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Home My WebLink AboutURB-5527(1)INDEX OF SHEETS SHEET NO. 1 2-S 2 -Ti - 2-T2 2 -Al - 2-A2 3 4 5 6 - 11 12 13 - 15 16 17 - 18 19 TITLE PAGE SUMMARY OF QUANTITIES TYPICAL CROSS SECTIONS PHOTO MAPS GENERAL NOTES HORIZONTAL ALIGNMENT & ORIENTATION/R.O.W. PLAN CONTROL POINT/BENCH MARK DATA PLAN & PROFILE SHEETS PAVEMENT MARKING PLAN TYPICAL URBAN TRAFFIC CONTROL PLAN TEMPORARY PAVEMENT MARKING PLAN SPECIAL PLAN 1C TEMPORARY SILT CHECKS SPECIAL PLAN 2C EROSION CHECKS (ALL TYPES) & FABRIC SILT CHECKS X1 - X5 CROSS SECTIONS STANDARD PLANS 308-R1 LOCAL ROADS MAILBOX TURNOUT 502 SILT FENCE DETAILS 920-R5 (2 SHEETS) TRAFFIC CONTROL, CONSTRUCTION AND MAINTENANCE 922-R7 (2 SHEETS) TRAFFIC CONTROL FOR ASPHALT SURFACING 923 TRAFFIC CONTROL --ROAD CLOSURE CONVENTIONAL SIGNS R.O.W. LEGEND FENCE R.O.W. OR WIRE GUARDRAIL TRAVELED WAY DIKE CULVERT POWER POLE TELEPHONE POLE MAILBOX RAILROAD TRACKS MARSH TREE - CONIFEROUS TREE - DECIDUOUS f r d 1000 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 HASTINGS 1 ffigEiggiMI z r` F - STATE OF NEBRASKA DEPARTMENT OF ROADS PLANS FOR CONSTRUCTION SE OW1 OAT UNDO ILNDO 7th 12th 9 HIASTINGS ADAMS COUNTY UPRR 11) I) 0 12th St R 9 W 9 END PROJECT STA. 317+40.42 _In 9 7th Si Avalon Ln /: c Reniw:<(; 6 Ln x � (K!11`')- I Cron e,1 Armk Ln 'I 10 Durwood to oI asfan D( 1 •"-/to AG Se- C BEGIN PROJECT 287+65.00 Raflw _•--•--'---" REFERENCE POST N0. TO REFERENCE POST NO. EXCEPTIONS: FROM STA. TO STA. TOTAL NET LENGTH OF PROJECT: 2,975.42 FEET 0.564 MILES 465 PROJECT NO. SHEET NO. URB -5527(1) 1 ® CONTROL NO. 42637 ♦ CONTROL NO. ■ CONTROL NO. THE 2007 EDITION OF THE NEBRASKA STANDARD SPECIFICATIONS AND THE SPECIAL PROVISIONS APPLY TO THIS PROJECT. THE WORK ON TRIS PROJECT CONSISTS OF GROUPS 9 -BITUMINOUS k GROUPS 9 ARE INCLUDED IN THE LETTING OF DECEMBER 17, 2009 ® GROUPS ARE INCLUDED IN THE LETTING OF ■ GROUPS ARE INCLUDED IN THE LETTING OF COORDINATING PROFESSIONAL DESIGN DESIGNATION LOCAL ROADS AND STREETS MUNICIPAL TRAFFIC YEAR• 2010 2030 ADT: 6 680 10,087 OHM' T= 8 % D=_ N F.C. -MINOR ARTERIAL lialat U.S. DEPARTMENT OF TRANSPORTATION FEDERAL HIGHWAY ADMINISTRATION FULL OVERSIGHT PROJECT SUMMARY OF QUANTITIES BITUMINOUS SURFACING ITEMS GROUP 9 ITEM QUANTITY UNITS BARRICADE, TYPE II 500.000 BOAY SIGN DAY 152.000 EACH OVERLAY BROKEN LINES 89.250 STA OVERLAY SOLID LINES 178.500 STA FLAGGING 20.000 DAY FURNISHING AND OPERATING PILOT VEHICLE 10.000 DAY MOBILIZATION 1.000 LS GENERAL CLEARING AND GRUBBING 1.000 LS EARTHWORK MEASURED IN EMBANKMENT 1,925.000 CY REMOVE PAVEMENT 200.000 SY EXCAVATION FOR PIPE, PIPE -ARCH CULVERTS, AND HEADWALLS 4.000 CY 24" CORRUGATED METAL PIPE 19.000 LF 4" WHITE POLYUREA PAVEMENT MARKING, GROOVED 6,180.000 LF 4" YELLOW POLYUREA PAVEMENT MARKING, GROOVED 890.000 LE HYDRATED LIME FOR ASPHALT MIXTURES 23.000 TON ASPHALTIC CONCRETE FOR PATCHING, TYPE 104.000 TON SPS(0.5) ASPHALTIC CONCRETE, TYPE SP5(0.5) 2,170.000 TON PLACEMENT OF ASPHALTIC CONCRETE FOR DRIVEWAYS AND INTERSECTIONS 1,848.000 SY