40(120'Lt.) 63+40082'Lt) Lt.t IZt. 525 401 + 20 405+93 Lt. t Rt. 4049 * 6" Aspholtic Concrete Driveway e 5/a 30,17/49 = i0 0 M REMOVE ASPHALT S STATION TO 55 too 69.43 /96' Lt 5to 63140 SIDE SO. YDS 1917 New 6' Water Man W 5/0. S/o.400 {OO -. •VE EXISTING BUIL' STATION. IDE EACH 60 _• 30' •. I 60 + 75 52' Rt. 68 + 16 0 BUILD CURB INLET, PLAN 443 P40. STATION SIDE "X" "A" "Y" EXC. CU. YDS 13 68 + 16 36' Lt. 3'- 5" 2'5" 12'-0" 13 14 58+15 36' Rt. 3'-5" 2'-5" t20' 13 15 62x30 3G' Lt 3'-5" 2'-5" f2=0' 13 16 62160 36'kt. 3'-5" 25" 120" 13 CLEAR TRACT STATION TO - REMARKS �►-�,e�?7� 61+5o Rt. rdrl AtA149OtLWgLL (SEE SPE STA .� t 55 DE µ \\ Sfo 404,`04.52 ONS) EACH 44' Rt. NO. SIZE 17 18 24"x 74' 18" x 64' Round E.uiv BUILD REINFORCED CONCRETE PIPE Sta. DESCRIPTION 115 Lt. , 2 Flored s• -0 ons, EXC. CU. YDS. 48 Sta.40+3.60 ound Equiv.- • nd $eCtione Speaiol Pion I -C cad Concrete pipe , 25 O BUILD REINFORCED CONCRETE SEWER PIPE NO. SIZE DESCRIPTION EXC. CU. YDS. 13 12"x40' Curb Inial 4'13 to Flored End Section ® Sto. 58 t 15 -76'L+ P/9t7 /C 56 _ 14 (2"x44' Curb r-1! *14 fo Flored End Section 6 Sta. 58 t 15 - 79' Rt P/1117 IC 32 15 12"x34' Curb in4t µI6 to Flored End Section 6 Ski. 62+30- 70'Lf. geii /C 27 16 12" x 24' Curb Inset 416 to Flared End Section 6 Sto. 62+30-60'Rf. Nen /C 10 roken Back wifhl-1I' Eltatur, Speciol Pfon Z -C (G) Broken Fo.ck with I-9' Elbe+. Speciol Pion 2-C DRAINAGE, CONSTRUCTION & REMOVALS 17//4 REMOVE ASPHALT SURFACE STATION TO STATION SIDE SG. VOL 5o1+ -to 10+00 502+15 Lt. 0let 293 ;,M 17 10286 Lt. t et. 942 84+83 a 86+00 77,- 82 Li. 0 RI. //EC 831-55 , 84+81 Rt. 147 OVE GUARD STAmTIONN TO 72+15(285) BUILD CONCRETE MEDIAN SURFACING, PLAN 301-R2 BUILD 9" CONCRETE PAVEMENT STATION TO STATION SIDE PLAN SG. YDS. 10+00 L+. t Rt. 85+00 Lf. t Rt. 828 10286 Lt. t et. 942 84+83 • 85' 86+00 Rt BUILD CONCRETE MEDIAN SURFACING, PLAN 301-R2 STATION TO STATION SIDE 110. FT. • 70+00 70,19 8) # ia L+. t Rt. 4427 81 +66 Existing 88+67 Lt. t et. 942 84+83 • 85' 86+00 Rt 64 153' Existing , Existing 1" J w 5+34 - LAKE HASTINGS Sta 50O*OO " ' Sto 3/7+28 BUILD ASPHALTIC CONCRETE PAVEMENT (FOR INFORMATION ONLY/ STATION TO STATION SEM SO. YDS. 500+44 70,19 502+13 Lt t Rt 595 316+02 Existing 321+26 Lt. tRt. 4397 600+ 13 • 85' 604+55 Lt. t Rt 1180 IRE H DRA --- - CONSTRUCT EXISTING MANHOLE- .►�'� STATION !".DISTANCE DISTANCE FRAME RING COVER TYPE 70,19 Lt. Rt xisting Exist. Existing 71+44 Existing 44' 1 • 85' Type B 77+ -.• Rt. 153' Existing , Existing 1" J w 5+34 - Lt. 583' Existing Exist ro" Wofer . Pipe 12" Steel Cosinq Relocating Fir . nt *Cast Ir.. ins M.J. lets of 4-45" Elbows ) 366' Lin. Ft 108 Lin. Ft 1Eoch •• lbs. Sta 600*00 .oto 329.2595, /95' Lf Sta 84,-23 ANHOLE TO GRADE, SPECIAL P STATION !".DISTANCE DESCRIPTION F . et E RING COVER TYPE '79 +75 Rt $4`x74' ' ting 22 Exist Existing 82+2 1. • 85' Existirt- .'st Exi3fing +89 Lt 534' Type II BUILD REINFORCED CONCRETE PIPE I. SI' DESCRIPTION EXC. CU. YDS. 77+65 • Zit let. do"x 94' 2oi+nd Equiv. . • • +60 4 , 30" Round Equivalent' Relnforo- - ... .rete pipe, 2 Flored - 10+13, Special P • - . 51 24 $4`x74' Sta. 84+22 - 12o' Lt. -. End Sections, Speciol Plan 22 24'.644' Sto - 120'Rt, Z Flared End Se - • peciol pion I -C 3 — EXISTING PIPE CULVERTS, HEADWALLS, da STATION TO STATION_ SIEL.,........-.."'''''— M•�...�•^'.- HOWLS. F.E.S. - EXC. CU. YDS 77+65 • Zit let. 2 24 602+57 • 18" x 34' 9 — New 6" Water Main 12" Steel Casing i Son Sewer -5 —72 8 • eF • STATION BOX CULVERT, SPECIAL PL 1 EXC. CU. YDS. HWY. 281 a 34 DRAINAGE, CONSTRUCTION & sREMOI(ALS ---------'RCONCRETE BOX CULVERT, SPECIAL P 325 +23 x x160' Reinforesad on Culvert on 21` Skew Fi11 : DUILD CONCRETE MEDIAN SURFACING, P AN 301-R2 BUILD 9" CONCRETE PAVEMENT STATION TO STATION SIDE PLAN SO- YDS. 8il r 00 LC, ICI f00}-043 Lt. f Rt 82* 8542 186x4' Specioi Pion . - ••' to Sta. 9otoo-6Z'Rt.,6u,+d le'x • - • - gook DUILD CONCRETE MEDIAN SURFACING, P AN 301-R2 STATION TO STATION SIDS S0: FT. 884-00 Std. 9Or• • 10+14 on S, Build t--Inforced Concrete 88+60 LC, ICI 5226 Slotted Pipe, Plan . ,_ ° .. ^ w/90•Elbow onOutlet 186x4' Specioi Pion . -� -�- Z 8 • UGTC $S.Oe •Grt.t . t0 3'!0. $fe r lk • CC' tb , ' •n Fops .. , .Ft 12" 9Aesl w4-, 12 Lit: Et btoclptin9 Fin ' t w 1 Each r Cr" Firs of I roCh OrCoot Iron ,M.J. 610IbS. - 4- '=' 'Iboras, 1=90" 0 1/d"6iI .)_,SMeVamp/ Z:7 1•• a" ii.a. re* Y EXISTING PIPE CULVERTS, HEADWALLS STATION TO STATION 85 +46 -230,D HDWLS F.E.S. EXC. CU. YDS. 26 • DRAINAGE, CONSTRUCTION " & REMOVALS • SIZE'".."‘••••...,�` BUILD REINF,ORCED CONCRETE PIPE (MEDIAN S_ DESCRIPTION EXC. CU. YDS. NO- Std. 9Or• • 10+14 on S, Build t--Inforced Concrete 22 18"x12'14 Slotted Pipe, Plan . ,_ ° .. ^ w/90•Elbow onOutlet 186x4' Specioi Pion . - ••' to Sta. 9otoo-6Z'Rt.,6u,+d le'x • - • - gook 25 - ,-• Reinforced Concrete Pipe from ?o•E'tow to Flared End Sec • - Elbow, Special Plan 2-C, 1-Flored End SeNion, Speciol Pion I -C. • DRAINAGE, CONSTRUCTION " & REMOVALS • L\\\1 BUILD 9" CONCRETE PAVEMENT STATION m STATION SIDE PLAN SO. YDS. 100+00 115 +00 115 t00 Lt. e• l2't. 3Z8 97T7. Rt. Z06 Sta.106+02 to St-6'let., .•' 18x/2'Reinforced Concrete Slotted P. on 407 R t8 ;c4' R.0 P. • •° Elbow on Outlet - o Plan Z- C, ( MEDIAN STRucTuR5) Sta. 105+00-6'Kt. to Sic. 105+00-G4'2t., guiId 18" Rein for Concrete Pipe from 10' Elbow te Flared End Section l-Flored Eno Ssction , Special Plan 1-C. (MEDIAN STRUCTURL) 2"1 • x 58' L\\\1 REMOVE PAVEMENT STATION TO STATION SIDE SO. YDS. 1 13 + 10 ' (04 +13 115 +00 Rt. 534 Sta. 1025+62 - 2 -Flared End ions, Special Plot) 1-C. 1I5+OO Rt. Z06 Sta.106+02 to St-6'let., .•' 18x/2'Reinforced Concrete Slotted P. on 407 R t8 ;c4' R.0 P. • •° Elbow on Outlet - o Plan Z- C, ( MEDIAN STRucTuR5) Sta. 105+00-6'Kt. to Sic. 105+00-G4'2t., guiId 18" Rein for Concrete Pipe from 10' Elbow te Flared End Section l-Flored Eno Ssction , Special Plan 1-C. (MEDIAN STRUCTURL) P//4 REMOVE ASPHALT SURFACE STATION TO STATION SIDE SO. YDS, 105+08 24° x 48' Round Equiv.Conore ' (04 +13 Rt, 01 113+10 Sta. 1025+62 - 2 -Flared End ions, Special Plot) 1-C. 1I5+OO Rt. Z06 -«-� Z TRACT. STATION.a TO ----rrffw 1t6t00 1,f Trac E LI CT NON. o • 0 0 —m 8 `vim BUILD REINFORCED CONCRETE PIPE NO - DESCRIPTION EXC. CU. YDS 24 24° x 48' Round Equiv.Conore 108+]2-7G'Lt. , guild 24"x48' Round Equivalent p ed 's, 2 -Florid End Sections, Specie. ' - i -C, 12 25 /8"x 74' Sta. 1025+62 - 2 -Flared End ions, Special Plot) 1-C. 41 26 18'x I2' & Irk 4' Sta.106+02 to St-6'let., .•' 18x/2'Reinforced Concrete Slotted P. on 407 R t8 ;c4' R.0 P. • •° Elbow on Outlet - o Plan Z- C, ( MEDIAN STRucTuR5) Sta. 105+00-6'Kt. to Sic. 105+00-G4'2t., guiId 18" Rein for Concrete Pipe from 10' Elbow te Flared End Section l-Flored Eno Ssction , Special Plan 1-C. (MEDIAN STRUCTURL) 2"1 • x 58' DRAINAGE, CONSTRUCTION & REMOVALS BUILD ASPHALTIC CONCRETE MEDIAN SURFACING MON INFORMATION ONLY BUILD 9" CONCRETE PAVEMENT STATION TO STATION SIDE PLAN SO. YDS. 1/5+00 121.00 117+00 Rt. 5Z8 533 115+00 121+O0 Lt. 328 (GOO BUILD ASPHALTIC CONCRETE MEDIAN SURFACING MON INFORMATION ONLY STATION TO STATION SIDE SO. FT. 124+60 125.86 Lt. ¢ Rf. 1840 K\\\I REMOVE PAVEMENT STATION TO STATION SIDE SO. YDS. 115.00 T 121.00 Rt. 1133 BUILD ASPHALTIC CONCRETE PAVEMENT (FOR INFORMATION ONLY) STATION . TO STATION SIDE SO. YDS. 1 174.00 181 t 00 Lt. 8 Rt. 5416 BUILD ASPHALTIC CONCRETE CURB (SEE SHEET 2-T4) STATION TO STATION SIDE LIN. FT. 124 +60 125+84 Lt e Rt 267 AC %.// REMOVE ASPHALT SURFACE NO. STATION TO STATION SIDE SO. YDS. t 15 f00 121.00 12t.. G67 8 a 8 m UGTC - - FED. ROAD NO. FED. AID *MEET 010. NO. 28 PROJ. NO. NO. T HERR. F•8RF•34-4 (I07)DivE 15 8 _—VGTC�T� 0 1 UOTC N 18,1 1 • BUILD CORRUGATED METAL PIPE STATION TO 29 DESCR EXC. CU. YDS 8 ru9oted Metal Pipe w/HeodwellIs emova Heodwo 6' Lf. 0 4'Rt w / Meta Florae and Sections, 2 -Conn. son. F{pced End Sections, Pion 410, �"�^�•� G • O BUILD REINFORCED CONCRETE PIPE (MEDIAN STRUCTURE) NO. SIZE DESCRIPTION EXC. CU. YDS. 28 18"x48' Sto, 122+00-9.5'U lb 51.5' .t , 2 -Flared End Sections, Spec,ol Plan 1-C. DRAINAGE. CONSTRUCTION & REMOVALS ./ 1 0 —WTC--- Z I AUTOMOBILE JUNK YARD BILLBOARD 8 e B Il L B +A` Aumove to R.O.W. Line only DRAINAGE. CONSTRUCTION & REMOVALS CLEAR TRACT STATION TO O..Sfdi101f 1 REMARKS DESCRIPTION A tStr88 Rt +A` Aumove to R.O.W. Line only DRAINAGE. CONSTRUCTION & REMOVALS REMOVE EXISTING BUILDING STATION SIDE D DESCRIPTION A tStr88 Rt a"r ch 64' t Each +A` Aumove to R.O.W. Line only DRAINAGE. CONSTRUCTION & REMOVALS O POT. STA.25+00 X2,306,060.5107 Y•342,063.2727 O 2' R.P. 3' RT. STA. 26465.47 P.C.C. 5' RT. STA. 20+56.37 P.T. 1' RT. STA, 20+66.40 U P.1. 5' RT. STA 26+13.96 R • 2,201.63' I. • 117.33' 7 • 86,56' P.C.C. 5' RT. STA 20+66,37 P.T. 8' RT. STA. 29+72.04 O 01. 8' RT. STA 30446.67 A • 11636'16.04" 0 • 19°00'00" R • 301.65' 11•60 P.C. 8' RT. STA 30+1529 P.R.C. 2.05' RT. STA 30+74.84 O P.I. 4' LT. STA. 31404.61 A • 11630'19.64" D • 16°00'00" R • 301.65' L • 60.56' T • 30.66' P.R.C. 2.06' RT. STA 30+74,84 P.T. 4' LT. STA 31+34.66 O P.I. 34' LT. STA 33+26.00 4, 1054'3295" RT. O P.I. 8' LT. STA 31+2600 A. 1°54'3286" RT. O 50' R.P. 84.0' 1.7. STA 32+48.5 P.C. 34.0' LT. STA 32+46.5 P.T. 84.0' RT. STA. 32.96.5 8 50' R.P. 94' LT. STA. 33+77,5 P.C. 64' L7. 3TA 33+27.5 P.T. 34' L7. STA. 33+77.6 O 2' R.P. 6' LT, STA. 32+80 P.T. 8' LT. STA 32+60 10 2' R.P. 6' RT. STA. 33462.0 P.C. 4' RT. STA. 334620 P.T. 8' RT. STA 33+62.0 I I 50' R.P. 66' R1'. STA. 32+42.23 P.C. 34' RT. STA. 32+42.23 P.T. 82.85' RT. STA. 32+92.21 12 50' 8,P. 66' RT. STA 33+62.23 P.C. 66,89' RT. STA. 33+32.30 P.T. 35' RT STA. 33+6226 13 15' R.P. 36.17. STA. 301447.00 14 16' R.P. 36' LT. STA 201466.00 I S 15' R.P. 36' RT. STA 203409.00 116 16' R.P. 35' LT. STA. 203409.00 15' R.P. 35' RT. STA. 203+71.00 18 15' R.P. 36' LT. STA. 103+73.00 19 P.I. 4' RT. ' STA. 36+41.92 0. 11 60^ 7 • 301.115' P.C. 4'117. �A 35+12.00 P.R.C. 1.19' 17. STA 36+71.25 20 P.I. 607' LT. 379 36+01.71 A • 1164606.21" • 16°00'00'' R • 301.66' 7 . 31.06' L • 51.04' P.R.C. 1.89'17. STA. 35+71.25 P.T. B'LT. STA 36+3277 21 10' R.P. 32.60' LT. STA 200+72,66 • 12' R.P. 32'17. STA, 201+0666 • 12' R.P. 32' LT. STA 201+11„00 12' R.P. 32' LT. STA. 201447.00 25 30' R.F. 63.01' LT. STA 27+94,66 P.C. 62.40' LT. STA 27+64.67 07. 29.03' LT. STA Z749S.S6 Q 30' R.P. 04' RT. - STA 29+63.00 P.C. 04' RT. STA 29+6300 P.7. 34' RT. STA 29+63,00 GEOMETRICS & GRADES OA P.I. STA. 40+15.47 X - 2,308, 080.27 V - 344, 178.85 C - 54°17'20.00" RT. D - 3°15'00- R - 1,782.95' T • 1,080.33' Le • 16320.47' D.E.- 5.41'15" L.T. • 233.45' S.T. - 118.77' L.& - 360.00' T.& STA. 35+35.14 &C STA. 3848&14 C.& STA.52405.82 &T. STA. 6655.82 O P.I. STA. 300+0.016 D • 346002D" LT. D • 18°00'00" R • 301.58' T•93.16' L • 180.70' P.C. STA. 300400 P.T. STA. 301+80.70 9OO 8 ^4 i lC�a Sto.. 40*4/= Si¢ 9003*00 4 0 ti P.L STA. 306+6630 A - 12°410.3" LT. D - 10°00'00" - 572.96' T - 63.74' L - 12687 P.C. STA 30449256 R.T. STA. 306+1752 OB P.I. STA. 307+0.27 U .4'2°446Y RT. R - 572.66' T - 56.74' ')- l - 125.97 P.C. STA. 307+1762 P.T. 677 568+40.46 OC P.I. STA. 311+50.64 AD 10°07' RT. • R - 572.96' T - 54.15' L 107.99' P.C. STA. 310+96.40 P.T. STA. 312404.48 OD 71. STA. 313+9658 D .4• 110°09'00" R - 572.96' T - 9605' L - 166.46' P.C. STA. 31344.49 P.T. STA. 314+92.92 d55615OMP `.�ffP�.�a��11�1�111'®�tklf..T./�f(.t'.,!PLWAN !'s'4111.111W'"V"/.'� :nrn1111111111a+�e ;�leA AIMIIIIN►AMINNIIIIMMM■tsrAIMwwPwr11n..'".°- O 150' R.P. 120.23' RT. STA. 61+7600 P.C.C. 7325 RT. STA 0+17.60 - 2i90' RT. STA 400+73.39 P.T. 11' RT. STA. 40+023 O 150' R.P. 184' RT. STA. 62+078 P.C. 34' RT. STA 6246678 P.C.C. 41.50' RT. STA. 6240.61 50' R.P. 89' RT. STA 62+70.00 - 70' RT. STA. 406169.00 P.C.C. 41.50' RT. STA 62+0.61 P.C.C. 22.50' RT. STA 400+7339 O4 190' R.P. 119.23' RT. STA. 6644.98 - 150' R.P. 165' LT. STA. 401+19.23 P.C. 15' LT. STA. 401+19.23 P.C.C. 22.50' LT. STA 400+72.39 0 150' R.P. 10' RT. STA. 64+41.23 'P.GG 40.50' RT. STA 63+94.39 P.T. 33' RT. STA. 64+41.23 50' R.P. 85 RT. STA. 54+16.00 - 10' LT. STA. 400+88.00 P.C.C. 22.50' LT. STA 400+72.30 P.C.C. 40.50' RT. STA 63494.39 P.I. STA 402+4803 A - 31°5508.2" RT. D - 19°00'00" R - 301.56' T-86.35 L - 158.26' P.C. STA. 401461.65 P.T. STA. 403+29.91 50' R.P. 66' RT. STA. 403+40.52 P.C. 15' RT. STA 403+40.52 P.T. 66' RT. STA. 403+90.52 50' R.P. 65' LT. STA. 403440.52 P.C. 15' LT. STA 403+40.52 P.T. 56' LT. STA. 403490.52 10 P.1. 8' RT. STA. 60+40.52 A- 11°26'54.W' LT. D - 19°00'00" + 301.617 T - 30.23' L - 50.26' P.C. 5 RT. STA. 60+10.29 P.R.C. 2' RT. STA. 60+70.14 1 I + I. 4' LT. STA. 60499.77 - 11°250.88" RT. D - 19°00'00" R - 301.56' T-3013' L - 80.25 *AC. 2' RT. STA. 60+70.14 + T. 4' LT. STA. 61+30.00 IY R.P. 6' LT. STA -4244000 P.C. 7 -LT. STA. 8200.09 P.T. 4' LT. STA. 62488.00 13 7 R.P. 6' RT. STA 6{100 P.C. 8' RT. STA 04+'00 P.T. 4' RT. STA 8400 14 71. 4.07 RT. STA 66481.95 A - 12°06'03.19" LT. D - 19°00'00" R - 301.85 T - 31.95 L-63.85 P.C. 4' RT. STA. 0546700 P.R.C. 2.40' LT. STA. 56+1324 :, 5/o 404 404, 52 P T. ON SPIRAL 4' RT. 513.611+0.+2 P T. ON VIRAL b' RT. STA 150' R.P. 128.23' tT. STA 51+76.00 P.C.C. 73.38' . A 0+1 P.T. 12723' LTLT. STSTA 93•+26.007.50 P.4. 7.88' LT. STA 66+40.70 A - 10°35'43.85" RT. D - 19°00'00'' R - 301.56' T - 27.96' L - 5677' P.R.C. 2.40' LT. STA. 66+13.24 P.T. 5 LT. STA. 66+88.73 150' R.P. 11' RT.. STA 300+70.28 150' R.P. 184' LT, STA 62+38.79 P.C.C. 41.50'LT. STA 62466.61 P.C. 34' LT. STA. 62+3675 50' R.P. 63' RT. STA 309406.49 P.C. 13' RT. STA. 309+09.49 P.T. 83' RT. STA. 309+68.49 50' R.P. 96' LT. STA. 62+70.00 P.C.C. 41.50' LT. STA 62485.61 P.C.C. 73.38' LT. STA. 0+17.50 167 R.P. 10107 LT. P.C.C. 72.5LT. STA. P.C. 119.2$ LT. STA. 50' R.P. 85 LT. STA 64+109 P.C.C. 72.35 4.1:grA. 411+8280 P.C.C. 40.60 LT. STA 6346439 35' R.P.52' LT. STA. 401494.42 P.C. 17' LT. STA 401+042 P.T. 4893' LT. 8TA 401464.52 (2' LUG 11 LT. STA 40149612) 40' R.P. 96' RT. STA 63495+ 59.75' +66- 59.75' I.T. BTA 40616596 P.C. 20.77 LT. STA 400+8603 P.T. 56.75' LT. STA 401+3600 (2' LUG 1892' LT. STA. 400+0.86) GEOMETRICS & GRADE OA P.I. STA. 74+10.55 OC P.I. STA. 325+03.68 X - 2,310479.57 A - 16°18'11.7' LT. V - 340,869.55 D - 10°00'00" A - 54°02'43 R - 572.96' D - 4°00'00" T - 82.07' T - 920.03' L - 183.03' Le - 976.13' P.C. STA. 324+21.61 D.E.- 7°30'00" P.T. STA. 325+84.54 LT. - 250.22' S.T. - 125.20' 1+ - 375.0' CI) P.I. STA. 327+42.99 T.S. STA 84490.52 A - 11°37'49.9" RT. LC. STA. 68195.52 D - 10°00'00" C.S. STA 78441.84 R - 572.96' S.T. STA 82+16.64 T - 68.35' L - 116.31' P.C. STA. 326+84.64 6 P.I. STA. 319+78.60 P.T. STA. 328+00.95 A - 4°1916.2" LT. D - 4.00" R - 1,287.55' T - 495.58 24 L - 920.88 P.C. STA. 314+92.92 P.T. STA. 324+21.81 i 1 LAKE HASTINGS m P'o o =;.1^ OI 150' R.P. 183' LT. STA. 83+20.78 = 160' R.P. 12' RT. STA. 328+21.72 P.C. 33' 11'. STA. 83+20.78 P.C.C. 40.50' LT. STA. 83+67.61 O2 150' R.P. 119.23' LT. STA. 82457.00 P.C.C. 72.39' LT. STA 83+99.50 P.T. 119.23' LT. STA. 94+07.00 O3 50' R.P. 88' LT. STA. 83+5200 P.C.C. 40.50' LT. STA. 83+87.61 P.C.C. 72.39' LT. STA 83+99.50 4O 50' R.P. 63' RT. STA. 328+57.96 P.C. 13' RT. STA. 328+57.95 P.T. 63' RT. STA. 329+07.96 P.I. STA 802+69.00 A - 63°00'00" D - 19°00'00" R - 368.10' T - 219.44' L - 393.75' P.C. STA. 600+39.56 P.T. STA 604+33.31 O 50' R.P. 88' LT. STA. 84492.00 13 50' R.P. 137.57'81% STA. 83+57.00 P.C.C. 72.39' LT. STA 84+44.50 P.C. 187.56' RT. STA. 83+58.08 P.C.C. 40.50' LT. STA. 84+78.39 P.T. 137.57'111% STA. 84+07.00 10 150' R.P. 119.23' RT. STA. 82457.00 P.C.C. 72.39' RT. STA 83499.50 P.T. 119.23' RT. STA. 84+07.00 O 150' R.P. 119.23' LT. STA. 85+87.00 P.C. 119.23' LT. STA. 84+37.00 P.C.C. 72.39' LT. STA. 84+44.50 150' R.P. 183'117. STA 83+20.78 P.C. 33' RT. STA. 83+20.75 P.C.C. 40.50' AT. STA. 83+87.71 O8 150' R.P. 183' LT. STA 85+23.23 I2 50' R.P. 88' RT. STA. 83x62.00 P.C.C. 40.50' LT. STA. 84+7639 P.C.C. 40.50' RT. STA 83+67.61 P.T. 33'0% STA 85+23.23 P.C.C. 72.39' RT. STA 83499.50 ® 50' R.P. 63' LT. STA 328464.80 - 50' R.P. 62' LT. STA 600459.56 P.C. 13' LT. STA 326+64.60 P.T. 12' LT. STA. 600+56.51 14 P.I. 8.10' RT. STA. 81+25.51 A - 11°5817.87" lT. D - 19°00'00" R-301.56' T - 31.06' L - 63.10' P.C. 8' 111. STA. 80+93.89 P.R.C. 1.85' RT. STA 81+6651 15 P.1. 