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HomeMy WebLinkAboutBR-2038(1)CONSTRUCTION DIVISION Computer: DRCONSTRUCT24 User: dor17005 Date: 10 -APR -2013 10:55 410 INDEX OF SHEETS SHEET NO. 1 2-T 2-S 2-W 2-N1 - 2-N2 2-L 3 4-8 9 - 11 TITLE PAGE TYPICAL CROSS SECTION OF IMPROVEMENT SUMMARY OF QUANTITIES WETLANDS GENERAL INFORMATION CONSTRUCTION PLAN & PROFILE SHEET DRAINAGE STRUCTURE CROSS SECTIONS SPECIAL PLAN 1C 12' X 9' TRIPLE SPAN RC BOX CULVERT STA. 49+60.50 SPECIAL PLAN 2C AREA INLET WITH GRATE SPECIAL PLAN 3C TEMPORARY SILT CHECKS RIGHT-OF-WAY INFORMATION CROSS SECTIONS STANDARD PLANS 410-R3 (2 SHEETS) FLARED END SECTIONS FOR CULVERT PIPES 411 (4 SHEETS) BEDDING AND BACKFILL REQUIREMENTS FOR CONCRETE PIPE 428-R3 CONCRETE PLUGS AND FIELD PIPE TAP DETAILS 501-R5 (3 SHEETS) EROSION CONTROL 502 SILT FENCE DETAILS 714 4 -STRAND WIRE FENCE 920-R5 (2 SHEETS) TRAFFIC CONTROL, CONSTRUCTION AND MAINTENANCE 921-R5 (2 SHEETS) TRAFFIC CONTROL, CONSTRUCTION AND MAINTENANCE 923 TRAFFIC CONTROL --ROAD CLOSURE MEETS OR EXCEEDS MINIMUM DESIGN STANDARDS OF THE BOARD OF PUBLIC ROADS CLASSIFICATION AND STANDARDS. CONVENTIONAL SIGNS FENCE R.O.W. OR WIRE GUARDRAIL TRAVELED WAY DIKE CULVERT POWER POLE TELEPHONE POLE MAILBOX RAILROAD TRACKS MARSH TREE - CONIFEROUS TREE - DECIDUOUS —x at xxxxxxxxxxxxxxxxxxxxxx D 1 a Q s1.�ls sill... si1Lc 0 0 0 0 R.O.W. LEGEND NEW CONTROLLED ACCESS PREVIOUS CONTROLLED ACCESS LIMITS OF CONSTRUCTION PREVIOUS R.O.W. NEW R.O.W. EXISTING PERMANENT EASEMENT TEMPORARY EASEMENT EXCESS TAKING PERMANENT EASEMENT EXISTING RAILROAD EASEMENT NEW RAILROAD PERMANENT EASEMENT NEW RAILROAD TEMPORARY EASEMENT V///////2 v y + E HHEISHEI HE .:.:.:AO2KNAO STATE OF NEBRASKA DEPARTMENT OF ROADS PLANS FOR CONSTRUCTION HASTINGS NORTH ADAMS COUNTY STA. 47+40.00 BEGIN PROJECT BEGIN CONSTRUCTION STA. 47+52.00 BEGIN 2" X 40' CRUSHED ROCK SURFACE COURSE R 10 W 22 1 1 1 1 1 'AST STA. 59+50.00 END PROJECT END CONSTRUCTION END 2" X 40' CRUSHED ROCK SURFACE COURSE R 9 W 21 22 ■ 27 HASTINGS MUNICIPAL S AIRPORT 34 31 :\, s s s 4 4_ ■ 34 Nfi Lake" Hastings • J+ +J \ HASTINGS: =1. ` ` I� - X POP. 25,224 . ' • •Y.••IS • • .._••I REFERENCE POST NO. TO REFERENCE POST NO. EXCEPTIONS: FROM STA. TO STA. TOTAL NET LENGTH OF PROJECT: 1,210.00 FEET 0.229 MILES Fla PROJECT NO. SHEET NO. BR -2038(1) 1 1. CONTROL NO. 42445 A CONTROL NO. ■ CONTROL NO. THE 2007 EDITION OF THE NEBRASKA STANDARD SPECIFICATIONS AND THE SPECIAL PROVISIONS APPLY TO THIS PROJECT. THE WORK ON THIS PROJECT CONSISTS OF GROUPS 1 -GRADING, 4 -CULVERTS, 4A -CULVERTS, & 10 -GENERAL h. GROUPS 1,4,44, & 10 ARE INCLUDED IN THE LETTING OF JUNE 27, 2013 S GROUPS ARE INCLUDED IN THE LETTING OF ■ GROUPS ARE INCLUDED IN THE LETTING OF DESIGN DESIGNATION LOCAL ROADS AND STREETS RURAL TRAFFIC YEAR: 2013 2033 ADT: 0 300 DHV: N/A N/A T= 15 % D=_% N.F.C. RURAL MAJOR COLLECTOR DESIGN NO. ROA -2 WORK ON THIS PROJECT IS AUTHORIZED PURSUANT TO THE CONDITIONS STIPULATED IN THE ARMY CORPS OF ENGINEERS GENERAL/NATIONWIDE/INDIVIDUAL PERMIT COORDINATING PROFESSIONAL • rim% ■■ells Nagle MIMI =la NATURAL GROUND LIMITS OF CONSTRUCTION 8'-0" NORMAL 71/4 0 1 N v 5 1 '1CI'PICAL CROSS SECTImN OF IMPROVEMENT 32' -6" Q PROJECT 32'-6" 12'-6" 20' -0" 20'-0" 12' -6" i 6' FUTURE CURBED SECTION 0.02 FT./FT. FUTURE CURBED SECTION 2"x40' CRUSHED ROCK SURFACE COURSE 0.02 FT./FT. 6'-0" FUTURE EARTH SHOULDER * SHALL CONFIRM TO FILL SLOPE CRITERIA HALF CUT SECTION CRUSHED ROCK EMBEDMENT FUTURE EARTH SHOULDER FUTURE CONCRETE PAVEMENT WITH INTEGRAL CURB GRADING SECTION STA. 47+52.00 - STA. 59+50.00 PROJECT NUMBER SHEET NO. BR -2038(1) 2-T HALF FILL SECTION NATURAL GROUND CN 42445 EXISTING CHANNEL m CD CCrl I (14 • cc OD+ LZI N EsM . 0 . I— 3 D N Z N z 0 1- U 0 J w cr w U li 0 1' O 0 50 m . o cc 1-- o 1 o z c5 ttII—rn + w I O z In "0 o 0 U . 00 Q U it V)ZVD4 SECTION LINE 0 N N 10 1%- 0' 10 0 c• c. c. PROJECT 9 .9 51 O O 52 N V) + + N N LO LO 0' c•' COI O M + + + N N N 10 10 10 I 53 0' LO M 1.0 54 o' O 55 of 0 EXISTING CHANNEL FUTURE PEDESTRIAN TRAIL (Jo 0 0 0 11 trr '\ ♦ ``♦ `....... \ • . \ / \ %\ \ / \ `♦ \�•— \ / ♦ /'/, --- LIMITS OF CHANNEL EXCAVATION SECTION LINE & Q SURVEY PROPOSED CHANNEL SECTION LINE STA. 51+12.02, 74.38' RT. RAD = 45' • N. J ' __ i ,/ •� \� ,i-'- / . \ /\ \ \ \ ,�� X, \ // \ •� \D \ /// --/ — - PROPOSED \ / CHANNEL \ / BOTTOM \ / STA. 52+13.84, 155.00' RT. RAD = 70' CHANNEL LAYOUT SCALE 1" = 30' STA. 52+98.06, 69.44' RT. RAD = 50' \\ \\ PROPOSED \ CHANNEL STA. 54+33.32, 173.34' RT. RAD = 100' 3 01 O O CC O ul 4 4 w iii in Z I-- O 0 N U '• Q:SZ U H I— w N o_ N Z in Pre EXISTING ROAD STA. 55+14.73, 114.85' RT. 48+00 FOR INFORMATION ONLY EXC. = 11,248 CU. YDS. EMB. = 0 CU. YDS. 55+00 CONSTRUCTION DIVISION Computer: DRCONSTRUCT24 User: dor17005 Date: 21 -MAY -2013 08:37 SUMMARY ITEM OF GRADING ITEMS GROUP 1 MOBILIZATION LARGE TREE REMOVAL GENERAL CLEARING AND GRUBBING WATER EARTHWORK MEASURED IN EMBANKMENT REMOVE CONCRETE DITCH LINER 24" DRIVEWAY CULVERT PIPE, TYPE 3,4 OR 5 CRUSHED ROCK EMBEDMENT CRUSHED ROCK SURFACE COURSE ADJUST MANHOLE TO GRADE REMOVE GUARDRAIL CORNER POSTS BARBED WIRE FENCE SEEDING, TYPE A SEEDING, TYPE WETLAND COVER CROP SEEDING EROSION CONTROL, CLASS 1D FABRIC SILT FENCE -LOW POROSITY FABRIC SILT FENCE -HIGH POROSITY MULCH ADJUST FIRE HYDRANT TO GRADE CULVERT ITEMS GROUP 4 ITEM MOBILIZATION RIPRAP FILTER FABRIC CAST IRON GRATE AND FRAME CONCRETE DITCH LINING - 8' EXCAVATION FOR PIPE, PIPE -ARCH CULVERTS, AND HEADWALLS CLASS 476-3000 CONCRETE FOR INLET AND JUNCTION BOX REINFORCING STEEL FOR INLET AND ]UNCTION BOX 24" CONCRETE FLARED -END SECTION 30" CONCRETE FLARED -END SECTION ROCK RIPRAP, TYPE B 24" CULVERT PIPE, TYPE 2 12" CULVERT PIPE, TYPE 3,4 OR 5 30" CULVERT PIPE, TYPE 2 QUANTITIES QUANTITY UNITS 1.000 1.000 1.000 64.000 22,728.000 75.000 50.000 11.980 740.000 1.000 34.000 6.000 766.000 4.000 2.000 4.000 2,921.000 2,449.000 90.000 9.000 1.000 LS EACH LS MGAL CY SY LF STA TON EACH LF EACH LF ACRE ACRE ACRE SY LF LF TON EACH QUANTITY UNITS 1.000 61.000 825.000 34.000 280.000 1.900 95.000 2.000 2.000 35.000 94.000 101.000 148.000 LS SY LB LF CY CY LB EACH EACH TON LF LF LF CULVERT ITEMS GROUP 4A CONCRETE BOX CULVERT AT STA. 49+60.50 ITEM MOBILIZATION EXCAVATION FOR BOX CULVERTS CLASS 47B-3000 CONCRETE FOR BOX CULVERT CLASS 47B-3000 CONCRETE FOR PIPE CULVERT PLUG ACCESS CROSSING CRUSHED ROCK FOR BASE COURSE 30" CULVERT PIPE, TYPE 2 REINFORCING STEEL FOR BOX CULVERT GENERAL ITEMS GROUP 10 ITEM PROJECT NO. SHEET NO. BR -2038(1) 2-S QUANTITY UNITS 1.000 202.000 606.610 0.170 1.000 135.200 6.000 58,357.000 LS CY CY CY LS CY LF LB QUANTITY UNITS BARRICADE, TYPE III 520.000 BDAY SIGN DAY 685.000 EACH CONTRACTOR FURNISHED SIGN DAY 312.000 EACH MOBILIZATION 1.000 LS RENTAL OF LOADER, FULLY OPERATED 30.000 HOUR RENTAL OF DUMP TRUCK, FULLY OPERATED 30.000 HOUR RENTAL OF SKID LOADER, FULLY OPERATED 30.000 HOUR RENTAL OF CRAWLER MOUNTED HYDRAULIC EXCAVATOR, FULLY OPERATED 30.000 HOUR TEMPORARY SILT CHECK 300.000 LF TEMPORARY SILT FENCE 500.000 LF TEMPORARY MULCH 2.000 TON C.N. 42445 O cocc co z +z z I Z F— inccI- N 0 M v . Q 0 N z N O + M O + FUTURE STORM sEWEf Aerial image obtained through Google EarthTM mapping service © 2011 Google Image USDA Farm Service Agency NOTES: ;.a SEE SHEET 3 FOR ALIGNMENT DAt'A UPON COMPLETION OF THE GRADING OPERATTO s PERMANENT SEEDING OF THE DISTURBED AREAS CREATED BY THE GRADING OPERATIONS AND PERMANENT SEEDING OF THE MITIGATION AREA AS DETAILED IN THE PROJECT MITIGATION PLAN WILL BE PERFORMED BY THE CONTRACTOR AS DIRECTED BY THE PROJECT MANAGER. SECO 30 -78H -HOW O N + ELINEATED O N + M N co + + ETLANDS` (TYP,) FABRIC SILT FENCE,- LOWPOROSITY`(TYP.) 0' PAST O_ 00 + Op O M M W + 01 N O 00 t Co N 0 O + O V + 50 00 co + SECTION Lx. SCC. 26 -713N -ROW -RO O O + O \ 00 + + O N O co + W O O + O O O + O M 01 + N 55 O O CULT 0 W . 