PERFORMANCE GRADED BINDER (64-28) 113.700 TON TACK COAT 2,020.000 GAL RENTAL OF LOADER, FULLY OPERATED 10,000 HOUR RENTAL OF MOTOR GRADER, FULLY OPERATED 5.000 HOUR RENTAL OF DUMP TRUCK, FULLY OPERATED 10.000 HOUR RENTAL OF SKID LOADER, FULLY OPERATED 10.000 HOUR RENTAL OF CRAWLER MOUNTED HYDRAULIC EXCAVATOR, FULLY OPERATED 5.000 HOUR WATER 46.000 MGAL EARTH SHOULDER CONSTRUCTION 61.508 STA COLD MILLING, CLASS 1 9,543.000 SY SEEDING, TYPE B 3.290 ACRE COVER CROP SEEDING 3.290 ACRE EROSION CHECKS, TYPE SYNTHETIC 378.000 LF FABRIC SILT FENCE -LOW POROSITY 615.000 LF TEMPORARY SILT CHECK 500.000 LF TEMPORARY SILT FENCE 500.000 LF TEMPORARY EARTH CHECK 500.000 LF MULCH 7.400 TON TYPES OF ASPHALTIC OIL TO BE USED TACK COAT: SS -I, SS -IN, CSS -I, OR CSS -IH PERFORMANCE GRADED BINDER AASHTO DESIGNATION M320 PROJECT NO. SHEET NO. 5527(1) 2-S C.N. 42637 Proposed Forth Shoulder Construction Showboat Blvd. - 7th Street to 12th Street Typical Cross Sections URB -5527(1) CN 42637 —2" Bottom Lift Asphalt Typical 4" Asphaltic Concrete, Type SP5 varies from 24' to 40' Existing Earth Shoulder SISS /SS t —Existing 8" Full Depth Asphalt / Remove 1"-i— Cold Milling Class I 24.0' to 40.0' — 2" Tap Lift Asphalt Typical 215 Typical -> Typical Section of Existing and Proposed Showboat Blvd. Station 287+65 thru 317+40.42 No Scale K C PROJECT NO. SHEET NO. 5527(l) 2-T1 Proposed Earth Shoulder Construction ON. 42637 ACITY OF HASTINGS, ENGINEERING DEPT. 0f' Box SHOWBOAT BLVD. -7th Street to 12th street NCB -5527W ON 02637 DegcrIpuln TYPICAL SECTIONS 612065 Er','55 B,B. Ma�✓b A ^� kE 3 of 21 sphaltic Concrete ype "SP -5" Sta. "B" •t Showboat Blvd. - 7th Street to 12th Street Typical Cross Sections URB -5527(1) CN 42637 100' tirra irreitiaarAvx Varies TYPICAL LUG DETAIL Typical Lugs (4" thick) shall be constructed at all existing field entrances and at locations shown on the plan sheets. If there is an existing lug, it shall be adjusted to meet the final grade. Existing Bituminous INLAY DETAIL Station "A" to Station "B" 317+40.42 287+65 Asphaltic Concrete Type "SP -5" 316+40.42 288+15 I i Varies _-_ i Sta. "A" Right -of -Way Line 22' yp. PROJECT NO. SHEET NO. 5521,,) 2-T2 05.42637 30' Inset Milled to / "Top Lift" Thickness Asphaltic Concrete Type "SP -5" Edge of Asphalt TYPICAL INTERSECTION OVERLAY DETAIL 10' Inset Milled to "Top Lift" Thickness ,— Asphaltic Concrete Type SP -5 7— Edge of Asphalt f TYPICAL DRIVEWAY OVERLAY DETAIL NOTE: Overlay of Existing Driveways shall consist of matching the depth at the edge of mainline and tapering to "Top Lift" thickness at existing return elevation approx. 