3.88' tj. STA 81+86.47 A - 11 113.82" RT. D - 19°9100" R - 301.68' T - 2953 L-08.87 P.R.C. 1.80' RT. STA 81+6851 P.T. 4' LT. VA. 82+15.00 4 O„ Sto 6G0.00- SI -12 329+2595= /95'Yt .Sto 614.25 • 16 POINT ON SPIRAL 8' LT. STA 80+93.89 17 POINT ON SPIRAL 8' L1. STA 0+16.54 W - fi" Water Line 12 San Sewer -- -- --ss--- - e -- co - 8 110" R.P. 119.23 RT. STA. 85+87.00 P.C. 119.23' RT. STA 14+31.00 P.C.C. 72.39' R7. STA. 84+41.50 150' R.P. 157' RT. STA 86+23.23 P.C.C. 40,,00' R1'. STA. 84+78.39 P.T. 33' 81'. STA 86+23.23 50' R.P. 88' RT. STA. 84+92.00 P.C.C. 72.39' RT. STA 84+45.50 P.C.C. 40.50' RT. STA 84+76.39 21 50' R.P. 134.78' RT. STA. 84+87.00 P.C. 134.78' RT. STA 84+37.00 P.T. 184.75' RT. STA 84+88.08 22 2' R.P. 6' LT. STA. 83+8500 P.C. 4' LT. STA. 83+86.00 P.T. 8' LT. STA. 83+86.00 2' R.P. 6' AT. STA. 84+86.00 P.C. 4' RT. STA. 84+86.00 P.T. 1' RT. STA. 84+85.00 v 4 CI Gaz Llne_ G - -_--�'f"- 50' R.P. 83' LT. STA 318+62.78 - 50' R.P. 82' LT. STA. 500484.57 P.C. 13' LT. STA. 316482.78 P.T. 12' LT. STA 500+84.57 25 50' R.P. 63' LT. STA 317+93.1 - 50' R.P. Q' RT. STA. 060464.57 P.C. 13 LT. STA. 317.0.22 P.T. 12'1E1. STA 50000.57 9 H I -- G - NANSAS- NEBRASI(A GA5 LINE Buried 2 �8'm 4' 4 30' R.P. 45.24' RT. STA. 500499.71 P.C. 15.71' RT. STA. 501404.28 P.T. 49.53' RT. STA 501+23.51 27 75' R.P. 87' RT. STA. 501+94.24 P.C. 55.54' RT. STA. 501941.75 P.T. 12' RT. STA 501+92.24 211 HWY. 281 8 34 P.I. STA 501+2566 A - 36°13'584" LT. D - 30°00'00" R - 190.98' T-80.86' L - 117.44' P.C. STA 500+88.03 P.T. STA 501+85.47 29 P.I. 5TA 5+20.00* - 117.31' RT. STA 80+49.09" U • •14X LT. R - 229.18' T - 48.72' L - 96.02' P.C. STA. 4+7586 P.T. STA 5++72.88 GEOMETRICS & GRA 8 N B HAND^/ iAb Gt C. a 8 �Bd,NA 6 }. a—° UGTC R Z BURIED O= of ICS) ai---UGTC g- 00 KANSAS- NEBRASKA G GAS 8 LINE BURIED 2'-B O ""X _ A vl _ UGTC --'-- T —G UGTC UGTC G 8 0 a UGTC BURED 2 - 3 8 + BURIED 2 -S -KANSAS- 8NEBRASKA 6 UNE 8 4 • 0 P.1. 33' LT. STA. 88+50.00 A - 0°28' 07.58" LT. O2 P.I. 33' RT. STA. 88+50.00 A- 0°28'07.58" RT. O3 P.I. 42' LT. STA. 99+50.0* 0028'07.58" RT. 4O P.I. 42' RT. STA.99460.00 a- 0°28'07.68" LT. O O P.1. 4' RT. STA. 86+65.23 A - 11°26'54.28" LT. D = 19°00'00" R=301.56' T=30.23' L=60.26' P.C. 4' RT. STA. 86+35.00 P.R.C. 2' LT. STA. 86+84.85 6O P.I. 8' LT. STA. 87+24.48 O7 150' R.P. 142' RT. STA. 88+15.59 A - 11°28'54.88" RT. P.C. 8' LT. STA 88+1559 D = 19°00'00" PT. 5' LT. STA 88+50.00 R - 301.58' T = 30.23' L = 60.28' 8 3' R.P. 5' RT. STA 88+45.00 P.R.C. 2' LT. STA. 86+94.85 CZ' LUG 5' RT. STA 88+48 to P.T. 8' LT. STA. 87+54.71 STA 884801 • 4 GEOMETRICS & GRADES • ti • F \i4l O �� uGrc-&- O O�e-- o�� 1 A II Z DERELICT FNDN.- 7/ Airr7ariv-4w-"AiVAmrAmrAwvAwAinr-Amt:iwinraurAmr,mrAmouordwiwtwt--trik-, -1 AIIIMAIrAwArdrAurdarmraormwdektorM -� I"11 - 8 t -t* + UGTc 8 Buried 2-3, U.S. HWY. 281 8t 34 P.1. STA.111+02.22 X-2.310.631.48 V - 346,874.80 6 • 4°28'30" RT. D - 0°30'00" Lc 896.00' T • 447.73' P.C. STA. 106+64.49 P.T. STA. 115+49.49 P.I. 18' RT. STA. 100+54.94 D - 8°35'08.84" LT. D - 10°0700" R - 572.98' T-48.04' L • 96.86' P.C. 18' RT. STA 100+06.90 P.R.C.. 10' RT. STA. 101+02.31 00 P.I. 6' RT. STA. 101+26.00 • 9°35'08.84" RT. D - 20°00'00" R - 296.48' T • 24.02' L • 47.93' P.R.C. 10' RT. STA. 101+02.31 P.T. 6' RT. STA. 101+50.02 O 100' R.P. 82 RT. STA. 102+85.64 P.C. 18' LT. STA. 102+85.64 P.C.C. 8.53' LT. STA. 103+28.12 0 5' R.P. 4' LT. STA. 103+36.00 P.C.C. 8.53' LT. STA. 103+28.12 P.C.C. 0.84' RT. STA. 103+27.86 75' R.P. 69' LT. STA. 103400.02 P.C.C. 0.54' RT. STA. 103+27.86 P.T. 6' RT. STA. 103+00.02 50' R.P. 94' LT. STA. 103+00 P.C. 44' LT. STA. 103+00 P.T. 94' LT STA 103+50.00 50' R.P. 92' RT. STA. 102+97.00 P.C. 42' RT. STA. 102+97.00 P.T. 92' RT. STA. 103+47.00 40' R.P. 100.87' RT. STA. 103+07.00 P.C. 140.86' RT. STA. 103+08.03 P.T. 100.87' RT. STA. 103+47.00 50' R.P. 94' LT. STA. 104+24.00 P.C. 94' LT. STA. 103+74.00 P.T. 44' 11'. STA. 104+24.00 100' R.P. 82' LT. STA. 104+38.36 P.C.C. 8.53' RT. STA. 103+96.88 P.T. 18' RT. STA. 104+38.36 5' R.P. 4' RT. STA. 10.3+99.00 P.C.C. 8.53' RT. STA. 103+65.88 P.C.C. 0.64' LT. STA. 103468.14 75' R.P. 69' RT. STA. 1065$198 P.C.C. 0.64' LT. STA. 161.4614 P.C. 6' LT. STA. 104+6511 H 0 Lim \ { 50' R.P. 92' RT. STA. 104+27 P.C. 92' RT. STA. 103+77 P.T. 42' RT. STA. 104+27 40' R.P. 98.06' RT. STA. 104+17.00 P.C. 98.06' R1'. STA. 103+77.00 P.T. 138.04' RT. STA. 104+18.03 P.I. 6' LT. STA. 105+97.83 n • 7.39" LT. D - 07' T•iee' L • 47.11' P.C. 8' LT STA. 105+73.98 P.R.C. 9.1111' LT. STA. 106+21.34 r e t 0 P.I. 18.11' LT. STA. 106+89.96 = 9°50'21.83" RT. D - 10°00'00" R - 572.96' T-49.32' L• 65.39' P.R.C. 9.94' LT, STA. 106+21.34 P.T. 1: LT. STA. 107+19-20 4' GEOMETRICS & GRADES FED. ROAD FED. AID *MEET DIV. NO. STAT[ PROD. NO. No 7 NESS. F•BRF•34-4 (107)Dtv.II • 23 Groin 0 0 U S HWS 281 13 34 OP.1. STA. 127485.88 X - 2,310,885.70 Y - 351,361.83 - 5°38'15.8" LT. D . 0°30'86" Lc - 1,127.90' T - 564.26' P.C. STA. 122+21.62 P.T. STA 133+49.22 OB P.I. 30' RT. STA 121+86.90 - 6°39'24.79" LT. D - 1°00'00" R - 5,729.58' T - 283.07' L - 585.69' P.C. 30' RT. STA. 118+83.82 P.T. 4.34' RT. STA. 124+48.52 © P.I. 16.73' LT. STA. 127+73.66 D - 5°39'24.79" LT. D - 1°00'00" R = 5,729.68' T - 283.07 L - 566.69' P.C. 29.86' LT. STA. 124+90.21 P.T. 27.53'11'. STA. 130+57.07 © P.I. 18'14' RT. STA 122+77.81 - 5°39'24.79" LT. D - 1°00'00" R - 5,729.58' T - 283.07' L - 566.89' P.C. 18.00' RT. STA. 119+94.82 P.T. 4.92' LT. STA. 125+59.79 OE 3' R.P. 9.81' LT. STA. 126+64.80 P.R.C. 12.01' LT. STA. 1 P.T. 6.82' LT. STA: 1 P.O.T. 30' LT. STA. 121+00 P.O.T. 30' RT. STA 117+00 P.O.C. 13.85' LT. STA 124+89.90 P.O.T. 14.62' LT. STA. 124+60.39 P.O.C. 1.48' RT. STA. 124+61.36 GEOMETRtCS & GRADES .P. ALL AREAS SHOWN IN ACRES UNLESS OTHERWISE NOTED BURLINGTON AVENUE - NORTH ADAMS COUNTY REVISIONS OWNERSHIP RECORD TRACT NO. I 2 OWNER Mosnord Porth DESCRIPTION TOTAL AREA TOTAL TAKING NEW TAKING EXCESS EASEMENT REMAINDER SKEET PERM. TEMP LEFT RIGHT NO. 6-19-79 E. 1320 of the W. 1360 of tho N.330 of the S. 363'- PC S2 S2 Sep.30-T8N-R9111 NE4SW4 Sec. l- T7N-R IOW Erupt Sam 77 Feet 10.00 0.70 0.70 4 7 0.05 J.A 9.3 7 The School District of Hastings 4 2.5.8 Dawes 8 Foss 1st 8 2nd Add, Sec. I-T7N-RIOW 34.88 1.35 1.31 5 4,5 0.17 33.5 I.P. 3 4 4 3 McDonald's Corp., A Delowore Corp. Edna H.,Spaooe&JohnW.LovrIen,Son-1/2 819.3 Except Hwy. R.W. " " " " " " " " " " 81,611.305,E 37,46$.539F. 3,364.975!. 11,96Q72S.F.11,960.729.F. 3,384.97 S.F. 5,592.34$.P 6.7 56446.33 9,F. 25,505.916.! 4 6 Int ; Wolter J.$ Elsie 1.Porker,HHW�I.L,V2kg Lots 7-12,81k.2 " "" " " " " 8 4 Amelia Finnigsmier Lots 7-12 Blk. I - - i •' " " „ „ " « 37,869.045f. 26,753.44 S!53.48 �7SF. 9 4 1,851146 &F. 11-7-79 6.964:66 9.f. 4 4 8 bonkers Life Insurance Co. of Nebr. Loh 1-6, BR. 2, Dawes a Foss 1st 8 End Add. Sec. I-77N-RIOW NO TAKING 4 9 Fred Spady Motors, Inc. Pt. NE4 8 elk. IL VotlonGs 2nd Add. Sec. I-77N-RIOW 96,361.295E 4.15 9,994.43 S.F. 2.55 9,964.435.2 2.58 86,376.86 S.F. 4 10 James M. Higdon Pt. N2 NE4 Sec. l-T7N-RIOW 11 Nielson Bros. 814. 10, 13 Volland's 2nd Add. Sec I-T7N-RIOW 41,828.341F.. 1,559.30 5.6 1,559.309.6 0.01 0.10 1.6 40,267.0480.2. 4 4 14 Mid Slate Realty, A Nebr. Cap.-----�- SE4 Sec. 36-TBN-RIOW 15 Yassos-Nebr. Natural Gas Co. Inc. 20.97 17.33 16 DietsdM ba -Y tarp, Pt. NE4 Sec. 36- TIN- RIOW 599.98 S.F.5 599.96 S.F. 465.08 S.F 6 6 17 Janice Corotyn Brown ---1-44E Pt. S2N2 Sec, 31-TBN-R9W C. A. ONLY Sec. 36-T9N-RIOW P -1"..1-44E Sec. 1-77N-RIOW 159.11 408,836.948.E 10.21 49.659.19$2, 6.34 44,757543! 0.01 0.14 149.9 356478.09 AF 6 6,7 5 ___11_,The 12A jir Gorden Corp„ A Nabs. Corp. Jerry F. Spady Pt. NE4 " " .. David L. 8 Bevey. J. Moodie, H. B W., J. T. P « " " 96,787.69S.F. 9€,71ft.698f.. 9857_87.695.!. 40,767.513 13749.063E 348.463K 5 13 12 Fred Spody Motors, Inc. - - 96,787.705!. 40,56257SY.. 56,220.135.2. 5 Pt. NE4 " " 100,376.38 S.E 68,220.50AF. 63,726.669.2. - 7.85 32,165.868.2 5 tikkon Bros. Irregular Loh2-5 8 Pt. Lots 166, Sec. 1-17N-RIOW 7 Carmichael Const. Co Blks. 15 816 8 Lots 4-6 81214,M. Lots 6-8 BIk.9, Pt. Lots 4-108Ik. I0,Cotta9• Home Addition, Pt. elks. 11812,Vollands 1st. Addition 7.85 604.6532. 5 8.1,604.665.2 26,355.545.2 4 1002 Union Pacific Railroad Pt- NE4, Sec. 1- T7N-RIOW 1003 Union Pacific Land Resources Corp. Pt. NE4, Sec. t-T7N-R10W I67,092.648r67,092.64tstP- 4 114 174 Dick little 81k. 11, Vol lames 2nd Addition, Ise. 1-TTN-RIOW -N f N3 See. 31- TSN- R9W 47,910.18 8.11 160.01 47910.16 3F. 2.21 47,910.18 8F. 1.07 - 4 Baer. Jahn 8. Yost, M.D., SNI r: Janice C. 6 Vernon F. Brown, * 6 H. 178 Janice Carolyn Brown NE4 Sec.36-78N-RIOW 36.01 35.13 36.13 157.9 6.7 6 ., BURLINGTON AVENUE - NORTH ADAMS COUNTY REVISIONS REVISION NO. SHEET NO. TRACT NO. DATE 8Y BUREAU APPROVAL YES (DATE) NO I 4 4 5-11-79 6.P. 2 6 17 6-19-79 6.P. 3 4 7 8-1-79 J.A 4 4 2.5.8 8-8-79 8•P. 5 4,5 5,128 8-24-79 I.P. 6 4 IIA 9-20-79 0.2 7 6.7 179. 10-1-79 I.P. 8 4 7,1002 10-15-79 ' to 9 4 4 11-7-79 AP. 24 le"' 6' 56�' I A(3) DA (2) la 1221 69 (9) p DETAIL TRACT 2 The School District of Hastings NE4 SW4 Sec. l Except So. 77 Ft. Edna H. Luvrieh, Spouse 8 John. W. Lovrien, Son- Undivided 1/2 Int. Wolter J. 8 Elsie 1. Parker, 11.8 W, J.T. - Undivided 1/2 Int. Lots 7-12, Blk. 2 Dawesa Foss 1st. 8 2nd. Add. TRACT 5 TRACT 8 Bankers Life Insurance Co. of Nebr. Lots 1-6, BIk.2 Dawes 8 Foss 1st 8 2nd Add. TRACT 4 McDonald's Corp., A Delaware Corp. Blk. 3 Except Hwy. R.O.W. Dawes 8 Foss 1st. 8 2nd. Add. Amelia Finnigsmier Lots 7-12 Blk. I Dawes & Foss 1st. 8 2nd. Add. TRACT 6 E EN, ERE 1/4 Sec Line re TRACT 7 Carmichael Const. Co. Blk. 15 8 16 8 Lots 4,5 8 6 Blk.14 Pt. Lots 6,78 8 Blk.9 Pt. Lots 4 - 10 816. 10 Cottage Home Add. • TRACT 1001 Seller: Union Pacific Land Resources Corp. Buyer: Carmichael Const. Co. Ft NE 4, Sec. 1 ' T'N-PIOW Ep4AT 8.4T STA 43.6505(U-169 STA. 27,040193 AH x = 2,308,0624166 Glyermans Y 342,2672831 o Ha stings, Inc,HIL�+1/L��CREST Lots 1,283 �7B Blk. 1 D/V/S/ON Donald E. 8 Nancy C. Goodrick H. 8W. JT. W 2 Lots 5 8 6 8 Lot 7 Except N 7' Blk. 4 R. Paul 8 Carolyn J. Spady H. a W. JT. Lot 8 8 N 6' Lot7 Blk. 4 Max 8 Margaret Jean Paulsen H. W. JT. E 2 Lots 5 8 6 816. 4 All in Daws & Foss 1st. 8 2nd. Add. Z 6 2 IslipIWR7la'5i1Lrr ,!7113-1►Lwn-ff1t'J� �>•E•r37srter7.11l^i7'.'1�foal F-34-4 t! MOM 1� IS SAM m PV 2E-r;:L.. • AC 9 ME111 ADAMS 1/16 Fred Spady Motor ec. Line Inc. 190's 264' Pt. NE4 Sec.l 8 816. 12 Vol land's 2nd. Add. A. �a TRACT 9 . Pt. NE4 Sec. 1 TRACT 11 Nielson Bros. 1316. 10, 8 13 Vollond's 2nd. Add. 8 irregular Lots 2-5 8 Pt. Lots 18 6 NE 4 Sec. I A5 1. Temp Ease To Remove Bldg 5 Bw14 Or 0,17 Ac. ','i 452,62(106 941.1. A ,, 14 A TRACT 100,21 \\ ,10 \\ 41+10 \M 151.76 \ Te' \ P1 STA 46.154709 TRACT 1003 Y=2,308080.2739 * \� \ Y = 344,178.6513 p \ .\= 54.17'260.'87 a ' i 169,547.72 Sq. Fr. ..... 0=3.15 7=1.0803307 Lc=1,3204786 - DE= 5`41' 15 ' 7y LT 233.453,9' 32+74.1,5 160.35 E 1/16 Sec. Line TRACT 10 James M. higdon P1. N2 NE4 Sec. 300'+ 600' 60+/7 126.24' TRACT 12 Nielson Bros., A Partnership BIk.10-13 Vollond's 2nd. Add. 8 Irregular Lots 2-5 8 Pt. Lot I8 6 Pt. NE4 Sec.1 c.aSsec. Line r. TRACT 14 Mid State SE 4 Sec. 36 85+22.31 520.46' c. 84+65 490 ( Realty, A Nebr. Corp. BURLINGTON AVENUE - NORTH ADAMS COUNTY O 57A ?4 E I0 5463 'r 2,310,4' %7' = 345h869 5475 D- �p020 LT u-976125} ▪ DE 7° 3C c9c 1. LT---25I23502042224ee P ST -1 • LS . 3 5 \. ti EY v_r Teep, Ease. For Grow* Chante C. I0 Ac. Blk 3 Lakeshore Villa Subdivision 82+00 25c S S.T zb's. r 87600 s:7 Sec. Line varf2 84328 60' SEC 36 'SN C317IV TRACT 13 ?2.Inc. Fred Spody Motors - " 7f 325'x 330' t. NE 4 Sec. I 62+00.70 318.69'f 62+15 327.66' i TRAL.T 12 76+02.60 ULTivATED 1/16 Sec. Line .° 63+30 400'( sem, �..r„✓ TRACT 12 David L. 9 Beverly J. M Odie, h. 6 W , J.T. Pt. NE$ 777 Sec. Line, • 3 o --Sec. ne Arc S Buyer: Garden Developmer.t Co., A Partn�rsh.ip Saler; J yce Tillem)r. P. NE4 JAZ ro "V,. 1' 4 0, , *Oso s ry TRACT 18 The Garden Corp.,A Nebr. Corp. Pt NE 4 Sec. I Sec. Line? Co. of Adams ”?- Nebr. Pt. S2 S2 Sec. 31 Sec Line cul, v0Tpc SE: 3i 'BN �'3w Isabelle Evans Brommer S2 S2 Sec. 31 • ao R V. NO. TR. NO. DATE EXPLANATION 0 = BURLINGTON AVENUE - NORTH MEN . F-34-4(107), C.N. 40475 I/4 Sec. Line ADAMS COUNTY TRACT 14 Mid State Realty, A Nett- Corp, SE 4 Sec 36 P.M. Dr Ease. 0.01 Ac. Blk 1 Lakeshore Villa Second Subdivision New R.J.W. S C.A 365' 103+55 94 IOC CL 103+30 Perm Dr Ease. 0.01 Ac. DETAIL SE,. 36 '8N RlOW 103+54.79 135 103490 p9 \O \O O TRACT 17 Janice Carolyn Brown NE 4 Sec 36 • 346,6-'4 '99+ • 28 300 Rr • 44 • 44 Temp Ease To Nemo., Foaeeallune 8 Groin Bine 0.14 Ae. TRACT 17 For Borrow See Sheet 8 Arc Gas Co Inc. 4I.2 Old 8New R.OW 8 New C rREE 8 SEC 31 787 R,0 PA`,TI RE Old & New R . 8 New a C_A. Wayne R Loux N2 S2 Sec 31 �r/16 Sec. Line Fe 1 a U/4 Sec Line TRACT 16 Diamond Bar -T Corp. S2 N2 Except A Tract 167'x 344' Sec. 31 John G. REr: Yost 167' 344' I19+60 at 113+10 155.53 116+98.75 118.87' t 6 1 L� TRACT 17A See Sheet 7 1/16 Sec. Line Sec. Line? For Borrow Si. Sheet 8 TRACT 17 See Sheet 6 '-.SEC 3E, T8N RICAN 129+77.42 96.3 P1 25TA '6;5' r8 ' X = 3� 18829'il 129+( Sec. Line OSA 0,06CE w • U R *en Fr.' oo 9, 10 Oscar W. SE 4 rot hen 1 "" Sec. 25 REV. NO 7 TR. NO. 17A DATE Ja-1-7e ExPtida1TN)N ftlee Trail BY 41.1. BURLINGTON AVENUE -NORTH „A-2 _I/16 Sec. Line rEEO BUM( SEC 25 T8 R10W TREES '1*'112 PASTURE F•51Z.F-34 -4 (101) Div. II 127 ADAMS COUNTY CUL T'vAT ED �Ar 2,310,500 CRaP «e 17, r` 0 d a$ cry o. .�.w,ss �i,., Rwcr POST in.r 4 62 8 c " ON a C.A CULTIVATED SEC 31-T8N-R9W 129+30 100%- 0 3p + 19.18 TRACT 17A I90 Buyer: John G. Yost, M. D. Seller: Jenice C. a Vernon F. Brown, W.8 H. N2 N2 Sec. 31 r y :sv4aaeaao-aa saz'�ai-t` - NMI 9 C.A. 0$** vARO 133+ 77.83 rodi PASTURE SEC 30- T8N - R9W PASTL E 8 Sec. Line 0.05 At. Twp. ea.. To Romani Sodding 100( TREES TRACT I Maynard Porth E 1320' of the W 1360' of the N 330' of the S 363' Pt. S2 S2 Sec. 30 35 n Sophia Jurgen° Pt. S2 Sec. 30 C1/16 Sec. Line 8 2,311,000 Sec. Line RCY. NO. TR. NO. DAT/ EXPLANATION BY BURLINGTON AVENUE- NORTH F-34 -4 (107) , C.N. 40475 1 ADAMS COUNTY R.O.W. SEC. 36—T8N—RIOW TRACT 17B Janice Carolyn Brown NE4 Sec. 36 See Sheet 6 \522%3 5' 6 195 1' 1/16 Sec. Line 0 N 1) TRACT 17B Excess Land For Borrow 35.13 Ac. CULTIVATED CULTIVA TEO 5r0 <7+e' rt'S• ' 9 6.8' ; pt±18' 564 7592' Sta. 133 +49.2209 SEC. 25— T8N— RIOW Z SCALE BURLINGTON AVENU - F•BRF •34.4 (LO) Div. fl. ADAMS COUNTY tzg REV. NO. TR. NO. PATE 1 XP1LMI*TK� 1 R.O.W. LOCATIONS OF ALL AERIAL AND UNDERGROUND UTILITY FACILITIES MAY NOT BE INDICATED IN E PLANS. UNDERGROUND UTILITIES, WHETHER INDICATED OR NOT WILL BE LOCATED AND IGED BY THE UTILITIES AT THE REQUEST OF THE CONTRACTOR. XCAVATION WILL BE PERMITTED IN THE AREA OF UNDERGROUND UTILITY FACILITIES UNTIL ALL FACILITIES HAVE BEEN LOCATED AND IDENTIFIED TO THE SATISFACTION OF ALL PARTIES. THE .VATION MUST BE ACCOMPLISHED WITH EXTREME CARE IN ORDER TO AVOID ANY POSSIBILITY OF %GE TO THE UTILITY FACILITY. LIGHTING CONTROL CENTER 1 TYPE "R" STA. 32+15, 160' LT. (APPROX.) ON EXISTING UTILITY POLE FED. ROAD DIV. NO. STATE FED. AID PROJ. NO. 7 NEER. F'BRF•34-4 (MI Pw.II SHEET NO. 29 C.N. 40475 e.,n.. Ln",t. Athletic Field Porkinp Lot 2- No.4 I-No.6 Bore No.kethnii i.uurr POLE 21,1 1 0' STA. 33+10.00. STA. 206+6b 2-No6 Nq 6 Ban °` '` 266' f PUL _ i7 4 ware. POLE 3 163' I -No.§ Bore Sneq/ • • 11 Museum UNCAL" ,e.e Restourorr Lecher eondrng 9uiidino SPARE BEND LEGEND Avenue I w STREET LIGHTING UNIT 11/2" CONDUIT IN TRENCH PULL BOX, TYPE P8 - 6 11/2" CONDUIT UNDER ROADWAY LIGHTING CONTROL CENTER 11/2" CONDUIT IN BRIDGE (See Bridge Plans ) House .yrkin9 LOf r LIGHTING o CI SEE BRIDGE PLANS FOR DETAILS OF EXISTING CONDUIT IN BRIDGE. LIGHTING CONTRACTOR WILL ROUTE CONDUCTORS THROUGH CONDUIT. tit 14 z—> 6�Ta PULL BOX 4 erg' iilL001.°11....."111a1111.11.1.11.11.11.111111.11.. -. POLE 12 `�'�"_+:.w• 320.. 0 A I/C NO. 6 AWG BARE COPPER GROUNDING CONDUCTOR IS TO BE.CARRIED THROUGH THE CONDUIT IN THE BRIDGE AND BONDED TO. POLES, JUNCTION BOXES CONDUIT AND GROUND RODS IN PULL BOXES AT EACH END OF THE BRIDGE • (SEE JUNCTION BOX DETAIL ) f Tt r } 00$ 5)1c; 30,17/45= i0 0 /9S'L Sta 6.1140 POLE 26 170' POLE 29 E 22 170" POLE 23 LE 27 5? 4.3/e/e0 S 0400 00 LIGHTING CONTROL CENTER 2 TYPE "RP' STA. 58+45,70' LT. APPROX. ON SERVICE POLE FURNISHED AND SET BY CONTRACTOR CONDUCTOR SIZES CONTROL CENTER NO.2 ALL BRANCH CIRCUITS 2 -NO. 6 USE 6 1- NO. 6 BARE 5/0 404 ,,04 50 LI GHTING 7 =•$RF-34-4007)Drv.E LAKE HASTINGS 5 65\ • • • =4+ w__ POLE 30 170 an seer POLE 31 — c ss POLE 33 8 4 C Gas Line 2 K4Ns s NEBRASKA GAS LINE Buried77— HWY. 2818 34 • • • LIGHTING 0 Ge SGT C. 'v' 2" 8 ---;"°6 UGTC -I - Z 0 s1= — --_ UGTC -- -� G g KANSAS- NEBRASKA G GAS LINE BURIED 2.-B o LIGHTING CONTROL CENTER 3 TYPE STA. 86+ 45 - 240' RT. ON EXISTING UTILITY POLE CONDUCTOR SIZES, CONTROL CENTER 3 ALL BRANCH CIRCUITS: 2 -NO. 6 USE & 1 -NO 6 BARE 1 UGTC U.S. HWY. 281 8 34 UGTC G UOTC-1 UBTC 8 CONDUCTOR SIZES, CONTROL CENTER 4 ALL BRANCH CIRCUITS. 