55 INSTALL EROSION CON'iQL,; CLASS 10 ALONG FORESLOP. AREA =.939 SG:'Y " k z_.. z 9 ti; ILT.FENCE. LOW POROSITY 0 Q DELINEATED WETLANDS 111 11 '4. viITS OF CONSTRUCTION ,SILT FENCE, HIGH POROSITY t""), S—; �� I \------ ▪ • • 0 W Li O O w 0 DELINEATED WETLANDS O O O O N O O UV - N N 0 0 1 0 0 ■ WETLAND MITIGATION AREA ti N O Co O O 0 N N BARB WIRE FENCE LIMITS OF CONSTRUCTION -SECTION LINE 00 N M O O O N 0 M O Q Q CULT BUFFER AREA SEC. NILS -T k =WfJVV N1 M LD m M M N + M 0 0 PONDING .AREA ELEV. =1890.0 (TYP,4 Y STA. 50+00, RT. TO STA. 55+75, RT. INSTALL EROSION CONTROL, CLASS 10 ALONG FORESLOPE. MEA = 1640 SQ. YDS. STA. 57+75, RT. 70 STA. 59+25, RT. INSTALL EROSION CONTROL, CLASS ID ALONG DITCH BOTTOM. AREA = 133 SQ. YDS. ref CULT PROJECT NUMBER SHEET NO BR -2038(1) 2-W CN 42445 ** PLACE AT TOE OF FILL SLOPE *** SOUTH EDGE OF MITIGATION A PLACE AT INLET OF CULVERT #XXXXXXXXXXXX> X X X X X r NA\ 0 + O 07 K i Z coH 1 N M 0 w N BUILD SILT FENCE, H GH POROSITY, PLAN NO. 502 (SEE SHEET 2-W FOR ILLUSTRATION) STATION SIDE LENGTH (FT) 49+22 RT 30A 50+20 LT 30 n 55+45 LT 30 n BUILD SILT FENCE. LOW POROSITY, PLAN NO. 502 (SEE SHEET 2-W FOR ILLUSTRATION) STATION TO STATION SIDE LENGTH (FT) 47+52 TO 48+80 LT 135 ** 49+12 TO 49+32 LT 61 ** 49+96 TO 54+69 RT 513 ** 50+44 TO 55+24 RT 502 *** 50+50 TO 54+50 LT 400 ** 54+50 TO 55+45 LT 95** 55+55 TO 56+50 LT 131 ** 56+80 TO 59+00 LT 272 ** 55+60 TO 59+00 RT 340** 1 10 9• :• 7• 6• 5• 4• 3• A• 1• 1 1• 2• • 4• 5• •• • 8• 9• 110 10 LO 10 10 10 1:0 10 1:0 1.0 200 20 ■ liiliiiiiiiiiiiiiiiiiiiiiiiiiii """""■"' 1111111111111111111 11111111 ............................................. 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Max. Embankment/Roadway Grading, including driveways, to receive concrete pavement. Silt -Clay "" " Upper 3 Feet at Depths Greater than 3 Feet 98 Min. 96 Min. Opt. -3% Opt. -3% Opt. +2% Opt. +2% Granular Alt Depths 100 Min. Opt. -2% Opt. +1% Embankment/Roadway Grading, including driveways, to receive bituminous pavement. Silt -Clay " II Upper 3 Feet at Depths Greater than 3 Feet 100 Min. 95 Min. Opt. -2% Opt. -3% Opt. +1% Opt. +2% Granular All Depths 100 Min. Opt. -2% Opt. +1% Embankment/Roadway Grading not to be Surfaced All All Depths 95 Min. Opt. -3% Opt. +2% Subgrade Preparation, Shoulder Subgrade Preparation (Concrete Pavement) Silt -Clay Granular The upper 6" Subgrade Soil The upper 6" Subgrade Soil 98 Min. 100 Min. Opt. -3% Opt. -2% Opt. +2% Opt. +1% Subgrade Preparation, Shoulder Subgrade Preparation (Bituminous Pavement) Silt -Clay Granular The upper 6" Subgrade Soil The upper 6" Subgrade Soil 100 Min. 100 Min. Opt. -2% Opt. -2% Opt. +1% Opt. +1% Embankment of Driveways not Surfaced. All All Depths Class I (See Specifications) Bituminous PavementUnderlyi Patching All ng Material 100 Min. (See Specifications) Foundation Course/ Subgrade Stabilization --- --- 100 Min. (See Specifications) EARTHWORK QUANTITIES (DOES NOT INCLUDE DIKES OR DRIVES) PIPE LEGE\D TYPE DESCRIPTION 1 RCSP REINFORCED CONCRETE SEWER PIPE 2 RCP REINFORCED CONCRETE PIPE 3 GCCMP GALVANIZED (ZINC) COATED CULVERT METAL PIPE 4 ACCMP ALUMINUM COATED CULVERT METAL PIPE 5 PCCMP POLYMER COATED CULVERT METAL PIPE 6 HDPE -CI HIGH DENSITY POLYETHYLENE (CORRUGATED INTERIOR) 7 HDPE -SI HIGH DENSITY POLYETHYLENE (SMOOTH INTERIOR) 8 PVC POLYVINYL CHLORIDE PIPE EARTHWORK QUANTITIES (DOES NOT INCLUDE DIKES OR DRIVES) STATION TO STATION DESCRIPTION EXCAVATION AVAILABLE (CU. YDS.) EARTHWORK MEASURED IN EMBANKMENT (CU. YDS.) 47+40 TO 59+50 ROADWAY 1,881 21,144 48+00 TO 55+00 CHANNEL 11,248 0 49+12 TO 50+07 BOX CULVERT BACKFILL 0 1,584 TOTALS 13,129 22,728 THE CONTRACTOR WILL BE REQUIRED TO FURNISH BORROW ON THIS PROJECT ANY EXCESS MATERIAL WILL BE DISPOSED OF BY THE CONTRACTOR AS APPROVED BY THE ENGINEER. IF ADDITIONAL MATERIAL IS REQUIRED FOR FINAL GRADING, THE CONTRACTOR WILL BE REQUIRED TO OBTAIN THE NECESSARY SUITABLE MATERIAL FROM A SITE APPROVED BY THE ENGINEER. ALL SIGNING AND PAVEMENT MARKING DURING CONSTRUCTION SHALL BE DONE BY THE CONTRACTOR IN CONFORMANCE WITH THE LATEST EDITION OF THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES". WHEN THE CONTRACTOR HAS COMPLETED THEIR OPERATIONS, THE SIGNING AND PAVEMENT MARKING WILL BECOME THE COUNTY'S RESPONSIBILITY. PROJECT NUMBER SHEET NO. BR -2038(1) 2-Nt CN 42445 THE CONTRACTOR MAY CLOSE THE ROAD TO ALL BUT LOCAL TRAFFIC SUBJECT TO THE CONDITIONS PRESCRIBED IN THE NDOR STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION, 2007 EDITION. UPON COMPLETION OF THE GRADING OPERATIONS PERMANENT SEEDING OF THE DISTURBED AREAS CREATED BY THE GRADING OPERATIONS WILL BE PERFORMED BY THE CONTRACTOR AS DIRECTED BY THE PROJECT MANAGER. STEEL SHEET PILES, AS SHOWN ON SPECIAL PLAN 1-C, WILL NOT BE ALLOWED FOR FOOTING OR BARREL TURNDOWNS WITHOUT PERMISSION OF THE ENGINEER. THE LOCATIONS OF ALL AERIAL AND UNDER- GROUND UTILITY FACILITIES MAY NOT BE INDICATED IN THESE PLANS. UNDERGROUND UTILITIES, WHETHER INDICATED OR NOT WILL BE LOCATED AND FLAGGED BY THE UTILITIES AT THE REQUEST OF THE CONTRACTOR. NO EXCAVATION WILL BE PERMITTED IN THE AREA OF THE UNDERGROUND UTILITY FACILITIES UNTIL ALL SUCH FACILITIES HAVE BEEN LOCATED AND IDENTIFIED TO THE SATIS- FACTION OF ALL PARTIES. THE EXCAVATION MUST BE ACCOMPLISHED WITH EXTREME CARE IN ORDER TO AVOID ANY POSSIBILITY OF DAMAGE TO THE UTILITY FACILITY. C0NTRACTOR TEVPORARY DIVERSIO\/ACCESS CROSSI\G I\FORVATIO\ CHANNEL PLUG (TYP.) Q DIVERSION CHANNEL Q PROJECT CHANNEL PLUG (TYP.) TEMPORARY DIVERSION CHANNEL SLOPE OF CROSSING OR PLUG EROSION CONTROL ANCHOR APPROX. ACCESS CROSSING LOCATION COVER CROSSING WITH EROSION CONTROL (BOTH SIDES) O \\c" D D D �,i/ \ / \ / 1 12' —0" CONTRACTOR ACCESS CROSSING 121-0" PROJECT NUMBER SHEET N0. BR -2038(1) 2-N2 DIVERSION CHANNEL TYPICAL SECTION CULVERT INFORMATION NUMBER OF CULVERTS = 3 DIAMETER = 24" LENGTH = 36' L ANCHOR EROSION CONTROL AS SHOWN OR APPROVED EQUIVALENT METHOD COVER PLUG WITH EROSION CONTROL (BOTH SIDES) ACCESS CROSSING SECTION T-0" 1 7.•' -o N ANCHOR EROSION CONTROL AS SHOWN OR APPROVED EQUIVALENT METHOD L15'—O" CHANNEL PLUG SECTION 1 T N'i o 1 cc; cc co +=1 Ncr10 O U Q U H 3 W N Z H 0 a Are -'11 STA. 49+60.50 BUILD TRIPLE 12'x9'x132' CONCRETE BOX CULVERT ON 45° SKEW (LHB) TO Q PROJECT WITH ENDS OF BOX SKEWED 65° RELATIVE TO Q BOX CULVERT AND WING DESIGN FROM BOX CULVERT ON A 25° SKEW. WITH SLOPED INLET AND PAVED OUTLET APRON. SPECIAL PLAN NO. 1-C. EXC = 202 CU. YDS., FILL = 1' STA. 47+84, 18.8' LT. ADJUST MANHOLE TO GRADE. RIM = 1900.16 GRADE = 1900.67 SECTION LINE o to N N N CrN + + SEC. 30 -781M -BOW STA. 49+70, 72.4' LT. MANHOLE. USE IN PLACE. O O_ m \ \ \ N V O CO } + t STA. 49+70 REMOVE 34 LIN. FT. GUARDRAIL M in CO En V N N V M \ \ CO co Io O t O t t + 50 SEC. 20 -TEM -BM STA. 49+66.30, 20.5' LT. TO STA. 50+11.44, 65.7' LT. DA=10 AC, 010=20.5 CFS, HW10=2.5' BUILD 30"x64' CULVERT PIPE TYPE 2 WITH FLARED END SECTION ON INLET AND OUTLET IN CONCRETE BOX CULVERT. STANDARD PLAN NO. 410-R3 & 411 EXC. = 49 CU. YDS., FILL = 7' STA. 50+27, 58.7' LT. TO STA. 50+30, 37.1' LT. 24" x22' CORR. METAL DR. PIPE. REMOVE. <AI It Z N- V' 0 0 O ti N CO M cri t0 M c0 N ti M SECTION LINE m . o I CC O L co M 0 o M O O Q U °O 11 v)zN4 01 0 0 + STA. 50+18, 17.8' LT. ADJUST MANHOLE TO GRADE (BY OTHERS PRIOR TO CONSTRUCTION.) STA. 51+96, 8.0' LT. ADJUST MANHOLE TO GRADE (BY OTHERS PRIOR TO CONSTRUCTION.) v -Cr i0 Co tD cn N pp N. N. N. \ \ 0103 01 LO In N CO CO Nt O + + + + + STA. 50+89.5, 89' LT. STA. 51+84.6, 111' LT. 12" x 113' IRRIGATION PIPE USE IN PLACE. Op to M 01 01t 55 STA. 52+25.70 EXISTING 24"x50' CORR. METAL PIPE ON A 0° SKEW. REMOVE, EXC = 4 CU. YDS. EXISTING 12"x24' CULVERT PIPE ON A 0° SKEW. USE -IN-PLACE. BUILD 12"x98' CULVERT PIPE TYPE 3, 4, OR 5 WITH CONNECTING BAND ON INLET. CONNECT TO EXISTING 12" CULVERT. STANDARD PLAN NO. 411 EXC = 14 CU. YDS., FILL = 11' STA. 52+05, 18.3' LT. ADJUST MANHOLE TO GRADE (BY OTHERS PRIOR TO CONSTRUCTION.) RE -USE PIT 1 ( 1 SEE SHEET 2-W FOR EROSION CONTROL ITEMS. STA. 55+50 DA=14 AC, Q10=37.3 CFS, HW10=4' BUILD 24"x94' CULVERT PIPE TYPE 2 ON A 0° SKEW WITH FLARED END SECTION ON INLET AND OUTLET. STANDARD PLAN NO. 410-R3 & 411 EXC. = 67 CU. YDS., FILL = 8' xI, S X _ X PROJECT W 2' FUTURE STORM SEWER STA. 49+51.95, 22.61' RT. TO STA. 49+57.96, 22.51' RT. BUILD 30" x 6' CULVERT PIPE TYPE 2 WITH PLUG AT INLET AND OUTLET IN BOX CULVERT. PLANS 428-R3, EXC = 0 CU. YDS. r�. STA. 49+94, 104' RT. TO STA. 50+18, 28' RT. REMOVE 75 SQ. YDS. OF CONCRETE DITCH LINER. STA. 49+81.28, 73.2' RT. TO STA. 49+94.19, 103.5' RT. BUILD 34 LIN. FT. OF CONCRETE DITCH LINING - 8' SEE SHEET 4 FOR DETAILS. CONTRACTOR TO FIELD VERIFY LOCATIONS AND DEPTHS OF WATERLINES AND SANITARY SEWER LINES. 