5' inside of Right -of -Way line. Contractor shall be responsible for milling inset to "Top Lift" thickness at each driveway to match existing elevation. NOTE: At intersections where the sideroads are paved, and the "new" mainline is higher that the sideroads, the contractor will be required to overlay the intersection returns and sideroads to the distance shown from the edge of mainline on the Plan Sheets. The overlay depth shall match the edge of mainline and taper to the "Top Lift" thickness at Existing. Contractor shall be responsible for milling 30' inset to "Top Lift" thickness at End of Return. ACITY OF HASTINGS, \ ENGINEERING DEPT. 0 SHOWBOAT BLVD. - 7th Street to 12th Street 1/1105527(1) CN 4269 PICA. SECTIONS PROJECT NO. 552](1) SHEET NO. A7 ACITY OF HASTINGS, ENGINEERING DEPT. (7)O SHOWBOAT BLVD. - 71551reet to 12th Street 050-5527(1) CN 42637 NORTH Seale: 14N--41 0' N - PROJECT NO. SHEET NO. 5527(1) 2-A2 C.N. 02637 Cr✓ /t-2i—o9_: ACITY OF HASTINGS, ENGINEERING DEPT. 0 xo URN -552711) ON 42637 SHOWBOAT BLVD. - 7th Street to 12th Street SHOWBOAT BLVD. - 7th Street to 12th Street URB -5527(1) CN 42637 GENERAL NOTES MATERIALS- GENERAL REQUIREMENTS I. Type of Asphaltic Oil for Tack coat Tack coat required under this project shall be SS -1H. Water used to dilute emulsified asphalt shall be mixed in approximate 50-50 proportion with the oil. The rate of application of the diluted emulsified asphalt shall generally be from .10 to .20 of a gallon per square yard. 2. Asphaltic Concrete Type SP -5 asphalt according to State Specifications 3. Payment shall be made per ton asphalt and shall include all installation costs including, but not limited to sweeping and base preparation not otherwise provided for by separate pay item. NOTE: Contractor will take extra care to protect all survey markers, located in street, during construction. CONTRACTOR'S NOTE 1. Payment will be made for actual field quantities utilized and shall show precedence over contract estimated quantities. 2 All drives and approaches will be asphalted back, as directed by Engineer in field. 3 It will be the responsibility of the Contractor to dispose all pavement removal. 4 Contractor will be required to have all utilities located prior to start of work. 5. Cold Milling Quantity shall include inlays, intersection insets, and driveway insets. NOTES. Base Lift will consist of 2" Type SP -5 Top Lift will consist of 2" Type SP -5 Sub -base may require various patching to be determined by Engineer after milling operation and street has been cleaned. Driveway and Mailbox Turnouts will consist of Approx. 2112" Type SP -5 Millings are to become the property of the City of Hastings. Contractor shall haul milling to City of Hastings Landfill located at 725 S. Southern Hills Dr. and shall be subsidiary to the Unit Bid Price for Class 1 Cold Milling. The Contractor will be required to furnish borrow on this Project. Ends and returns on all roads, intersections, and driveways will be sawed prior to installation of Base Lift. Contractor shall use caution not to damage driveways during the removal of existing asphalt. Contractor is responsible to place Asphalt inset into all driveways. Contractor shall mill down V+- Class 1 Cold Milling as shown on typical Cross -Section " Contractor shall build B' earth Shoulders as shown on typical Cross -Section ** See Typical Cross Section sheet. PROJECT NO. SHEET NO. 5527(1) GN. 43237 SRN i ° ORNa3. N.,51 gra ill. a