2 -NO. 6 USE 6 1-NO.6 BARE POLE 38 15' Z FIO. ROAD DIY. M0. STAT[ IND. AID 1YIOJ. NO. 7 MENA RAF 3a41(107) Piv.B 16,6:211. POLE 40 150" POLE 4416' 0 POLE 36 6TC- 150' o° 1 ss. POLE 37 "*"..,,F,' PULL BOX 7 Burled US. HWY. 2 8 1 8, 34 LIGHTING CONTROL CENTER 4 TYPE STA. 104+50 - 190' RT. APPROX. ON EXISTING UTILITY POLE ,<\ LIGHTING LIGHTING UNIT SCHEDULE UNIT NO STATION TYPE W REMARKS 1 28+00 LT SL -A-45-6-0.40 8 33+90 LT 2 29+50 LT " 8 .. 3 31+00 RT 45+90 LT 8 .. 4 32+55 LT " 8 .. 5 33+90 RT " 8 103+30 RT 6 35+60 LT " 8 .. 7 37+30 RT " 8 8 39+00 LT " 8 .. 9 40+80 RT " 8 10 42+62 LT SL -A-45-4-0.40 - ON BRIDGE CURB 1.4 Y1 43+87 LT " - ON BRIDGE CURB ^-• 12 45+08 LT " — ON BRIDGE CURB oa-• 13 46+80 LT SL -A-45-6-0.40 8 .. 14 48+30 RT 8 15 49+80 LT " 8 16 51+30 RT " --L- 8 17 52+90 LT " .. 18 54+50 RT " 8 19 56+05 LT ,, 8 ., 20 57+60 RT " 8 21 59+15 LT " 8 22 60+70 RT " 8 23 62+40 RT " 8 24 62+80 LT SL -B-45-12-0.40 - 167' LT CENTERLINE 25 62+95 LT SL -A-45-6 -0.40 - 60' LT CENTERLINE 26 63+75 LT SL -B-45-12-0.40 - 155' LT CENTERLINE 27 63+85 RT " - 60' RT CENTERLINE 28 64+40 LT 15 29 66+10 LT 15 30 81+70 RT " 15 31 83+40 RT " - 50' RT CENTERLINE 32 83+85 LT " - 85' LT CENTERLINE 33 84+57 RT " — 85' RT CENTERLINE 34 85+10 LT " 15 35 86+80 LT " 15 36 101+35 RT 15 37 102+85 RT " 15 38 103+32 LT " - 85' LT CENTERLINE 39 103+93 RT " - 85' RT CENTERLINE 40 104+40 LT " 15 41 105+90 LT " 15 LOCATE FRONT OF POLE FOUNDATION DIRECTLY ADJACENT TO BACK OF SIDEWALK. •• POLE FOUNDATION BY BRIDGE CONTRACTOR (SEE BRIDGE PLANS). PULL BOX SCHEDULE UNIT N° STATION TYPE W- 1 32+20 LT ALL 9 2 33+90 LT 24,000 ± 100 3 42+45 LT 40-500 3 4 45+90 LT 9 5 57+60 RT 9 6 85+10 RT 9 7 103+30 RT 85' RT CENTERLINE — NOTE AL' PULL BOXES ARE TYPE PB -6. ROADWAY LIGHTING LAMP SCHEDULE UNIT N° WATTS TYPE INITIAL LUMENS RATED LIFE HRS. REMARKS ALL 400 H.P.S. 50,000 24,000 ± 100 2.1 486 40-500 99 LUMINAIRE DATA UNIT N° IES DESIGNATION REMARKS ALL MED., CUT—OFF, TYPE II SEE NOTE I BALLAST RATINGS UNIT N° TYPE LINE VOLTS ALLOWABLE LINE -VOLTS VARIATION LINE OPER AMPS LINE WATTS ALLOWABLE LINE - VOLT DIP P F % ALL REGULATOR 240 ± 100 2.1 486 40-500 99 NOTE I LUMINAIRES 30-41 SHALL HAVE INDIVIDUAL PHOTO CONTROL L) LASI IRON JUNCTION BOX Q LO'. K NUTS (2 -PER CONDUIT) © NT 6 BARE BONDING JUMPER ® NT 6BARE GROUND TO LIGHT POLE 05 2-N! 12 THW TO LIGHT POLE © COMPRESSION OR SPLIT BOLT CONNECTOR Q COMPRESSION TAP -SPLICE ® TYPE USE FEEDERS (5 GROUNDING BUSHING (ON ALL CONDUITS) ® NT. 6 BARE THROUGH GROUND SPLICE 1 GROUNDING DETAILS AT JUNCTION BOX ED ROA RE, NO STALE FED AID 81802850 NO SHEET NO 7 NEBR F-BRF 34.4 (107) DIV. II 35 (SEE SCHEDULE) INDIVIDUAL PH0T0 CONTROL AS REQUIRED L.12 01 GROUND LINE SEE FOUNDATION SHEET ' FOR DETAILS MOUNTING HEIGHT STREET LIGHTING UNIT EXAMPLE: SL -A-40-15 Al2-07 A -ANCHOR BASE El -BREAKAWAY BASE MAST ARM LENGTH / 1 -FIGURE FOR SINGLE MAST ARM 2-FIGURES;DOUBLE MAST ARM LUMINAIRE SIZE IN KW BACK OF CURB CODE FOR LIGHTING UNIT BREAKAWAY BASE TRANSFORMER TYPE MEETING AASHTO CRITERIA POLE SHAFT DATA .MATERIAL: STEEL OR ALUMINUM SECTION : TAPERED, ROUND FINIS`! GALVANIZED (STEEL) OR BRUSHED (ALUM.) MAST ARM SINGLE MEMBER ARM UP TO 8' IN LENGTH TRUSS TYPE ARM OVER 8'IN LENGTH w SEE SCHEDULE ) SEE SCHEDULE I MAX PROJECTION--� \ NOTE: ALL POLES REQUIRE HANDHOLE SIZE , 4' MIN WIDTH, WITH (APPROX) 24 SQ IN MIN AREA. MAX. RISA 12' ARM = 5.5 4' ARM = 3.5' 2.25' 1 -1 1 SEE NOTE 12" (APPROXI NOTE TOP OF POLE FOUNDATION DIRECTLY ADJACENT TO SIDEWALK SHALL BE THE SAME ELEVATION 4S EDGE OF WALK. STATE or NEBRASKA JEPART'4ENT OF ROADS POLE DETAILS A SCHEDULES 0 445644 'WC 41.1,1 „,w -,.tri:. TRANSFORMER BY UTILITY PHOTO -CELL BY CONTRACTOR 3/4' GALVANIZED RIGID STEEL CONDUIT BY CONTRACTOR SERVICE DROP AND CONNECTIONS BY UTILITY. O WEATHERPROOF SERVICE ENTRANCE HEAD BY CONTRACTOR =III HP ilg 1111= 101_ MI TYPICAL SERVICE INSTALLATION 05 SERVICE RISER Ii" RIGID STEEL CONDUIT BY CONTRACTOR. © WEATHERPROOF FITTINGS 0 METER SOCKET - BY CONTRACTOR (IF READ. BY UTILITY) ® MULTIPLE LAMP CONTROL RELAY WITH INTERNAL H.O.A. SWITCH BY CONTRACTOR. Q I RIGID STEEL CONDUIT BY CONTRACTOR IO N_ 6 AWG COPPER GROUND WIRE I 1 TO UNDERGROUND FEEDER CIRCUITS 12 6/8" X 10' GROUND ROD BY CONTRACTOR 13 SERVICE POLE : CONTROL CENTER NO. I, TYPE"R" SERVICE RISER AND CONTROL EQUIP " INSTALLED BY CONTRACTOR ON EXISTING POWER POLE CONTROL CENTER NO. 2, TYPE "RP" SERVICE RISER AND CONTROL EQUIP. INSTALLED ON 30'- CLASS III POLE FURNISHED BY CONTRACTOR ROADWAY LIGHTING 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. 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: N0. 6 AWG MIN. CONDUCTOR SIZES: SERVICE ENTRANCES: PHASE CONDUCTORS N0.6 AWG CU NEUTRALS (FOR CONTROL CIR. ONLY) NO. 8 AWG C0.(MIN.) BRANCH CIRCUIT FEEDERS: _ SEE PLAN SHEETS LIGHTING CONTROL CENTER (MULTIPLE CONTROL RELAY) 6ENERAL- CONTROL CENTER SHALL CONTAIN ALL NECESSARY -EQUIPMENT FOR PROPER DISTRIBUTION, PROTECTION, AND CONTROL OF THE SYSTEM, AND SHALL BE SUITABLE FOR.OPERATION ON TYPE OF 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 'HE 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 -GRIP 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 RROVIDED FOP COIL PROTECTION. A THREE POSITION SELECTOR SWITCF WITH LEGEND: "HAND-OFF-A'JTO" SHALL BE PROVIDED. . .NTROL 2 PHUTO CONTR[:L CADMIUM S AT CONTR 3.0 +130 :EGR NC, ENCLC ACT I I:0. 0: EE1 "A RELAY 2- POLE, 60A 2- POLE ,60A BREAKERS 2 -POLE, 60 A 2 -POLE, 60A 0 0" 1 0 240V- 60 HZ 240 v- 60 HZ =HIDE, HERMETICALLY SEALED CELL. FOR CEERAT , JOL'AGE PROVIDED. OPERATING RANGE: ON = 1 '0 = 2.0 TO 6.0 FC. TEMP. RANGE: -30 DEGREE TO F. '.IME DELAY: 15 TO 30 SECONDS. SWITCH: ,,P, C','NTACTS RATED 1,000 W, 1800 V.A. M1G, SNA- REVENT CHATTER. BUILT-IN SURGE PROTECT;TN, ANDARD REE -PRONG TURN LOCK BASE. ARRESTOR GAPS DOUBLE POLE MAGNETIC TRIP CIRCUIT BREAKERS TW0'POLE RELAY LINE 120/240V NEUTRAL 410f,LOAD LINE 11111111 mil LOAD 240 V FED. ROAD' FED. AlD REG. NO. STATE PROJECT NO. SHEET NO. 7 NEBR F3.34-4 1101) DIV .11 SG --PHOTO-ELECTRICAL CELL 1 H.O.A. SWITCH WEATHERPROOF CASE EQUIPMENT GROUND TYPICAL CABINET WIRING SCHEMATIC FRONT HOLE FOR PADLOCK TYPICAL SIDE LIGHTING CONTROL PANEL CASE STATE OF NEBRASKA DEPARTMENT OF ROADS 4 LIGHTING CONTROL CENTERS I & 2 TYPE "R" & "RP" 0,10R R PRICE APPROVED DWN BY R HAN5EN PROJ NO KEITH HERBSTER SHEET 50 Iwo .-to LIGHTING CONTROL CENTER, TYPE "C;" TYPICAL ELECTRICAL SERVICE INSTALLATION N'RCNCE -, K 'CONTRACTOR. -- R, SE41-I/4",c.Gq.ZF _ R GIL RME P A'S ' ,. _ S- CONTRACTOR ExI0 NT T. t.. H.. 10 !,RC ^. N RF B' CONTRG_ ,R R AT, -` 3 M T N'. / 8' .. A'E ATHERFRB,F F TT NG B`-.'RGCTOR SER. CF a SER _ Z IN-ERME' A' T T - P 60A, MAHE, -i E. x, f-BuELK NEMG-3R E F. +9C"�V rORn,,SH I�"B, HGB F TCP R.5ER ENTRANCE. (665.49 'NST4L LED CL OS,NG 'Ac REMAINF .+ U n; L -4P RISER REMAIN"Ls 4„A _ IV STd_ECI F 2RN�Sy ROADWAY LIGHTING WIRE AND CMI F H D SERVICE E�NTRANRE: SINGLE CONDUCTOR, STRANDED COPPER; U.L. LISTED; OOo VAC, CROSS LINKED POLYETHYLENE; TYPE USE. BRANC SIZE SEE BELOW H CIRCUIT F F�: ENTRANCE CABLEn. SAME REQUIREMENTS AS LISTED FOR SERVICE SIZE: SEE BELOW POLE LANISD,_.2410! EMAST SINGLE CONDUCTOR, D; 600VAARM C; TYPE THW; STRANDED COPPER; U.L. OR THWN. SIZE: NO. 12 AWG MIN. CON1-0.0L CIR[L-IT WIRINLISTED FOR G: SAME REQUIREMENTS AS MAST ARM W 1p1NGPOLE AND SIZE: NO. 12 AWG MIN. GROUND CONDU TORI: BARE COPPER 414E; SOLID OR STRANDED, SIZE: N0. 6 AWG MIN. COND UC 7_ 0R 51 : SERVIC FNTRANCES: PHASE CONDUCTORS N0. 6 AWG CU BRANCHCIRCUIT FEEDERS 2- N0. 6 JSE B 1- N0. 6 BARE GENERA -NOTES: 1. ALL FITTINGS USED WITH RIGID METALIC CONDUIT SHALL BE GALVANIZED, MALLEABLE IRON OR STEEL. ALUMINUM OR ZINC ALLOY FITTINGS ARE NOT PERMITTED. 2. PROVIDE A "0" TYPE CONDUIT DRAIN WITH AT LEAST 1 CU. FT, OF GRAVEL AT THE LOW POINT IN ALL CONDUIT RUNS. 3. ALL CONDUIT TERMINATIONS SHALL HAVE BELLS OR BUSHINGS. 4. ELECTRICAL SERVICE LOCATION I5 APPROXIMATE. ACTUAL LOCATION WILL BE AS DIRECTED BY THE ELECTRICAL UTILITY AND THE PROJECT MANAGER, 5. ROUTINGFORCONDUIT IN TRENCH AS SHOWN MAY BE ALTERED BY THE PROJECT MANAGER 1F NECESSARY TO SUIT FIELD CONDITIONS. 6. IN PULL BOXES OR POLE BASES WITH MORE THAN TWO CONDUITS, THE DIR- ECTION 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. 7. LIGHTING CONDUIT AND TRAFFIC SIGNAL CONDUIT MAY BE LAID IN THE SAME TRENCH, 8. ALL SPARE BENDS MUST BE SECURELY CAPPED OR PLUGGED AT BOTH ENDS WITH FITTINGS OF THE CORRECT SIZE AND TYPE FOR THE CONDUIT FURNISHED. 9. GALVANIZED INTERMEDIATE METAL CONDUIT (IMC) MAY 8E USED IN LIEU OF GALVANIZED RIGID METAL CONDUIT, ALL CONDUIT MUST 8E U.L. LISTED. 10. ALL BOXES AND CABINETS WITH ACCESS TO ELECTRICAL COMPONENTS MUST BE PADLOCKED IMMEDIATELY AFTER INSTALLATION. CONTRACTOR SHALL PROVIDE PADLOCK DURING CONSTRUCTION PERIOD. AFTER FINAL ACCEPTANCE OF PROJECT, MAINTAINING UTILITY OR AGENCY WILL PROVIDE PADLOCK. 11. 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. ETXVIPMENT INSTALLED ON ExISTING UTILITY POLES INCLUDING RISERS AND GROUND CONDUCTORS ARE TO 8E POSITIONED (HEIGHT AND QUAD- RANT) AS DIRECTED BY THE LOCAL UTILITY. 3. LOCAL JTILITY SHALL BE NOTIFIED PRIOR TO PERFORMING ANY WORK ON EXISTING UTILITY POLES. L4, THE UTILITY WILL MAKE ALL CONNECTIONS TO THE SECONDARY DIS- TRIBUTION SYSTEM, PHOTO CONTRO (POLES 303041) CADMIUM SULPHIDE, HERMETICA,,' 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: .5 TO 30 SECONDS. SWITCH: 5.p NC, ENCLOSED CONTACTS RATED .000 w, 1800 V.A. MIN, SNAP ACTION TO PREVENT CHATTER, MWILT—IN SURGE PROTECTION. STANDARD fEI—NEMA THREE—PRONG TURN LOA BASE. ROADWAY co woo 1(o ho ANCN01 80133 l8 FER TO MA UPACTU8E RS pECWICATI0N5 FOR EXACT LOCATION, t PROPER BOLT CIRCLE ALIGNMENT $ 'MALL 8E' IM►SUREO BY TYING OR CAGING METHOD BEFORE POURING FOOTING. TYPICAL FRANGIBLE BASE TYPICAL PROGRESSIVE SHEAR BASE TYPICAL SCHEMATIC 2 -WIRE, 240V SYSTEM I (REINFORCING STEEL AND ANCHOR BOLTS NOT SHOWN.) PVC CONDUIT tSIZE AS SPECIFIED ON PLANS) /- WEATMEBTIGHT CAP ON SPARE BEND • 4" CLEAR DIST. (ALL SIDES,. 6.34"• BARS 4-1/2" • TIES ( GRNO. R00 NO':OWN) CONCRETE FOUNDATION NO.6 AWG. BARE CU GROUND WIRE TO GROUNDING LUG ON POLE SHAFT 12-0 MIN PVC CONDUIT I" CHAMFER THREAD LENGTH 5/8" X 10' MIN. GROUND ROD --- r •o e � TT W W H; GALVANIZED ANCHOR BOLT DETAIL GROUND ROD INSTALLATION STREET LIGHT FOUNDATION MOUNTING HEIGHT A 8 C OAIA R STEELL CQNOEt CON 30' 2' 0" 5 0" 50 N O.S$CY - 4 0' " " 2' 0" 5' 6" 55 0 64. 65' 2'-6" 6'-0" 63 " 1 10 " SO' '' • " 2' 6" 6' 0" 63` 110 CLASS "47A -S", "47-8" OR "47C -S", CONCRETE SHALL BE USED. STATE OF NEBRASKA DEPARTMENT OF ROAD' DETAILS RUBBER SPLICING TAPE - — WEATHER PLASTIC 'APE Ii2 LAP LAYER INCOMING CABLES COMPRESSION i P "SEE I TAIL r A 'moi • Wr Mt CAILE TAP 18N PIG TAIL , LINE SIDE - It COPPER L CABLE SAT, DETAILS ARE TYPICAL 1- THICKNESS OF INSULATION APPROX. DIMENSIONS TYPE A B C -PB-5 12" ,4 20" 30" 18" IB" PB -6 16" . CABLE SPLICE ABLE TAKAO COEIEIMTARNO ARE TO OR CRRO[D TO INE MANUPA(TUREBs SRECIFICATIOWS COMPRESSION TAP COMPRESSION SPLICE LOCKING DEVICE CO COUPLING-' CONDUIT TOP VIEW CONDUIT ROADWAY LIGHTING L TYPE PAMELA.. BOOT 7 1111.1""", • It COPPER FO LU NAIRE-1I 'REVERSE ORIENTATIOM FOR NEUTRAL J ,_CONNECTION ONS WIRE t40/ABON'CATS SEE EXPLODED v1EW BELOW FOR DETAILS -' IPE BREAKAWAY FuSEHOLDER TAKES MENER v OR L INSULATING SULATING BOOT RECEPTACLE 7 L TYPE BREAKAWAY RECEPTACLE --+ 6111&= `60111la 1=1:120 EEL. TC BE AMIE FOR NERAL 'OENTIF:cAT.O« IREAKAWAY FUSENOLDEE AND DISCONNECT — INSIDE SURFACE OF POLE OPPOSITE HANOHOLE 0RANSFORMER GROUNDING FITTING COPPER GROUND WIRE POLE GROUNDING DETAIL GROUND LINE O M P-0" MIN. CRUSHED ROCK COUPLING-, CONDUIT — \ -CONDUIT PULL BOX, TYPES PB -5 & PB -6 Of PULL BOX NOTES • GENERAL: TAIL FED. AID S REI. Y(7 I PROJECT NO. 7 NEER SHEET NO. F 8RF 34.4 (TOT) Clv.a 39 A. ILLUSTRATIC,. 15 "TYPICAL" AND NOT INTENDED TO LIMIT DESIGN. BOXES OF SQUARE, CIRCULAR, OR RECTANGULAR PLAN -SECTION ARE EQUALLY ACCEPTABLE. B. 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. 4 C. BOX COVER SHALL BE EMBOSSED WITH AN ANTI -SLIP SURFACE PATTERN AND THE LEGEND "ELECTRIC". IT SHALL 8E HELD SECURELY IN PLACE BY PENTA-HEAD FASTENERS OF NON -CORROSIVE MATERIAL SUCH AS STAINLESS STEEL OR BRONZE, AND SHAWL FIT SUFFICIENTLY TIGHT TO PREVENT ENTRANCE OF RUN-OFF WATER: - - D. PULL BOXES SHALL BE FUNCTIONAL WITHOUT'. FAILURE THR01JGHOVT A TEMPERATURE RANGE OF -50 TO+170 DEGREES'F. 2. DIMENSIONS: F' DIMENSIONS SHOWN ARE APPROXIMATE. AVAILABLE NET WORKINGSPACE WITHIN THE BOX AFTER INSTALLATION SHALL 8E' PB -5: . .2$80 CU. IN. :MIN. PB -6: 5760 CU. IN, MIN.+ 3. STRUCTURAL REQUIREMENTS: A. PULL BOXES SHALCBE CAPABLE OF SUPPORTING LIGHT, VEHICULAR TRAFFIC IN ACCORDANCE WITH AASHTO SPECIFICATION H-10 LOADING. B. WALLS OF PULL.50X SHALL NOT DEFLECT MORE THAN %" PER FT; OF LENGTH OF 80X WHEN INSTALLED AND SVBJEOTED TO. A 5000 LB. -VER. TICAL LOAD DISTRIBUTED OVER A 10" 'X 10" AREA OF R�,FILL. IMMEDIATELY ADJACENT TO THE EDGE OF THE BOX, (ASSUMING 0 s 30 DEGREES.) C. IN NO CASE SHALL DEFLECTION OF 80X OR COVER PREVENT THE REMOVAL OR REPLACEMENT OF THE COVER, 4. MATERIALS: A. MATERIALS FROM WHICH TkE BOX AND COVER ARE CONSTRUCTED SHALL BE RESISTANT TO THE ELEMENTS AND CHEMICAL COMPOUNDS .TO WHICH SUCH A DEVICE WOULD BE SUBJECTED UNDER THE USUAL CONDITIONS OF SERVICE. B. WATER ABSORPTION SHALL NOT EXCEED 2$ OF THE ORIGINAL WEIGHT OF THE MATERIAL UNDER TEST CONDITIONS PER ASTM 5-570-63. C. MATERIAL SHALL NOT SUPPORT COMBUSTION IN ACCORDANCE WITH ASTM D-635. D. PROLONGED EXPOSURE OF THE BOX AND COVER TO SUNLIGHT, COMMON ICE MELTING CHEMICALS, OR FERTILIZERS SHALL NOT CAUSE SIGNI- FICANT DAMAGE TO THE BOX OR COVER, OR IMPAIR ITS FUNCTION. E. ACCEPTABLE MATERIALS ARE: (1) PORTLAND CEMENT CONCRETE CLASS 47-8, 47-C, 47 -AS; (2) EPDXY OR POLYESTER RESIN MORTAR WITH WOVEN GLASS FIBER REINFORCEMENT AND AN APPROPRIATE AGGREGATE. STATE OF NEBRASKA DEPARTMENT OF ROADS CABLE SPLICES S PULL BOX DETAILS 8500 R. PRICE APPROVED N EY 455*5N PRO.'. N0 \. 1 SHEET NO.. T FED ROAD STA, s.:fE, TOTAL REG NO PRO,: pNO I NO SE,EEE 7 ! NERR F•BRF.34.4(0)1 117 OIV.II 5014 Lis srAi 3# ©a.ioo} _e J4.00' CtteH # f 1 P At4 443 TCI 7- / 9.Y8. s X-3. ' a,+5,: Y- 8'-o.. Cotoc. p 2.7;1 -0.03(r -is') `2.68 c j. 7gE c 2O Tb �r4tocg.o�4t 1iC=4 �o'' uR 8! 1fdL T, PIAN 4443 rC. 1`13,4'.75 A•4=+7"- � � 2oNc 4.6 -0.1a 0-151; 2-1$") =457 c.y. �STa 7+CY0.00LT. B.C.7!.3d' CUR BiINLr T;_PLAN 44-3 T.0 =1943.15 =3=11" A 2 3 = 14"0" X63(/ '')-7-33V L. f. STE€1,= 2F19Lb4. XC. _ as c.y 1 #STA .37+ CUI LET, ,3? & EELt 28 RT. 3a 00 TC.,=1443- -2- Y if -o° o.O (27 )•38814 \f 'TlC/ HORIZON t4CTthAs1 so FLAW41T S =1--Zff- �i-21461t-zjl .34 1910 WINIV•11% Mr; 9=112M a 144 193 4. 030 67,4.3 - = 31%00' I C 113,17 t ri PhLAN .4£#-,193$.76 - 61-A. p9+ 0.00 LT 3. c .: ' E, 193 tom` Cd/R8 ?NL T PLBN443 ,EEL > 202 LL4. FYC• STA'3 + Tc RT 13,Z"-34.co. :`C'. I3�;- cuk N ;, PLAN 44.3 X=41:2„ A- '-7'' / -O" Co 4%4.3- (....&(r ST'EtL T/+. n,-oo Rt 8.2 = oo TC = `?3',7. 5+ ?`N LET , P -,4N -0 4 J l'13i /5"x 74: . t SLOP fit f933 -EEO ROAD SiAIE . Ai- 1SNEET TOTAL REG NO i I (T t9 _ _ 1 q C At: 4-71T. 5.06R , ' .A NL LAN 443 rC ii i -g0 =2 5 col. C $C o , -4.Cl4_ ! 61i L 231 ils .Aar em! i_-- "i- r ■ ILa:N sI_.ic1qsi�. 4 ------ il=y.: .s_s.. .evri iiLr'• •S,........;..11i.- 11=== 1•111.11111=1=2 *a .......ate 01, rell 7 PROD NO NO. SMEE.TS NE9F. F•8RF-344007)alt 1 1 DIV IL I. ,�.`l mVUMPRO ' .erySa' r • s�r-7�s, "Al. �,r; r�•y.;t' R�+�r6.1111.11 .4Mbil Ar a�s>t airan'".rR•1511 tre ses�r.aw.wris—. MIMIIIMMMIPPI— .,Ssiq ft�lif Mai WOVE $ .i23 t 1:711.41"1".:11 _rfhAirw&JMF.1VFe4f INIMM6mlilim'r nu,•-awerf = me rYlsrs:.•RR .. . .a ._v.,r...._'.. lTrirra- IMENAM x;raed. t - NOME M s r_, NOMENIEnW KL sra�rarps. r _=ME= Ell 7: II ..m. ... 44.4 ;;;ARTIrlitief-a .o.os ...T[ W .e.r3k. 't • 7.T. _ 1 J . 1 , FplE,I)G..(10A0NO STATE Cr- , 1.0 -A= 2=S" 4E0 410 MOW. NES oIv,, SHEST $0 5* 02‘.." `7.29ic.-y. XC yt t EXC. = -- - i 1 L. ,_ 4 -IP 7)(34' 13-13.tRL-C.SF. -r L 4 ----'P SCA.,7.-;.75,_ PEC/ Ai_ -FON '4 =-C. ' 1 , 1 . 1 -_ri,5.,S1_, Fltri.L 1 . 1-1,c --, r . 1 t -1-- . of- loyfasoo•AIONMOO. ASSOOMOLIVIMI. r :or _ 4 - -- t -1 t L c1:0rfaitl?t,04.4Fs,F3 sP6-4-hz.. 1 7— TA &C34.00' 3 ' -4.- L9 • 3-' 5'` A 2"--." 1Y t-. 0 ' 21-0,ertfiLieJ-3 I'S . . CY- _ 5TE61,. EXC '2` .1/3 C . i- -4 ,544:157. L 11* EL. 510V -- ,L3 r 1 Pt#tP?,4T2-C i -C 4 FL.t 11111111111=„ • . EL:r. PIZ 70 - PL -T 2- SPEC.T.A1 ll'iL4111 1-C1 jC) Exc t —f t MOMS MO FA of 1940 - +920 s T O4LLILB 8.00 viR811\iL T, FLA 143 TJf37.1:77 CO C. 3-. (14").• .13.42.4y, fEL 219 L. EC. 2p1_770 c. ; • -0,4- SLOPF a -xf. CONI3 I LET, F 14. 9-43 1113- .25 - -3 .01-Ciz")=-3.10 c.y Exc - • ,17.44.48.14.811 /215- t "'EL 00W, -s5FECIfi,:, Pit4,4 2-C F SPECIAL PLAN -t Et ;17E3.N1 f (.P141,7060 Of AU. MINE OF 4E11414.01 1 O " r -3- 77. 1 -.3'� ,t."