0 O BUFFER AREA W \ N. \ O M to V V CO + + + to 04 O N1 t STA. 56+65, LT. LAY 24"x50' DRIVEWAY CULVERT PIPE, TYPE 3, 4 OR 5 AND BUILD EARTH DRIVE (30' WIDE) ON A -10.07. GRADE. O M N CO PROJECT NUMBER SHEET NO. BR -2038(1) 2-L SECTION LINE & Q PROJECT CN 42445 60 0 0 O 4 + O t0 1- 1/) to•w Z cc + 0 O U N N z W1 25' 1 SECTION LINE �a STA. 49+82.79, 76.6' RT BUILD AREA INLET WITH GRATE TYPE C. SPECIAL PLAN 2-C X = 3'-6", RIM ELEV = 1895.6 SCCA.3 1- u I-ROVV STA. 49+30.79, 76.6' RT. TO STA. 49+82.79, 76.6' RT. DA=2.6 AC, 025=11 CFS, HW25=1.6' BUILD 30"x52' CULVERT PIPE TYPE 2 WITH FLARED END SECTION ON INLET AND OUTLET IN AREA INLET. STANDARD PLAN NO. 410-R3. EXC = 142 CU. YDS. STA. 49+82.79, 76.6' RT. TO STA. 50+14.83, 76.6' RT. DA=8.2 AC, Q25=22.1 CFS, HW25=2.5' BUILD 30"x32' CULVERT PIPE TYPE 2 WITH INLET IN AREA INLET. EXC = 4 CU. YDS. STA. 50+00, 85' RT. TO STA. 50+01.60, 205' RT. TO STA. 55+30, 205' RT. TO STA. 55+30, 160' RT. BUILD 693 LIN. FT. OF BARBED WIRE FENCE. STANDARD PLAN NO. 714 SEC. 32-7 INI-WM STA. 51+96, 33.1' RT. ADJUST MANHOLE TO GRADE (BY OTHERS PRIOR TO CONSTRUCTION.) STA. 50+25, 56' RT. EXISTING WATER VALVE RELOCATION TO BE DONE BY HASTINGS UTILITIES PRIOR TO CONSTRUCTION. STA. 50+30, 37' RT. EXISTING WATER VALVE RELOCATION TO BE DONE BY HASTINGS UTILITIES PRIOR TO CONSTRUCTION. STA. 55+30, 53' RT. TO STA. 55+30, 126' RT. BUILD 73 LIN. FT. OF BARBED WIRE FENCE. STANDARD PLAN NO. 714 STA. 52+12. 49.4' RT. ADJUST MANHOLE TO GRADE (BY OTHERS PRIOR TO CONSTRUCTION.) W STA. 52+25.7, RT. INSTALL 10 TONS ROCK RIPRAP TYPE 'B' ON 18 SQ. YDS. FILTER FABRIC AT OUTLET OF CULVERT. STA. 55+50, RT. INSTALL 25 TONS ROCK RIPRAP TYPE 'B' ON 43 SQ. YDS. FILTER FABRIC AT OUTLET OF CULVERT. i STA. 56+93, 32' RT. ADJUST FIRE HYDRANT TO GRADE. c� H enucciro SCALE 1" =50' 0) co MZ coz~ N 0 M O .0 ta3W 2 N T PROJECT MANAGER TO RELOCATE PROJECT Q AS SHOWN. SECTION LINE 0 N N io N 04 N + Z cc O I- O 0 N O w N CC t w ~ U Q LI! di O SEC. 30 -78N -HOW 9 O_ o \ \ \ N OD 0CO + + + 10 V M CO O) N to a0 z 1.2 o cc U O N W O V cc +o wQo ow to <1 A 50 SEC. 2©=T =GAJ VV EX STING SANITARY SEWER 4.00W\1/4 S `• S ��'. s ,\ d 1 ice: . %N ti N O OC9 M N t t',-9) + SECTION LINE 0 CC t-- O 1 fr 0 La H La tnocm U rno Q 0 U 11 N Z N 4 TIES: STA. 25+86.30, ON SECTION LINE, 5/8" IRON BAR NW CORNER SEC. 31-T8N-R9W NW 45.5' PK NAIL IN JOINT BETWEEN CONCRETE PAVING AND ASPHALT SHOULDER IN RADIUS ON LINE WITH THE FIRST EXPANSION JOINT WEST OF WEST EDGE OF SOUTH BOUND CONCRETE LANES OF HWY. #281 SW 48.5' PK NAIL IN JOINT BETWEEN CONCRETE PAVING AND ASPHALT SHOULDER IN RADIUS ON LINE WITH THE FIRST EXPANSION JOINT WEST OF WEST EDGE OF SOUTH BOUND CONCRETE LANES OF HWY. #281 SSE 36.7' PK NAIL IN JOINT AT TIP OF NOSE OF ISLAND NNE 37.0' PK NAIL IN JOINT AT TIP OF NOSE OF ISLAND W 11.6' Q JOINT OF SOUTH BOUND HWY. #281 LANES // STA. 38+20.00, ON SECTION LINE, MAG NAIL P.O.T. NO TIES, SET AT Q PAVEMENT STA. 47+39.00, ON SECTION LINE, MAG NAIL P.O.T. NO TIES, SET AT Q PAVEMENT STA. 50+00.00, %" REBAR NW CORNER SEC. 32-T8N-R9W NE 53.1' PK NAIL IN NW FACE OF CORNER FENCE POST NNW 41.5' PK NAIL IN TOP CENTER OF EAST END 48" CORR. W 32.3' PK NAIL IN NORTH FACE OF EAST ABUTMENT PILING NW 44.8' PK NAIL IN EAST FACE OF EAST ABUTMENT PILING v c ZD 4 \ \ \ 1- OD CO o, O + + + + + a SAN V PROJECT FUTURE STORM SEWER METAL P PE FOR R.R. TRESTLE FOR R.R. TRESTLE M 0 0 O J a 0: PEDESTRIAN SEC. 31 -7801 -HOW 0 N N \ 0 •\ SECTION LINE tb CO CO0 N_ N W 04 M RE -USE PIT -07-- X n EXISTING WATER MAIN SGC. O v v i Z N MITIGATION AREA EXISTING CHANNEL X 55 -+ii:Eyr X -4- RELOCATED CHANNEL 0 0 0 0 0 0 • 0 0 0 • 0 0 0 M M M M M m N 0 O 0 0 1- W O M to V C' l0 + + + PROJECT NUMBER SHEET NO. BR -2038(1) 3 SECTION LINE & Q PROJECT CN 42445 60 W1 RIM N P CD N M M W EXISTING FIRE HYDRANT DESIGN SPEED 35 mph TIES: A W STA. 60+44.00, ON SECTION LINE, 3/8" REBAR P.O.T. NNE 36.5' TO NAIL IN TOP OF FENCE POST NNW 34.4' TO NAIL IN TOP OF FENCE POST STA. 76+54.50, 1/2" PIPE N %/q CORNER SEC. 32-T8N-R9W SW 46.2' "X" NAILS IN POWER POLE SE 47.0' "X" NAILS IN POWER POLE NE 47.9' "X" NAILS IN POWER POLE NW 46.5' "X" NAILS IN TELEPHONE RISER POST ALL BANDS FOR CORRUGATED METAL PIPE SHALL BE 2'-0" WIDE (MINIMUM) UNLESS APPROVED BY THE ENGINEER. 1940 B::M. #1 Xs T -A. 46::::41:: 'ON :NUT QF=.I:REt::H:YD 5' fT. E-LE:V:.....- :1906 RANT :66 B:.:N14 #2: STA, 54: SPIKE. :9....2.7. .:N P.oWER LTA... EL:EV P014E . =...;193 1 1940 1930 BEGIN -2 ST. 47+52 'x401.CRUSH_D ROCK SURFACE..COUR_SE 1930 1920 BEGI STA. 2 7'+40 BEGIN- PROJEG _N...CONSTRIJCT.I ON. STA. 5:9+5:0: ENp PROJECT END-CONSTRUCT-1ON ND ---2'. x.40' CRUSHED -.ROCK. SURFACE COURSE: 1920 1910 PI:ST'A = 4 PI ELEV = VC:=i0Q.0:0::: K = $9:::10::: 8+:02::00 9:007::$ -PI ..STA - =--.5.0.+00 0 PI ELEV...=. -1903..0 VC.=280..00. 1( =, ..5.18.34 1910 1900 1890 STA ELEV 0.750% = 47+52:00 = 190:1.2 - 1-:098% 0.1.98% -- ---- .rte ---r =:r 1900 .-••••-4 .444 4444 so".r --.-.M1444. PI STA = 58:+00.000 PI ELEV. = 1:90:4_5 vc:=320.0:0 K = 125::39 ST.A...=. ELEV = . 59+50:00 :1908.:4 1890 1880 1870 FL EXISTING 24" P = 18$4:38....... W VC •SANITARY SEWER.. -LI E V 4 W T :r 0) : re) co T 0 N . 1-44 O) O) M C My c. (fi 188448 to T co 0- 14.O O 4 T 0' • 01 0 O' N 0) 0) 144 1880 1870 1860 N it O' o o•_ .iin tn .4.: 4'..:.... R cool 01 ao 0oD 0 ao : aD CO • 10 0 : 0 I -CID th N CO rite; : In .IA 10 W CO : W C0 CO 1850 45 46 47 N 10 + 48 (0 M ON O' to : + tit + ++ 49 N N M 10 : 00 © : ti to : oo ++ 0-1- 0.0 - ++ 50 0) 51 .4....*-..I.tnio. 10....M.flM.M. x....01..0?. O?..CP CO OD CO OD CO • 52 t)D' 0 (.0 co co 0 CO 0 0) O 0 . 0) cn 0) 0) to 0 o1 1860 53 54 55 56 0 40 57 10 58 59 6 0 1850 +20 +30 +40 +50 49+30, 49+82, BUILD 30'x TYPE ON I S-A EXC. FILL 2 VWIT NLET A DARD F = 142 = 13' 79. 76.6' RT. TO 79, '6.6' RT. +10 +70 +80 +9 0 0-00 + 0 +20 30 +40 PROJECT NUMBER BR -2038(1) SHEET NO. 4 HORIZONTAL SCALE: 1"= 5' VERTICAL SCALE: 1"= 5' 52' CULVEiT P'PE i =CARED END SECTION VD OJTLET 'N AREA IVL LAN NO. 410-R3 CU. YDS. ET STA. 49+82. BLIL) AREA TYPE C. SPE. X = 3'-6", CONCRETE, _ STEEL = 95 79. 76.6' RT. INLET WITH G iA CIAL P_AN 2-C RIM ELEV = 1 1.9 CU. YDS. L;S TE, 895 .E S-A. 49+82.79, '6.6' RT. TO CN 42 4 5 STA. 50+14.83, 76.6' RT BUILD 30" x 32' CULVERT P_PE TYPE 2 WIT4 'NLET IN AREA INLET. EXC. = 4 CU. YDS. FILL = 1 19 (15 10 (15 '2. • 2: COMPACTE D FTLZ ------ 8`4 8 I E T cL V. = 1 89 4. 5 0 +20 +30 +40 +50 A 1 1 'SUM ••=0•1•1••• No OM L a V. 18'0 0 '.1 IN LE r V. : 1 892. OJLET ELE V. 1 89' .0 +80 90 0-0 +0 +20 30 +40 50-00 -- - --Air --- -- gas -- A 0 9 60 1 •••• •• .._.._.. EA -c-4 A29 E.0 IN= =I V 0 s• • STA. 49+81.28 , STA. 49+94.19 , BUD 34 LN. DITCH LINIP,G 73.2' RT T7 103.5' R. F. OF CONCRETE - 8' V F f0 Assi 63 -MATCH EXISTING CONCRETE DITCH _INET$ 8'-0" 9t s VARIES X X 6"x6"x W4x W4 WELDED WIRE MESH WITH 6" LAP s TYPICAL CROSS SECTION OF DITCH LINER NOTE: WIRE MESH SHALL NOT BE PAID FOR DIRECTLY, BUT SHALL BE CONSIDERED SUBSIDIARY TO DITCH LINER OUTLE- ELEV. = 189: AA +60 +'0 *k • L a V. 18'0 0 '.1 IN LE r V. : 1 892. OJLET ELE V. 1 89' .0 +80 90 0-0 +0 +20 30 +40 50-00 -- - --Air --- -- gas -- A 0 9 60 1 •••• •• .._.._.. EA -c-4 A29 E.0 IN= =I V 0 s• • STA. 49+81.28 , STA. 49+94.19 , BUD 34 LN. DITCH LINIP,G 73.2' RT T7 103.5' R. F. OF CONCRETE - 8' V F f0 Assi 63 -MATCH EXISTING CONCRETE DITCH _INET$ 8'-0" 9t s VARIES X X 6"x6"x W4x W4 WELDED WIRE MESH WITH 6" LAP s TYPICAL CROSS SECTION OF DITCH LINER NOTE: WIRE MESH SHALL NOT BE PAID FOR DIRECTLY, BUT SHALL BE CONSIDERED SUBSIDIARY TO DITCH LINER 70 63 53 40 33 20 1 3 rt 1 3 2 0 33 4 0 5.3 60 PROJECT NUMBER BR -2038(1) SHEET NO. 5 STA. 5'+ EXISTI G ON A ° E C. = 4 25. 70 24 SK C "x EW U. 5 0' C YD EN S. 0"R. M 0 E. ET AL PIPE HORIZONTAL SCALE: 1"= 5' VERTICAL SCALE: 1"= 5' C N 42 425 PROJEC 19 03.1 1 E ISTI A 0° S BIILD T PE VERT PIPE ON 0 INL STANDA E C. = FILL = PlhA INWAftikedigallitTingtV X S ST IN G 12' -IN-PL AC E CUL VE RT PIP CONN ECTIVG B4ND ien EXISTING 24" CULL EFT PI E RE I'VE \ 1R4S MINIM COMPACTED FI L E (CONTFACTCR TO FIELD V RIS SA ERI TI VI - FL NG 24" ARY SE = 198 FY LOCAT P C WER 4.44 IO N) I 70 1' 0 6P 53 1+0 4p 93 30 7 2b 1 3 c 1 0 20 60 50 4 30 1 40 T 0 80 3 30 40 Q C ONCR ET E B 0 X C UL VE. RT 1 C PR f1.1RY:- 902.3 STA. 49+1 STA. 50+ BL ICA 30 TYPE 2 W ON INLET BOX CLL STANDAR, EXC. = 4, FI_L = 7 6..30. 20.15 _TT f 1.44, x 34 TH F AND RT. 65.7' LT. CULVERT LARED EN OUT E." I PI D N 0 PE SECT ION CONCR E TE P_A CU. V V0. 410 YDS. -R 3 & ;1 OEMS 1 ARC MISS .