Po7^6^�-2L-0 A CITY OF HASTINGS, /Y\ ENGINEERING DEPT. �C SHOWBOAT BLvo. - 7th Street to 12th Street URB -5527(1) ON 4263 ASPHALT SPEC, a GENERAL NOTE SHEET BB. 6 Sore roma er. ,be. 47 287+00 Begin Project: Sta. 287+65 290+00 NORTH 00' 2'00' 020' 100' SHOWBOAT BLVD. CENTERLINE Point 1. N = 92498.46 E = 105807.91 287+65 Course from Point 1 to Point 2 N 0°56'51" W Dist. = 68.49 Point 2 N = 92566.73 E = 105806.78 288+33.49 Course from Point 2 to Point 3 N 051'52" W Dist. = 2654.49 Point 3 N = 95220.92 E = 105766.72 314+87.98 Course from Point 3 to Point 4 N 1 °28'33" W Dist. = 252+44.00 Point 4 N = 95473.14 E = 105760.23 317+40.42 295+00 Showboat Blvd. Right -of -Way Line 300+00 PROJECT NO. SHEET NO. 5527(1) 4 N. 42637 305+00 Point 2 Dint 1 __- _- _.305+00----- Right-of-Way Line _ -310+00.-. - - -___ -- Right -of -Way Line Right -of -Way Line Point 3 d) N -c N 315+00 1-'110VI POW N End Asphalt Pavement: Sta. 317+4 Point4 Right -of -Way Line End Project: Sta. 318+63.66 Showboat Blvd. Right -of -Way Line 7 44.24:g SEEN /$j CITY OF HASTINGS, f \ ENGINEERING DEPT. 0 SHOWBOAT BLVD.' 716, Street to 12th Street UBB'5527(1) CN 42637 Street Light Pole Utility Pole Control Point / Bench Mark Data URB -5527(1) CN 42637 Point No !dent./Station Offset to Sta. Northing Easting Elevation 2 CP2 / 288+33.49 0.00 9256673 105806.78 1911.42 101 CP101/292+43.64 41.27' RT 92977.46 105841.86 j 1910.89 102 CP102/305+46.83 41.32' RT 94280.51 105822.24 1912.63 3 CP3 / 314+87.98 0.00 95220.92 105766.72 1916.28 f� Showboat Blvd. Point 2 W 1/4 Cor. Sec. 9-7-9W County Surveyor Alum. Cap Stamped 448 NNE 56.89' Nail in Street Light Pole NE 62.32' Nail in Utility Pole SE 66.47' Nail in Top of Railroad Tie Nails = Double Headed FH W N_ • Utility Pole 0 N=92977.46 E=105841.86 Point No. (dent./Station Offset to Sta. Elevation Description FH / 292+31.79 41.12' LT 1912.80 NW Bonnet Bolt 101 CP101/292+43.64 41.27' RT 1910.89 Properly Pin 5/8" Rebar 102 CP102/305+46.83 41.32' RTj 1912.63 Property Pin 1/2" Iron Pipe I " All Elevations are GPS Elevations Point 101 5/8" Rebar, Property Pin NW Cor. R.O.W. East of Showboat WSW 83.26'" Fire Hydrant West side NW Bonnet Bolt SE 2.23 Nearest Face at Utility Pole * GPS Shot Distance [of Utility Pole Oct+' 1.32'1a_1 N=94280.51 E=105822.24 Point 102 1/2" Iron Pipe, Property Pin SW Cor. Windmill Stud Sub. NNW 38.10' Square Fence Corner Post SE 1.32' Nearest Face of Utility Pole W 9.65' Top Center of 18" C.M.P. Showboat Blvd. PROJECT NO. SHEET NO. 5521111 N. 42637 Street Light Pole Street Light Pole X Point 3 NW Cor. Sec. 9-7-9W Alum. Cap R.S. Parks Stamped 287 NE 54.26 Nail in Street Light Pole SE 62.04' Nail in Street Light Pole Nails = Double Headed ACITY OF HASTINGS, ENGINEERING DEPT. 04 SHIOWBOAT BLVD. ' 7th Street la 12th Street URB. 527 CN4 Control Point Banc 6/2009 oa 0 of Br SCALES'. PROJECT NO. 552:(1) 4285] SHEET NO. X X X Irre>iefr Showboat Blvci k1 290+00 291+00 292+00 BDlld 8" Asphalt Pavement Type SP5 tar Pa thing Station to Station side Tens 28)+65 W ]1)-0042 LT te NT 1040 100 000 O es — Wrilo 0000 nsVuotion Milled Inset E //1 Milled Inlay COLD MILLING CLASS 1 Type B Station to Station side Mit Maras 207465 to 292+00 L) & zT 100 000 O es 20+,05, to 202+2] 60 it P+00 T._.