/ /OM;• 6 ' , /0\ hl,ratrv`D,7 Ie 2-F .S. 41� EYPE-40.00-+ r - P FEL- 000410 REG NO SrErr NE EEL, AN SNEEr (6tAL PRO .i o O s,-ELt$ i- .d F -BR 3d (ioi)i 120 ow.a JE I.t Ip HC IZ AL tVTA(. bs. ,1930, FL -14 18 _: --1- -r ) 5/h *oo 1 1E4 flitrAiniTtlerAITVA4 MCA NP7A1 1111t1744 ram taw WV! WiTzl 4..A VITA ir -„artitv Virair47.4 Arra EL Ell ELLIPTICAL FLARED END SECTIONS AriON ECtUIV MA. 4641NAL DIMES. 7 , .,- - , - SPAN OM-, A S. '1.!. S ' , 24" PO 18" 6* -0" 3 .4 :-.9" 4.-0 . ' d4,4" ' 2.4 $ - 30" 36" 23. " 4-0" 4'-0" Kt 8-0" 3" I' ..!. 6" 4.3 AC:, 36" 44 27" 8-0" 6 - 0" 3' - 0" 1/" e -o- •-4. 2.4 '4" 42 5! 3.2" 8'-d' .5'-O" 3-0" 1-4" 6.-6" 6* i - to" 24 44" 48" 59" 36" 8-0" e- 0" 6-0" I-9' 7-O" 6" 1.-- 10" 2.3 5" 54" 65" 40" Ef- 0" e-cf 3.- 0" 6-0" 7.- 6" 6" 6-0" 2.1 5M" 60" 74" 46" 8' - 0" 5-0" 6-0" 2'3" 8-0" 6" I '-- 9" 2.0 6" 72" 88" 64" 8'- 4" 6- 6" 1'- 10" 6 -It 10-Q" 6" 2.L0" 2.0 7" FirsaL- EF/9111 WIN wrianamarimen wrnar7rarztarasa ornaramr2r2rwsurs unorirar2rommair2ricarirri , ra- 60 ffia morintsraricurasters 111MillrfigiriarliffirialMirinlaff'vrifilWAR711 WZME21111111VIRESIII1/1 FIT17- - 1§71147111 T I TYPICAL CROSS - SECTION ELEVATION GENERAL' NOTES CONCRETE FOR FLARED END SECTIONS SHALL Br IN ACCORDANCE' W7 A1,4BL REQUIREMENTS OF A. A. SEE TO. DESIGNATION MI70, M206, AND M207 FOR ot.„ REINFORCEMENT IN THE 't" SECTION SHALL BE IN ACCORDANCE vvinr REQUIREMENTS OF 4.4.S. H. TO. DESIGNATION M174 M206, AND M207, FOR is PIFt. , IN ADDITION TO THE REINFORCING BARS SHOWN, REINFORCEMENT IN Th; E SECTION SHALL HAVE 4. CROSS-SECTIONAL AREA EQUAL. TO THAT or ONE LAYER Or STE& - - IN TIE "C" SECTION REINFORCED CONCRETE ARCH FLARED END SECTIONS SPECI WELDED WIRE FABRIC CAGES 12" THROUGH 24" PIPE DIAMETER cur MESH ALONG/ ANGLE LINE L 45` 45` BAR LOCATION DETAIL 130" LONG NO.. 4 BARS ICENTEREO ON CUT CUTTING DETAIL OVER 24" PIPE DIAMETER 4 Uj WEI DED WIRE FABRIC CAGES MIN. BAND THICKNESS-, 1_ }4" x 4" -8x8 WELDED /WIRE FABRIC BENDING DETAIL DETAILS OF PRECAST ELBOWS DATA FOR PRECAST ELBOWS SIZE OF P/PE "0" i2" 75_ l8 2 24" 27" 30" 36" 42" 48" 54" 60" WALL THICKNESS "r" MINIMUM BAND THICKNESS MAXIMUM p 2%" 2%" 23 " 3" 5%" I%g' 1 Y8' !%" X34" L=6" L=7{y2' 90° 90° 900..___ 900 90° 90° 90° 90° 90° 90° 90° 90° 90° 90° 81° 90° 73° 90° 66° 88° 60° 8/ 55° 75° 2 _ TRANSVERSE BARS - BARS IN SIDE BENT AS SHOWN' VERTICAL BARS TRANSVERSE BARS BARS /N BOTTOM BENT AS SHOWN END ELEVATION NI L T DETAIL OF COLLARS SIDE ELEVATION SIZE SCHEDULE OF BARS FOR COLLAR OF PIPE "0" BAR SIZE NUMBER OF BARS TRANS -VERT _ TOP ONE SIDE BOTTOM 12 0. 14 /2 4 2 4 5' NO. 4 /2 4 2 4 18" N0. 4 12 4 2 4 21" 90.4 12 4 2 4 24"�-- - NO. 4 12 4 2 4 27" NO 4--- 12 4 2 5 30" N0.4 12 4 __ 2__.- 46 21" 4° 5 ___.1 12" NO. 4 12 5 3 6 18"N0. 4 12 5 3 6 54" NO, 4 12 5 3 6 /0" NO. 4 12 5 3 6 NOTES THE DIMENSIONS FOR CONCRETE PIPE SHOWN ON THIS PLAN ARE THOSE FOR CLASS I27 REINFORCED CONCRETE PIPE A.A. S.H.70. DESIGNATION M170, WALL "8". 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 TO DESIGNATION MI70 WALL "8° .-NO ADDITIONS OR DEDUCTIONS WILL BE MADE IN THESE QUANTITIES /F OTHER STRENGTH STANDARD PIPE /S FURNISHED IN ACCORDANCE' W17H THE SPECIFICATIONS OR IF COLLARS ARE USED ON PIPE OTHER THAN CONCRETE. WHEN .4 CONCRETE COLLAR CONNECTING EXISTING AND NEW CONCRETE PIPE 1S CONSTRUCTED WITH A BEND, IT SHALL BE CONSIDERED AS A COLLAR AND NOT AN ELBOW. ALL CONCRETE SHALL BE CLASS 047A-5", "479", "47C -S" OR "AX" WITH A WORKING STRESS OF 1200 PSI .490 A 28 DAY CYLINDER STRENGTH OF .3000 961. 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 -9 MADE. REINFORCING WIRE MESH IS LAPPED AND TIED W'4/#(- BEND '5 MA Y6 BAND REINFORCING WELDED WIRE FABRIC OR EG -L ,ALL .4E WELDED OR LAPPED 12 INCHES AT SPLICES. THE ORIENTATION OF THE PIPE SHALL 8E MAP+!'"WHE' ',57196 "_ 550RE i ADEQUATE REINFORCING BAR EMBEDMENT AND PP0 ER ;AA1MENr WHEN CUTTING AND ROTATING. FM.R411'.° STAT[ FCD. *10 MOJ. NO. SNCCT NO. 7 00511. F•BRF•34.4 (107)Pv,II 122 DATA FOR COLLARS SIZE OF PIPE 12„ 0° 15° 30° CUBIC YARDS CONCRETE POUNDS OF STEEL 0.30 32 0.33 33 0'.36 36 45° 0.39 37 15„ 0° 0.36 35 15° 0.40 36 30° 0.43 38 45° 0,47 40 /8,. 00 15° 0.42 38 0.49 41 300 0. 56 44 450 0.64 46 21" 4° 0.47 40 f5`.` 0.55 42 30° 0.54 " - 46 45" s 0.74 48:. - 24". 0°' 0.53 43 {~ 15° 9.63. 45 30° 0.74 - ` O. 06- 49 : 51-" 45P 27" 0° '0:57 45-, 15° 0.70 - �'-} 48 . -, 30° 0.84 -:.. 0,95' 58 55 45" 30„ "1:7 0.63 49, /5° 0.79 53 ,., . 30° 0.96 . 57 45° 1.14 ., et 0° 0.77 53. - 15° 1.01 1 58 30° 1.$8 -1_53 64. 68 45" 42" 0° 0,14- .. 65 _Y 15° 1, 32 72 30° 1.69 80 0°, 1.16,. a6" I1° 1.66 = 77 , 30° 2.18 45° 2. 75 95 0• 1.34 75 54" 15° 2.01 84 30° 2.70 95 45° 3.44 106 0° 1.54 77 60' /5° 2.39 8.9 30° 3.28 100 45° 4.23 /13 SPECIAL .PLAN 2-C PROJECT NUMBER NO. * Paving Section Le = 25'0" Approach Section Lr Limits of Concrete 8arrier Curb s7 Approach Section Lr =25'0"' Lirnils of' &crier 'jrh 9'10?" Povin. Section L REVISIONS ti 3-I5-!2 Guard Rai/ Cornzec/on PREFORMED POLYURETHANE „JOINT FILLER vel. A- APA0aeh sk,6 Core (s Projec Approach Slab Curb (seedeloil) ®Type "iA 4epressure Relre'efooranf Filler) (Preformed Polyu r"Preformed Expansion Joint Filler. (bituminous Type) iNPre-orrned Exconsion Join/ Filler. (8ituminou3 Type), - 403 barsotlp "ctrt. - 802 bars et 8i`cfr5• S Approach 5/ob Curb ( Type "8" [Guard Roil d"96 Pipe sleeve 40e bars of /8 "cfrs, Approach Slab Curb (see deioll) T pe A Curb cross Section to match median curb section on bridge. *Measured along ¢' Project. Bridge Floor ("Pre-far/red Cxponsion Joint Fili¢r 8reok bond 7n with e layers oi` #/5 far paper. l Cu. Ft (;ravel of leach Pipe Sleeve. e -e"¢ Pioe Sleeve. Normo! to 4 Abufiner r 8'/le` 8arrier Curb. see o tai ) Connects an. j 231111"= (imi/s ofaurs -- — Concrete Sorrier Curb GENERAL PLANS OF APPROACH SLABS SCALE 6=1-0 Lr = 250" * Le_ = e5'o" r End 01 Standcrd 4- - Paving Section r, 403 Bar; I' Prefbr mod Expansion; i" 404 bars 42��Pressure 44L_ ,- DETAFL "B" f'o " actrl. �/oin! 5/'er '��" a//3"cars s Relie{'Joinf-_- a1--- 406.bars cT of ( .I 2 i - 1 -:. - +l' lir •} j l 1- =c {�,- A ' 40/0r 40e burs 80/i? 8C, ;ars r+BzClrS. t 1 L 1 011/8"cars. No.r7?u DNGITUDINALSF-C- iiN SCALER I, 0° 3reok bona with 2 • layers of #r5,1 a -page^ 1 PrP'Sure i. Re• Jomt - 406 H of /8 "±s. 3'0" No -no.' 10 Jcint 'pe AA" iraos COMM NOT IIS 1 l 1M! LY. SOT SION.It moos RR IMIQI PATI/M11 IS MK. • Tf1E i• 0 -PIPS SUM AIM aim, MY KL .14118 MS, 1M1E11 ;1IMLL PAID.PD0 DISSLRY, VP! WILL SE NSI iE1l[* SIOSiDTMP TO MOS !pt YSJ - PII IS MOOS. QUANT1TE.5 CLASS 47A -S; "47B, OR 47C-5" CONCRETE FOR APPROACH SLABS_ REINFORCING STEEL FOR APPROACH SLABS 45° 5lanC'0rd .rt,vinq DETAIL "B" kAl.E4 = -0" CO 47) 233.6 Cu. YDS. LBS,' /6,335 NEBRASKA DEPARTMENT OF ROADS BRIDGE DIVISION STATE ROAD HASTINGS - NORTH HWY. NO. U. S. 34 REF. POST 21 1.17 COUNTY ADAMS SKEW 0° DESIGN H520-44 ROADWAY 2-25 FT, STA. 42+30.38 AND 45+97.63 PAVEMENT APPROACH SLABS DESIGNED BY !RIDGE ENGINEER PROJECT NUMBER SPECIAL PLAN NO DATE MARCH, 1981. " STATE a w oososo o o •» PROJECT NUMBER u2IL Spocing 0l' lronsverse s.'ab reini'oreing bars is measured along a line /0,v/ed of rn+a' Coin{ or each respee'live roadway. All ii,rsverse bars shah' be placed on radio/ lines. REVISIONS ® 3 -15 - 1982 Median Curb ;— Mediae Curb 6u/ler Line -� 'r' Line i> "Median es. CI¢ar RaddKu Lew/ ,5/Ope4.050`per fad - 1. f" ye Pre txponsion Filler j8F7`iini ousTYP tr - Inside Aguffer Line - 808rbearsc{8 "efrs s = max., TYPICAL ROADWAY CROSS SECT! M THROUGH APPROACH S tTION SCALE: "4.1..40" - - Onside Gutter Line n Curblailer;Uie 404 bons of Weirs, Eimifa off' Spec ` urfc¢ vii. %`.t0 -" T5'fI" (ts'isr1Fon eftr 404 burs of ie"elrs, lo molcii. >I hors. 407 bar •RUU UUIU11iEll NOMIMBERSr....� I i MIffmt /5!eY { Ti Wl.!s#• TYPICAL ROADWAY CROSS SECTION THROUGW:PMIING SECTION. 5CAL€s e,fLe Al Inside Clufier Line TE: Field bend o9d'orCuf Concre fe 60'rr/er Cirrb ler s as \oc>. required to ti{ curb fransilion. - Approach "Slob Curb Lp6 2;- 408 bars' #01 bore; al leeks. 2 407 bars Sleeper Slob CONCRETE BARRIER CURB ELEVATION SCALE""' I'-0" Join?' Sebling Compound l"Pre brined Expansion NofINtir¢ Hype) * Join{ fillers tib 406 OT's cit J8 clrs. 8,0" 405 bars EXPANSION JOINT DETAILS SCALE:q"=1'-08 BILL OF BARS MAX. LENGTH MIN. LENGTH NO. OF SETS BARS PER SET MARK NO. LENGTH TYPE "A" "B" "C" "D" "E" 801 .78 24'-10"Av. STR. 25-0" 24'-8". 2 39 802 78 24-4"Av. STR. 24-6" 24-2" 2 39 401 38 24-6"Av, STR. 24-8" 24'- 4" 2 19 402 38 24-0"Av. STR. 24-2" 23'-10" 2 19PIK /" f i;'" 0 Q - Dim ^ 2' 403 118 27'-0" STR. 404 68 26'-9" ST17. 405 20 26'-9" STD 406 152 3'-6" IC< 9" 2'-9 407 ®6 24-6" S'!.'. 408 EZ4 18'-O" ST? 1. B B I g �-.._' 409 054 S'-1" I,I;i 2'-6" 6" ' 2'-6" 102 104. 1 123 W®� 501 1-,;70 5'14",: f - 1'-O" 11" 2'-0" 1'-10" 11" !bars of /e cfrs• CONCRETE BARRIER CURB DETAIL SCALE:= 1'-0" - - STATE ROAD HASTINGS SKEW -00 ,HWY. NO. U. S. 34 DESIGN H520 44. :. REF. POST 211.17 ROADWAY 2 ^ 25 fi T. COUNTY ADAMS STA. 42+30.38 AND 45 t97.83 409 barsa41'4 Clrs. k match Sot Oars ! 4/0 bar or 4/1 bar ro 410 bar or 4//.bar At pavm4 se.€/ion `3" At approach section BARRIER CURB END DETAIL SCALE:4". I' -0n *ASN ALTERNATE ) TN0N, THE CONTRACTOR IMT FURRIER ANO CAST INTO TME CONCRETE N APPROVED MEADER 1N ITITS A OIED MEOW *MTEU TO TMESTIMS OF,TEEMPLATE OF THE HIVES SNOW. INSERTS TO B COMPLETE BETH GAMMIuED PLATE INSHERS AIN T/O' O x 2' CAP SOWS. TK INSERT ASSEMBLY SHALL OE A STANDARB PRONUCE OF A REPUTABLE WIHWFACTLSER OF SUCH ITEMS N10 SE CAPABLE OF RESISTING A SMEAR LOAD OF 00.000 POUNDS. BRUNING 10005 35606-3 4/Obarsor 4// bars 50! bars of //4'c/rs. CONCRETE BARRIER CURB DETAIL SCALE = 0-0" APPROACH SLAB CURB DETAIL SCALE. '- I' -O" TYPE "B" BILL OF (CONTINUED) ' MAuK NO. ILrA1GT a 5 I �_ 8" J BRIDGE DtVJS10N STATE ROAD HASTINGS -NORTH SKEW 0G HWY..NO. U. S. 34 DESIGN HSA 4 t REF. POST 21 I.17 ROADWAY 2-25 COUNTY ADAMS STA. 42+30.38 ABITY 4.5 +9/.63 PAVEMENT APPROACH SLABS DESIGNED ET A.G.R. S RIDS* rISINEER DETAIUD ST A. E P ROJtri MUMRER CNECIED ST ENOIAL MI.AN NC, F ^7,7-34-4 (107)(hv.G GC 2- N• 5 BARS s 3.-0" (B REQUIRED) Pa!®N!: lir „.,,..:«, Mvlii�! ar..111IiB>!RI 6,.. _iiBO■ Imo 45111151321115/4 11116.11111M11111111111 i111111111R>166ti AB REINFORCING BARS (SEE TABLE Al" 11 'TABLE W-3 MANHOLE SiEE RASED OK LARGEST PIPE INTO MANHOLE MANHOLE AMMETER 4.4 54'' tak MANHOLE DIAMETER SLAB THICKNESS "7" SLAB REINFORCING MR SIZE & SPACING 4 'T B 4 607) Div::' I &1 GENERAL . NOTES MONO&SITE OF POE LIFT ,BARS AS REQUIRED (SEE SHEET 2 OF 3) FLAT SLAB TOP CAST IRON FLANGE, FRAME ANI COVE MANIOLE TOP ELEV. AS SHOWN, ON PLANS Glp[T TiNCCK'OR'26 FMIECAST CONCRETE AST IRON RING AND COVER MAMHOLE `COVER (TELESCOPIC TYPE SHOWN) TOP OF PRECAST CONCRETE TOP SECTION R4- NAIWiOLE COMER -(MON' TELESCOPIC TYPE) , IRONMAG LOVER SECnON. AIME SECTION CONIRETE FLAT SLAB'ttOP r.ii., CriT E 26• 26"DIA CAST IRON STEPS 0 16" CTRS. LAB REINFORCING BARS (SEE TABLE N. 11 PRECAST CONCRETE BARREL SECTION ittai • 2• CAST -IN --PLACE CONCRETE BENCH MANHOLE DIAMETER (SEE TABLE N' 3) SLOPE TO DRAIN CONCRETE FLAT SLAB TOP CENTRIC CONE SECTION As (511 TABLE N' 21 (MANHOLE DIAMETER SEE TABLE N• 3) T". •1 8"s 8't PRECAST LEVEL BLOCK `PLACE AS REQUIRED TO SUPPORT BOTTOM BARREL SECTION SLAB REINFORCING BARS (SEE TABLE N' 11 BASE REINFORCING BARS (SEE TABLE N' 11 —{ FLOW LINE AS SHOWN ON TYPE A' TYPE 74 $ B' BASE PLANS BASE REINFORCING BAR (SEE TABLE N' 11 TYPE 'B" TABLE N° 1 BASE AND TOP SLAB FOR ROUND MANHOLE MANHOLE DIAMETER SLAB THICKNESS "7" SLAB REINFORCING MR SIZE & SPACING 48" - 60' 8' N• 4 AT 6' CTRS 66' 6 72" - 8' N• 5 AT 7W CTRS 84' B 96" 8" ' CTR N• 5 AT 6Wj_S 120 8' N• 5 AT Iii CTRS. TABLE N' 2 RETE CE .RI5Ei OESNGNAT(LNEXEA:PT 9AS`S1'1JQIMI: MATCH 01 IWE ROSS144,77ilr MANHOLE OENCH SHALL, COME PIP ,WIC IPE IRS t To be o0 . CQNTool The- THE MN1MUM 0..LARANCE OF REINFORCING STE"FL3NI,li'L BE BARREL DIAMETERSSHOWN ON THE RAN Ali THE MINMIUM ER#H1W.R Tl1AT itAif 5E. USED AT-,.ACH LOCATION THESE DIAMETERS AAE SAW CEN1E L SECTIONS WHICH ARI USUALLY AVAILABLE FROM THE',FABRICA Tt ' ONT IAC' PROVIDE;•AR#& 51CTIONS Or L481ER OIAMET1*,.116441 ADDITI NAL PIA'YMONT SHALL BE MADE FOR WAIL SECTIONS THAN SHOWN Ali'THE PLAN EACH SECTION L BE SET N A FRS :THE CONTRACTOR'MAY AT HIS OPTION CAS!"-NWiLAOE i'INE FIRSt.4TioTioN OF' THE, MANHOLE WHEN THE STANDARD KNOCKOUTS 486 NOT AVAILABLE. sXJ4CP1TE WALL.'"' THICKNESS AND REINFORCING STEEL AREA ARE SHOWN ON GEAR& NO 1 FOR MANHOLE TYPE" UNLESS SPECIFIED IN TIE PLANS 74* CONTRACTOR MAY DETERMINE' THE TYPE • MANHOLE TO BE CONSTRUCTED. THE CONTRACTOR MAY AT HIS OPTION USE TRANSITION SECTIONS m. REDUCE THE BARREL SIZE OR TME MANHOLE OMENSIOW ,P CAMVOT EXCEED 4 -em roe 26' RISER SECTION. THE MAYWUU 8LLE 47)I aple FAR TYPE '4' AND It" MANHOLES SHALL RE.30 FT. WHEN USING BRICK FOR THE FINAL ADJUSTMENT OF THE FLAME -SECTION, A DOUBLE `- ROW OF BRICK PLASTERED V2" THICK INSIDE AND OUT SHALL BE USED. CIRCUMFERENTIAL REINFORCEMENT /Ft OF BARREL DIAMETER BARREL SECTION AREA OF STEML As (SO. IN: /FT 1 Mf" .37 96' .4? 120" ,1C1 SPECIAL PLAN 7C Kr INCH REINFORCED CONCRETE WALL 4i111%11111111131111111111101111 Aiuri11011ir1 iii1 15 20 25 30 D1MEAtSI N H "1R" , OR H2' IN FEET • 35 20 25 30 DIMENSION V. )1I% OR lit" IN FEET 35 !iii1M111111111n111 951511111211111112111111111111 I6 25 30 DIMENSION "l1, iii': OR -H2" W ,FEET CHART N.' 1 T CHART .NO. , I SMELL --IE USED . T0OVERAWE THE WALL THICKNESS 'ANO THE AMOUNT fiP' HORIZONTAL REINFORCING SritEL 1ti(UIREi Pk;W A l f'T:ONLAR VALUE O 'yr AND A LONG SAW .-DIMENSION tie. TO USE THE CHART, LOCATE nit POINT OF MITEITSECTION OFA VERI7CAL "or DIMENSION LINE WITH'A SLOPING' 111* LENOIH LIME. FROM THIS POINT OF INTERSECTION .DOING 4 HORIZONTAL LINE TO THE RIGHT TO FII4R THE- REWIRED AMOUNT OF.. HORIZONTAL' REINFORONS' STEEL- PER FOOT OF WALL HEIGHT. THE REQUIRED WALL THICKNESS WILL 8E FOUND AT".THE LEFT OF THE PARTICULAR CHART SECTION EXAMPLE Y GIVEN A MANHOLE WITH H • 13 FEET AND LONG RUN LS • 6 FEET. FRAM THE CHART FIND THAT AN 844CH THICK WALL WITH CIL40. O IN. FT OF RE8fORCIN6 STEEL IS REWIND. THE HORIZC JTAL BARS .MAY 8E NO 4 AT 6' SPACRVB OR 180 6 AT 9" SPACE( SEE TML£ N0. 4) EXAMPLE 2• GIVEN A MANHOLE WA H • 19 FEET AND LONG SPAN L5. 75 FEkt -NATE THAT THE CENTER SECTION OF THE CHART MUST BE USED WHICH INDICATES THAT A **CH THICK WALL IS REQUIRED. ON THE VERTICAL.- LINE REPRESENTING H • 19 FEET 7/80 A POINT MIDWAY BETWEEN THE 7-7007 ANO 8 -FOOT SPAN LE80TN LINES THE REQUIRED AMOUNT OF HORIZONTAL REINFORCING STEEL WOULD THEN BE READ AS0.7350. IN./FT, WHICH COULD &PROVIDED 8Y USING NO 5 BARS AT 5" SPACING OR NO. 6 BARS AT 7• SPACING. (SEE TABLE NO 4) THE WALL THICKNESS ANO THE AMOUNT OF HORIZONTAL REINFORCING AS DETERMINED FROM THE CHART SHALL BE USED FOR ALL FOUR WALLS /N A PARTICULAR LIFT OR POUR 7HE SAME WALL DES/GN MAY BE USED THROUGHOUT THE HEIGHT OF 'THE MANHOLE, OR A DIFFERENT WALL DESIGN FOR THE NEXT L/FT 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 N0. 1. THE MINIMUM VALUE OF "ll" SHALL BE 5 F00T (FOR DESIGN PURPOSES ONLY). THE MINIMUM HORIZONTAL REINFORCING SHALL BE NO. 4 BARS AT 12" CENTERS AND THE MIN/MUM WALL THICKNESS SHALL BE 8 INHES. 0.96 0.90 0.80 0.70 t 1/41 J J 0.80 1 0.70. 75. 0.60 4 I< 0.71 0.70 0.60- O.SO v 0.40 2 O.1 12- N! 5 x 3'-0" DIAGONAL BARS, 8 REOD. MALL Ti PRIMARY SLAB BARS (3E5 7481.6 N! 5) OISIR/VUTNON BARS (SEE TABLE N! 5) LIFT BARS AT CORNEAS OF SL THA MANHOLE TELESCOPIC TYPE DISTRIBUTION BARS (SEE TABLE N• 3) MANHOLE IwJM1Y-TELESC08IC TYPE lN! 4 001101. 'BARS TO M47CH VERTICAL ALL BARS TYPICAL PIPE WALLHIICKHE .----1P/PE MALL THICKNESS DISTRIBUTION BARS (SEE TABLE N! 5 iLOMLINE OF MANHOLE LS PRIMARY SLA0 BARS. SEC TA81,5 N! 5) WALL THICKNESS (SEE CHART N!1) TYPE "C" LL THICKNESS (SEE CHART N! I) SSt2xTzt12" LS 12xT!'12" BASE PRIMARY SLAB BARS (SEE TABLE N! 5) DISTRIBUTION BARS (SEE TABLE N! 5) Tai. 1tdSS '3 C 7f itt ' t?II *AIS tlN�/ Nttl i STATE qNISI o. TABLE N. .-5 'N HIV- 3 -4t107}DN.}{ SASE" Ai t 108 SLAB FOR RECTANGULAR MANHOLE SHORT SPAN 41A�EN(SX*1 SS" SLAB THICXNSSS "Y.` PRIMARY 3(48 RENOWNIB" BAR SIZE 8 SPACING DISTRIOUT,Q,v REMF000CWG VAR 8122 '0 $PA YE •Z-0 TO 4-1 N' ' 5. AT 5 0785. N• 5 AT CTRS. S' -O" r0 5'-11' N! 3 AT 5 N" 3 47 T,0 CTRs 6'-0` TO 6' 1(` N! 5 AT 4j 7Rs. N' 5 AT " CTRS 7-er-e TO 7 -11 1� IW. 6 27 5�I�,ij iC - 'AI! 6 s - H o` to 1I" R 6 4.4.,...,... I+fYI' rt= a L .. _f�C/Fi. ` THA MANHOLE TELESCOPIC TYPE DISTRIBUTION BARS (SEE TABLE N• 3) MANHOLE IwJM1Y-TELESC08IC TYPE lN! 4 001101. 'BARS TO M47CH VERTICAL ALL BARS TYPICAL PIPE WALLHIICKHE .----1P/PE MALL THICKNESS DISTRIBUTION BARS (SEE TABLE N! 5 iLOMLINE OF MANHOLE LS PRIMARY SLA0 BARS. SEC TA81,5 N! 5) WALL THICKNESS (SEE CHART N!1) TYPE "C" LL THICKNESS (SEE CHART N! I) SSt2xTzt12" LS 12xT!'12" BASE PRIMARY SLAB BARS (SEE TABLE N! 5) DISTRIBUTION BARS (SEE TABLE N! 5) Tai. 1tdSS '3 C 7f itt ' t?II *AIS tlN�/ Nttl i S luMt .