— 1RQ5 IP LE T EL EV 18 9 .3 1 RgCI (C ON TF AC TC R TC EXISTI VG 24" PVC SANITARY SEWER FL = 1886.46 C MPAC TE D FI L 189 FIELD VERIFY L'CATION) 1' 1 7TH 60 50 40 35 25 30 40 53 6� PROJECT NUMBER BR -2038(1) SHEET NO. 6 HORIZONTAL SCALE: 1"= 5' VERTICAL SCALE: 1"= 5' 4.. ..r ''R' ►'i1 fit►', ttigia SW4701,1111111,1MsiTin t S-A. 55+50 BUILD 24" x 94' CULVERT TYPE 2 CN A 0° SKEW PIPE NI—H FLAPEC END SEC—ICN ON IVLET AND OUTLET S—ANDARD PLAN NO. 41C —R3 & 41 EXC. = 67 U. YDS. 4. PROJECT FILL = 8' 19 S 1904.0 19 no r 0 M ROc cc v 501 7,� _y ---- - tea. a 2,-7 cLL Na 190n 1 55 50 1- 9 Step 189 3.2 Aik 3'- 3955% \ 19 90 INLET EL EV = 1893.2 N r MalitigaMMOWSWA OU - LET ELEV = 1892.8 101_0„ 1R90 EXISTING 24" PSC SAVI-ARY SE WE R FL 1885 .41 (C ON TR AC TOR TO F IELD VERIFY LCAT [ON) T 70 60 50 13 13 4 70 w L 1.1 ■ ■■ ■■ ■■ 30 40 53 6� PROJECT NUMBER BR -2038(1) SHEET NO. 6 HORIZONTAL SCALE: 1"= 5' VERTICAL SCALE: 1"= 5' 4.. ..r ''R' ►'i1 fit►', ttigia SW4701,1111111,1MsiTin t S-A. 55+50 BUILD 24" x 94' CULVERT TYPE 2 CN A 0° SKEW PIPE NI—H FLAPEC END SEC—ICN ON IVLET AND OUTLET S—ANDARD PLAN NO. 41C —R3 & 41 EXC. = 67 U. YDS. 4. PROJECT FILL = 8' 19 S 1904.0 19 no r 0 M ROc cc v 501 7,� _y ---- - tea. a 2,-7 cLL Na 190n 1 55 50 1- 9 Step 189 3.2 Aik 3'- 3955% \ 19 90 INLET EL EV = 1893.2 N r MalitigaMMOWSWA OU - LET ELEV = 1892.8 101_0„ 1R90 EXISTING 24" PSC SAVI-ARY SE WE R FL 1885 .41 (C ON TR AC TOR TO F IELD VERIFY LCAT [ON) T 70 60 50 13 13 4 70 100 90 80 7.0 60 50 40 30 20 1) C 10 20 30 PROJECT NUMBER BR -2038(1) SHEET NO. 7 HORIZONTAL SCALE: 1"= 5' VERTICAL SCALE: 111= 51 C V 42445 4 t -1 lattorsta 111.11CM11:4111FRWIttit ST A. BL IL BOX 49+60 ,5Q 3 TRIPLE 12'x9')4 1:2.2' CONCRET CLLVERT ON 45° SKEW LhB) TD t PPOJ RELA DE SI ECT WITH ENDS OF BOX SKEWED 65° TIVE Tb t BOK CU VER- AND WING GN FROM 30K )ULVtR- ON A 2S° SKEW. WITH OL TL 5P EC SOPE INLET AND PAVED ET APRON IA_ PLAN NO. 1-C. PROJEC- CONC RETE = (4.131 x 132) + 33.92 + 13.9 + 13.E = 60E.6 CU. YDS. STEE L = (419.4 x 132) + 2713 + 2B3 = 58,357 LBS. FI_L = 1' i-- WARP FILL 1902.39 AT CULVERT SKEW 4 49 60.5 1gnn 50 1695 4.1.1.1 Mawr ._ _ ,_ APRON ELEV. = 1892.00 1890 _ ••••..—••• 1 30" REINFORCED CONCRETE PIPE — - — - 1 1960 SKEW 45° 189"5 4° 60.5 1690 'RR5 FL _LEV. = 169 ).92 EXISTING 24" PV;, SAMITARY SEWER 100 30 90 =L = 1884.33 (CONTRACTOR TO F:ELD VERI"Y LOCATION) 80 70 60 50 40 310 20 1]) 20 10 _ 10 20 30 40 50 60 C 10 210 1685 30 40 50 70 80 90 100 1' 0 120 map im• WARP =ILL 7 --AT CU -VERT 9nn 0 -49 1 R95 _ • -- lama 19'1n SKEW 45° 60,5 R90 RR5 3Q" REIN =ORCED CONCRETE PIPE FL ELEV. = 189Q.76 7- 1RA5 49 60.5 — OUTLET ELEV. = 1890.00 1R9n 16;5 30 27 1) 1D 20 0 1' 0 110 4 7+ oe 4 840C 494 oe 50+ oe 51+00 52+ 00 PROJECT NUMBER BR -2038(1) SHEET NO. 8 HORIZONTAL SCALE: N/A VERTICAL SCALE: N/A 4 42'44 5 1/4 \ SECTION LINE & Q Pq0JECT 1 -"" L 1 -al \ LIv1I S UF BOX - CULVERT EKCWAT ON - STA. 4E+60.50 :04CRETE BOK CULVERT <41 \ / \ N \\N. • \ _ cia; ‘111 • .ASIVANAtZ444 N. L.41411VAVAXGRIMA," LIMITS 0= HNNNEL EXCAVATION .4-cdetYlIWAVANYA.V711" ‘. WM AV .t. WAYMIrIa" ‘1.4.WaNitt).Wr von* r LI Cl MITS0= 1_11ERT EXCAVATION 1/4 -IMITS OF CHANN EXCAVATION EL SECTION LIN E • N 4-. •0° 47+ 00 Z84 00 +70 +60 +50 +40 49+00 +30 +20 50400 1+ 00 EXCAVATION FOR TWO ENDS CONSISTS OF NEAT EXCAVATION FOR BARREL TURNDOWNS, WING FOOTINGS AND FOOTING TURNDOWNS, BUT ONLY FOR THE PORTIONS BELOW FLOW LINE. CONCRETE BOX CULVERT EXCAVATION: 38 (SF) x 130.34' = 4,953 (CU. FT.) 4,953 (CU. FT.) / 27 = 183 (CU. YDS.) EXCAVATION FOR TWO WING ENDS = 19 (CU. YDS.) TOTAL CBC EXC. = 202 (CU. YDS.) 524 00 +0 0 -"••••„„, :7 DESIG4 EARTHWORK FILL =0 (Sh +'0 +60 +50 +40 +30 +20 +0 +0 +20 +30 +40 0 0 a) rfc Front face of wing wall SECTION OF BOX CULVERT W-6 • ta q SECTION X -X (tYP•) -3 nt (typ.) F-3 W-5 bars to be placed when rise Is 6'-0" or greater (typical). TW No, 4 bars at 18" FRONT No, 4 bars at 18" ctrs. t I Varies 6" 8 CV i No. 4 bars (typ.) No. 4 bent bars at 18" ctrs. No. 4 bars (diagonal) 3/8 ij12 BACK W 10 bars W-8 bars [Varie4 Varies F.1' -°'a 9" W-7 bars W-9 bars to match W-10 bars SECTION A -A Front face of wing wall T Protect Protect -- LEFT -HAND -BACK SKEW (with respect to ( protect) RIGHT -HAND -BACK SKEW (with respect to 1 protect) 4 AS Span /---Q Interior Wall 1 L TI No. 4 bars 2 -No. 4 bars SHORT WING rRadlus = TIl 2 LONG WING I / / 1 1 I \-\--1 S-8 bars (parapet) F-8 bars (turndown) Optional PARTIAL PLAN AT END (Right -hand -back box culvert skew shown. Left -hand -back Identical, but opposite -hand) PROJECT NUMBER SBEE''r Na BR -2038(1) 9 NOTES This structure Is designed In accordance with the AASHTO LRFD Bridge Design Specifications, Fifth Edition, Including subsequent revisions. 0 See design data for parapet width. If culvert Is skewed, see design data for number of F-8 and S-8 bars. 0 Spacing of the No. 4 bent bars shall be 18" when the barrel turndown Is cast as a unit with the barrel floor. If a construction Joint is used In the barrel turndown, then the spacing of bent bars shall be as follows: when the skew bar size is a No. 7 or smaller, the spacing of the No. 4 bent bars In barrel turndown Is 18", If skew bar size Is a No. 8, spacing is 14" and If skew bar size Is a No. 9, spacing is 10". No additional allowances will be made for additional No. 4 bent bars required because of reduced bar spacing. Spacing of the No. 4 bent bars shall be 18" in the wing footing turndowns with or without construction Joints. All concrete shall be class 47B-3000. The minimum covering, measured from the face of the concrete to the surface of a reinforcing bar shall be 3" for bars near the underside of culvert floor and wing footings, i%2" for skew bars at parapets, and 2" for all other bars, unless noted otherwise. Field bend and/or clip reinforcing bars to maintain minimum covering. All reinforcing steel shall conform to the requirements of ASTM designation A -615/A -615M, grade 60. All bar sizes are In customary U.S. units. Payment for reinforcing steel shall be based on quantities as shown, and no allowances will be made for additional steel used In making splices. Concrete and steel quantities per foot of barrel include concrete and steel in floor, walls and slab for a one -foot length of barrel as shown In cross section. The minimum lap for spliced bars shall be 24 bar diameters. Concrete and steel quantltles for two ends Include all concrete and steel beyond vertical planes passing through ends of barrel, plus an concrete and steel not included In the barrel cross section. Excavation for ends consists of neat excavation for barrel turndowns, wing footings and footing turndowns, but only for the portions below flow line. Transverse barrel bars, except skew bars, shall be placed normal to the centerline of culvert. Place F-3 bars midway between F-1 bars, W-3 bars midway between S-2 bars, and S-3 bars midway between S-1 bars. Spacing of F-5 bars equals ((number of barrels times the span length) plus (31e times the number of barrels)) divided by (number of F-5 bars minus the number of barrels). Spacing of S-5 bars equals (number of barrels times span length) divided by (number of S-5 bars), with first bar being placed one-half space from Inside face of wall. Place F-4 bars below F-1 bars and S-4 bars above S-1 bars if spacing Is not shown In the design data. The contractor shall have the option of using dowel bars to match vertical wall bars as shown In the Optional Bar Detail. No allowances will be made for additional steel required for bar laps. Construct fence connections In accordance with the Standard Specifications. C.N. 42445 STRUCTURE NUMBER 0000101210 DESIGN DATA REINFORCED CONCRETE BOX CULVERT DESIGN TRIPLE SPAN SPAN RISE FILL SKEW 12 FT. 9 FT. 1 FT. 25 DEG. BARREL SLAB THICKNESSES: BOTTOM SIDE TOP INTERIOR BARREL BAR DIMENSIONS A = 1'- 1.0" B = 2'- 2.0" E = 1'-10.0" F = 2'-11.0" 3 = 0'- 4.0" K = 1'- 8.0" BARREL REINFORCING STEEL BAR SIZE SPAC NO LENGTH F-1 5 12.0" 39'- 0.0" F-2 5 12.0" 3'- 9.0" F-3 5 12.0" 35'-11.0" F-4 5 12.0" 10'- 4.0" F-5 4 27 F-6 4 14 QUANTITIES (PER FOOT OF BARREL) CONCRETE 4.131 CY REINFORCING 419.4 LB PARAPET WIDTH = 8.0" WING ANGLES AND DIMENSIONS WALL THICKNESS AL = 20.6 DEG WL = 17'- 6.0" FL = 5'-10.0" xL = 6'- 8.0" STEEL FOR WINGS BAR SIZE SPAC w-7 4 12.0" w-8 4 12.0" W-9 4 12.0" w-10 4 12.0" (Tw) = 8.0" AS = 30.0 DEG w5 = 12'- 0.0" FS = 4'-0.0" XS = 4'- 8.0" DES LOAD HL -93 (TB) = 10.5" (To) = 10.0" (TT) = 14.5" (TI) = 8.0" C = 4'-10.0" G = 7'- 0.0" L = 6'- 6.0" WINGS FLARED WINGS ON TWO ENDS D = 2'- 5.0" H = 9'- 0.0" BAR SPAC NO LENGTH w-1 18.0" 10'- 8.0" w-2 12.0" 3'- 8.0" w-3 4 12.0" 4'- 9.0" W-4 4 18.0" 10'- 8.0" W-5 4 8 w-6 4 38 SIZE 4 5 TOTAL OF SKEW BARS AT TWO ENDS BAR SIZE NUMBER LENGTH F-8 4 4 42'- 8.0" 5-8 4 6 42'- 3.0" M = 1'- 4.0" P = 2'- 0.0" R = 1'-10.0" T = 6'-1.5" N = 1'- 6.0" Q = 3'-5.0" S = 1'-0.5" U = 4'- 10.0" NOTE: SEE PLAN VIEWS AND SECTIONS FOR PARAPET BARS, TURNDOWN BARS AND OTHER WING BARS. BAR 5-1 s-2 S-3 S-4 S-5 5-6 AT STATION 49+60.50 SIZE 5 4 644 4 WING SLOPE 2 : 1 SPAC NO LENGTH 10.0" 38'- 8.0" 12.0" 16'- 0.0" 10.0" 38'- 1.5" 10.0" 13'- 8.0" 48 14 QUANTITY OF SKEW BARS REINFORCING 283 LB QUANTITIES FOR WINGS ON TWO ENDS CONCRETE 33.92 CY REINFORCING 2713 LB EXCAVATION = 19 CY cr Q a_O WO J m 1-4 W J ~ � W 0 0 U W Lu CC h - u0 00 CD z ' UP CV Q gst E CS i DATE JANUARY 2013 CHECKED BY NDOR DETAILED BY JGH DESIGNED BY NDOR DIVISION ROADS - BRIDGE - DEPARTMENT NEBRASKA O fbras ka G L K K S-4 IIE S-6 (typ.) 1 S-5 (typ.) 14111/ Xy S -i W-6 at 18" ctr each face, staggered Construction Jo, F-5 (typ.) -,iX • Optional N N -0 -0 -0 -0 Construction Joint W-3 (typ.) W-1 (WI) W-4 (tYP ) F-1 F-6 (typ. .) 