-- J90+52 22132' 2] 00 2] Li SEEDING Type B Sialion to Station oisl La 9 of Aaph _._—. 20 )01+0565 tto tot 22 _" 5000 R sT1 100 000 O es 20+,05, to 202+2] 60 it P+00 T._.-- J90+52 22132' 2] 00 2] Li 005 0.2^ SILT FENCE Station to siTion z90+ 0soto 291+00 OW POROSITY" side REMOVE PAVEMENT Station tStation Side ] ]+60 to 217+4147 lP roin9) Lf k 200.0 Sq. Yards 2000 CITY OF HASTINGS, /k ENGINEERING DEPT. CC pied SHOWBOAT BLVD. -)1h Street to 12t11 Street 000.111 on. UR&5627(1) ON 42637 Plan .end Peale 02000 —ik _+N De co 1043% F 1918 1916 1914 1912 1910 1908 1906 1904 1902 Sct Fence "Low Porosity" - 21' Erosion Check Type Synthetic PROJECT NO. SHEET NO. 5527(1) SE. 42837 Limits of Coneouclio o X X �.. Showboat Blvd. +00 292+00 29300 294-00 295+00 299+00 29]+00 40' Leg SCALES: 1"=20' HOP 0;03' { Milled Inset 21' Erosion Check I'ype Synthetic a)8 COLD MILLING CLASS 1 Station to Station iae I sn verds 292+00 to 207+00 i 0 lfr 11356.64 SURFACE DRIVEWAY - Asphalt Type SP -5 Tons Station Scoo_ Side 5q. Yards 296+5550 R B1 60.10 9.B] St 21.0 I am 4- - BUILD MAILBOX TURNOUT Standard Plan 308-R1 SIa4 mmu� Side Sq. Yards 2n 0 SEEDING - Type"B" Station to StationDist from Edge of Mph Scoo_ 292+00 to 291+00 LT 21.0 293400 i B1 21.0 296+175 St 21.0 EROSION CHECK TYPE SYNTHETIC Station Side L.F. 3+05 0 LT 21.0 293400 i B1 21.0 296+175 St 21.0 Limits of Construc tics anise Check Type 3/01110110 CITY OF HASTINGS, ENGINEERING DEPT. s n<l-=I SHOWBOAT BLVD. -Ith Street to 121h Street URB -5527(1) CN 42927 Plan and Profile NO 652000 o 3T% 1922 1920 ES 1918 1916 1914 1912 1910 1908 1906 +00 - Limits of Construction PROJECT NO. SHEET NO. 5527(l) 8 C.M. 42607 21' Sunrises Check Type Syn is Right -of -Way Lisa SCALES: = 20' NOR imus of Construction L 21' Erosion Check Type Synthellc EROSION CHECK TYPE SYNTHETIC Station Side L.F. 291+12 298+91.34 21.0 300+t0 ST elin 0 300+70 0.15% 7% E RPM -If -Way Line L21' Erosion Check Type Synthetic COLD MILLING CLASS 1 Slatlonlo Station Side _ IT k N! S va__rds ._ 1]65.}4 291+00 to 392,00 298+91.34 CT 300+51 a] SURFACE DRIVEWAY - Asphalt Type SP -5 Station Side 59. Yards 48.62 nil 298+91.34 CT 300+51 a] IP 5910 L 21' Erosion Check Type Synthralls BUILD MAILBOX TURNOUT Standard Plan 308-R1 'IQ ht.S5 RT l 240 BUILD ASPHALT LUG Station Side 29 SO 90 292.91.00 Tons I -n 10 SEEDING TYPE'S Patios to pass I pintas, Edge of Asph __ Acres 297 00 Is 302 0c 23' LT & FE 0.53 L- 21' Ertssion Check Typo Synthetic Milled inset /Aja CITY OF HASTINGS, / t \ ENGINEERING DEPT. �� SHOWBOAT BLVD. - ]m Street to 12th Street UaB-5527(1) CH 4263 and Prafli J 1922 030% os 92 0 FS 916 914 912 910 908 1906 lilt Fence -Low Porosity" A Silt Fence" Low Porosity m5 of Construction x .6L -- Remove/2.e L.F. 0124" C-M.P. X X Right -of- Way l inn Sill Fence Loss Porosity" PROJECT NO. SHEET N0. 