- SPAClNB ! 4 .- 11* 5 -w N! 4 3" ::.0.40 1 0.74;' ` `k- _ . 1.00 5W 0.44 . 0.08 ' 0.06 6" a ,aa 0.32: 0.88 6". '0.37- 0.57 0.81'. 7" 0.34 0.33 0.73 7144- 0.32 0.30 0.70 8" 0.30 0.47 0.66 8f1" 0.28 0.44 0.62 9" 0.27 041 0.50 9'4" 0.25 .0.39 0.56 10" Qt4 a37 0.53 IO h" 0.23 0.35 0.50 II 022 0.34 0.48 Ith_ r.._ I2" 021_ 0.32 0.46 0 8G 0.31 0.44 SPECIAL PLAN 7C -x 3{4' x t#" ANCHOR LUGS (FOUR THUS, 45'2 BELOW TOP OF FRAME) SLOT FOR FLANGE BOLT SEAL FOR LUG COVER CASTING (ONE ONLY) /e TOP OF PRECAST cocci fIiTE;.:. TOP SECTION - )4 -x V x 6ANCHOR LUG (FOUR THUS, 6111' BELOW TOP OF FRAME) C C SLAT FOR MANHOLE COVER Y-0 S» 3: HALF TOP VIEW FRAME 2'-o SECTION THROUGH RING - FOR MANHOLE COMER - TYPE III NON -TELESCOPIC TYPE (CAST MON) HALF 4.014 or triormsoF or COVER' MACHINE FINISHED SEAT . 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 cl."1(FOUR T 1).5) ' if"A BOLTS ITHUS) DIA. BOSSES FOR NUTS (FOUR THUS) HALF TOP VIEW FLANGE �HQLES FOR Y2" if BOLTS I' 4TTOW OF PRECAST CONCRETE OP SECTION SECTION 8-8 FLANGE DETAILS OF MANHOLE FLANGE AND FRAME - TYPE I TELESCOPIC TYPE (CAST IRON) MANHOLE ADJUSTING RING ADJUSTING RINGS MAY BE USED IN ORDER TO OBTAIN THE REQUIRED ELEVATION OF EITHER NEW OR EXISTING MANHOLES. THE RINGS ARE SUBSIDIARY TO ITEMS FOR WHICH DIRECT PAYMENT IS MADE. 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 t0 USING ADJUSTING RINGS. DETAIL OF MANHOLE FRAME -TYPE Li NON -TELESCOPIC TYPE (CAST IRON) SECTION D -D PLAN END ELEVATION DETAIL OF TYtAL STEP (STEPS AT Ilii' CTRS.) • (CAST ) TYPE I AND - TYPE m TOR TYPE' A .. ? FOR .TYPE 8 WK 1— TS (CMT- *O*4) TYPE;4 CDVrft. ".20'1.191.8073 TYPE B COVER ' :0 PO(NdB: FRAME' .(TYPE IA 280 POMMOR FLANGE (TYPE 1) 9111 POUNDS FRAME ('TYPE LI) 275 FIS RI RG PPR DOVER (TYPE Et 1...'120 *etas SPECIAL PLAN 7 met FipRF 34-4 ((tl73DNS I `s TOP OF PRECAST cocci fIiTE;.:. TOP SECTION - )4 -x V x 6ANCHOR LUG (FOUR THUS, 6111' BELOW TOP OF FRAME) C C SLAT FOR MANHOLE COVER Y-0 S» 3: HALF TOP VIEW FRAME 2'-o SECTION THROUGH RING - FOR MANHOLE COMER - TYPE III NON -TELESCOPIC TYPE (CAST MON) HALF 4.014 or triormsoF or COVER' MACHINE FINISHED SEAT . 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 cl."1(FOUR T 1).5) ' if"A BOLTS ITHUS) DIA. BOSSES FOR NUTS (FOUR THUS) HALF TOP VIEW FLANGE �HQLES FOR Y2" if BOLTS I' 4TTOW OF PRECAST CONCRETE OP SECTION SECTION 8-8 FLANGE DETAILS OF MANHOLE FLANGE AND FRAME - TYPE I TELESCOPIC TYPE (CAST IRON) MANHOLE ADJUSTING RING ADJUSTING RINGS MAY BE USED IN ORDER TO OBTAIN THE REQUIRED ELEVATION OF EITHER NEW OR EXISTING MANHOLES. THE RINGS ARE SUBSIDIARY TO ITEMS FOR WHICH DIRECT PAYMENT IS MADE. 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 t0 USING ADJUSTING RINGS. DETAIL OF MANHOLE FRAME -TYPE Li NON -TELESCOPIC TYPE (CAST IRON) SECTION D -D PLAN END ELEVATION DETAIL OF TYtAL STEP (STEPS AT Ilii' CTRS.) • (CAST ) TYPE I AND - TYPE m TOR TYPE' A .. ? FOR .TYPE 8 WK 1— TS (CMT- *O*4) TYPE;4 CDVrft. ".20'1.191.8073 TYPE B COVER ' :0 PO(NdB: FRAME' .(TYPE IA 280 POMMOR FLANGE (TYPE 1) 9111 POUNDS FRAME ('TYPE LI) 275 FIS RI RG PPR DOVER (TYPE Et 1...'120 *etas SPECIAL PLAN 7 t I /9' I IB 12 t I 1 1 I !3' VAR/ABLE DISTANCES SHOWN BETWEEN CONTRACTION JOINTS .MAY BE Al MINIMUM OF 10 0' AND A MAXIMUM OF 19.0' 1 1 19' 4____IB 1 /2' I 13' 19' 18' I 12 I VAR 1— I I I 1 1 I I 1 I 1 I I I I I 1 1 I 1 1v 1 1 1tom_ IB 1 12' 3 I I 1 IN I 1 I- I I � _l— I 1 1— I —t— # 15' I /5' N C /5' I /5' 15' I I 1 1 NI 1 VAR I VAR I VAR. I 15' S' 'OI 12' T 4 /2 12' FED. ROAD FED. AID SHEET DIV. NO. STATE PROD. NO. NO. 7 NEBR. F-SRF-34.4(107)Dw.II I' /5' /5' 15' ___.1-__5 15 l5 VAR 1 1 I t I I Ai 1 I I N --1 1 i VAR. 10'MIN 19' MAX T—L Le" I r I wf 1 12' I /3' t /9' 18' '�I 12' 1 I • 1 N N I� I I I I I I I I I I I t I VAR 1 /2' 1 13' I 19' I Ig' I 12' 1 /3' I 19' i FB' I 12' I 13' i l9' i IB' I 12' I 1 I I 1 '1 1 I-- • i I 1 1 r.--1-- ; I I-- I 1 1- '� I 1- 1 I l.. I 1 1 --.1__ _ _1 - -I.__� -t. 1 t--'s---L--' .' IN 1 1 . -i: 11 t.- 1 - 1 TYPDCA LEGEND LONGITUDINAL JOINT CONTRACTION JOINT EXPANSION JOINT ( SPECIAL PLAN 8 -C J00N7S b CONCRETE PAVEENT (NON -REINFORCED SLAB) POST N°• E END POST STANDARD RAIL LOCATION - 3' I %2" I 6'k 8"x 14"OFFSET BLOCKT� PAY LIMIT FOR SAFETY BEAM GUARD RAIL 6'-3" ADAPT 10"x I0"x6' WOODEN POSt REQUIRED -"LOCATE AS CLOSE TO PLAN POSITION AS POSSIBLE, IF IN CONFLICT WITH BRIDGE WING." I0xI0x6' WOODEN POST REQUIRED 8x8'x6' WOODEN POST REQUIRED 6x8"x6' WOODEN POST REQUIRED 3-1%2 6'!11 3'- 11/2" 12.- 6" THRIE BEAM GUARD RAIL EDGE x�PPBQA,GH SECJIQN. TYPE "C" (P4Y LEN6TH) DETAILS OF TYPE "C" BRIDGE APPROACH SECTION r 'a BOLTS, HEX HEADS, j HEX NUTS, MOUNTING BOLT \ WASHER WITH I" D OH 8 \ 'ex 3" R WASHER 8"1 (All Galvanized) 3 1%2" -EXISTING HOLES SPECIAL END SHOE APPROACHING TRAFFIC -TYPICAL SECTION THROUGH THRIE BEAM GUARD RAIL. NESTING --- DETAILS OF GUARD RAIL ADAPTER 3"± 2.- 6" 1 4%" 44"1 4- cfp- 4- 4- 4- \ 4- 29/"x IYe"SLO k. "4I O N 3/"xd }..SLOTS --I..# HOLES (OPT ONAL) FOR /8 o BOLTS N SPECIAL END SHOE (THRIE BEAM) OFFSET BLOCK LJ x 3" MOUNTING BOLT WASHER z BUTTONHEAD POST MOUNTING BOLT s/8"4 x LENGTH AS REQUIRED, SECURED WITH WASHER AND NUT. SAWED TREATED TIMBER POSTS 6"x 8"x 6.-0" AND SAWED TREATED TIMBER OFFSET BLOCKS 6"x8'x22" SHALL BE USED. WOOD POST OFFSET BLOCK FOR SAFETY BEAM GUARD RAIL, TYPE "C" "W"BEAM ELEMENT (IF REQUIRED) NOTE: F -SRF -34-4 (107) 128A oIv. It RI Added Sheet 15 MAR 82 IF POST N. I IS MOVED MORE THAN 6", DOUBLE BEAM GUARD RAIL WILL BE REQUIRED. FOR OF.TAIIS NOT SHC WN SEE STANDARD PLAN 704.81 SPECIAL PLAN 9C {'-N PAY LIMIT FOR SAFETY BEAM GUARD RA/L aL FASTENING STRAP %" x 3/4" x 9" A36 (mild) steel plate field shaped with hammer for tight fit. Hook fits over backup connection piece and rail element to form weak connection. • F STRAP APPROACH TERM/NAL SECTION- MODIFIED e 3" 6=3" TYPICAL 12'-6" SECTION 6 - POST N• 5 BlCIMLP CONNEC77GY STANDARD W -BEAM PECE • BOLTICE S (BPer d§pIlc.) POSY N•• 4 II POST N. POST A' POST 3 2 / ELEVATION' TERAItNAL ANCHOR POST MMD. ROAD FID. AIO MOW DIV. MO. STATIC POJ. NO. we. 7 Nam. F-BRF-34-4 007) 128 8 R! Added Sheet 15 MAR 82 SPLICE BOLT /'/s" WISHER 8 NUT SPLICE BOLTS Riper Splicel.., -45 2-16d NAILS r,Q4� Thy o STANDARD W -BEAM RAIL ELEMENT ASSEMBLY DETAILS B" OFFSET BLOCK LJ OFFSET BLOCK (6'x81") SAWED TREATED TIMBER POSTS 6"X B"X 6 AND SAWED TREATED TIMBER OFFSET BLOCKS 6"XB"X SHALL BE USED. SIDE VIEW POST (6'x8"x6') NUT 8 WASHER L PLAN r i1 L Slot 114" x 292" Siot x 2101" 0.6" T-0 END VIEW BACK-UP CONNECTION PIECE POST OFFSET 8LOCK r FASTEN/NB STRAP RAIL ELEMENT DUTTOYHEAD POST MOUNT/NG BOLT —41 11111:1°A1N:1"- BACK-UP CONNECTION PIECE DETAIL SIDE VIEW SECTION THRU RAIL ELEMENT NUT NOTE BACK-UP CONNECT/ON PIECES SHALL BE /Z-GAUSE GALY4N/IED STEEL W -BEAM. FOR. POST N' 5 THE BACK-UP CONNECTION PXECE- SHr4L L BE B"LONG B FOR POSTS N' I THRU 4 THE LENGTH SHALL BE /2." THE RAIL ELEMENT SHALL NOT BE CONNECTED 777 POSTS N' / THRU 5 RAIL ELEMENT SHALL BE FASTENED TO BACK - .LIP CONNECT/Oh PIECES US1N6 STEEL FASTENING STRAPS. SPLICE BOLTS SHALL BE CUT (IF REQUIRED) SO THAT THEY EXTEND THRU THE FULL THICKNESS OF THE NUT 8 NO AA?RE THAN 3/4' BEYOND /T. THE SPLICE BOLTS AT POST N•I B 3 SHALL HAVE HEX NUTS MOUNTED ON THE FRONT (TRAFFIC) SIDE OF THE RAIL. FOR THE SPLICE AT POST N•5 THE HEX NUTS SHALL BE MOLpWTED ON THE REAR SIDE OF THE RAIL ELEMENTS FOR DETAILS NOT SHOWN SEE STANDARD PLAN 704R1. SPECIAL PLAN 10C. Rlikikai TERMINAL SECTOON-MODMED JOINT SEALING FILLER (NOT POURED TYPE) I "PREFORMED EXPANSION JOINT FILLER I" PREFORMED EXPANSION JOINT FILLER SHALL BE PLACED THRU THE CURB AT INTERVALS OF NOT MORE THAN 100'. 'm CONCRETE BARRIER CURB QUANTITY PER STA. CONCRETE 4.548 CU. YDS. AREA 1.228 S0. FT. JOINT SEALING FILLER (HOT POURED TYPE) •l"PREFORMED EXPANSION JOINT FILLER EXPANSION JOINT THRU CURB DETAIL FOR CUTTING EXPANSION JOINT FILLER JOINT SEALING FILLER \1 (HOT POURED TYPE)... _ `1. I" PREFORMED EXPANSION JOINT FILLER CONCRETE MEDIAN CURB QUANTITY PER STA. CONCRETE 4.370 CU. YDS. AREA 1.180 S0. FT. %4 (2"M/N.) 4"M/N. •'•1/4 MIN. SAW CUT y8 "x Y2 JOINT FILLER RESERVOIR CONTRACTION JOINT THRU CURB & COMBINATION CURB AND GUTTER INTEGRAL CONCRETE CURB QUANTITY PER STA. CONCRETE 0.948 CU. YDS. AREA 0.256 S0. FT. 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 4.58 0.84 // 4.80 0.85 12 5.00 0.98 13 5.20 1.07 /4 5.39 1.14 /5 5.57 1.22 16 5.75 1.27 17 5.92 I. 29 18 6.08 1.3/ 19 6.25 1. 33 20 6.40 1. 40 BACK OF CURB EXCLUDE AREA A WHEN COMPUTING S0. YDS. OF CONCRETE DRIVEWAY BACK OF CURB. 1" PREFORMED EXPANSION JOINT FILLER SHALL BE PLACED THRU THE CURB AT INTERVALS OF NOT MORE THAN 100'. JOINT SEALING FILLER (HO POURED TYPE) I'-0" I" PREFORMED EXPANSION JOINT FILLER CONCRETE CURB TYPE I QUANTITY PER STA. CONCRETE AREA THIS AREA TO BE ROUGHENED AND CURED BY A METHOD OTHER THAN A MEMBRANE CURING COMPOUND PRIOR TO PLACEMENT OF CURB. 5.216 CU. YDS. 1.408 S0. FT. / O 3/"R CONCRETE PAVEMENT • N°5x8"DOWEL BARS AT 3'-0"CENTERS AS SHOWN ON PLANS TOP OF CURB at GUTTER LINE ELEVATION DETAILS OF CONCRETE DRIVEWAY 3" N°4 LONGITUDINAL BAR INTEGRAL CONCRETE CURB (AVERNATE TYPE ) .3/4"BOARD. TO BE LEFT IN PLACE CONCRETE HEADER QUANTITY PER LIN. FT. CONCRETE 0.025 CU. YDS. INTEGRAL CONCRETE BARRIER CURB TO BE USED AT GUARD RAIL INSTALLATIONS OR WHERE SHOWN ON THE PLANS. R JOINT SEALING FILLER • (HOT POURED r PE) l"PREFORMED EXPANSION JOINT FILLER SECTION A -A -JOINT SEALING FILLER (HOT POURED TYPE) I PREFORMED EXPANSION JOINT FILLER SECTION B - B DETAIL OF RURAL DRIVEWAY INTEGRAL CURB BARRIER CURB DETAIL OF CURB DROPS INTEGRAL CONCRETE CURB (BARRIER TYPE) DUANTITY PER STA. y4CRE TE AREA 1.307 CU. YDS. 0.353 SO. FT R2 JAN. 80 MULTIPLE REVISIONS RI REV. No JAN 75 DATE CONTRACTION JOINT THRU CURB DESCRIPTION OF REVISION NEBRASKA DEPARTMENT OF ROADS STANDARD PLAN N0 301 PAVEMENT DETAILS APPROVED JANUARY 31. 1974 DATE ROADWAY DESIGN ENGINEER SCALE AS SHOWN 2 VARIABLE CROSSWALK j_ SLOPE TOWARDS STREET 0.02% FT. 4" VARIABLE SIDEWALK THIS SLOPE MAY BE VARIED TO CONFORM WITH MUNICIPAL REGULATIONS. VARIABLE N°5 x18" TIE BARS AT 48"CENTERS TO BE DRILLED AND GROUTED INTO EXISTING SLAB. ASPHALTIC CONCRETE 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 TD BE CONSTRUCTED IS LESS THAN 50'-0" IN LENGTH ONE SUCH EXPANSION JOINT SHALL BE PLACED AS DIRECTED BY THE ENG/NEER. I'-0" I\� EXIST/NGH-- 9 SLAB 1 VARIABLE CONCRETE BASE COURSE "/ INTEGRAL CURB NOTE: "T"• PAVEMENT THICKNESS N• 5 x 18" TIE BARS AT 48" CENTERS TO BE DRILLED AND GROUTED INTO EXISTING SLAB. - 0" EXISTING SLAB 4 v VARI ABL E CONCRETE PAVEMENT WIDENING W/ INTEGRAL CURB VARIABLE JOINT SEALING FILLER (HOT POURED TYPE). !SLOPE 0.02% FT. SLOPE 0.02'/ FT.— 'l"PREFORMED EXPANSION JOINT FILLER • L DETAILS OF CONCRETE MEDIAN SURFACING ONE /NCH PREFORMED EXPANSION JOINT FILLER SHALL BE PLACED THRU MEDIAN SURFACING .47 INTERVALS OF NOT MORE THAN 49'-0". LONGITUDINAL JOINTS ONE INCH DEEP SHALL BE MADE IN ALL MEDIANS WHEN SURFACING WIDTH IS /6' OR GREATER. TRANSVERSE JOINTS ONE INCH DEEP SHALL OE MADE IN ALL MEDIANS AT INTERVALS OF NOT MORE THAN 8' TRANSVERSE AND LONGITUDINAL JOINT SHALL NOT BE FILLED. 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. CONTRACTION AND EXPANSION JOINTS SHALL BE CONSTRUCTED TO MATCH LOCATIONS OF EXISTING JOINTS. VARIABLE 3'- 6" MAX. DETAIL FOR CUTTING EXPANSION JOINT FILLER VARIABLE 3'- 6" MAX. COMBINATION CONCRETE CURB 8 GUTTER D L_ in 1" PREFORMED EXPANSION - JOINT FILLER 4' MIN. LENGTH AS SHOWN ON PLANS TOP OF SLAB PLAN CONCRETE ISLAND NOSE D CONCRETE PAVEMENT SECTION D -D DETAILS OF CONCRETE ISLAND NOSE EX/STING CONCRETE PAVEMENT IS TO BE REMOVED IN AREA COVERED BY CONCRETE ISLAND NOSE. I" PREFORMED EXPANSION - JOINT FILLER 4'MEDIAN SURFACING• I"PREFORMED EXPANSION PLAN 4' MIN. JOINT FILLER SECTION E - E NOTE' "T"=PAVEMENT THICKNESS SECTION F -F SECTION G - G DETAIL AT END OF MEDIAN ISLAND 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 PAVEMENT DETAILS APPROVED ' JANUARY 31, 1974 DATE RC;ADWAY DESIGN ENGINEER SCALE AS SHOWN 2 - - CROSSSWALK STOP BA TYPE I TYPE III CROSSWALK CROSSWALK CROS WALK - STOP BA WHERE W IS 9'-O" OR LESS, R•W WHERE W IS GREATER THAN 9" 0", R. 4'- 0" TYPE II STOP BAR CROSSWALK TYPE IV RAMP WING- SLOPE. ING-SLOPE• 6 SFT. — Ad ail,. ufi 4' MIN. TINED SURFACE ----MAX. SLOPE 3/4"/FT. 1 SIDEWALK SECTION A•A TYPICAL RAMP CROSS SECTION TOP OF WALK IN AREA OF RAMP (1/4"/FT MAX. SLOPE)— TOP OF CURB I" LIP CURB &OPE = l"/FT.) 6' MIN. --- RAMP FLARE 4' MIN. (MANEUVERING LENGTH FOR TYPES I, IIA III) * 1' TYP MAX. SLOPE I"/FT. JOINT SEALING FILLER (HOT POURED TYPE) I" PREFORMED EXPANSION JOINT FILLER SIE DO NOT OBSTRUCT FLOW LINE OF GUTTER SECTION B •B TYPICAL RAMP PROFILE FLOW LINE OF GUTT£R1 0 INDICATES I" EXPANSION JOINT MEDIAN CROSSING GUTTER LINE- --- --. TOP OF CURB- RAMP WING - 4'MIN . B SIDEWALK 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 1A8 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 & IV). 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? FEET SHALL BE PROVIDED BETWEEN AN OBSTRUCTION AND THE TOP END OF THE TYPE I OR II 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 1 1980 DATE r' 0 DWUtDESIGN ENGINEER SCALE AS SHOWN 1 VAR • SHOULDER 24'-0" CONCRETE PAVEMENT 12'-0" /2'-0" SHOULDER %8"MIN. '—JOINT SEALING FILLER V4 (2 M/N:1 • VAR. N0 5x2'-6" TIE BARS 48" CTRS. TIE BAR PINS SAWED WHEN TWO ADJACENT LANES ARE PLACED AT THE SAME TIME, THE LONGITUDINAL JOINT COMMON TO THE LANES SHALL BE SAWED. i/8" MIN. JOINT SEALING FILLER No 5x 2'-6" TIE BARS t7a 48" CTRS. TIE BAR PINS / N05 HOOK AND W -BARS MAY BE USED IN LIEU OF THE TIE BARS AND TIE BAR PINS SHOWN. KEY TYPE KEY TYPE JOINT SHALL BE USED ON ALI. LONGITUDINAL CONSTRUCTION JOINTS WHEN THE ADJACENT LANE IS NOT PLACED AT THE SAME TIME. LONGITUDINAL JOINTS 23/5" 3'-0" — 0.Q1., %FT. LONGITUDINAL JOINT 0.015%FT.- l FOUNDATION COURSE (IF CALLED FOR IN THE PLANS) TYPICAL CROSS SECTION LONGITUDINAL JOINT -7 SAWED CONTRACTION JOINTS 23/6" 3'-0" 1 1 1 l O 11 1 1 N 1 11 1 1 1 1 1 - I 1 1 1 11 —__A - — —L — --til — — -'1— — — 11 —11 O I 1 11 1 1 1 11 .:y Ii 11 11 11 11 1.1 , 1 1 I 1 1 1 .. 5• 1 1 1 1 I I 1 i 1 1 1 l2'-0" l3' -O" 19'-0" ( 18'-O" PLAN 34" JOINT SEALING FILLER 1- -, _,.1k.zeM/N. CONTRACTION JOINTS SHALL BE SAWED AND SHALL BE PLACED AT RANDOM JOINT SPACING INTERVALS AS INDICATED ON PLAN. CONTRACTION JOINT 0 N VAR. No 4 SPACER BARS WELDED 9" MAX. CLEARANCE FROM EDGE OF SLAB VAR. DIRECTION OF PLACEMENT JOINT SEALING FILLER l"0x18" DOWEL BAR T"6"TO8" 10". x /8" DOWEL BAR T OVER 8" • GREASE TH/S SIDE ONLY. 12 GAGE CHAIR MINIMUM OF 5 CHAIRS PLACED AT UNIFORM INTERVALS SHALL BE USED FOR EACH 12' LANE. DOWEL BARS SHALL. BE SPACED AT 1'-0" CTRS. EXCEPT THAT THE DOWEL BAR AT THE OUTSIDE END OF ASSEMBLY SHALL BE PLACED A MINIMUM OF 91/2" FROM THE EDGE OF THE SLAB. CONSTRUCTION JOINT R/ JAN. 75 REDRAFT ADDED SHEET 2 REV. N 0 DATE DESCRIPTION OF REVISION NEBRASKA DEPARTMENT OF ROADS STANDARD PLAN N° 328 6 to 10 INCH CONCRETE PAVEMENT APPROVED: APRIL 25, 1975 DATE ROADWAY DESIGN ENGINEER SCALE AS SHOWN 2 1- O J 0 0 2 -J -J ASSEMBLY PLAN GRADE ELEV. 0.015/FT. 0 T/2 0 0 0 0 O 0 O l'-0" 1/' -II" PREFORMED EXPANSION JOINT FILLER GRADE ELEV. 0.015'/ FT. N1 11 GAGE SHEET METAL METAL HOLDER JOINT SEALING FILLER DIRECTION OF PLACEMENT I"P x 18" DOWEL BAR T. 6" TO 8" WI" ox/8"DOWEL BAR T=OVER 8" ti 1 - No 4 SPACER BAR WIRED N0 SPACER BAR WELDED —12 GAGE CHAIR—' SECTION GREASE DOWEL BAR ON EXPANSION TUBE SIDE ONLY I" PREFORMED EXPANSION JOINT FILLER SHALL BE USED FOR EXPANSION JOINTS UNLESS OTHERWISE SPECIFIED IN THE PLANS. EXPANSION JOINTS SHALL BE INSTALLED AT LOCATIONS SHOWN IN THE PLANS AND 3 EXPANSION JOINTS SPACED AT 45'- 0" INTERVALS SHALL BE INSTALLED IN EACH SECTION OF PAVEMENT ADJACENT TO RAILROAD TRACKS. EXPANSION JOINT 4'7 MINIMUM OF 5 CHAIRS SPACED AT UNIFORM INTERVALS DOWEL BARS I" TEMPORARY FILLER MINIMUM OF 5 CHAIRS SPACED AT UNIFORM INTERVALS METAL HOLDER METAL CAP METAL HOLDER IN PLACE END CUT AND BENT -7 STOP I% T. E 8" l5/6"T=OVER 8" 4" EXPANSION TUBE 16 GAGE METAL /e"1�`�� TIE BAR PIN 14%2' T=OVER 8" \30°MAX/ SPOT WELD • \i SPOT WELD 12 GAGE METAL PLATE 6" SQUARE 12 GAGE METAL 1- CHAIR NOTES 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 MINIMUM OF 173/x" IN LENGTH. TIE BARS SHALL BE DEFORMED BARS AND ALL OTHER BARS SHALL BE SMOOTH. FOR LOAD TRANSFER DEVICES AT EXPANSION JOINTS IN LANES OTHER THAN THE 12 FT. LANES SHOWN, MAINTAIN THE SPACING OF THE 18" DOWEL BARS AT I 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 IS NOT USED, TIE BAR PINS AS SHOWN WILL BE USED. TIE, DOWEL AND SPACER BARS SHALL CONFORM TO THE REQUIREMENTS OF THE STANDARD SPECIFICATIONS. KEY TYPE LONGITUDINAL JOINTS AND TRANSVERSE CONSTRUCTION J0/NTS SHALL BE EDGED WITH %4R. AT TIME OF CONCRETE PLACEMENT. RI REV. N° JAN. 75 REDRAFT. ADDED SHEET 2 DATE DESCRIPTION OF REVISION NEBRASKA DEPARTMENT OF ROADS STANDARD PLAN N° 328 6 to 10 INCH CONCRETE PAVEMENT APPROV ED. APRIL 25, 1975 DATE ROADWA DESIGN ENGINEER SCALE AS SHOWN 2 N° 4 SPACER BARS I I ,,,,,., ._z_ _.