6" 8" F-2 (typ.) I I F-4 (typ.) rC C a) rfc Front face of wing wall SECTION OF BOX CULVERT W-6 • ta q SECTION X -X (tYP•) -3 nt (typ.) F-3 W-5 bars to be placed when rise Is 6'-0" or greater (typical). TW No, 4 bars at 18" FRONT No, 4 bars at 18" ctrs. t I Varies 6" 8 CV i No. 4 bars (typ.) No. 4 bent bars at 18" ctrs. No. 4 bars (diagonal) 3/8 ij12 BACK W 10 bars W-8 bars [Varie4 Varies F.1' -°'a 9" W-7 bars W-9 bars to match W-10 bars SECTION A -A Front face of wing wall T Protect Protect -- LEFT -HAND -BACK SKEW (with respect to ( protect) RIGHT -HAND -BACK SKEW (with respect to 1 protect) 4 AS Span /---Q Interior Wall 1 L TI No. 4 bars 2 -No. 4 bars SHORT WING rRadlus = TIl 2 LONG WING I / / 1 1 I \-\--1 S-8 bars (parapet) F-8 bars (turndown) Optional PARTIAL PLAN AT END (Right -hand -back box culvert skew shown. Left -hand -back Identical, but opposite -hand) PROJECT NUMBER SBEE''r Na BR -2038(1) 9 NOTES This structure Is designed In accordance with the AASHTO LRFD Bridge Design Specifications, Fifth Edition, Including subsequent revisions. 0 See design data for parapet width. If culvert Is skewed, see design data for number of F-8 and S-8 bars. 0 Spacing of the No. 4 bent bars shall be 18" when the barrel turndown Is cast as a unit with the barrel floor. If a construction Joint is used In the barrel turndown, then the spacing of bent bars shall be as follows: when the skew bar size is a No. 7 or smaller, the spacing of the No. 4 bent bars In barrel turndown Is 18", If skew bar size Is a No. 8, spacing is 14" and If skew bar size Is a No. 9, spacing is 10". No additional allowances will be made for additional No. 4 bent bars required because of reduced bar spacing. Spacing of the No. 4 bent bars shall be 18" in the wing footing turndowns with or without construction Joints. All concrete shall be class 47B-3000. The minimum covering, measured from the face of the concrete to the surface of a reinforcing bar shall be 3" for bars near the underside of culvert floor and wing footings, i%2" for skew bars at parapets, and 2" for all other bars, unless noted otherwise. Field bend and/or clip reinforcing bars to maintain minimum covering. All reinforcing steel shall conform to the requirements of ASTM designation A -615/A -615M, grade 60. All bar sizes are In customary U.S. units. Payment for reinforcing steel shall be based on quantities as shown, and no allowances will be made for additional steel used In making splices. Concrete and steel quantities per foot of barrel include concrete and steel in floor, walls and slab for a one -foot length of barrel as shown In cross section. The minimum lap for spliced bars shall be 24 bar diameters. Concrete and steel quantltles for two ends Include all concrete and steel beyond vertical planes passing through ends of barrel, plus an concrete and steel not included In the barrel cross section. Excavation for ends consists of neat excavation for barrel turndowns, wing footings and footing turndowns, but only for the portions below flow line. Transverse barrel bars, except skew bars, shall be placed normal to the centerline of culvert. Place F-3 bars midway between F-1 bars, W-3 bars midway between S-2 bars, and S-3 bars midway between S-1 bars. Spacing of F-5 bars equals ((number of barrels times the span length) plus (31e times the number of barrels)) divided by (number of F-5 bars minus the number of barrels). Spacing of S-5 bars equals (number of barrels times span length) divided by (number of S-5 bars), with first bar being placed one-half space from Inside face of wall. Place F-4 bars below F-1 bars and S-4 bars above S-1 bars if spacing Is not shown In the design data. The contractor shall have the option of using dowel bars to match vertical wall bars as shown In the Optional Bar Detail. No allowances will be made for additional steel required for bar laps. Construct fence connections In accordance with the Standard Specifications. C.N. 42445 STRUCTURE NUMBER 0000101210 DESIGN DATA REINFORCED CONCRETE BOX CULVERT DESIGN TRIPLE SPAN SPAN RISE FILL SKEW 12 FT. 9 FT. 1 FT. 25 DEG. BARREL SLAB THICKNESSES: BOTTOM SIDE TOP INTERIOR BARREL BAR DIMENSIONS A = 1'- 1.0" B = 2'- 2.0" E = 1'-10.0" F = 2'-11.0" 3 = 0'- 4.0" K = 1'- 8.0" BARREL REINFORCING STEEL BAR SIZE SPAC NO LENGTH F-1 5 12.0" 39'- 0.0" F-2 5 12.0" 3'- 9.0" F-3 5 12.0" 35'-11.0" F-4 5 12.0" 10'- 4.0" F-5 4 27 F-6 4 14 QUANTITIES (PER FOOT OF BARREL) CONCRETE 4.131 CY REINFORCING 419.4 LB PARAPET WIDTH = 8.0" WING ANGLES AND DIMENSIONS WALL THICKNESS AL = 20.6 DEG WL = 17'- 6.0" FL = 5'-10.0" xL = 6'- 8.0" STEEL FOR WINGS BAR SIZE SPAC w-7 4 12.0" w-8 4 12.0" W-9 4 12.0" w-10 4 12.0" (Tw) = 8.0" AS = 30.0 DEG w5 = 12'- 0.0" FS = 4'-0.0" XS = 4'- 8.0" DES LOAD HL -93 (TB) = 10.5" (To) = 10.0" (TT) = 14.5" (TI) = 8.0" C = 4'-10.0" G = 7'- 0.0" L = 6'- 6.0" WINGS FLARED WINGS ON TWO ENDS D = 2'- 5.0" H = 9'- 0.0" BAR SPAC NO LENGTH w-1 18.0" 10'- 8.0" w-2 12.0" 3'- 8.0" w-3 4 12.0" 4'- 9.0" W-4 4 18.0" 10'- 8.0" W-5 4 8 w-6 4 38 SIZE 4 5 TOTAL OF SKEW BARS AT TWO ENDS BAR SIZE NUMBER LENGTH F-8 4 4 42'- 8.0" 5-8 4 6 42'- 3.0" M = 1'- 4.0" P = 2'- 0.0" R = 1'-10.0" T = 6'-1.5" N = 1'- 6.0" Q = 3'-5.0" S = 1'-0.5" U = 4'- 10.0" NOTE: SEE PLAN VIEWS AND SECTIONS FOR PARAPET BARS, TURNDOWN BARS AND OTHER WING BARS. BAR 5-1 s-2 S-3 S-4 S-5 5-6 AT STATION 49+60.50 SIZE 5 4 644 4 WING SLOPE 2 : 1 SPAC NO LENGTH 10.0" 38'- 8.0" 12.0" 16'- 0.0" 10.0" 38'- 1.5" 10.0" 13'- 8.0" 48 14 QUANTITY OF SKEW BARS REINFORCING 283 LB QUANTITIES FOR WINGS ON TWO ENDS CONCRETE 33.92 CY REINFORCING 2713 LB EXCAVATION = 19 CY cr Q a_O WO J m 1-4 W J ~ � W 0 0 U W Lu CC h - u0 00 CD z ' UP CV Q gst E CS i DATE JANUARY 2013 CHECKED BY NDOR DETAILED BY JGH DESIGNED BY NDOR DIVISION ROADS - BRIDGE - DEPARTMENT NEBRASKA O fbras ka PLAN VIEW (without paved apron(s)) PLAN VIEW (with paved apron(s)) CRUSHED ROCK BASE COURSE Not to Scale SECTIONAL VIEW NOTE: ■ = Actual quantity for ends K // * = Per linear foot of barrel quantity f\\\\\\` Front face of wing wall Varies " rl • • • • Top of wing footing h CDCD L 0 O 0 0:1) 4- 0 4- M 8" 8" .1J Sheet Piling Bottom of wing footing t Burn or drill holes through sheet piling to allow for passage of reinforcing bars. OPTIONAL SHEET PILING TURNDOWN AT WING FOOTING (For' concrete box culvert wings) NOTES The wing footing thickness, shall be increased by an additional 4" around the sheet piling. Additionally, the distance from the top of the wingwail footing to the bottom of the sheet piling turndown shall be 3'-0" for rises of 5'-O" or less, and, 5'-0" for rises greater than 51-0". The wing footing extension shall be poured monolithically with the rest of the wing footing. All sheet piling, additional concrete, reinforcing steel, preparation, equipment, tools, labor and incidentals necessary to complete the work shall be supplied at no additional cost to the Department. All sheet piling shall be Interlocking. Steel sheet piling shall have a 7 gage thickness (minimum), Plastic sheet piling may be used with permission from the Bridge Division. F-8 skew bar Flowline at end of CBC Place third F-8 skew bar here when required h h 0) L 0 Io L() a 0 m LS" 0 L 0'en to O Ill 1 11 N, No. 4 bars e Burn or drill holes through sheet piling to allow for passage of reinforcing bars. —Sheet Piling OPTIONAL STEEL SHEET PILING TURNDOWN AT