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HomeMy WebLinkAboutURB-5514(3)Construction Division 400 INDEX OF SHEETS SHEET NO. 1 TITLE PAGE 2-5 SUMMARY OF QUANTITIES 2-T1 - 2-T6 TYPICAL CROSS SECTIONS 2 -Al - 2-A2 PHOTO MAPS 2-N GENERAL INFORMATION 2-H1 HORIZONTAL ALIGNMENT & ORIENTATION/R.O.W. PLAN 2-H2 CONTROL POINT/BENCH MARK DATA 3 - 7 PLAN & PROFILE SHEETS 8 - 9 INTERSECTION PLANS 10 - 13 CROSS SECTION PLANS 14 - 16 TYPICAL URBAN TRAFFIC CONTROL PLAN 17 TEMPORARY PAVEMENT MARKING PLAN 18 SPECIAL PLAN 1C CURB RAMPS 19 SPECIAL PLAN 2C EROSION CHECKS (ALL TYPES) & FABRIC SILT CHECKS 20 SPECIAL PLAN 3C TYPICAL TRAFFIC CONTROL PLAN --TYPICAL YIELD CONTROL FOR LOW VOLUME ONE LANE, TWO WAY TRAFFIC (BARRELS ONLY) STANDARD PLANS 920 -RE (2 SHEETS) TRAFFIC CONTROL, CONSTRUCTION AND MAINTENANCE 922-R8 (2 SHEETS) TRAFFIC CONTROL FOR ASPHALT SURFACING 923 TRAFFIC CONTROL --ROAD CLOSURE 12th St C) 10th St O C) a) 9th Boyce St 8th St C 0 U) L C) 4- C) a3 St 2 C) :Y STATE OF NEBRASKA DEPARTMENT OF ROADS PLANS FOR CONSTRUCTION 9611 STS' EET 9 LINGTON LTIMO HASTINGS ADAMS COUNTY R 10 W HASTINGS In 55/6 2 Q) C) Q C) C 0 0 N L 0 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 C 4 a ELL ..il S 0°O°0 NEW CONTROLLED ACCESS PREVIOUS CONTROLLED ACCESS LIMITS OF CONSTRUCTION PREVIOUS R.O.W. EXISTING PERMANENT EASEMENT TEMPORARY EASEMENT EXCESS TAKING PERMANENT EASEMENT EXISTING RAILROAD EASEMENT NEW RAILROAD PERMANENT EASEMENT NEW RAILROAD TEMPORARY EASEMENT c 55/4 BEGIN PROJECT BEGIN CONSTRUCTION STA. 100+60.10 REFERENCE POST NO. TO REFERENCE POST NO. EXCEPTIONS: FROM STA. TO STA. TOTAL NET LENGTH OF PROJECT: 2,624,00 FEET 0.497 MILES Lin END PROJECT STA. 126+24.00 E9 12th St 11th y St 10th St T 9th St COORDINATING PROFESSIONAL PROJECT Ni SHEET NO. URB -5514131 I Is CONTROL NO. 42634 • 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 9 -BITUMINOUS GROUPS 9 ARE INCLUDED IN THE LETTING OF JANUARY 14, 2010 • GROUPS ARE INCLUDED IN THE LETTING OF • GROUPS ARE INCLUDED I IN THE LETTING OF DESIGN DESIGNATION MAINTENANCE TRAFFIC YEAR: 2010 AOT: 3,555 - � ��1rina imentio 11 Ste. ■.'.��Man insmum innininnk 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 250.000 BDAY BARRICADE, TYPE III 620.000 BDAY SIGN DAY 620.000 EACH CONTRACTOR FURNISHED SIGN DAY 248.000 EACH OVERLAY BROKEN LINES 51.260 STA FLAGGING 40.000 DAY MOBILIZATION 1.000 LS REMOVE PAVEMENT 1,641.800 SY SAWING PAVEMENT 776.000 LF REMOVE WALK 286.680 SY REMOVE COMBINATION CURB AND GUTTER 332.000 LF CONCRETE CURB REPAIR 332.000 F COMBINATION CONCRETE CLASS 478-3500 CURB AND GUTTER 332.000 F CONCRETE CLASS 478-3000 SIDEWALK 5" 292.200 Y CONCRETE PAVEMENT REPAIR, TYPE A, FULL DEPTH 80.000 Y 8" CONCRETE PAVEMENT, CLASS 47B -3S00 ADJUST GRATE INLET TO GRADE ADJUST CURB INLET TO GRADE ADJUST MANHOLE TO GRADE CURB INLET SEDIMENT FILTER HYDRATED LIME FOR ASPHALT MIXTURES FOUNDATION COURSE REPLACEMENT ASPHALTIC CONCRETE FOR PATCHING, TYPE SPR ASPHALTIC CONCRETE, TYPE SPR PLACEMENT OF ASPHALTIC CONCRETE FOR DRIVEWAYS AND INTERSECTIONS PERFORMANCE GRADED BINDER (58-34) TACK