-I . f AMIE I I 12'-0" ASSEMBLY PLAN GRADE ELEV. 0.015/FT. 0 T/2 0 0 0 0 O 0 O l'-0" 1/' -II" PREFORMED EXPANSION JOINT FILLER GRADE ELEV. 0.015'/ FT. N1 11 GAGE SHEET METAL METAL HOLDER JOINT SEALING FILLER DIRECTION OF PLACEMENT I"P x 18" DOWEL BAR T. 6" TO 8" WI" ox/8"DOWEL BAR T=OVER 8" ti 1 - No 4 SPACER BAR WIRED N0 SPACER BAR WELDED —12 GAGE CHAIR—' SECTION GREASE DOWEL BAR ON EXPANSION TUBE SIDE ONLY I" PREFORMED EXPANSION JOINT FILLER SHALL BE USED FOR EXPANSION JOINTS UNLESS OTHERWISE SPECIFIED IN THE PLANS. EXPANSION JOINTS SHALL BE INSTALLED AT LOCATIONS SHOWN IN THE PLANS AND 3 EXPANSION JOINTS SPACED AT 45'- 0" INTERVALS SHALL BE INSTALLED IN EACH SECTION OF PAVEMENT ADJACENT TO RAILROAD TRACKS. EXPANSION JOINT 4'7 MINIMUM OF 5 CHAIRS SPACED AT UNIFORM INTERVALS DOWEL BARS I" TEMPORARY FILLER MINIMUM OF 5 CHAIRS SPACED AT UNIFORM INTERVALS METAL HOLDER METAL CAP METAL HOLDER IN PLACE END CUT AND BENT -7 STOP I% T. E 8" l5/6"T=OVER 8" 4" EXPANSION TUBE 16 GAGE METAL /e"1�`�� TIE BAR PIN 14%2' T=OVER 8" \30°MAX/ SPOT WELD • \i SPOT WELD 12 GAGE METAL PLATE 6" SQUARE 12 GAGE METAL 1- CHAIR NOTES 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 MINIMUM OF 173/x" IN LENGTH. TIE BARS SHALL BE DEFORMED BARS AND ALL OTHER BARS SHALL BE SMOOTH. FOR LOAD TRANSFER DEVICES AT EXPANSION JOINTS IN LANES OTHER THAN THE 12 FT. LANES SHOWN, MAINTAIN THE SPACING OF THE 18" DOWEL BARS AT I 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 IS NOT USED, TIE BAR PINS AS SHOWN WILL BE USED. TIE, DOWEL AND SPACER BARS SHALL CONFORM TO THE REQUIREMENTS OF THE STANDARD SPECIFICATIONS. KEY TYPE LONGITUDINAL JOINTS AND TRANSVERSE CONSTRUCTION J0/NTS SHALL BE EDGED WITH %4R. AT TIME OF CONCRETE PLACEMENT. RI REV. N° JAN. 75 REDRAFT. ADDED SHEET 2 DATE DESCRIPTION OF REVISION NEBRASKA DEPARTMENT OF ROADS STANDARD PLAN N° 328 6 to 10 INCH CONCRETE PAVEMENT APPROV ED. APRIL 25, 1975 DATE ROADWA DESIGN ENGINEER SCALE AS SHOWN 2 ••INTEGRAL CURB VAR. 0.02'/ FT. 403'-0" TO 52'-0" CONCRETE PAVEMENT /2'-0" /2'-0" .-LONGITUDINAL JO/NT LONGITUDINAL JOINT • •••• 0.02'/ FT. VAR. INTEGRAL CURB... 26'-0" CONCRETE PAVEMENT /3' - •FOUNDATION COURSE (/F CALLED FOR /N THE PLANS) MED/AN, VARIABLE /6'-0"NORMAL INTEGRAL CURB LONGITUDINAL JOINT. 0.02'/ FT. /3'-0" INTEGRAL CURB•••. -1 T — • •••FOUNDAT/ON COURSE (IF CALLED FOR IN THE PLANS) 18" MIN. JOINT SEALING F/LLER •'•N°5x2'-6" TIE BARS ID 48" CTRS. • TIE BAR PINS ••" SAWED WHEN TWO ADJACENT LANES ARE PLACED AT THE SAME TIME, THE LONGITUDINAL JOINT COMMON TO THE TWO LANES SHALL BE SAWED. Ve" MIN. •••'JOINT SEALING FILLER --N°5x2-6" TIE BARS Lea 48" CTRS. TIE BAR PINS No 5 HOOK AND W -BARS MAY BE USED IN LIEU OF THE TIE BARS AND TIE BAR PINS S/101 N. KEY TYPE KEY TYPE JOINT SHALL BE USED ON ALL LONGITUDINAL CONSTRUCTION JOINTS WHEN THE ADJACENT LANE IS NOT PLACED AT THE SAME TIME. LONGITUDINAL JOINTS 26'-'0" CONCRETE PAVEMENT l3' " TYPICAL CROSS SECTIONS 3�4" --JOINT SEAL/NG F/LLER 7 V8"MIN° . F CONTRACTION JOINTS SHALL BE SAWED AND SHALL BE PLACED AT RANDOM JOINT SPACING INTERVALS OF 12'-1,3'- 19'- 18' PERPENDICULAR TO THE LONGITUDINAL JOINT. CONTRACTION JOINT . -INTEGRAL CURB 3'-O" 0.02'/ " -LONGITUDINAL J0/NT INTEGRAL CURB -FOUNDATION COURSE (/F CALLED FOR IN THE PLANS) No4 SPACER BARS WELDED 9"MAX. CLEARANCE FROM EDGE OF SLAB •:' DIRECTION OF PLACEMENT 34" .••••JOINT SEALING FILLER 3'-0" :..:• •.1"lx 18" DOWEL BAR T=6"TO8" PA". x 18" DOWEL BAR T OVER 8" • • GREASE THIS SIDE ONLY • 12 GAGE CHAIR MINIMUM OF 5 CHAIRS PLACED AT UNIFORM INTERVALS SHALL BE USED FOR EACH 13' LANE. DOWEL BARS SHALL BE SPACED AT I'-0" CTRS. EXCEPT THAT THE DOWEL BAR AT THE OUTSIDE END OF ASSEMBLY SHALL BE PLACED A MINIMUM OF 9%Z"FROM THE EDGE OF THE SLAB. CONSTRUCTION JOINT REV. No DATE DESCRIPTION OF REVISION NEBRASKA DEPARTMENT OF ROADS STANDARD PLAN N° 331 6 to 10 INCH CONCRETE PAVEMENT W/ CURB APPROVED' MARCH 19, 1975 DAT E ROADWAY DESIGN ENGI SCALE AS SHOWN 2 •N°4 SPACER BARS !"tee 1 - -O" /'-0" !'-O" 13 -0" •-0" -1 -0" ki 3• ASSEMBLY PLAN • •GRADE ELEV. MINIMUM OF 5 CHAIRS SPACED AT UNIFORM INTERVALS DOWEL BARS -1"TEMPORARY FILLER • •MINIMUM OF 5 CIA/RS SPACED AT UNIFORM INTERVALS 0.02/ FT. 0 0 0 0 0 0 0 l'-0" 5" PREFORMED EXPANSION JOINT FILLER •• 'GRADE ELEV. 0.02'/ FT. 11 GAGE SHEET METAL METAL HOLDER JOINT SEALING FILLER - DIRECTION OF PLACEMENT 1 dx 18"DOWEL BA/ Tr 6" TO 8" :` 11/4" 0x 18"DOWEL BAR T = OVER 8" T .METAL HOLDER N°4 SPACER BAR WELDED -12 GAGE CHAIR • SECTION' GF,EASE DOWEL BAR ON EXPANSION TUBE SIDE ONLY. METAL HOLDER IN PLACE I PREFORMED EXPANSION JOINT FILLER SHALL BE USEC FOR EXPANSION JOINTS UNLESS OTHERWISE SPECIFIED IN THE PLANS. EXPANSION JOINTS SHALL BE INSTALLED AT LOCATIONS SHOWN IN THE PLANS AND 3 EXPANSION JOINTS SPACED AT 45'-0" INTERVALS SHALL BE INSTALLED IN EACH SECTION OF PAVEMENT ADJACENT TO RAILROAD TRACKS. EXPANSION JOINT I j6' T= 6"TO 8 /3/6 T=OVER 8" END CUT AND BENT.. I" STOP LUGS EXPANSION TUBE .a. 16 GAGE METAL • '.° 0 (o ti M TIE BAR PIN NOTES 9/6., SPOT WELD'' 12 GAGE METAL PLATE 6" SQUARE 12 GAGE METAL .. v CHAIR 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 MINIMUM OF l7•"lN LENGTH. TIE BARS SHALL BE DEFORMED BARS AND ALL OTHER BARS SHALL BE SMOOTH. FOR LOAD TRANSFER DEVICES AT EXPANSION JOINTS IN LANES OTHER THAN THE 13 FT. LANES SHOWN, MAINTAIN THE SPACING OF THE 18" DOWEL BARS AT 1 FT. INTERVALS. THE ENDS OF THE N°4 SPACER BARS SHALL NOT BE MORE THAN 3INCHES" FROM THE EDGE OF THE PAVEMENT 01? LONGITUDINAL JOINT. THE CONTRACTOR MAY USE A MACHINE FOR PLACING THE LONG/TUOla.. TIE BARS IN LIEU OF THE TIE BAR PINS. IF A MECHANICAL TIE BAR PLACEMENT MAC'1e1 S NOT USED, TIE BAR PINS AS SHOWN WILL BE USED. TIE, DOWEL AND SPACER BARS SHALL CONFORM TO THE REQUIREMENTS etc THE STANDARD SPECIFICATIONS. KEY TYPE LONGITUDINAL JOINTS AND TRANSVERSE CONSTRUCTION J0io S SMALL BE EDGED WITH %" R. AT TIME OF CONCRETE PLACEMENT. REV. N° DATE DESCRIPTION OF REVISION NEBRASKA DEPARTMENT OF ROADS STANDARD PLAN N° 331 6 +0 10 INCH CONCRETE PAVEMENT w/ CURB APPROVED' MARCH 19, 1975 DATE ROADWAY DESIGN ENGINEER SCALE AS SHOWN e INLET COVER DETAILS C0 0 BAR D BAR C BAR G BAR A BARD BAR C ADDITIONAL LIFT BAR FOR OPEN/NGS OVER 8'-O" 6" C LONGITUDINAL P PES--\ ANCHOR BAR LOCATION OF BACKWALL WHEN LONGITUDINAL PIPES ARE NOT USED. IACK OF CURB GUTTER LINE 0" 11 II I I f TRANSVERSE PIPE PLAN OF INLET Y = 4'-0" BAR A BAR G BAR H INLET COVER DETAILS 8" 4'- 0" 8" BAR 0 BAR C BAR G BAR B BAR A BAR F ............. _BAR E At ABOUT 9"CTR$ Y= 4'-0' Y=6'-0" Y=8'-0" Y=10'-0" BAR 1 SIZE LENGTH SHAPE NO. SIZE LENGTH SHAPE NO. SIZE LENGTH LIFT BAR MIR LENGTH ly A 3 8 6'-9" STR. 3 8 111 STR. 3 8 10'-9" STR. 3 8 12'-9" STR. B - - - 6" m BAR F (b 8 3/4"CTRS• '1 5'-4" BACK COVER DETAILS 8"THICK CONCRETE WALL LO- CATED AT MID-PO/NT (Y/2J OF INLET OPENING. C LONGITUDINAL PIPES_\ LOCATION OF BACKWALL WHEN LONGITUDINAL PIPES ARE NOT USED. BACK OF CURB 2 -BAR N 2 -BAR M MID -POINT COVER SUPPORT REINFORCING BAR SCHEDULE Y= 4'-0' Y=6'-0" Y=8'-0" Y=10'-0" BAR NO. SIZE LENGTH SHAPE NO. SIZE LENGTH SHAPE NO. SIZE LENGTH SHAPE NO. SIZE LENGTH SHAPE A 3 8 6'-9" STR. 3 8 8=9" STR. 3 8 10'-9" STR. 3 8 12'-9" STR. B - - - - 2 6 4'-3" STR. 2 6 6'-3" STR. 2 6 -8'-3" STR. C 6 6 I'-7" STR. 4 6 /'-7" STR. 4 6 /'-7" STR. 4 6 1'-7" STR. D 1 6 5'-!" STR. I 6 5'--l" STR. l 6 5'-1" STR. I 6 5'-1" STR. E VAR. 4 5'-1" STR. VAR. 4 5''-1" STR. VAR. 4 5'-I" STR. VAR. 4 5'-1" STR. F 8 4 8 -3" STR. 8 4 B-3" STR. 8 4 B-3" STR. 8 4 B -3" STR. G 6 5 4'-0" BENT 6 5 4'-0" BENT 6 5 4'-0" BENT 6 5 4'-O" BENT H - - - - 3 5 2'-7" BENT 5 5 2'-7" BENT 7 5 2'-7" BENT J 4 5 l'-7" BENT 3 5 /'-7" BENT 3 5 1'-7" BENT 3 5 1'-7" BENT . K - - - - 10 4 0+2'-9" BENT 10 4 DE 2=9" BENT 10 4 D+2'--9" BENT LIFT VAR. 4 2= 6" BENT VAR_ 4 Y=14' 2=6" -O" BENT VAR. 4 Y=16-0" 2-6" BENT VAR. 4 Y=18'-0" 2=6" BENT Y=12' -O' BAR NO. SIZE LENGTH SHAPE NO. SIZE LENGTH 'SHAPE NO. SIZE LENGTH SHAPE NO. SIZE LENGTH SHAPE A 3 8 14'-9" STR. 3 8 16'-9" STR. 3 8 18=9" STR. 3 8 20'--9" STR. B 2 6 10=3" STR. 2 6 12'--3" STR. 2 6 14--3" STR. 2 6 16'-3" STR. C 4 6 /'-7" STR. 4 6 l'-7" STR. 4 6 1'-7" STR. 4 6 /'-7" STR. D 1 6 5'-1" STR. I 6 5'-1" STR. I 6 5'-!" STR. 1 6 5'-!" STR. E VAR. 4 5'--1" STR. VAR. 4 5'-1" STR. VAR. 4 5'-I" STR. VAR. 4 5=1" STR. F 8 4 8-3" STR. 8 4 B-3" STR: 8 4 B-3" STR. 8 4 8-3" STR. 8 6 5 4'-O" BENT 6 5 4'-0" BENT 6 5 4'-O" BENT 6 5 4-0" BENT N 9 5 2'--7" BENT 11 5 2=7" BENT 13 5 ?'-T" BENT 15 5 2'-7" _BENT J 3 5 I'-7" BENT 3 5 I'-7" BENT 3 5 I'-7" BENT 3 5 _I'-7" BENT K 10 4 O#2''-9" BENT 10 4 Di2=0" BENT 10 4 0#2'-0" BENT 10 4 D+2'-0" BENT LIFT VAR 4 2'-6" BENT VAR. 4 2-6" BENT VAR. 4 2'-6" BENT VAR. 4 2'- 6" BENT M - - - - 2 4 2'-2" STR. 2 4 2'-2 STR. 2 4 • 2'-2" STR. N - - - - 4 4 I ' 9" STR. 4 4 I'-9" '- STR. 4 4 1=9" STR. FOR 14'-07 16-0"8 18'1-0"INLET OPENINGS L GUTTER LINE STRIKE LINE STRIKE LINE " 2'-0" LIMIT OF GUTTER DEPRESSION LT --- 4'-0" 18" FRONT ELEVATION 4'-0" INLET OPENING I ,4 GUTTER LINE 5'-0" I I I '-2-BAR ;Cs's"' II C TRANSVERSE PIPE II II PLAN OF INLET Y= 6'-0"TO 18'-0" 5-0" 5" 2=0" 5" LIMIT OF GUTTER DEPRESSION 2%" LIFT BAR DETAIL 1 . 1�- L_ -- os 4'- 0" FRONT ELEVATION GUTTER LINE T. 9" FOR 6'-0" TO 12'--O"OPENINGS. l'- 6" FOR /410" TO 18= O"OPENINGS. -5-BAR K 6'-0" TO 18'-0" INLET OPENINGS BAR BENDING DIAGRAMS BAR -6-11"\i Fri 0 BARN I BAR K _} 12 [...2,_0.1 ADJUST IN FIELD W. D-1 = 3 "FOR 60"T0120"OPENINGS. D-210"FOR 14'-0"TO 1810"OPENINGS. A TYPICAL INLET SECTION ** VOID FOR INLETS WITH 4'-0" OPEN/NG. CURB INLET DATA +OMIT WHEN LONGITUDINAL PIPES ARE NOT USED. DIA OF LONGIT. PIPE X (MIN.) DIMENSIONS A B QUANTITIES C LONGITUDINAL PIPE OMITTED NOTE: DIAMETER OF PIPE SHOWN IN THE TABLE B MINIMUM "X" ARE BASED ON THE LONGITUDINAL PIPE. DEPTH OF THE INLET MAY BE GOV- ERNED BY THE TRANSVERSE PIPE. (MINIMUM D = TRANS- VERSE PIPE DIAMETER PLUS 9 INCHES. /5" 18" 24" 30" 36" 42" 46" 54" 60" 66" 3'-1/„ 3'-2" 2'5" 2=9" 0 CONCRETE, CU. YDS. REINFORCING STEEL, LBS. Y. 4' Y= 6' Y.8' Y=I0' Y=12' Y=14' Y=16' Y=18' 2'-0" 2.03 2.36 2.7/ 3.06 3.4/ 3.94 4.33 4.7/ Y=4' Y=6' Y=8' Y=10' Y=12' Y= 14' Y=16' Y"!8' //3 /75 202 J3/ 259 289 3/6 344 C.I. COVER AND FRAME LBS. /25 ONE FT. INCREMENT OF ADD ADD** CONCRETE REI NF CU. YDS. STEEL,LBS. 0.383 6.7 3 3=5" 3'-//" 4=5" 4=11" 5'-5" 5=11" 6'-5" 6'-11" 7'-5" 4'--3" 4'-7" 5'-2" 5'9" 6=4" 6'-11" 7'-6" 8'-/" 8'-8" 9'-3" l'-/0" 2=2" 2'-9" 3'-4" 3'-!!" 4'-6" 5'1" 5--8" 6=3" 6'-10" 2'-0" 2=3" 2=9" 3=3" 3=9" 4'-3" 4=9" 5'-3" 5.-9" 6=3" "- 3" /'-6" 2.35 2.58 2.67 2.91 2'-O" 3.04 337 2'-6" 3.52 3,85 3'-0" 4.04 4 57 3=6".4 58 4 Al 4-0"" s/6 349 4=6` 576 409 5'-0" 6 $ 6.72 5=6" 7:-,1 738 3.02 3.25 3.37 3.6/ 3.72 4.25 4.64 5.03 136 193 22/ 250 277 307 335 362 125 0.473 3.96 4.49 4.87 5.26 /4/ 200 228 257 284 314 342 369 /25 0.490 6.7 6.7 3.71 4.20 4.72 526 5.84 6.44 7.07 773 4.06 4.55 5.07 56/ 6.19 6.79 7.42 8.08 442 4.90 5.42 5.96 6.54 7.14 777 8.43 4.95 5.43 5.95 6.49 7.07 7.67 8.30 8.96 5.33 5.82 6.34 6.88 7.46 8.06 8.69 9.35 5.72 6.2/ 6.72 727 7.84 8.45 908 9.74 /48 1.31 181 164 r rt •4 40 '!7 210 217 226 236 246 253 262 272 238 244 254 264 274 280 290 300 267 273 283 293 303 309 319 329 294 301 3/0 320 330 337 346 356 324 331 340 350 360 367 376 386 351 358 368 378 387 394 404 414 379 385 395 405 4+5 42! 431 44/ 125 125 125 /25 /25 /25 /25 125 0.5/8 0.547 0.576 0.605 0.634 0.663 0.691 0.720 6.7 6.7 6.7 6.7 6.7 6.7 6.7 6.7 CONCRETE, CU. YDS. NO. DEDUCT OF FOR EACH E" OPENING BARS 0.031 0 044 0.078 0.1,1 0.1 73 0.234 0.314 0.588 0.484 4 5 6 , 7 8 9 /0 v NO. 4 ANCHOR BAR DETAIL "A" DETAILS OF CAST IRON COVER AND FRAME NOTES' ALL CONCRETE SHALL BE CLASS 47A -S': "47E OR "47C -S". ALL EXPOSED EDGES OF CONCRETE SHALL BE CHAMFERED. THE MINIMUM COVERING, MEASURED FROM THE FACE OF CONCRETE TO THE SURFACE OF ANY REINFORCING BAR, SHALL BE I +h 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 /N PLACE OR PRECAST. THE CAST IRON COVERS AND FRAMES SHALL BE GREY IRON CONFORMING TO THE SPECIFICATIONS. REV. N° DATE DESCRIPTION OF REVISION NEBRASKA DEPARTMENT OF ROADS STANDARD PLAN N° 443 CONCRETE CURB INLETS APPROVED. FEBRUARY 22, 1974 DATE ROADWAY?• SIGN EER SCALE AS SHOWN 2 , LIFT BAR BAR E fB APPROX 9" CTRS. 5.-4" BAR Fe 8 3/4"CTRS. ", HOLE Na 4 ANCHOR BAR DETAIL "A" '71 LIFT BAR - BAR E BAR M SECTION AA 3%i 22 LIFT BAR DETAIL PQJO 4 ANCHOR BAR • BAR N 5 8 -IO" MBAR H MBAR G LIFT BAR BAR D LIFT BAR , BAR J - 0 Ok 0 FP 0 N -BAR B BAR A- - BAR L - BAR C DETAILS OF CURB INLET CONCRETE COVERS 5'-4' 4"-0" 6" 8" ANCHOR BAR r C LONGITUDINAL PIPES 2'-!O" 1.3" LOCATION OF BACK WALL WHEN LONGITUDINAL PIPES ARE NOT USED. 0" BAR D BAR C BAR G BAR B BAR A /0" 1-1 ANCHOR BAR 0 Tr- -7T- --ft-- I I -r--ft-_ GUTTER LINE a STRIKE LINE 4'-0" ¢ TRANSVERSE PIPE 2.-I" 2'-/0" 2.-0" PLAN OF CURB INLET 0.-1" /'-6" /2'- 0 1L-6" LIMIT OF GUTTER DEPRESSION A 4'0" FRONT ELEVATION BAR K CURB INLET DATA DIAM. OFCONCRETE PIPE DIMENSIONS QUANTITIES I. INCR. OF "X" CONCRETE CT FOR EACH PIPE OPENING X (MIN.) A B C o CU. YDS. REINFORC. STEEL LBS. C I. COVER B FRAME LBS. ADD CONCRETE CU. YDS. ADD REINF STEEL LBS. C 3"-11" 2'-5" - 2'-9" 2'-0" 3.60 354 125 0.383 6.7 "0.03/ 18" 3'-5" 4'-7" 2'--2" 2'-3" 1'-6" 4./6 376 /25 0.490 6.7 0444 24" 3 --ll" 5'-2" 2.-9" 2'-9" 2'-0" 4.62 383 /25 0.5/8 6.7 0.078 30" 4'-5" 5'-9" 3'--4" 3.-3" 2'-6" 5.10 393 /25 0.547 6.7 0.121 36" 4'-/I" 6'-4" 3'-11" 3'-9" 3'-0" 5.62 403 /25 0.576 6.7 0.175 42" 5'-5" 6'-11" 4'-6" 4.3" 3'-6" 6./7 4/2 /25 0.605 6.7 0.238 48" 5'-//" 7'-6" 5'--I" 4'-9" 4'-0" 6.74 4/9 125 0.634 6.7 0.314 J -"1 NOTES: GUTTER LINE DIAMETER OF PIPE SHOWN /N THE TABLE AND MINIMUM "X" ARE BASED ON THE LONGI- TUDINAL PIPE. DEPTH OF THE INLET MAY BE GOVERNED BY THE TRANSVERSE PIPE (MIN- IMUM D = TRANSVERSE PIPE DIAMETER PLUS N/NE INCHES). * OMIT WHEN LONGITUDINAL PIPES ARE NOT USEC. *" 15 INCH PIPE. QUANTITIES FOR JUNCTION BOX SIZE Y X Y CUBIC YARDS CONCRETE NO DEDUCTION FOR PIPE OPENINGS REINF STEEL C. IRON COVER X"2'--6"X=2=9"X=3=0"X"313"X"31-6"X"3' A 3 8 ..X=4=0"X"4'-3"X=4'-6"X"419"X=5=0"X=5.3"X"5.6"POUNDS B - - l 8 /5'10" C 1 POUNDS 2-0'}f2'-0" 2=0 X' 6 0.94 1.01 1.07 1.14 1.20 1.27 1.33 1.40 1.47 153 /.60 1.66 1.73 8 /25 '1.06 1.13 1.20 1.28 1.35 1.42 1.49 1.56 /.64 1.71 /.78 1.85 1.92 /0 /25 21-0"X3'0` 1.18 1.26 1.34 1.42 1.49 1.57 1.65 1.73 1.81 1.89 • 1.96 2.04 2.12 /2 /25 210X4'-2" / M 1.65 1.74 1.83 1.93 2.02 2.11 2.21 2.30 2.39 2.48 2.58 15 /25 2=6X2'-6" 1.19 1.27 1.35 1.43 1.51 1.58 1.66 /.74 1.82 1.90 1.97 2.05 2.13 /2 /25 2-6X310' 1.32 1.41 1.49 1.58 1.66 1.75 1.83 1.92 2.00 2.08 2.17 2.23 2.34 /4 /25 216"114=2" 1.83 1.93 2.03 .2.13 2.22 2.32 2.42 2.52 2.62 2.72 2.82 15 125 310"X3-0" 1.47 1.56 1.65 1.74 1.83 1.92 2.01 2.10 2.19 2.28 2.37 2.46 2.55 /5 125 3=0X4-2" 2.01 2.12 2.22 2.33 2.43 2.54 £64 2.75 2.85 2.95 3.06 17 /25 4.2"24'-2" 2.13 2.55 2.67 2.79 2.91 3.03 3.15 3.27 3.39 3.5/ 3.63 2/ 125 DETAILS OF CAST IRON COVER AND FRAME REINFORCING BAR SCHEDULE BAR SHAPE NO. SIZE LENGTH A 3 8 /4'-9" B - - l 8 /5'10" C 1 8 1016" 0 2 6 /0'-3" E VAR. 4 5.-1" F 8 4 VARIES G 4 6 I'- 7" H / 6 5'-/" J Vi+AR�I �`` �o 6 5 VARIES l K . 