END OF BARREL FLOOR (Longitudinal section taken at mldspan) Culvert pipe 2 -No. 4 diagonal bars (Typ.) Place No. 4 diagonal bars around pipe openings when a culvert pipe Is required through CBC wall or wing wall. DIAGONAL REINFORCING AROUND CULVERT PIPE Not to Scale 3" Z 0D No. 4 bent bars at 18" ctrs. (typ.) R=6' At Inlet W-10 bars (back face No. 4 bars at 18" ctrs. (front face) A = 2 -No. 4 bars 1 FI 6 { W-7 bars XL or XS A W-8 bars (back face) W-9 bars to match W-10 bars PROJECT NUMBER s bWr Na BR -2038(1) 10 No. 4 bars in parapet. Field bend and extend into wing as shown. L S-6 Bar 1 _h r A construction Joint through the barrel and wing footing turndowns !s permitted at or slightly below the level shown. �•= Longitudinal bars in wall. Field bend and extend 2'-0" Into wing. ELEVATION OF WING No. 4 bars (typ.) W-1 bars S-8 skew bars (typ.) At outlet SECTION THROUGH PARAPETS (Transverse slab bars are not shown) 30 times the W-1 (or W-4) bar. OPTIONAL BAR DETAIL A Dowel bars to match size and spacing of W-1 bars. 0 No. 4 bent bars F-8 skew bar Place third F-8 skew bar here when required. SECTION B -B (Transverse floor bars are not shown) No. 4 bent bars at 18" ctrs. No. 4 bars f SECTION THROUGH 12" OR 16" PARAPET (IF REQUIRED) (Showing double row of bent bars) 0 See design data for parapet width. C. N. 42445 STRUCTURE NUMBER C000101210 i col a DATE JANUARY 2013 CHECKED BY NDOR DETAILED BY JGH DESIGNED BY NDOR DIVISION ROADS - BRIDGE O z a a.raz1A NEBRASKA 0 itz tn fbras kc a \4Ii t\ :cry'i ACKARD •• ; E E-10838 _ i SPECIAL PLAN NO. 1—C Match this point with an sloped apron. Match this point with a flat apron. 0 � i i Flat apron Ilne.� Sloped apron line -- i i i 6x6xW4xW4 (4 gage) W.W.F. iS�ss_ AIMIIMEMM .■■■.■■■, IMMMEI I■■■■■■■■1 • • • 'mill=111111 1=111111: 11111-11i11c==u11-11 BI Elev. "B" No. 6 bars at 12" ctrs. GENERAL PLAN NOT TO SCALE NOTE: NO. 4 BARS AT 18" CENTERS SHALL BE USED IN LIEU OF THE WELDED WIRE FABRIC FOR THIS PROJECT. Match this point with a flat apron. Match this point with an sloped apron. Sloped apron line Break bond between apron and wingwall or footing 6x6xW4xW4 (4 gage) W.W.F. BUILD NOTE: Pour 6" concrete apron with a 3'-0" turndown between culvert wings at elevations shown. Elev. "A" See Detail "A" - CONCRETE BOX CULVERT FLAT APRON SLOPED APRON 1 1 1 --Flat apron line. SECTIONAL ELEVATION NOT TO SCALE PROJECT NUMBER SST NQ BR -2038(1) 11 NOTES All concrete used shall be Class 478-3000 and shall be pald for under the Item "Class 478-3000 Concrete for Box Culvert". All reinforcing steel shall conform to the requirements of A.S.T.M. designation A615/A615M, Grade 60. All concrete surfaces to be In contact with the new work shall be thoroughly cleaned before placing new concrete. The minimum covering, measured from the face of the concrete to the surface of any reinforcing bar, shall be 2", except as shown. Field bend or clip reinforcing steel to allow for minimum covering. The 6x6xW4xW4 (4 gage) Welded Wire Fabric and No. 6 bars (If required) shall not be pald for directly, but shall be considered subsidiary to other Items for which payment is made. All materials, equipment, tools, labor and other incidentals necessary to complete the work, as shown on this plan, that are not paid for directly shall be considered subsidiary to the item "Class 478-3000 Concrete for Box Culvert". Before ordering any materials, the Contractor shall make a detailed field inspection of the existing structure verifying all dimensions and reporting to the Englneer any discrepancies between his measurements and those shown on these plans. All materials removed shall become the property of the Contractor and shall be removed from the protect. All grout used shall be an approved non -shrink type according to the Nebraska Standard Specifications. If the Concrete Box Culvert is existing, %g" 0 X 1'-0" holes shall be drilled starting 1'-0" from the outside edges of the apron along the outside face of the existing concrete box culvert turndown at 12" centers. If the Concrete Box Culvert is existing, all No. 6 bars shall be placed at the depth and grouted in as shown on the plans. If the Concrete Box Culvert is new, all No. 6 bars shall be placed as shown on the plans. BOX AND APRON INFORMATION (ONE APRON) STATION SPAN, FT RISE, FT # OF BARRELS SKEW * ELEV. "A" ELEV. "8" CONCRETE, CY 49+60.5 12 9 3 25 1892.00 1890.50 13.9 49+60.5 12 9 3 25 1890.00 1890.00 13.5 * THE CONCRETE 80X CULVERT IS SKEWED 45° (LHB) TO THE CENTERLINE OF PROJECT. THE ENDS ARE SKEWED 25° FROM A LINE PERPENDICULAR TO THE CENTERLINE OF THE BOX CULVERT Drill 7/8" 0 x i'-0" holes at 12" ctrs. (for existing C.B.C. only) f the C.8.0 Into 78" 0 x 1'-0" place Fleld6bend . Is existing, grout No. 6 bars holes. If the C.B.C. Is new, Into fresh concrete as shown. bars to match slope of Apron. DETAIL "A" NOT TO SCALE NOTE: THIS PLAN IS TO SHOW THE GENERAL PLACEMENT OF A CONCRETE APRON, BOTH SLOPED AND FLAT. THE SIZE, SKEW AND NUMBER OF BARRELS VARIES. C.N. 42445 STRUCTURE NUMBER 0000101210 CONCRETE BOX CULVERT APRON 1— ect w co cc o Q= co cu Z 1 S o czzz zot44 Is� STA. 49+60.5 DATE: DECEMBER 6, 2011 CHECKED BY: MWM DESIGNED BY: JJW r-1 GNI1 r -i r4 GNI a LINCOLN, NE ASSOC., INC. W U z fbras ka -Feb_ 25, 2.013 SPECIAL PLAN NO. 1-C ROADWAY DESIGN DIVISION Computer: DRDESIGN55 User: dor13017 Date: 13 -MAR -2013 09:34 O O 0 c N M O M 0 Q O O Lf)O N N Q .. NLi N O0 U.- r Li N F W w PIPE DIA. (IN.) MIN. "X" VALUE 15 2'-0" 18 7-3" 21 2'-9" 24 3`-0" 30 3'-6" 36 4'-0" 42 4'-6" 48 5'-0" B W403 INLET QUANTITIES "X"e VALUE GRATE TYPE "A" "Ye1_3_0e1, "Yr_3e_0" GRATE TYPE "B" DIY"=31_6", L'YI'e=3'_6" GRATE TYPE "C" e1Y"=21_611, 11Yr=4e_oul GRATE TYPE "D" "Y11=11-8",' YI1e=31_811 GRATE TYPE "E" L'Y'E=21_0", L'Yr=2L_0" GRATE TYPE "F" "r=1' -6", "Yr=1I_6r1 CONCRETE (CU. YDS.) STEEL (LBS.) CONCRETE (CU. YDS.) STEEL (LBS.) CONCRETE (Cu. YDS.) STEELCONCRETE (LBS.) (CU. YDS.) STEEL (LBS.) CONCRETE (CU. YDS.) STEEL (LBS.) CONCRETE (CU. YDS.) STEEL (LBS.) 7-0" 1.2 65 1.4 80 1.3 70 1.0 60 0.8 40 0.6 35 2'-6" 1.4 65 1.6 85 1.5 75 1.2 60 0.9 45 0.7 40 3'-0" 1.6 80 1.8 105 1.7 90 1.4 75 1.1 55 0.8 45 3'-6" 1.7 85 2.0 110 1.9 95 1.5 80 1.2 55 0.9 50 4'-O" 1.9 100 2.2 125 2.1 110 1.7 90 1.3 65 1.1 60 4'-6" 2.1 100 2.4 130 2.2 115 1.9 95 1.5 70 1.2 60 5'-0" 2.3 115 2.6 145 2.4 130 2.0 110 1.6 80 1.3 70 5'-6" 2.5 120 2.8 150 2.6 135 2.2 110 1.7 80 1.4 70 6'-0" 2.6 135 3.0 170 2.8 150 2.3 125 1.9 90 1.5 80 6'-6" 2.8 140 3.3 175 3.0 155 2.5 130 2.0 95 1.6 85 7'-0" 3.0 150 3.5 190 3.2 170 2.7 140 2.1 105 1.7 90 A 1 D D • O 8" D. ... O. 0 D 0 A PLAN VIEW 'g yl 8" • D 0 ,. L •_... ▪ ., •0 .... v... v _. , . ✓ D 0 O • D 0 D 0 D D 0. 0 D D 0 D 0 D 0 0 D D SECTION B -B B SEE DETAIL "A" (TYP.) 8" D 0 0 D D D •._ D 0 W403 ,ir". 8" D • D D D O SECTION A -A BENDING DIAGRAM L c c c v DETAIL "B" USE FOR PLACEMENT OF DIAGONAL BARS ONLY FOR GRATE TYPES "A", Wit AND FOR GRATE TYPES "E" 1,e 2" D 0 • 0 0 0 0 O . D D D D FOR GRATE TYPE "0" FOR GRATE TYPES "F" DETAIL "A" NOTES: PROJECT NO. SHEET NO. BR -2038(1) 12 C.N. 42445 IN NO CASE SHALL THE SPAN OF THE PIPE PLUS THE ADDITIONAL ALLOWANCE FOR THE SKEW OF THE PIPE BE GREATER THAN THE "Y OR "Y7" DIMENSION OF THE INLET WALL IT IS INTENDED TO PENETRATE, ALL CONCRETE USED SHALL BE CLASS 478-3000 AND SHALL BE PAID FOR UNDER THE ITEM "CLASS 478-3000 CONCRETE FOR INLET AND JUNCTION BOX': ALL REINFORCING STEEL USED SHALL CONFORM TO THE REQUIREMENTS OF ASTM DESIGNATION 4615, GRADE 60. ALL REINFORCING STEEL SHALL BE NO. 4 BARS AT 12" CENTERS (MAX.) UNLESS NOTED OTHERWISE. PLACE DIAGONAL REINFORCING AROUND PIPE OPENINGS AS SHOWN IN DETAIL "8". THE MINIMUM COVERING, MEASURED FROM THE FACE OF THE CONCRETE TO THE SURFACE OF ANY REINFORCING BAR, SHALL BE 2", EXCEPT AS SHOWN, FIELD BEND AND/OR CLIP REINFORCING STEEL TO ALLOW FOR MINIMUM CLEARANCE AND TO CLEAR PIPE OPENINGS. THE CAST IRON GRATES AND FRAMES SHALL CONFORM TO THE SPECIAL PLAN AND STANDARD SPECIFICATIONS AND SHALL BE PAID FOR UNDER THE ITEM "CAST IRON GRATE AND FRAME". EXCAVATION, BACKFILL AND DIAGONAL REINFORCING STEEL SHALL NOT BE PAID FOR DIRECTLY, BUT SHALL BE CONSIDERED SUBSIDIARY TO OTHER ITEMS FOR WHICH PAYMENT IS MADE. NO DEDUCTIONS HAVE BEEN MADE IN THE QUANTITIES FOR PIPE OPENINGS. ALL PIPES USED SHALL BE ROUND CORRUGATED METAL, REINFORCED CONCRETE, OR PLASTIC PIPE. SEE SHEET 2 OF 2 FOR GRATE DETAILS. AREA INLET WITH GRATE efliCEI SHEET 1 OF 2 PLAH 2© Z N ROADWAY DESIGN D Computer: DRDESIGN55 User: dor130 -MAR-2013 09:35 to 0 0 0 a� C M 0 M D 0 0 Loo N e N LL 0 -C) u NN U 1- 111 W W 0 N 1%" (TYP.) (ma ate J1 3'-O" 11 GRATE TYPE "A" CLEAR OPENING 5.1 SO. FT. WEIGHT CAST IRON 745 LBS. 3'-11%" 1 1 4n 4'-2" 1 FLOW GRATE TYPE "D" CLEAR OPENING 3.4 SO. FT. WEIGHT CAST IRON 555 LBS. 3f/ 1%" (TYP.) %" (TVA) 4 4 4 4 4 4. 