5527(1) 10 N. 2537 Erosion Leech Type Synthetic x 0 00 310 .00 12+00 — 21' Erosion Crreck Type Synthetic SCALES: 1"=20' HOR 0.019 Limits of Cons Rigghi-ot ins COLD MILLING CLASS 1 Station to Station SIUe--. 307+00 to S.12,00 L k RT 136223 SURFACE DRIVEWAY - Asphalt Type SP -5 Station Bide Sq Yards Tons —3o6+:asap or 60.57 _570 ] . 310+01 Jo _ _ RT __ 53.24 o m 21' Er Cheek Type Synthetic SILT FENCE "LOW POROSITY" Notion to Station --_SideLin. Fl. ]0/-00 300+00 1000 BUILD MAILBOX TURNOUT Standard Plan 308-141 Station ]n0+01.70 AT sr Erosion Check Type Synlhe SEEDING - TYPE "B" Station to Station 301'11D to ml Ot Ott rom Edge l A ph Acres a 53 2 _r x R BF 21-0 310000 tT 210 90 2 O ...._- EROSION CHECK TYPE SYNTHETIC Station Side ---- L.F. ----- BF 21-0 310000 tT 210 90 2 O ...._- M. Milled Inset (3 MD L MCA 60 65050 CITY OF HASTINGS, ENGINEERING DEPT. SHOWBOAT BLVD.. .7th Street to 12th Street ORB-5527(1)GS 426 I o. OK I oten —_ of Construction 21 Erosion Ohrvok TYPE Syn t .65 L 1TTi,‘ Ri kbof-Wev Line PROJECT NO. SHEET NO. 5527(1) II 7 21' Erasion Check Type Sy Sett GN. 4261] 000 312x00 313+00 SCALES: = 20' HOR -2'VER Onras of Sanas-neer' COLD MILLING CLASS 1 Station In Series SideSq. Yards .,,,, 312_ 9 __ ]1] 2 LT en 70 2291.40 _- 016 3.5W 317+40.42 RlOkbl-Way Line L 21' Erosion Chock Typo Syntheta SEEDING - TYPE "B" Stator! to Station . Dist. ( Edge of Asph. Acres 312+00 le 330=74.5 t ]l CT j011] 23' or _- 016 3.5W 317+40.42 312+00 to 314+715 2r LI 0.17 315+t11 bp 31]+4042 23 LI 0.15 1924 1922 1920 1918 1916 0.18% 881 1914 1912 1910 1908 0' ROW. Milled Inset EROSION CHECK TYPE SYNTHETIC SI Il0 Side LA.. + o , ... -- LT...-- -_ 21.0 al +50 PT 210 316+50 LT 21,0 315+50 RT 210 L 21' Erosion Check Type Syr U 0) 0 -o -o C w ACITY OFHASTINGS, ENGINEERING DEPT. 0 xAl.n SHOWBOAT BLVD. -7th Street IC 1211 Street HRH -50078} CN 42637 03.12. pee and probe 63000 TU 1924 1922 1920 1918 1916 1914 1912 1910 1908 CO + N- CO N d to N Co N- N- K 290+00 305+00 Showboat Blvd. - 7th Street to 12th Street Pavement Marking Plan URB -5527(1) CN 42637 310+00 7 NORTH Es.> cal¢ 1"=60' 00' 0' 00' 120' 100' 295+00 Showboat Blvd. SOLID WHITE PAVEMENT MARKING Station to Station:I �I NORTH Lane BOUND LIN FT 105 287+65 to 288+23 288+46 to 314+74.5 1 NORTH BOUND 2715 315+01 to 317+40.42 i NORTH BOUND 297 287+65 to 288+23 12TH S1. W. BOUND SOUTH BOUND 89 288+46 to 314-174.5 30 SOUTH BOUND 2700 315+01 to 317+4042 SOUTH BOUND 274 SOLID YELLOW PAVEMENT MARKING Station to Station Lane LIN FT TI4+87.96 LT 17114 ST. a BOUND 20 314+8798 RT 12TH ST. W. BOUND 30 LT 7TH ST. W. BOUND 300+00 End Asphalt Pavement: Sta. PROJECT NO. SHEET NO. 5527(1) 12 C _ 42637 DASHED YELLOW PAVEMENT MARKING Lane LIN FT Station to Station 287+65 to 317+40.42 CENTERLINE 750 288+33.49 LT 7TH ST. W. BOUND 20 288+33.49 RT i 7TH ST. E. BOUND 20 314+87.98 LT 1 12TH S1. W. BOUND 20 314+87.98 RT I 12TH ST. E. BOUND 30 Showboat Blvd. 305+00 CITY OF HASTINGS, /l\ ENGINEERING DEPT. C7) C3 SHOWBOAT BLVD.' 7th Street to 121h 5Ireet NanIplaln URB -5527(1) ON 42637 Pavement Marking Plan