1='--, 10 4 VARIES I_ 2=0" L YI+ 24 ' " 12 5 VAR/ES IL / M / 3 5 VARIES 1��-_ LIFT SEE DETAIL 5 4 2'-6" PLAN SECTION CC DETAILS OF JUNCTION BOX NOTES: ALL CONCRETE SHALL BE CLASS "47A -S" "47B", 0R'47C-S." ALL EXPOSED EDGES OF CONCRETE SHALL BE CHAMFERED. THE MIN/MUM COVERING, MEASURED FROM THE FACE OF CONCRETE TO THE SURFACE OF ANY REINFORCING BAR, SHALL BE 1 V2 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 SPECIFICATIONS. REV. N° DATE DESCRIPTION OF (tEVISION NEBRASKA DEPARTMENT OF ROADS STANDARD PLAN N° 443 CONCRETE CURB INLETS APPROVED' FEBRUARY 22, 1974 DATE ROADWAY DESIGN ENGINEER SCALE AS SHOWN 2 CHANNELIZATION -TYPE 1I1 BARRICADE ETVPICAL MOUNTING OF FLASHING WARNING OR STEADY 81!RN-LIGHTS. LIGHTS. SHALL ALWAYS BE IN VERTICAL ALIGNMENT. DEVICES TYPE II BARRICADE BARRICADES SHALL BE WEIGHTED ON THE BASE WITH SANDBAGS TO WITHSTAND NORMAL WIND LOADS. "A" FRAME BARRICADES SHALL BE WEIGHTED BY SUSPENDING- SUFFICIENT SANDBAGS ON CENTER. BARRICADE IDENTIFICATION "A" FRAME OPTIONAL UNTIL JANUARY 1, 1982 THE BARRICADE OWNER'S NAME, NOT TO EXCEED 15 SQUARE INCHES, SriALL 8E SHOWN ON THE BARRICADE BACK OR SUPPORT, BUT NOT ON ITS FACE. • BARRICADE DESIGN BARRICAOE6 SHALL BE ONE OF TWO TYPES: TYPE 11 AND TYPE 111. BARRICADES SHALL MEET THE APPLICABLE STANDARDS AND SPECIFICATIONS IN THE LATEST EDITION OF THE MUTCD, EXCEPT THAT TYPE III 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 METALOR ALUMINUM COMPONENTS MAY BE USED. BARRICADE TYPE WIDTH OF RAIL LENGTH OF RAIL WIDTH OF STRIPES HEIGHT 8" MIN. -12" MAX. 3' MIN. 3' MIN. NUMBER OF 4 (TWO EACH DIRECTION) REFLECTORIZED RAIL FACES 111 8" MIN. -12" MAX. S' MIN. 6" 5' MIN. 3 IF FACING TRAFFIC IN ONE DIRECTION 6 IF FACING TRAFFIC IN TWO DIRECTIONS *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 II AND III BARRICADES SHALL NORMALLY BE SUPPLEMENTED WITH A LIGHTING DEVICE UNLESS PERMISSION IS GRANTED BY THE ENGINEER TO USE SOME BARRICADES WITHOUT LIGHTS, DETOUR AR'RGW AND LARGE WARNING ARROW SIGNS SHOULD BE PLACED ON FACE OF BARRICADE. RUMBLE STRIP. DETAIL EDGE OF PAVEMENT EACH SECTION SHALL CONSIST OF 10 SEGMENTS 6" WIDE X 5/8" HIGH x 11' LONG AND SPACED 24" APART. A GOOD GRADE OF ASPHALT PAVING MATERIAL APPLIED WITH A LIGHT TACK COAT IS SUITABLE FOR BUILDING TEMPORARY RUMBLE STRIPS. I 24 VERTICAL PANEL — DESIGN AND APPLICATION VERTICAL PANELS USED AS CHANNELIZING OR WARNING DEVICES SHALL BE 8 TO 12 INCHES IN WIDTH AND A MINIMUM OF 24 INCHES IN HEIGHT. THEY SHALL BE ORANGE AND WHITE STRIPED AND REFLECTORIZED IN THE SAME MANNER AS BARRICADES AND 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 FDA TRAFFIC SEPARATION OR SHOULDER BARRICADING WHERE SPACE IS AT A MINIMUM. VERTICAL PANEL TRAFFIC -DRUM -" TRAFFIC (ONE 0 0 K ORANGE', ORANGE PAINTED 55 GAL DRUM MIN. 1E"---+1 DRUM DESIGN AND APPLICATION DRUMS USED FOR .TRAFFIC WARNING OR CHANNELIZATION SHALL BE APPROXIMATELY 36" IN HEIGHT AND A MINIMUM OF 18" IN DIAMETER. THE MARKINGS ON DRUMS SHALL BE HORIZONTAL, CIRCUMFERENTIAL, ORANGE AND WHITE REFLECTORIZED STRIPES. THERE SHALL BE AT LEAST TWO ORANGE AND TWO WHITE STRIPES ON EACH DRUM. IF THERE ARE NONREFLECTIVE SPACES BETWEEN THE HORIZONTAL ORANGE AND WHITE STRIPES, THEY SHALL 8E NO MORE THAN TWO )'ICHES WIDE.' CONE DESIGN TRAFFIC CONES AND TUBULAR MARKERS SHALL BE A MINIMUM OF 26 INCHES IN HEIGHT. FLUORESCENT ORANGE SHALL BE THE PREDOMINANT COLOR OF CONES. THEY SHOULD BE KEPT CLEAN AND BRIGHT FOR MAXIMUM TARGET VALUE. 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 OF 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. 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 (SOFTEN DESIRABLE AND NECESSARY TO SUPPLEMENT THE REFLECTORIZED SIGNS, BARRIERS, AND CHANNELIZING DEVICES WITH LIGHTING DEVICES. STROBE TYPE LIGHTS ARE NOT PERMITTED. BARRICADE WARNING LIGHTS DESIGN (BATTERY OPERATED) 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. CERTIFICATION 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 PROCEEDING IN A HAZARDOUS AREA. THESE LIGHTS SHALL NOT BE USED FOR DELINEATION, AS A SERIES OF FLASHING LIGHTS IN A ROW WOULD TEND TAOBSCURE THE DESIRED VEHICLE PATH. TYPE B HIGH INTENSITY FLASHING WARNING LIGHTS ARE NORMALLY MOUNTED ON THE ADVANCE WARNING SIGNS. EXTREMELY HAZARDOUS SITE CONDITIONS WITHIN THE CONSTRUCTION AREA MAY REQUIRE THAT THE LIGHTS BE MOUNTED ON TYPE III BARRICADES, SIGNS, OR 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 ELECTRIC LIGHTS SHALL MEAN A SERIES OF LOW WATTAGE YELLOW ELECTRIC LIGHTS. WHERE LIGHTS ARE NEEDED TO DELINEATE OR MARK THE TRAVELED WAY THROUGH ANO AROUND OBSTRUCTIONS IN A CONSTRUCTION OR MAINTENANCE AREA, THE DELINEATION SHALL BE ACCOMPLISHED BY USE OF STEADY BURNING LIGHTS 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 8E 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 IAS INDICATED BY EXISTING PAVEMENT MARKINGS), DAYTIME AND NIGHTTIME DRIVE-THROUGH CHECKS SHOULD BE MADE TO EVALUATE THE PATH. MARKINGS NO LONGER APPLICABLE WHICH MAY CREATE CONFUSION IN THE MINDS OF MOTORIST'S SHALL BE REMOVED WITHIN 24 HOURS. TEMPORARY PAVEMENT MARKINGS, REFLECTORIZED PAINT, PRESSURE SENSITIVE TRAFFIC MARKING TAPE OR 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 SHAI. k 4f A/MOVED WITHIN 72 HOURS, UNLESS OTHERWISE APPROVED BY THE ENGINEER. HAND SIGNALING DEVICES - FLAG PADDLE TO STOP TRAFFIC 2 TRAFFIC PROCEED TO ALERT TRAFFIC A NUMBER OF HAND SIGNALING DEVICES, SUCH AS STOP/SLOW PADDLES, RED FLAGS, AND LIGHTS ARE USED IN CONTROLLING TRAFFIC THROUGH WORK AREAS. SIGN PADDLES SHALL BE AT LEAST 18 INCHES WIDE, PATH 6 INCH SERIES C LETTERS. A RIGID HANDLE SHOULD BE PROVIDED. FLAGS AND PADDLES SHALL NOT BE USED AT THE SAME TIME. FLAGS USED FOR SIGNALING PURPOSES SHALL BE A MINIMUM OF 24 BY 24 INCHES IN SIZE, MADE OF FLUORESCENT RED MATERIAL SECURELY FASTENED TO A STAFF APPROXIMATELY 3 FEET IN LENGTH. FLAGGERS THE USE OF FLUORESCENT ORANGE VEST, SHIRT, OR JACKET SHALL BE REQUIRED. FOR FLAGGERS. FOR NIGHTTIME CONDITIONS THE CLOTHING SHALL BE REFLECTORIZED. A HARD HAT MUST BE WORN .4T 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 "INSTRUCTION TO FLAGMEN" PUBLISHED BY THE'NEBRASKA DEPARTMENT OF ROADS. PRECAST CONCRETE PROTECTION BARRIER PROTECTION BARRIERS WILL BE FURNISHED BY THE STATE AND INSTALLED BY.THE,CONTRACTOR 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 BARRIERS WILL BE FURNISHED AND INSTALLED BY THE CONTRACTOR IN ACCORDANCE WITH THE STATE STANDARDS. PLACE BARRIERS AT A FOUR -TO -ONE TAPER TO THE CENTER LINE WHEN USED 7E/CLOSE A LANE. GENERAL NOTES 1. TRAFFIC CONTROLS THROUGH WORK AREAS SHALL MEET THE APPLICABLE ST!`.NDARDS 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 DAV AND NIGHT. THE REFLECTIVITY SHALL HAVE THE FOLLOWING MINIMUM BPIGHTNESS VALUES MEASURED AT 0.2° DIVERGENCE ANGLE AND -4° INCIDENCE ANGLE. CANDLE POWER PER FOOT CANDLE PER SQUARE FOOT OF MATERIAL. WHITE = 70 ORANGE 20 RED = 14.5 • 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 ADMINISTRATION COLOR TOLERANCE CHARTS. - - 3. THE ENGINEER SHALL HAVE THE AUTHORIT'v TO REQUIRE THE USE, AND APPROVE THE LOCATION OF ANY OF THE DEVICES SHOWN ON IRIS SHEET. 4. UNLESS OTHERWISE SPECIFIED, ALL SIGNS AAC POSTS I/NW/DING HARDWARE), WILL BE SUPPLIED BY THE NEBRASKA DEPARTMENT OF MDADS. 5. VEHICLES OR AEOUIPMENT SHALL NOT BE PARA +.O.SQ AS TO OBSCURE OR DISTRACT FROM TRAFFIC CONTROL DEVICES. 8. ALL BARRICADE AND SIGN SPACING SHOWN *F..' RECOMMENDED, HOWEVER ADJUSTMENTS MAY BE MADE TO FIT FIELD CONDITIONS. ROADSIDE DOM RURAL - RURAL DISTRICT WITH ADVISORY SPEED PLATE ROADSIDE SIGNS URBAN DISTRICT STREET CLOSED 1000 FT RIGHT LINE CLOSED 500 FT ALL POSTS SHALL BE PLUMBED VERTICALLY - POSTS SHALL NOT BE GUT -WIRED, 05 BRACED. HEIGHT AND LATERAL LOCATIONS OF SIGNS,— TYPICAL INSTALLATION. ROAD CONSTRUCTION 1/z MILE • "Ze irs®.IIsi WI'5RTYPE B FLASHING WARNING LIGHT MOUNTEQ ABOVE TYPE III BARRICADE • rj OPT*NAL .TYPE 8 FLASHING LIGHT LOCATION 1 TYPICAL ASSEMBLY FOR FIRST. SIGN AT CONSTRUCTION SITE MINIMUM HEIGHT 1 FOOT ABOVE GROUND LEVEL 'PORTABLE AND TEMPORARY MC JNTIRGS Ri AUG 80 WORDING REV No DATE DESCRIPTION OF REVISION NEBRASKA DEPARTMENT OF RCACS STANDARD PLAN No. 920 -RI TRAFFIC CONTROL 'CONSTRUCTION .8( MAINTENANCE APPROVED P -80 NO SCALE &„,/,��0418 TRAFFIC ENGINEER ROAD CLOSED R11.248 WITH TYPE A FLASHING WARNING LIGHTS MOUNTED ABOVE TYPE III BARRICADES I W20 -3A48 M" PERMITTED ON ROADS WITH TRAFFIC VOLUMES BELOW 100 VEHICLES PER DAY. ROAD CLOSED 1 Mtn AMU pow !AMfC IMv / R11.310 CROSSROADS CLOSED TO TRAFFIC ,CONTROL DEVICES ON A ROAD CROSSING A CONSTRUCTION PROILCT IPMENT OAD TRAFFIC SIGNALS MAY BE PERMISSIBLE IF APPROVED BY THE TRAFFIC ENGINEER. /OE\ PREPARED 10 STOP, W204-48 W20 -7A-36 W25 -8D-36 1500 FT W21-10•48 EOUIPMENT CROSSING IN CONSTRUCTION AREA WS -1-30 WHERE APPLICABLE W13-1-18 TRUCK OR SARRICADE WITH FLUORESCENT REDd1UN0E FLAGS AND REVOLVING AMBER BEACON FURNISHED SY CONTRACTOR. CONES AT 20 CENTERS CONTINUE CONES ON CENTERLINE THROUGHOUT WORK AREA BARRICADING SHALL BE EXTENDED TO A POINT WHERE IT IS VISIBLE TO APPROACHING TRAFFIC. W1TN TYPE A FLA11I11I0 WARNING LIGHT. NOTE: MUNSON TYPE 11 BARRICADES MAY BE REQUIRED TO SEPARATE THE WORK AREA FROM THE OPEN LANE. BE PREPARED TO STOP 17204CM WHEN A LANE IS CLOSED MINOR MAINTENANCE OF SHORT DURATION (2.10 HRS.) TRAFFIC VOLUME - 1,000 1E14 DAY 00 IEEE NOT NECESSARY IF TANGENT SECTION 1S LESS THAN 500' (SEE NOTE L. W1.2.24 ON FACE OF TYPE 111 BARRICADE W101-24 VP -114.12" 12X30 DOUBLE YELLOW CENTERLINE 014 RANKED PAVEMENT MARKERS AT 10 CENTERS. W14111-311 OR XX W101.24 12X20• M' X 34" MIN. DRAWN AND WHITE STRIPED VERTICAL PANELS AT SD' CENTERS. 1411.2-40 M4 -10L-48 ROAD CLOSED i - -� REMOVE EXISTING STRIPE DO NOT PASS R4-1-24 TYPE A FLASHING WARNING LIGHTS ARE REQUIRED ON TH1 TYPE 111 BARRICADES EXCEPT WHERE TYPE 11111 REQUMF:. ENO CONSTRUCTION 0202.00 14401443 ENO CONSTRUCTION 02020 144014-411 WORK AREA MAXIMUM 1000 FEET. IF LENGTH OF REFUGE AREA IS OVER 1,800' THE 5120-10 AN0 111204C MUST BE REPEATED. WITH TYPE B FLASHING WARNING LIOHT. WORK AREA MAXIMUM 1000 FEET. 28 - S0' SPACING DETERMINED BY CONDITIONS. W204CM WITH W13-1-24 OPTIONAL. 144.1.24 REMOVE EXISTING STRIPE FOUR TYPE 111 BARRICADES 10 PROTECTION BARRIERS IEEE NOTE 10) FOUR TYPE 111 SARRICADES 1E' • 211' SPACING WITH TYPE C STEADY BLR4N•LIOHTS. 1'4' 51201E-45 ROAD WORK WHEN VEHICLE VOLUMES ARE OVER 1000 PER DAY OR WHEN LANE IS CLOSED OVERNIGHT. W14S1 ON PACE 0P TYPE 111 BARRICADE. 13 PROTECTION BARRIERS TO END OF SHOULDER IMS NOTE 101 111141.411 WITH TYPE AI ,I LASHI M LOH� 014 XX le 1.11 W13-1-24 ROAD CORSTRUCI01 150071/ 5120-1018 XX MMM W20 -2C-48 MAL. COMSIRIICIMN /20 1.1 51201E-48 BY PAs" DETOUR FOR CLOSED TAO LANE HIGHWAY W1.31:411 WHEN SPEED IS BELOW i MPH IME NOTE S) W13-1-24 WITH TYPE B FLASHING WARNING LIGHT MOUNTED ABOVE TYPE IU BARRICADE. WITH TYPE 8 FLAWING WARNING LIGHT MOUNTED ABOVE TYPE 111 BARRICADE. ROAD CLOSED R11-2-411 CLOSED BEYOND JCT. CLOSED AT JCT. 20A0 CLOSED SOOTT R11-2-48 M4 -10L-48 WITH TYPE A FLASHING WARNING LIGHTS. COVER WITH ROAD CLOSED RILES MEM Mid 101111( VW WITH TYPE A FLASHING WARNING LIGHTS` 1 1 f TOWN XX ♦ TOWN. XX TOWN XX ® COVER WITH TOWN ♦ TOWN TOWN XX xX XX 4.10 ROAD CLOSED AHEA W20.3A-43 WITH TYPE 8 FLASHING WARNING LIGHT MOUNTED ABOVE TYPE 111 BARRICADE. GENERAL NOTES 1. SIGNS SHOWN ARE USUALLY FOR ONE DIRECTION OF TRAVEL ONLY. 2. DESIGNATION OF SPEED SHOWN ON ADVISORY SPEED SIGNS (11" X 34") SHALL OE DETERMINED BY THE ENGINEER N ACCORDANCE WITH MUTCD. THE SPEED DESIGNATION SHALL DE AS NIOH AS PRACTICAL AND FENNELL 3. FLAMER AHEAD SYMBOL SIGN I10207A) SHALL BE USED WHEN A FLAGGER IS PRESENT, AND REMOVED WHEN NOT APPLICABLE. 4. ALL SIGNS SHALL OE INSTALLED, MAINTAINED 1N A CLEAN CONDITION AND REMOVED SY THE CONTRACTOR EXCEPT 510141 WHICH SHALL BE INSTALLED AND MAINTAINED SY THE !APARTMENT OF ROADS OR APPROPRIATE GOVERNMENT AGENCY. S. 0201 "ROAD CONSTRUCTION NEXT MILES" SHALL BE USED ON ANY CONSTRUCTION OR MAINTENANCE PROJECT LONGER THAN 2 MILES. R. WHEN MESSAGE '11 NOT PERTINENT, SIGNS SHALL BE TAKEN 004W4, COVERED OR FOLDED. TAPE IS NOT PERMITTED ON 1141 FACE OF THE SIGN. 7. VEHICLES 0R EQUIPMENT SHALL NOT BE PARKED SO AS TO OBSCURE OR DISTRACT FROM TRAFFIC CONTROL DEVICES 8. FLAGS MAY 8E USED TO CALL ATTENTION TO WARNING SIGNS S. USE W1 101.48 0R Mi 4[.48. 10. PLACE PROTECTION DRIERS AT 4 044.441 10.0141 TAPER TO THE CENTERLINE WHEN USED TO CLOSE A LANE. 5120213-411 ROAD CLOSED �B FLAGGER TRAFFIC CONE 28" MINIMUM HEIGHT REFLECTORIZED DRUM 014 TYPE II BARRICADE BARRICADE TYPE 111 THE ABOVE TO BE FURNISHED BY THE CONTRACTOR SIGNS INSTALLED AND MAINTAINED BY OTHERS PROTECTION BARRIERS, a • -3E DETOUR 1500 FT W2020i8 COVER NOTE: SINN COVERS MUST BE INSTALLED OVER REFLECTIVE MATERIAL WITH SPACERS TO PREVENT DAMAGE. to CLOSED TO •XXXX USE HWY XX&XX TO XXXX USE WHERE APPLICABLE 142 JAN 81 SIGN SIZE CORRECTION RI AUG BO WORDING REV. No DATE DESCRIPTION 01 REVISION NEBRASKA DEPARTMENT OF ROADS STANDARD PLAN No 921-R2 TRAFFIC CONTROL CONSTRUCTION 8( MAINTENANCE APPROVED sl_eo NO SCALE /DDAAJTE T RAF'F1C ENGINEER E MOUNTING ITATE /ING I END CONSTRUCTION "mai pa Aiw IMA* 020-2-10 11041440 W111-10 XX ■PN BE PIEPARE0 10 STOP W20 -7A -3S W21-2-30 WITH W131-10 TEMPORARY 400110 UDE WHERE APPLICAELE ViSTIA48EVERY le SLE EVERY MILE IN EACH DIRECTION 1111E-11 THERE IS A DROP-OFF AT THE PAVEMENT EDGE. 11 1-13SJ FRESH OIL t ROAD CONSTRUCTION NEXT C MILES MERE APPISICMLE (SEE NOTES) ASPHALT SURFACING NEW XSPNELT YPIERT WEN NEXT Cr NILES DO NOT PASS _IAN PASS WITH CARE 1141-30 114-2-34 NEE NOTE M M O-1E4S WITH TYPE B FLAWING WARNING LIGHT ISOINTM MOVE TYPE IU BARRICADE. N AN EXISTING PAVEMENT IS TO BE RESURFACED AND SURFACED BOULDERS ARE NOT _UDED AS PART OF THE WORK, TEMPORARY YELLOW TYPE 11 MARKERS SHALL BE INSTALLED THE TIME OF PLACEMENT OF THE BOTTOM ER OF ASPHALTIC CONCRETE. THESE MARKERS LL BE PLACED AT 300' INTERVALS ON BOTH ES OF THE ROADWAY, EITHER OPPOSITE EACH HER OR AT STAGGERED ONE-HALF (1/2) ERVALS ON BOTH SIDES. EY SHALL BE INSTALLED AND MAINTAINED IN )D CONDITION AND POSITION UNTIL REMOVAL IS ECTED BY THE ENGINEER. . s - „; (4II OTR! F -i{ - 6...16'. TEMPORARY DELINEATORS WNW REQUIRED END CONSTRUCTION 11004 AA* 020-2-110 11641440 » t BE 101180ED TO STOP ROAD CONSTRUCTION NEXT C MILES 030440 WHERE APPLICABLE MEE NOTE M laiDucsimuni mu a.) El 1111/14 61!191-40 1101114119 111TH TYPE B FLAMING LINT MOUNTED MOVE TYPE 111 BAINIICAOE. 1111/3-30 WITH W111-10 DO NOT PASS PASS WITH CARE 110-1110 110736 OTB NOTE M PORTABLE MOUNTING 10 PAIWLRATE SAW MONNI ARMOR COAT SURFACING GENERAL NOTES 1. SONS SROM ME USUALLY FOR ONE DIRECTION OF TRAVEL ONLY. 2. DEINATION OF WEED SOWN ON ADVIObRY SPEED SIGNS (10" X 34') SHALL BE DETERMINED BY THE ENGINEER N ACCORDANCE WITH MUTCD. THE SPEED DESIONATON SHALL BE A CHIN M PRACTJClL A10 FEMALE. • A FLAMERS AHEAD SYMBOL 1111701 (020-7A) 814ALL BE USED W IENA FLAMER IS PRESENT, AND REMOVED WHEN NOT APPLICMLE 1. ALL WINS BE INSTALLED, MAINTAINED INA CLEAN CONDITION AND REMOVED BY THE CONTRACTOR EXCEPT, SKINS WHICH SHALL SE NETALCED AND MAINTAINED BY THE DEPARTMENT OF ROADS OR APPROPRIATE GOVERNMENT AGENCY. 5. 0241 "ROAD ZONSTRUCTION NEXTMILES"RI ES` SHALL'S. USED ON ANY CONSTRUCTION OR PROJECT OJECT LONGER TWIN MILES. 6. WHEN MESSAGE IS NOT PERTINENT. SIGNS SHALL BE TAKEN DOWN, COVERED OR FOLDED. TAPE WILL NOT BE PERMITTED ON THE FACE OF THE SIGN. 7. APPLICATION OF TEMPORARY PAVEMENT MARKING TAPE WALL BE PLACED AT 50 FOOT INTERVALS 011 ALL ASPHALTIC CONCRETE SURFACING PROJECTS WHICH ARE CONSTRUCTED WHEN NO DETOUR 1S PROVIDED. WHEN A DETOUR IS PROVIDED THE TANS STALL BE APPLIED AT 100 FOOT INTERVALS S. FLAGS MAY K COED TO CALL ATTENTION TO THE ADVANCE WARNING WNW 9. INSTALL AT Ti! BEGINNING AND ENDING OF EACH "NO PASSING" 20110 INHERE PAVEMENT HAS NOT BEE SHARKED. ROAD CONSTRUCTION NE X T G MILES ENO 020-2-20 [...i.... CONSTRUCTION I I. 1 ¢ 1641140 TYPE 11 SA11R1CADES CM CONES, AT 200' INTERVALS. NOT REQUIRED FOR SHOULDER WORK / ADJACENT TO SURFACED SHOULDERS. .....000.0 CONES WILL NOT SE PERMITTED AT NOHT. .10821 --OFFPAVEM 11000 EVERY MILE IN EACH DIRECTION WHERE THERE ISA DROP-OFF AT THE PAVEMENT EDM. NO FAUNS 20108 MOT 07►1M MERE APPLICABLE NEE NOTES) 1110 CRISINUET00N (/=MILE 1113-1-34 1/215-30 W111 -3N WHERE APPLICABLE 1120440 WITH 113010-30 W20 -1E -N WITH TYPE B FLASHING WARNING LIGHT MOUNTED MOVE TYPE 111 BARRICADE. SHOULDER WORK Cr. FLAMER • REFLECTORIZED DRUM OR TYPE 1I BARRICADE o BARRICADE TYPE 111 THE ABOVE TO BE FURNISHED BY THE CONTRACTOR * SUNS INSTALLED AND MAINTAINED BY OTHERS RI AUG80 WORDING REV. No DATE DESCRIPTION OF REVISION NEBRASKA DEPARTMENT OF ROADS STANDARD PLAN No 922 -RI TRAFFIC CONTROL DEVICES for ASPHALT, ARMOR COAT SURFACING and SHOULDER WORK APPROVED � Lam/ r_ g'p NO SCALE rA/I DATE a TRAFFIC ENGINEER 4"X 8"X 13" CONNECTION P WITH EDGES TURNED JP TO FIT RAIL ELEMENT. BEVELED WASHER OR PIPE SECTION. STANDARD GUARD RAIL SPLICE AND 3/g" BOLT. .—WOODEN POST TERMINAL INTERMEDIATE POST GUARD RAIL AT HALF TWIST C 3/6 6" 6" STANDARD I - BEAM MIN. WT. /2.5* PER FT. I BEAM N0.4X2'-8" BAR (4 REQUIRED.) "X 6"X 13" CONNECTION £ WITH EDGES TURNED UP TO FIT RAIL ELEMENT 3/ W6 X 8.5 G2-13/6 C O.H. C4 2%" GAGE TERMINAL INTERMEDIATE POST ALTERNATE STEEL POST NO. 4 STIRRUP— (LAP 10" AT SPLICE) 4.5° (APfPROX.) 6" STANDARD 1 BEAM MIN. WT. 12.5#1 PER FT. SECTION TERMINAL ANCHOR POST 0 C 2-13/6 IO.H. @la 2%"GAGE I BEAM OR C 2- 13/6"I 0.H. ON "C" POST OFFSET BLOCK 11@ 2P: 1 .5 N. IIC 2-3/.0 O.H. @%2 " GAGE IN I BEAM I "11111101 OFFSET BLOCK. USE BEST FITTING HOLE. OR OR CW6 X B POST CI -3/"O O.H. ON"C" POST OFFSET BLOCK. W6 X8.5X1'-2" OR "C" POST OFFSET BLOCK X l'- 2" ALTERNATE STEEL POSTS BOLTED CONNECTION I BEAM OR "G" POST NO. 4 STIRRUP (LAP 10" AT SPLICE) ELEVATION C -RAIL 6" I /2.5 0.5 CU. YD. (APPROX.) 