4 4 4 4 4 4 4 4 4 4 4 4 4 4 3'-6" 7J 4'-O" 4" r alb INNS GRATE TYPE "6" CLEAR OPENING 6.6 SO. FT. WEIGHT CAST IRON 990 LBS. 3" (TYP.) 13/4" (TYP.) r 13„ (TYP5 1' r ITYP.) H GRATE TYPE "E" CLEAR OPENING 2.3 SO. FT. WEIGHT CAST IRON 265 LBS. 1%" (TYP.) 3" (TYP.) 1%" (TYP.) a/" (TYP.) flUflWEP GRATE TYPE "F" CLEAR OPENING 1.3 SO. FT. WEIGHT CAST IRON 175 LBS. 2'-9%" 13/4" (TVP. ) 1" (TYP.) 4 4 4 4 4 11 2'-6" 1' 3'-0" MEND ari REINER ari air ) h ;41 - PROJECT NO. SHEET NO. BR -2038(1) C.N. 42445 GRATE TYPE "C" CLEAR OPENING 5.5 SO. FT. WEIGHT CAST IRON 825 LBS. NOTE: THESE GRATES ARE NOT TO BE USED IN AREAS THAT ALLOW BICYCLE TRAFFIC. AREA INLET WITH GRATE SHEET 2 OF 2 Wfl©DAL :L AH 2© ROADWAY DESIGN DIVISION Computer: DRDESIGN55 User: dor1301 N N Date: 01 -FEB -2013 N 0 6" MIN. TEMPORARY SILT CHECK SECTION // / / /moi /i�iv// / 3" TO 6" TRENCH BACKFILL & TAMP SECTION A -A / N/XV / • /, FOAM TRIANGLE TEMPORARY SILT CHECK SECTION STAPLES FLOW .® "Ai ce\% i / ri��A \ \\. 2' TO 3' TOP OF SLOPE SECTION D -D ' TO 3' STAPLE CONCRETE CURB FOAM TRIANGLE TEMPORARY SILT CHECK SECTION DITCH LINE A 1011 FLOW y C 1 NOTE: SECTION A -A & B -B ARE TYPICAL FOR FOAM TRIANGLE, WATTLE & RIGID PLASTIC TRIANGLE TEMPORARY SILT CHECKS. 3" TO 6" TRENCH BACKFILL & TAMP FLOW .► \\ \ .x TOP OF SLOPE APRON STAPLES 6" MIN. />,,/,!��i�/ ,,\\!i\i.\!i, FOAM TRIANGLE TEMPORARY SILT CHECK SECTION SECTION B -B TEMPORARY SILT CHECK SECTION 3" TO 6" TRENCH BA 3" TO 6" TRENCH BACKFILL & TAMP 16" TO 20" FOAM TRIANGLE TEMPORARY SILT CHECK SECTION BACKFILL &TAMP STAPLES 1#. ���i��� 8" TO 10" FLOW ®► 4110.111004 r Ali%i��/�ce/i�/i�y� � ��/i��%�� /�`�� /. \4\ \ ">/\ / /1/4�`�/\\>A\y�,/ \i */ E APRON STAPLES 40FLOW iii/VesA �,��/� . • - ► FOAM TRIANGLE TEMPORARY SILT CHECK SECTION STAPLES -� DITCH LINE FLOW s► B - —� 2' O 3° f' TOf, 1 \:: . P I tea, ♦ FLOW y C 1 NOTE: SECTION A -A & B -B ARE TYPICAL FOR FOAM TRIANGLE, WATTLE & RIGID PLASTIC TRIANGLE TEMPORARY SILT CHECKS. 3" TO 6" TRENCH BACKFILL & TAMP FLOW .► \\ \ .x TOP OF SLOPE APRON STAPLES 6" MIN. />,,/,!��i�/ ,,\\!i\i.\!i, FOAM TRIANGLE TEMPORARY SILT CHECK SECTION SECTION B -B TEMPORARY SILT CHECK SECTION 3" TO 6" TRENCH BA 3" TO 6" TRENCH BACKFILL & TAMP 16" TO 20" FOAM TRIANGLE TEMPORARY SILT CHECK SECTION BACKFILL &TAMP STAPLES 1#. ���i��� 8" TO 10" FLOW ®► 4110.111004 r Ali%i��/�ce/i�/i�y� � ��/i��%�� /�`�� /. \4\ \ ">/\ / /1/4�`�/\\>A\y�,/ \i */ E APRON STAPLES 40FLOW iii/VesA �,��/� . • - ► FOAM TRIANGLE TEMPORARY SILT CHECK SECTION STAPLES -� DITCH LINE FLOW s► B - —� 2' O 3° f' TOf, 1 \:: . P I tea, ♦ d 4.1 T ♦ ii - 7- - 7 - - - --T-/d7 TOP OF SLOPE PLAN VIEW FOR FLAT BOTTOM DITCH TOP OF SLOPE PLAN VIEW FOR V - DITCH • • INLET • - -♦ • ►- _ • ►.: ►.: -s.. • m• - ►., •►.' •►.' •►_' 4• ' • • • • • • • SECTION E -E ►-: , ►- • • • •P-•- -• -4 -► •.•• •.• •• :. :e •► • ••► : 'a:►. 2TO 3' a{ ov tollCONSTRUCTION AREA SEDIMENT AND WATER FLOW D ?-7 • STAPLES \ APRON I FOAM TRIANGLE TEMPORARY SILT CHECK SECTION Yis FOAM TRIANGLE TEMPORARY SILT CHECK SECTION SECTION C -C PROJECT NO. BR -2038 (t) c.N.h2 4 4 5 SHEET NO. C4 E * 13 GA. MIN. ROUND HEAD WIRE STAPLE_il STAPLE DETAIL NOTE: * 6"- 13 GAGE MINIMUM WIRE STAPLE OR ROUND HEAD WIRE STAPLE MAY BE USED IF 1/3 MORE STAPLES ARE USED. PLAN VIEW CONCRETE CURB APRON ON THE SIDE OF THE SILT CHECK SHOULD BE FOLDED UNDER THE TEMPORARY SILT CHECK SECTION AND STAPLED DOWN D FOR CONTINUOUS BARRIER PLAN VIEW FOR INLETS FOAM TRIANGLE OR WATTLE TEMPORARY SILT CHECKS —� 1 . P o W d 4.1 T UNDER BRIDGE NOTES: THE MANUFACTURER'S RECOMMENDATIONS FOR STAPLING PATTERNS SHALL BE FOLLOWED. TEMPORARY SILT CHECKS SHEET 1 OF 2 DAL PEA[ 3© ROADWAY DESIGN DIVISION Computer: DRDESIGN55 User: dor13017 Date: 01 -FEB -2013 12:43 N O C m a e O. co coO I N 0 O °)co _o O n\1 5i 0 C N LL� 1- W w N TOP OF SLOPE TOP OF SLOPE STAPLES RIGID PLASTIC TRIANGLE TEMPORARY SILT CHECK SECTION DITCH LINE RIGID PLASTIC TRIANGLE TEMPORARY SILT CHECK SECTION STAPLES DITCH LINE TOP OF SLOPE TOP OF SLOPE TOP OF SLOPE WATTLE TEMPORARY SILT CHECK SECTION DITCH LINE TOP OF SLOPE FLOW WATTLE TEMPORARY SILT CHECK SECTION DITCH LINE IPROJECT NO. BR-Zo38(') C.N•42445 SHEET NO. (5 CONSTRUCTION AREA 2" x 2" x 2' WOOD STAKES DITCH LINE TOP OF SLOPE TOP OF SLOPE 3" ABOVE SURFACE WATTLE TEMPORARY SILT CHECK SECTION 2" x 2" x 2' WOOD STAKE 1 /"e'r+' it* \1142 t ��//i % DIAMETER !IS j \Y\Y` OF WATTLE WATTLE TEMPORARY SILT CHECK SECTION STAPLE RIGID PLASTIC TRIANGLE TEMPORARY SILT CHECK SECTION MINIMUM 18" BELOW SURFACE NOTE: TRENCHING IS OPTIONAL FOR EXCELSIOR WATTLES ON BACKSLOPES & FORESLOPES STAPLES SECTION G -G SECTION F—F WATTLE TEMPORARY SILT CHECK SECTION STAPLES FLOW •► - FLOW INLET CONCRETE CURB DROP INLET SEDIMENT AND WATER FLOW le G STAPLES FOLD ALL FOUR CORNERS STAPLES WATTLE TEMPORARY SILT CHECK SECTION PLAN VIEW FOR CONTINUOUS SHEET BARRIER m oz• rx co cow i- + z NM U Fa- 3 W N z V) 45 T SEC. 30 -78M -ROW -EFd a TRACT. NO. 2 HASTINGS ECONOMIC DEVELOPMENT CORPORATION PART OF THE SE % OF SEC. 30-T8N-R9W PERM. EASE.= 0.15 ACRES TEMP. EASE.= 0.00 ACRES O N co oo W 0 M M tp N 141 W + N O 0 50 rd' %.1" \ 4° O \F9 \\ m \ 4 \ : P, 7 TRACT. NO. 1 \\ COLLEEN A. ADAM \S''T\ LOT 1, PRAIRIE HEIGHTS \ \ SECOND SUBDIVISION \\ PERM. EASE.= 0.12 ACRES TEMP. EASE.= 0.19 ACRES N• O • N u) N N N N M t + + + SECTION LINE O 0 CS cc, 0 csi h 0 IQ cn N ccI- z warn z I CVO o M o 0 0O 3 W II z cn 4 TRACT. NO. 3 BYRON L. BROWN & YLEEN P. BROWN PART OF THE SW '/4 OF SEC. 29-T8N-R9W PERM. EASE.= 0.00 ACRES TEMP. EASE.= 0.19 ACRES NEW ROW = 0.98 ACRES E. DIVERSION SECS. S -T 3m-noven 1n M 0) N N oot 55 N 0 0 l0 N O 0) PROJECT NUMBER SHEET NO. BR -2038(1) R1 CN 42445 CHANNEL LIMITS OF CONSTRUCTION NP d pp ad' • STA. 47+39.00 P.O.T SECTION LINE & Q PROJECT 6sA 0 •o °o _s oo I Qe O O © RE -USE PIT + �. 111 4/21KIMIncliranararArzararaverawararsi fa A;Irre iur W �� 1* a is �� OltsUMMEMWtAMMEW _.lMM•tM7M>•I S1M IP O O O t0 O z co I N M cj U W N 4 • SECTION LINE TRACT. NO. 7 CITY OF HASTINGS PERM. EASE.= 0.00 ACRES TEMP. EASE.= 0.37 ACRES NEW ROW = 0.09 ACRES 1 r L f t• 1. P't • , n N in m` b .' \ TIES: + + + \ op •\ • tzt:\ . \ STA. 25+86.30, 3' LT., 5/4" IRON BAR \\:••7 NW CORNER SEC. 31-T8N-R9W . • •\ • •\ NW 45.5' PK NAIL IN JOINT BETWEEN CONCRETE PAVING AND ASPHALT SHOULDER IN RADIUS ON LINE WITH THE FIRST EXPANSION JOINT WEST OF WEST EDGE OF SOUTH BOUND CONCRETE LANES OF HWY. #281 SW 48.5' PK NAIL IN JOINT BETWEEN CONCRETE PAVING AND ASPHALT SHOULDER IN RADIUS ON LINE WITH THE FIRST EXPANSION JOINT WEST OF WEST EDGE OF SOUTH BOUND CONCRETE LANES OF HWY. #281 SSE 36.7' PK NAIL IN JOINT AT TIP OF NOSE OF ISLAND NNE 37.0' PK NAIL IN JOINT AT TIP OF NOSE OF ISLAND W 11.6' Q JOINT OF SOUTH BOUND HWY. #281 LANES STA. 38+20.00, 3' LT., MAG NAIL P.O.T. NO TIES, SET AT Q PAVEMENT STA. 47+39.00, 3' LT., MAG NAIL P.O.T. NO TIES, SET AT I. PAVEMENT J W W N o N w SECS. 311 -713N -HOW STA. 50+00.00, 5/8" REBAR NW CORNER SEC. 32-T8N-R9W NE 53.1' PK NAIL IN NW FACE OF CORNER FENCE POST NNW 41.5' PK NAIL IN TOP CENTER OF EAST END 48" CORR. METAL PIPE W 32.3' PK NAIL IN NORTH FACE OF EAST ABUTMENT PILING FOR R.R. TRESTLE NW 44.8' PK NAIL IN EAST FACE OF EAST ABUTMENT PILING FOR R.R. TRESTLE R.O.W. LEGEND NEW CONTROLLED ACCESS PREVIOUS CONTROLLED ACCESS LIMITS OF CONSTRUCTION PREVIOUS R.O.W. NEW R.O.W. EXISTING PERMANENT EASEMENT TEMPORARY EASEMENT PERMANENT EASEMENT EXCESS TAKING EXISTING RAILROAD EASEMENT NEW RAILROAD PERMANENT EASEMENT NEW RAILROAD TEMPORARY EASEMENT AL Al AL AL S A AL r1:1:11:11:1:11:1:1:1:1:1:1:11 rn 0 O TIES: N N 0 O S�. 20S so •00 x0 Q60 APPROX. SEC. LINE O N \ c + STA. 60+44.00, 114" REBAR P.O.T. NNE 36.5' TO NAIL IN TOP OF FENCE POST NNW 34.4' TO NAIL IN TOP OF FENCE POST 04 N 0 N N N + 1-- 0 0 M TRACT. NO. 4 HASTINGS ECONOMIC DEVELOPMENT CORPORATION PART OF THE NE % OF SEC. 31-T8N-R9W PERM. EASE.= 0.07 ACRES TEMP. EASE.