2'--0"ROUND OR SQUARE SPLICE BOLT SLOT FOR Y" BOLT APPROACHING TRAFFIC WELD OR FULL BEND 3/8R PLATE DETAILS OF APPROACH TERMINAL SECTION €2-3/" 0 0. H. (i4 254" GAGE /N OFFSET BLOCK. USE BEST FITTING HOLE. WELDED CONNECTION I BEAM ONLY 4'%32" R 4" LEAR 0./70" LUNGALVAN/ZED THICKNESS TYPICAL CROSS SECTION "C" POSTS AND BLOCKS * DECREASE OFFSET DIMENSION "Y" AS SHOWN IN THE TABLES BY 3" IF STEEL POSTS ARE USED. --W6X8.5X1'-2" W6 X 8.5 I BEAM APPROACHING TRAFFIC 13/4"X 3" MOUNTING BOLT WASHERS * DECREASE OFFSET DIMENSION "Y" AS SHOWN /N THE TABLES BY 3" IF STEEL POSTS ARE USED. "C" POST OFFSET BLOCK "C" POST 0 BUTTONHEAD POST MOUNTING BOLTS 5/9"0 X l %2; l� WASHER, HEX NUT. RAIL ELEMENT SPLICING 8 POST MOUNTING DETAI L FOR I BEAM 6%" OACHING TRAFFIC 11/•s"X 3" MOUNTING BOLT WASHERS BUTTONHEAD POST MOUNTING BOLTS W. X 1y2; t WASHER, HEX NUT. • RAIL ELEMENT SPLICING 8 POST MOUNTING DETAIL FOR "C" POST NOTES ALL WELDING SHALL BE IN ACCORDANCE WITH AWS SPECIFICATIONS. INTERMEDIATE POSTS SHALL BE DRIVEN UNLESS OTHERWISE DIRECTED BY ENGINEER. POST SHALL BE PLUMB AND TO TRUE LINE AND GRADE. BOLTS AND ALL NECESSARY HARDWARE SHALL BE GALVANIZED IN ACCORDANCE WITH ASTM -A.153. ALL BOLTS SHALL BE 3/4" 0 EXCEPT AS SHOWN. STEEL POSTS WILL BE ALLOWED AS AN ALTERNATE TO TREATED TIMBER POSTS EXCEPT AS NOTED DN SHEET NO. 5. ALTERNATE STEEL POSTS, OFFSET BLOCKS AND PLATES SHALL BE FABRICATED FROM ASTM -A.588 OR A.242 STEEL, TO BE BLAST CLEANED AND INSTALLED WITHOUT PAINTING, OR FROM ASTM -A.36 STRUCTURAL STEEL, GALVANIZED TO REQUIREMENTS OF ASTM -A.123. ASTM -A.325, TYPE 3 BOLTS MAY BE USED WITH ASTM -A.588 OR A.242 STEEL WITHOUT GALVANIZING. R) 10-10-74 ALT "C" POST - SPLICE BOLT SLOT REV. No DATE DESCRIPTION OF REVISION NEBRASKA DEPARTMENT OF ROADS STANDARD PLAN N° 704 SAFETY BEAM GUARD RAIL APPROVED DECEMBER 21, 1973 DATE ROADWAY DESIGN ENGINEER SCALE AS SHOWN E. 6 2-16d NAILS 8 OFFSET BLOCK PAY LIMIT FOR SAFETY BEAM GUARD RAIL. TYPICAL I2'-6" SECTION APPROACH TERM/NAL SECTION RAIL TO LAP IN DIRECTION OF TRAVEL 41 DOMED TOP OFFSET BLOCK LJ SAWED TREATED TIMBER POSTS 6"X 8"X 6' AND SAWED TREATED TIMBER OFFSET BLOCKS 6"x 8 "X 14" SHALL BE USED. SIDE VIEW 2-16d NAILS L] TERM/NAL INTERMED/ATE POST RAIL SLOT AT POST DIRECTION OF TRAVEL ELEVATION TERMINAL ANCHOR POST :N SPLICE BOLT /"-1 ROUND POSTS TO BE NOTCHED TO PROV/DE A FLAT SURFACE AS SHOWN TO ACCOMMODATE THE OFFSET BLOCKS. ALTERNATE ROUND POST THE FACE OF THE GUARD RAIL SHALL BE PLACED 2=0" OUTS/DE THE EDGE OF THE SHOULDER. WHERE SHOULDERS ARE SURFACED, THE 2=0" DIMENSION SHALL BE MEASURED FROM THE EDGE OF THE SURFACED SHOULDER. THIS DIMENSION (2'-0") MAY BE REDUCED WHEN THE POSTS MUST BE PLACED ON SLOPES WHICH ARE 3.'1 OR STEEPER. AT CURB LOCATIONS, THE FACE OF THE RAIL SHALL BE 6" FROM THE BACK OF THE CURB, TOWARD THE ROADWAY. THIS DIMENSION SHALL APPLY ONLY TO TANGENT SECTIONS OF GUARD RAIL PLACED ADJACENT TO MISC. STRUCTURES. (SIGNS, CULVERTS, PIER COL- UMNS, ETC.). INSTALLATIONS OF REMA/N/NG GUARD RAIL SHALL BE IN ACCORDANCE WITH THE LAYOUTS AND TABLES AS SHOWN ON SHEETS 4 AND 5 OF THIS STANDARD PLAN. /3/ "X 3" MOUNTING BOLT WASHER PLAN /'/2' I TIE RODS X IO' -O" WITH THREADED ENDS, HN, 8 le WASHER (ONE END) TIE ROD X I' -O" NO. 35/2" CLEWS GRIP -34" e/2"10 STAN. TURNBUCKLE (ENGAGE ALL THREADS) n SPLICE BOLT SLOT END ANCHOR PLAN PAY LIMIT POR SAFETY BEAM GUARD RAIL. • SECTION THRU RAIL ELEMENT 15461 HOLE FOR 1%" STANDARD PIN. 8 GAGE GALVANIZED 3" SAME AS SECT/ON THRU RAIL ELEMENT. 154" D/A. HOLE. END ANCHOR ELEVATION 12"MIN. 15 J y O AUGERED N04X3'6"REINF BARS (2 EACH) • AUGERED OR DRIVEN H l OLE 1_. TO ACCOMMODATE ANCHOR ROD. NUT 8 6"X%"X5"STEEL k NO. 4 BARS (8 5" 0. C. SECTION A A 3/6" PLATE BENT TO FIT GUARD RAIL. MOUNTING BOLT WASHER /2 %2"M/N R%iX4"Xl'-O SPLICE BOLT SLOT IN 3/4" /e FOR 5�8' 0BOLTS TERMINAL SECTION NOTES: - ALL CONCRETE USED /A' GUARD RAIL INSTAL- LATION SHALL BE EITHER CLASS "AX", 47A-5,' "478"," 47C -S", OR A MODIFIED "AX" CON- CRETE. THE MODIFIED "AX" WILL REQUIRE THE USE OF FINE AGGREGATE FOR CON- CRETE COMPLYING WITH THE REQUIREMENTS OF SECTION 1007 /N PLACE OF SAND GRAVEL AGGREGATE FOR CONCRETE AND WILL RE- QUIRE THE USE OF 682 POUNDS OF CEMENT INSTEAD OF 658 POUNDS OF CEMENT PER CUB/C YARD OF CONCRETE. ALL GUARD RAIL, BOLTS AND OTHER STEEL POSTS SHALL BE GALVANIZED AFTER FABRICATION. BUTTONHEAD POST MOUNTING BOLT %", X LENGTH AS RE- QUIRED, SECURED WITH WASHER AND NUT. RAIL ELEMENT SPLICING AND POST MOUNTING DETAILS /0-10 - 74 4. CONCRETE ANCHOF ALTERNATE CAST IN PLACE ANCHOR 3/6 " TYP. L= NUT 8 610%2'X5" STEEL e SECTION DETAILS OF END ANCHORAGE ASSEMBLY ELEVATION ALT. "C"POST -SPLICE BOLT SLOT DESCRIPTION OF REVISION NEBRASKA DEPARTMENT OF ROADS STANDARD PLAN N° 704 SAFETY BEAM GUARD RAIL APPROVED: DECEMBER 21 1973 SCALE AS SHOWN ROADWAY DESIGN ENGINEER .- ABUTMENT TRAFFIC GUTTER LINE ti 11 LIMITS OF APPROACH SECTION TYPICAL FOR BOTH ENTRY 9 EXIT CORNERS A 6'-3" 6'-3" TERMINAL SECTION . END OF FLOOR C /B"I X3"BOLTS ¢ 7/6"ANCHORS ¢ END GUARD RAIL POSTS 2/2X% K4X% BUTTRESS 1/4"0 ANCHORS 4, BRIDGE APPROACH SECTION (DOUBLE BEAM GUARD RAIL 12'- 6" SECTION, MIN.) * LENGTHS OF Q'S 4 X %2 AND /2 X %2 VARY IN ACCORDANCE WITH SKEW ANGLE AND CURB FLARE. ACTUAL LENGTHS SHALL BE ESTABLISHED IN THE FIELD AT THE JOB SITE. CUT [ 12X%2 TO CONFORM TO CURVE OF BUTTRESS. TYPICAL PLAN AT EXIT CORNERS TERM/NAL SECTION 12 X ! 4X%2 TYPICAL PLAN AT ENTRY CORNERS 6[ 12X%2" THREE %g" / EXPANSION ANCHORS MINIMUM PULL OUT LOAD 19,000 POUNDS EACH. NOTES: BUTTRESS LEVEL BRIDGE APPROACH SECTION (DOUBLE BEAM GUARD RA/L, 12 '- 6" SECTION MINIMUM. 6'-3" TO Q END GUARD RAIL POST. ♦ BOLTS CONNECTION TO BRACKET. Vit"‘ BOLTS TERMINAL SECTION CONNECT/ON. TOP OF CURB-. TWO !4" STIFFENER PLATES [ 13/"X3/"X/'-O" 1�" 11#111 1111 r FIELD DRILLl3/8" 0"AT ENTRY CORNERS 8" AT EXIT CORNERS. GUTTER LINE IL /3X3/6"X l'-0" THREE %8"X 3" BOLTS IP 9X3/4"X l'-0" TWO %6" % EXPANSION ANCHORS MINIMUM PULL OUT LOAD 19,000 POUNDS EACH. B %" STIFFENER PLATES SH/M WITH LEAD OR GALVANIZED STEEL SHIMS AS REQUIRED. SECTION AA SECTION B B DETAILS AS SHOWN ARE TYPICAL FOR SKEWED OR SQUARE BRIDGES. ACTUAL LOCATION OF ANCHOR BOLTS AND BRACKETS SHALL BE DETERMINED IN THE FIELD. BRACKETS SHA: BE LOCATED SO THAT THE END GUARD RAIL POSTS WILL CLEAR THE STRUCTURE. ALL PAINTING SHALL BE IN ACCORDANCE WITH THE STANDARD S'EC ' CATIONS. SEE DETAIL"A" 2% / X 3/6' k WASHER (GALVANIZED) [ /"X /3"X i'- 9" DETAIL A DETAIL B STANDARD RAIL SECTION " PROVIDE 2%" X 3/ " SLOT IN DOUBLE BEAM SECTION FOR ALL SPLICE BOLT CONNECTIONS AT THIS SPLICE POINT. USE MOUNT- ING BOLT WASHER AT ALL 2//2" X 3/"SLOTS. PAY LIMIT FOR SAFETY BEAM GUARD RAIL . STANDARD RAIL LOCATION } 7/.12.'0 BOLTS, HEX NUTS AND [ WASHERS, (ALL GALVANIZED.) EXISTING HOLE MOUNT/NG BOLT WASHER. GUARD RAIL 2 3/e X 13"X 1'-9" (GALVAN/ZED) SECTION A A DOUBLE BEAM GUARD RAIL (l2'-6" SECTION MINIMUM) € END GUARD RAIL POST �'- 6'- 3" ELEVATION SEE DETAIL "8" A ' ¢ I" HOLES IN GUARD RAIL AND 3/6 "[ 1/4" ♦ BOLTS, HEX HEADS, HEX NUTS, MOUNTING BOLT WASHER W/tH 1"# O.H. 9 e WASHER (ALL GALVANIZED) EX/STING HOLES BRIDGE APPROACH SECTION 6'-3" PLAN DETAILS OF BRIDGE APPROACH SECTION X9" ♦ BOLTS, HEX HEADS, HEX NUTS, MOUNTING BOLT WASHER WITH l"I O.H. d [ WASHER (ALL GALVANIZED) DOUBLE BEAM GUARD RAIL (12-6" SECTION MINIMUM) ¢ CONTROL BOLT 4" 4" EXISTING HOLES PROV/DE 2,I/2"X 3/"SLOT IN DOUBLE BEAM SECTION FOR ALL SPLICE BOLT CONNECTIONS AT THIS SPLICE POINT. USE MOUNTING BOLT WASHER AT ALL 2%2"X %" SLOTS (TYP) PAY LIMIT FOR SAFETY BEAM GUARD RAIL END GUARD RAIL POST- -., 6'-3" 6'-3" BRIDGE APPROACH SECTION, (FLUSH MOUNTED) ¢ CONTROL BOLT AND SPLICE DETAILS OF BRIDGE APPROACH SECTION (FLUSH MOUNTED) NOTES: Mj C--) NEUTRAL AXIS - 2'- 6" POST SPACINGl'-43/" 3" SLOT DETAILS OF CURB MOUNTED BRIDGE APPROACH SECTION/ 92iBOLT ¢ /2"X 3" SLOTS SPECIAL END SHOE ALL WELDING DAMAGE TO GALVAN/ZED COATING SHALL BE REPAIRED BY APPLICATION OF GALVALOY AMCO NO. 321 OR ZRC /N ACCORDANCE WITH MANUFACTURERS RECOMMENDATION. ALL HOLES AND BLOCK-OUTS IN CONCRETE ARE PART OF THE BRIDGE WORK AND ARE NOT PART OF THIS PLAN. SPECIAL END SHOE SHALL BE /0 GAGE STEEL AND GALVANIZED IN ACCORDANCE WITH ASTM DESIGNATION A93 OR A/23 WITH COATING CLASS 250. ALL DOUBLE BEAM RAIL SHALL BE TACK WELDED AT APPROX- IMATE 3' CENTERS, TOP AND BOTTOM. H ¢ In DIA HOLES FOP. /8"DIA BOLTS. SPECIAL END SHOE NEBRASKA DEPARTMENT OF ROADS STANDARD PLAN N° 704 SAFETY BEAM GUARD RAIL APPROVED: DECEMBER 21, 1973 DATE ROADWAY DESIGN ENGINEER SCALE AS SHOWN 6 RI /0-10-74 ALT."C"POST -SPLICE BOLT SLOT REV. No DATE DESCRIPTION OF REVISION NEBRASKA DEPARTMENT OF ROADS STANDARD PLAN N° 704 SAFETY BEAM GUARD RAIL APPROVED: DECEMBER 21, 1973 DATE ROADWAY DESIGN ENGINEER SCALE AS SHOWN 6 TABLE F POST N0. X DISTANCE Y OFFSET I 6.25 1.25 2 /2.50 /.25 3 /8.74 1.27 4 24.98 /.33 5 3/.23 1.43 6 37.47 1.56 7 43.7/ /.74 8 49.94 1.95 9 56.18 2.2/ 10 62.42 2.50 1 / 68.65 2.83 - 12 74.88 3.20 l3 8/.11 3.6/ 14 87.34 4.06 /5 93.56 4.55 /6 99.78 5.07 17 /06.00 5.64 18 /12.2/ 6.24 19 1 18.42 6.89 20 /24.62 7.57 2 / 130.82 8.29 22 137.02 9.05 23 143.2/ 9.85 24 149.39 10.68 25 /55.58 / 1.56 26 161.75 /2.47 27 /67.92 /3.43 28 /74.08 14.42 29 /80.24 15.45 30 /86.39 /6.52 3/ /92.53 /7.62 32 198.67 /8.77 33 204.80 /9.95 34 2/0.92 21.17 .35 2/7.03 22.43 36 223.14 23.73 TABLE H POST NO. X DISTANCE Y OFFSET 6.25 1.25 2 12.50 1.25 3 18.74 /. 27 4 2498 1.35 5 31.22 /. 47 6 3746 1.64 7 43.69 (. 86 8 49.93 2./3 9 56.16 2.45 /0 67 39 2.8/ // 68.62 3.23 /2 74.84 3.69 /3 81.06 4.21 /4 87.27 4.77 /5 93.48 5.38 /6 99.69 6.04 /7 105.89 6.75 /8 l 12.08 750 /9 1 18.27 831 20 124.45 9.16 2/ 130.63 10.06 22 /36.79 / 1.01 23 142 95 /2.0/ 24 149.10 / 3.06 25 155.25 /4. 15 26 161.38 15 30 27 /67.5/ 16.49 28 173.62 / 7.73 TABLE G POST NO. X DISTANCE Y OFFSET / 6.25 /.25 2 /2.50 1.25 3 18.74 1.27 4 24.99 1.31 5 31.23 /.39 6 37.47 /.50 7 43.72 1.64 B 49.96 /.81 9 56.20 2.0/ 10 62,44 2.24 1I 68.68 2.50 /2 74.9/ 2.80 13 81.15 3.12 14 87.38 3.48 15 93.61 3.87 16 99. 84 4.28 17 106.67 4.73 18 /12.30 5.2/ 19 1 18.52 5.72 20 /24.74 6.26 2/ /30.96 6.83 22 /37. 17 7.44 23 143.38 8.07 24 149.59 8.74 25 /55.80 9.43 26 162.00 10.16 27 /68.20 10.91 28 /74.39 11.70 29 180.58 /2.52 30 186.77 13.37 3/ /92.95 14.25 32 199.12 15.16 33 205.30 16.10 34 2/1.46 17.07 35 2/7.63 /8.07 36 223.79 19. / / 37 229.94 20.17 38 236.09 21.26 39 242.23 22.39 '40 248.37 23.54 4/ 260.8/ 25.00 42 273.06 2749 TABLE J POST NO. X DISTANCE Y OFFSET 6.25 1.25 2 12.50 1.25 3 18.73 1.29 4 24.97 1. 40 5 31.20 1.60 6 37.43 /.87 7 43.65 2.2/ 8 49.87 2.63 9 56.09 3.13 /0 62.29 3.7/ // 58.50 4.36 /2 74.69 5.09 /3 80.87 5.90 /4 87 04 6.78 /5 93.20 7. 74 /6 99.35 8.77 /7 105.48 9.88 /8 ///.6/ 1 /. 07 /9 /17.7/ 12 33 20 123.80 /3 67 GUARD RAIL INSTALLATION AT BRIDGE LOCATIONS _,,,, EDGE OF PAVEMENT ( I TRAFFIC TRAFF/C END ANCHORAGE ASSEMBLY. y I (SEE TABLE L ) 50' 12'6„ R. C POST 276.00' 5 EDGE OF PAVEMENT -- r APPROACH TERMINAL SECTION 40 35 Q CONTROL BOLT 10 20 28 25 END ANCHORAGE ASSEMBLY EDGE OF PAVEMENT - 162.5' R. C POST 796.00' TYPE III (SEE TABLE H) END ANCHORAGE�i ASSEMBLY /2= 6" FACE BRIDGE RAIL EDGE OF PAVEMENT TRAFFIC TRAFFIC MEDIAN 30 PO 23750ST125 ' 9.00' (SEE TABLE 6) ROE EDGE OF PAVEMENT---"f- 20 AVEMENT- 25 20 15 10 20 25 2/2.50' 30R POST 998.00 15 36 END ANCHORAGE ASSEMBLY TRAFFIC TRAFFIC EDGE OF PAVEMENT�2 @ CONTROL' BOLT END ANCHORAGE ASSEMBLY TABLE K POST N0. X DISTANCE Y OFFSET /_- 6.25 /.25 2 /2.50 1. 25 3 18.73 1.29 4 24.96 1.42 5 31.19 1.64 6 37.42 1.94 7 43.64 , 2.33 8 49.85 2.8/ 9 56.06 3.37 /0 62.26 4.02 / 1 68.45 4.76 r2 74.63 5.58 3 I 80 79 6.49 4 86.94 7.48 5 93.08 8.56 6 99,2/ 9.72 TYPE V END ANCHORAGE ASSEMBLY (SEE TABLE F) EDGE OF PAVEMENT FACE BRIDGE RAIL END ANCHORAGE ASSEMBLY 20 TYPE VI EDGE OF PAVEMENT-, r 1 CONTROL BOLT /26 n u u 1. u u S a u ■ 1u /2=6" FACE BRIDGE RAIL 10 (SEE TABLE F) //2.50' I S R C POSTPOST D 10 (SEE TABLE J) 12'-6" 4 TRAFF/C TRAFFIC EDGE OF PAVEMENT ( CONTROL BOLT 25 30 36 END ANCHORAGE ASSEMBLY FACE BR/DGE RAIL TABLE L POST NO. X DISTANCE Y OFFSET l 6.25 1.25 2 /2.50 1.25 3 /8.72 1.32 4 24.94 1.53 5 31.15 /.88 6 37.35 2.37 7 43.54 3.00 8 49.72 3.77 9 55.87 4.68 10 62.0/ 5.73 R C POST 448.00 (SEE TABLE K) TYPE I END ANCHORAGE ASSEMBLY EDGE OF PAVEMENT - 15 20 ' 10 //2.50' R C POST 505.00' TYPE H ( SEE TABLE J ) 20 2/2.50' c MST998.00 15 10 126" FACE BRIDGE RAIL (SEE TABLE F) TYPE IV i ).• FACE BRIDGE RAIL NOTE: ALL D/MENS/ONS ARE REFERENCED FROM THE FACE OF BRIDGE RAIL AT THE CONTROL BOLT IN THE GUARD RAIL CONNECT/ON TO THE OF THE POST. 4 BRIDGE APPROACH SECTION. R/ 10-10-74 ALT. "C" POST - SPLICE BOLT SLOT REV. No DATE DESCRIPTION OF REVISION NEBRASKA DEPARTMENT OF ROADS STANDARD PLAN N° 704 SAFETY BEAM GUARD RAIL APPROVED' DECEMBER 21, 1973 DATE a ROADWAY DESIGN ENGINEER SCALE AS SHOWN 6 ( I TRAFFIC aTRAFFIC APPROACH TERMINAL SECTION TANGENT EXTENSION OF FACE OF RAIL. 37.5' R. C POST 408.75' (SEE TABLE 8) MIN. 2.25'TO FACE OF RAIL TRAFFIC TRAFFIC 33 VD ANCHORAGE ASSEMBLY 20 200' R (POST 947 00 (SEE TABLE A ) 15 10 O 0 L.AS RE0'D 12.5' TANGENT GUARD RAIL INSTALLATION AT BRIDGE PIERS THE LONGITUDINAL PLACEMENT OF POSTS SHALL BE ADJUSTED AS NECESSARY AND IN SO FAR AS POSSIBLE SO THAT A POST WILL NOT BE PLACED DIRECTLY OPPOSITE A PIER COLUMN. THE STAT/ON/NG OF THE GUARD RAIL AS SHOWN IN THE PLANS IS FOR DESCRIPTIVE PURPOSES ONLY AND MAY BE MODIFIED AS REQUIRED. TABLE D X2 Y2 L2 124.17 /2.88 50.0 /36.56 /4.54 62.5 /48.95 /6.21 75.0 /61.34 /7.87 875 /73.73 /9.53 /00.0 186.12 21.19 112.5 198.50 22.85 /25.0 4 ** AT LOCATIONS WHERE THERE IS INSUFFICIENT CLEARANCE BETWEEN THE EDGE OF TREATED SHOULDER OR BACK OF CURB AND THE FACE OF PIER COLUMN, THE 2' MIN/MUM SHALL BE MAINTAINED. L/ AS REQUIRED (12'-6" MIN.) TO BE INSTALLED WHEN L3 /S REQUIRED. Q MEDIAN ) PIER COLUMN NEAREST TO THE EDGE OF TREATED SHOULDER. O'iID CURB LOCATIONS 0' MIN. TO 2.5 MAX. /1 4'M/N. FOR STEEL POSTS. GUARD RAIL ADJACENT TO PIER COLUMN 4 WHERE 4 FOOT IS NOT AVAILABLE, WOODEN POSTS MUST BE USED. WHERE TREATED TIMBER POSTS ARE USED TO PROTECT OUTSIDE PIERS, TREATED TIMBER POSTS MUST BE USED TO PROTECT CENTER PIERS. TRAFFIC TRAFFIC END ANCHORAGE ~` ASSEMBLY. TABLE E X3 Y3 L3 /11.78 11.22 3750 87.00 7.89 1 2 50 X2 ( SEE TABLED ) I0 XI u u u 75' u u u 5 R. C POST 56/.00' (SEE TABLE C) • u u 1 25' GUARD RAIL INSTALLATION AT MISC. STRUCTURES ALL "Y" OFFETS ARE DIMENSIONED FROM THE EXTENSION OF THE FACE OF RAIL , TANGENT SEC- TION TO THE OF THE POST. X3 XI I0 75,*** R. ¢ POST 561.00 (SEE TABLE C) TANG (SEE TABLE E) + FOR A ONE-WAY FACILITY (L3 = 0') U- f 50' WITHOUT AN END ANCHORAGE ASSEMBLY OR 12.5 WIN/MUM WITH AN END ANCHORAGE ASSEMBLY. TABLE A POST NO. X DISTANCE Y OFFSET I /.25 2 6.24 1.27 3 12.48 1.33 4 18.73 1.44 5 24.96 1.58 6 3 1.21 1.76 7 3)'.44 1.99 8 43.68 2.26 9 49.9/ 2.57 10 56.14 2.92 1/ 62.37 33/ I2 68.60 3.74 l3 74.82 4.2/ 14 8/.05 4.72 15 87.26 5.28 16 93.48 5.87 17 99.68 I 6.5/ 18 105.89 7.19 19 112.09 7.91 20 1/8.29 8.67 21 /24.47 9.47 22 /30.06 /0.3/ 23 /36.84 11.19 24 /43.0/ 12.11 25 /49.18 /3.07 26 /55.34 14.08 27 161.49 /5.12 28 /67.64 /6.27 29 /73.78 1733 30 /79.9/ 18.50 3/ /86.03 /9.70 32 192.15 21.04 33 /98.26 22.24 END ANCHORAGE ASSEMBLY. TABLE B POST NO. X DISTANCE Y OFFSET I 1.25 2 6.23 1.30 3 /2.45 1.44 4 /8.68 1.68 5 24.90 2.0 / 6 31.11 2.44 7 37.3/ 2.96 8 49.84 3.2 / 9 62.27 4.5/ TABLE C POST NO. X DISTANCE Y OFFSET I 1.25 2 6.24 1.28 3 /2.47 /.39 4 18.7/ 1.56 5 24.94 1.80 6 31.16 2.12 7 37.39 2.50 8 43.6/ 2.95 9 49.82 3.47 10 56.03 4.06 1/ 62.23 4.7/ 12 ,68.43 5.44 /3 74.6/ 6.23 RI 10-10-74 ALT. "C" POST - SPL/CE BOLT SLOT REV. No DATE DESCRIPTION OF REVISION NEBRASKA DEPARTMENT OF ROADS STANDARD PLAN N° 704 SAFETY BEAM GUARD RAIL APPROVED DECEMBER 21, 1973 DATE ROADWAY DESIGN ENGINEER SCALE AS SHOWN 6 TRAFFIC SHOULDER LINE APPROACH TERM/NAL SECTION 2-%9"/ u- BOLTS UPc / X 6"BAR TACK WELDED TO U -BOLTS U- BOLT ANCHOR (TO BE INSTALLED BY CULVERT CONTRACTOR) 43/- 2W I' OPEN HOLES 9" 3/ " PLATE %2" PLAN OF BASEPLATE • IF POST OFFSET BLOCK y"' %"LEAD PLATE 4 04'13 114111=i AIM 3/"PLATE • NOTE: THE ITEM "SPECIAL GUARD RAIL POST" SHALL INCLUDE FURNISHING AND PLACING ALL MATERIALS EXCEPT U -BOLT ANCHORS. SPECIAL GUARD RAIL POST: TYPE "A" OFFSET BLOCK 54"/ X9"BOLT. GROUT IN 1"4 HOLE WITH NON - SHRINK GROUT SPECIAL GUARD RAIL POST, TYPE ' "" 37'- 6" R. ( POSTS=561 (SEE TABLE C) TYPE VII TANGENT d SECTION, VARIABLE — T71 L END ANCHORAGE ASSEMBLY OFFSET BLOCK 7/ OPEN HOLES 3/" PLATE PLAN OF BASE PLATE CUT HOLE FOR POST. FILL WITH GROUT. APPROACH SLAB DRAIN. 3/ EXPAND/NG ANCHOR BOLTS (MIN. PULL-OUT LOAD 17,500 LBS) SPECIAL GUARD RAIL POSTS, TYPE"B" W-6" DOUBLE BEAM 7'-9" 17=/%" GRATE INLET C APPROACH SLAB •, SPECIAL GUARD RAIL POST, TYPE "D" RI 10-10-74 ALT "C"POST - SPLICE BOLT SLOT REV. N DATE DESCRIPTION OF REVISION NEBRASKA DEPARTMENT OF ROADS STANDARD PLAN N° 704 SAFETY BEAM GUARD RAIL APPROVED' DECEMBER 21, 1973 DATE ROADWAY DESIGN ENGINEER SCALE AS SHOWN