= 0.12 ACRES STA. 76+54.50, /2' PIPE N % CORNER SEC. 32-T8N-R9W SW 46.2' "X" NAILS IN POWER POLE SE 47.0' "X" NAILS IN POWER POLE NE 47.9' "X" NAILS IN POWER POLE NW 46.5' "X" NAILS IN TELEPHONE RISER POST SECS. v \ R t NOTE: ALL \o\ \C RELOCATED CHANNEL \vi \ \ P\ \%%\ \cci AREAS M M c0 01 TRACT. NO. 5 HASTINGS ECONOMIC DEVELOPMENT CORPORATION LOT 1, BLOCK 1, INDUSTRIAL PARK NORTH SUBDIVISION NUMBER 5 PERM. EASE.= 0.00 ACRES TEMP. EASE.= 0.00 ACRES NEW ROW = 1.66 ACRES TEMPORARY EASEMENT FOR CONSTRUCTION ACCESS. PERMANENT EASEMENT FOR ROADWAY, CULVERT, DITCH, BACKSLOPE, AND CHANNEL CONSTRUCTION AND MAINTENANCE NEW ROW FOR CHANNEL, BUFFER AND WETLAND MITIGATION CONSTRUCTION AND MAINTENANCE. NEW ROW FOR ROADWAY AND CULVERT CONSTRUCTION AND MAINTENANCE. SHOWN ARE ACRES UNLESS OTHERWISE NOTED LIMITS OF CONSTRUCTION TRACT. NO. 6 THALIA R. UTECHT PART OF THE NW I/4 OF SEC. 32-T8N-R9W PERM. EASE.= 0.31 ACRES TEMP. EASE.= 0.00 ACRES NEW ROW = 0.28 ACRES TRACT NO. 2 STA. 47+40 BEGIN PROJECT TRACT NO. 4 RANGE 9 WEST - 30 © 29 TRACT NO. 1 TRACT NO. 3 TRACT NO.7 - 31 TRACT !TRACT NO. 5 N0. 6 32 ©ENEE L sL PLAIN OWNERSHIP RECORD TRACT NO. OWNER DESCRIPTION TOTAL AREA OWNED TOTAL TAKING NEW TAKING EASEMENTS REMAINDERS SHEET TRACT NEW ROW PERMANENT TEMPORARY LEFT RIGHT NO. NO. 1 COLLEEN A. ADAM LOT 1, PRAIRIE HEIGHTS SECOND SUBDIVISION 0.00 0.12 0.19 R-1 1 2 HASTINGS ECONOMIC DEVELOPMENT CORPORATION PART OF THE SE IA OF SEC. 30-T8N-R9W 0.00 0.15 0.00 R-1 2 3 BYRON L. BROWN & YLEEN M. BROWN PART OF THE SW 1/4 OF SEC. 29-T8N-R9W 0.98 0.00 0.19 R-1 3 4 HASTINGS ECONOMIC DEVELOPMENT CORPORATION PART OF THE NE % OF SEC. 31-T8N-R9W 0.00 0.07 0.12 R-1 4 5 HASTINGS ECONOMIC DEVELOPMENT CORPORATION LOT 1. BLOCK 1, INDUSTRIAL PARK NORTH SUBDIVISION NUMBER 5 1.66 0.00 0.00 R-1 5 6 THALIA R. UTECHT, CAROL L. CURRY -FISHER & DAVID W. UTECHT PART OF THE NW % OF SEC. 32-T8N-R9W 0.28 0.31 0.00 R-1 6 7 CITY OF HASTINGS LOT 1, BLOCK 3 HASTINGS RECREATIONAL 2ND ADDITION 0.09 0.00 0.37 R-1 7 TOWNSHIP 8 NORTH • 11H-14' UTILITY EASEMENT STA. 59+50 END PROJECT 0 o0 P 0 0 Computer: DRCONSTRUCT24 User: tlor17005 Date: t0 -APR -2013 10:55 /'�►�`•►J ! pa) 410 INDEX OF SHEETS SHEET NO. 1 TITLE PAGE 2-T TYPICAL CROSS SECTION OF IMPROVEMENT 2-S SUMIARY OF QUANTITIES 2-W WETLANDS 2 WOE 2-N1 - 2-N2 GENERAL INFORMATION 2-L CONSTRUCTION 3 PLAN & PROFILE SHEET 4 - 8 DRAINAGE STRUCTURE CROSS SECTIONS 9 - 11 SPECIAL PLAN 1C 12' X 9' TRIPLE SPAN RC BOX CULVERT STA. 49+60.50 12 - 13 SPECIAL PLAN 2C AREA INLET WITH GRATE 14 - 15 SPECIAL PUN 3C TEMPORARY SILT CHECKS R1 RIGHT-OF-WAY INFORMATION X1 X11 CROGiG SECTIONS STANDARD PLANS STATE OF NEBRASKA AS BUILT PLANS DEPARTMENT OF ROADS PLANS FOR CONSTRUCTION 561 F5 502 SILT FENCE DETAILS 714 1 STR,NIB WIRE FEN66-, -833 ZRAFFIC-wN;110L 9030 6DRIRC AS -BUILT PLANS WORK PERFORMED BY: VAN KIRK SAND & GRAVEk., INC. [0 1` PREPARED BY: RYAN HAMILTON, C.M. DATE: IMO-- APPROVED BY: MARK MAINELLI, P.M. DATE: PROJECT WAS CONSTRUCTED AS PER PLAN UNLESS OTHERWISE NOTED MEETS OR EXCEEDS MINIMUM DESIGN STANDARDS OF THE BOARD OF PUBLIC ROADS CLASSIFICATION AND STANDARDS. CONVENTIONAL SIGNS R.O.W. LEGEND FENCE R.D.W. OR WIRE GUARDRAIL TRAVELED WAY DIKE CULVERT POWER POLE TELEPHONE POLE MAILBOX RAILROAD TRACKS MARSH TREE - CONIFEROUS TREE - DECIDUOUS 4 a assiononaperle 0 0 00 NEW CONTROLLED ACCESS PREVIOUS CONTRaLED ACCESS LIMITS OF CONSTRUCTION PREVIOUS R.O.W. NEW R.O.W. EXISTING PERMANENT EASEIENT TEMPORARY EASEMENT EXCESS TAXING PERMANENT EASEMENT EXISTING RAILROAD EASEMENT NEW RAILROAD PERMANENT EASEMENT NEW RAILROAD TEMPORARY EASEMENT R HASTINGS NORTHEAS ADAMS COUNTY R 10 W CO 1— STA. 47+40.00 BEGIN PROJECT BEGIN CONSTRUCTION STA. 47+52.00 BEGIN 2" X 40' CRUSHED ROCK SURFACE COURSE STA. 59+50.00 END PROJECT END CONSTRUCTION END 2" X 40' CRUSHED ROCK SURFACE COURSE R9W •J HASTINGS ti I . • • •/÷ x I• • 4- . ' POP. 25,224 . ' . • •I REFERENCE POST NO, TO REFERENCE POST N0. EXCEPTIONS: FROM STA. TO STA. TOTAL NET LENGTH OF PROJECT: 1,210.00 FEET 0.229 MILES PROJECT N0. SHEET N0. BR -2038(1) 1 \ CONTROL N0. 42445 A CONTROL N0. • CONTROL N0. THE 2007 EDITION OF THE NEBRASKA STANDARD SPECIFICATIONS AND THE SPECIAL PROVISIONS APPLY TO THIS PROJECT. THE WORK ON THIS PROJECT CONSISTS OF GROUPS 1 -GRADING, 4 -CULVERTS, 44 -CULVERTS, d 10 -GENERAL \ GROUPS 1 4 4A 8 10 ARE INCLUDED ]N THE LETTING OF JUNE 27. 2013 A GROUPS ARE INCLUDED IN THE LETTING DF • GROUPS ARE INCLUDED IN THE LETTING OF DESIGN DESIGNATION LOCAL ROADS AND STREETS RURAL TRAFFIC YEAR. 2013 7033 ADT 0 300 DHV• N/A N/A T. % D=_x N F C RURAL MAJOR COLI ECTOR DESIGN N0. ROA -2 WORK ON THIS PROJECT I5 AUTHORIZED PURSUANT TO THE CONDITIONS STIPULATED IN THE ARMY CORPS OF ENGINEERS GENERAL/NATIONWIDE/INDIVIDUAL PERMIT MI rim ■■■MEMIA■■11 ■■■■■■■■■■NI.k COORDINATING PROFESSIONAL 0 H PROJECT MANAGER TO RELOCATE PROJECT £ AS SHOWN. SECTION LINE SEC. X300 -TM -HOW o:n I \ _ ./ kl4�►�\fes £ PROJECT 1 ! \ `.' SEC. 26 -48N -HOW 50 EXISTING SANITARY SEWER 7 t SECTION LINE a' a _ gzira NN N 0.0 a3�W 11 ViZN4 TIES: STA. 25+86.30. ON SECTION LINE, %" IRON BAR NW CORNER SEC. 31-785-89W NW 45.5' PK NAIL IN JOINT BETWEEN CONCRETE PAVING AND ASPHALT SHOULDER IN RADIUS ON LINE WITH THE FIRST EXPANSION JOINT WEST OF WEST EDGE OF SOUTH BOUND CONCRETE LANES OF HWY. •28I SW 48.5' PK NAIL IN JOINT BETWEEN CONCRETE PAVING AND ASPHALT SHOULDER IN RADIUS ON LINE WITH THE FIRST EXPANSION JOINT WEST OF WEST EDGE OF SOUTH BOUND CONCRETE LANES OF HWY. 20281 SSE 36.7' PK NAIL IN JOINT A7 TIP OF NOSE OF ISLAND NNE 37.0' PK NAIL IN JOINT AT TIP OF NOSE OF ISLAND W 11.6' £ JO1NT OF SOUTH BOUND HWY. +'281 LANES STA. 38+20.00. ON SECTION LINE. MAO NAIL P.O.T. NO TIES. SET AT £ PAVEMENT STA. 47+39.00. ON SECTION LINE, MAO NAIL P.O.T. NO TIES, SET AT £ PAVEMENT STA. 50+00.00, %" REBAR NW CORNER SEC. 32-T8N-R9W NE 53.1' PK NAIL IN NW FACE OF CORNER FENCE POST NNW 41.5' PK NAIL IN TOP CENTER OF EAST ENO 48" CORA. METAL PIPE W 32.3' PK NAIL IN NORTH FACE OF EAST ABUTMENT PILING FOR R.R. TRESTLE NW 44.8' PK NAIL IN EAST FACE OF EAST ABUTMENT PILING FOR R.R. TRESTLE 0 ti 0 0 FUTURE STORM SEWER M O L. PEDESTRIAN TRAIL SEC. 311-78H-E9MN `\ \\ EXISTING WATER MAIN \. \ O O 55 AS BUILT PLANS W O + + + t0 00. RE -USE PIT PROJECT NUMBER SHEET N0. BR -2038(1) 3 CN 42445 SECTION LINE A £ PROJECT 60 w EXISTING CHANNEL In MITIGATION AREA 75ECTFDN LINE RELOCATED CHANNEL _ o t.'2" N 20 0 20 M Yl M SEC. 32-TON-Q©Mln + w EXISTING RE HYDRANT DESIGN SPEED 35 mph TIES; O d A w STA. 60+44.00, ON SECTION LINE. %' REBAR P.O.T. NNE 36,5' TO NAIL IN TOP OF FENCE POST NNW 34.4' TO NAIL IN TOP OF FENCE POST STA. 76+54.50, y2' PIPE N % CORNER SEC. 32-T8N-R9W SW 46.2' "X" NAILS IN POWER POLE 5E 47.0' "X" NAILS IN POWER POLE NE 47.9' "X" NAILS IN POWER POLE NW 46.5' "X" NAILS IN TELEPHONE RISER POST ALL BANDS FOR CORRUGATED METAL PIPE SHALL BE 2'-0" WIDE (MINIMUM) UNLESS APPROVED BY THE ENGINEER. 1940 .............. ..................... :DF::: "IRE::HY0�1AN1......:...':::::::::_::::::::::::::::::::: .... STJ4.:46�41" 55*...:AT....TCEV....._...'f9•1:15.6S................:::::.::_:::::::::::::::_::' ............... "::SPIKE ::: I I:::PflWER::f'DLB:::::::: I.... ..:: f ......................................... ....... _ ...... ......................................... 1940 1930 1920 1910 .. ......................... RUS4D.R.00z':::::'.. ::::; ....gEGIN_2'.x.40'•iRUSHEO•�ROLIC ..................,..�.... :cDUR56 ..................... ....BE$FN��PRf JEOT.:.......... 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'::STA: :..47452:8C.......... .EEEY.:=::.1901:2.:::::::::: . ........._;....-rte"::::::.... • ::'STA"'. "59+54.0e.............._y............ . P.I..ELEV...-...1504:5::7"":" ......................................z....................... ..::::::::::VC=300.00.:.....:::::::::::'::...:::...;..:..:::::::::::::::::::...::::: :: .......... ...........7: ...... ...................... . ........... ......... K:::::125:39 :::::::::::...::::::::::::::::::':: ............_.......... ..................._: 1900 1890 1880 1870 1860 1850 •.................. ....... ...........................,.................................... _.... _......................... ...........................................................................:...........:....:............ EXISTING 24". 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IIININEMO •■■••i-• �■■■w■ ■ww■wt ' ai EIBB '2 NCR TEMainiNE PIY ■w .11111 ■w NOM ■w ■wi ■w ■w ■�•■■ ■�■w1 ■1.•=1•wl NM MIN= _ 3 " R: IhFCR •,�;y s MEW=■-�.�!! SAII SE = 1 3 (COMM" 0 F • a• 'Y LOC T 01,1 MUMMER =.1 cur-• ■■I — w■ • 50 MNIIMEMENIIMIP 1 0