COAT RENTAL OF LOADER, FULLY OPERATED RENTAL OF MOTOR GRADER, FULLY OPERATED RENTAL OF DUMP TRUCK, FULLY OPERATED RENTAL OF SKID LOADER, FULLY OPERATED WATER EARTH SHOULDER CONSTRUCTION SUBGRADE PREPARATION COLD MILLING, CLASS 3 EROSION CHECKS, TYPE SYNTHETIC ADJUST VALVE BOX TO GRADE ADJUST WATER VALVE BOX AND COVER TO GRADE 1,664.500 2.000 1.000 13.000 8.000 13.000 50.000 5.000 1,300.000 603.000 62.250 1,630.000 5.000 5.000 5.000 5.000 7.000 5.622 1,665.000 7,804.000 160.000 11.000 22.000 Y ACH ACH ACH ACH ON Y ON ON Y ON AL OUR OUR OUR OUR GAL TA Y Y P ACH ACH PROJECT NO. SHEET NO. 5514)3) 2-S TYPES OF ASPHALTIC OIL TO BE USED TACK COAT: SS -I, 55 -IN, 055-I, OR CSS -IN PERFORMANCE GRADED BINDER AASNTO DESIGNATION M32O C.N. 42634 T MCa LONGITUDINAL JOINT IIII N' N% J P' 114" DIAMOND SAW CUT O APPROX. 4" WHEEL CUTTER SAW CUT 2" 21/2' INBOARD FROM DIAMOND SAW CUT ON TRANSVERSE SIDES OF SECTION TO BE REMOVED. (MAY NOT BE REQUIRED AT EXISTING JOINT, IF ADEQUATE SLOPED FACE EXISTS) 0 4" WHEEL CUTTER SAW CUT EXISTING JOINT - NOTE: CONTRACTOR MAY USE FULL DEPTH DIAMOND SAW CUT IN PLACE OF 4" WHEEL CUTTER SAW CUT. (2" ±14" ILBOARD FROM DIAMOND SAW CUT) 00 C.N. 42634 SEE DETAIL "A" VARIABLE LENGTH OF REPAIR SECTION FIGURE B NOTE: IF PAVEMENT REPAIR SHOULD EXTEND THROUGH INTEGRAL CURB, THE NEW CURB SHALL BE CONSTRUCTED TO THE SAME DIMENSIONS AS THE EXISTING CURB LONGITUDINAL JOINT CNo SAW CUT NOT REQUIRED EXISTING JOINT CONSTRUCT TRANSVERSE JOINT TO MATCH JOINT IN ADJOINING LANE 0 0 0 c 4 4 PLAIN CONCRETE PAVEMENT REPAIR PARTIAL PANEL REPLACEMENT SHALL BE IN MULTIPLES OF APPROX. I/2 OF "L" V/4 VARIABLE LENGTH OF REPAIR SECTION FIGURE A LEGEND WIDTH OF PANEL LENGTH OF PANEL THICKNESS OF CONCRETE EXISTING TRANSVERSE JOINT CONCRETE REMOVAL. (PARTIAL LANE WIDTH) CONCRETE REMOVAL. (FULL LANE WIDTH) SEE DETAIL "A" Roadway Design Division 'YPHI\L ©AOSS S“T [-NO. 5 x 78" TIE BARS AT 48" CENTERS / TO BE DRILLED AND GROUTED INTO EXISTING SLAB. (MINIMUM OF 2 -TIE BARS/REPAIR) _.ASPHALTIC CONCRETE (MILL AND REPLACE) EX STING SLAB - VARIES (REMOVE AND REPLACE) NOTE: ALL TIE BARS WILL BE EPDXY COATED DETAIL OF CONCRETE CURB AND GUTTER REPAIR SAW JOINT WHEN BOTH SIDES OF JOINT LOCATION ARE PLACED AT THE SAME TIME REPAIR SECTION DETAIL OF TRANSVERSE JOINTS LEGEND "W" WIDTH OF PANEL LENGTH OF PANEL THICKNESS OF CONCRETE 4' 2% 9th Street - Burlington Ave. to Baltimore Ave. Typical Cross Sections URB -5514(3) CN 42634 -- 10' Existing Sidewa- lk 4' 2% Varies 6% Existing Terrace Existing 30" Combination Curb & Gutter 10'_ Varies 6% Existing Sidewalk Existing Terrace --- Existing 30" Combination Curb & Gutter 13.0' 2% 31' - 10' 3" Asphalt Type SPR Remove 3" Cold Milling Close 3 13.0' 1 1/2" Top Lift Asphalt Typical 1 1/2" Bottom lift Asphalt Typical 2% Existing 6"-7 1/2" Asphalt Remaining 3"+- Asphalt Existing & Proposed 31' Typical Section Sta. 100+60 to Sta. 103+02 13.0' 31' 2" Asphalt Type SPR Existing 1 1/2':1_-- Asphalt -- Remove Cold Miliing Class 3 2% 3.0' -- 2' Top Lift Asphalt Typical 2% Existing 6" P.C.C. w/ Parabolic Crown Existing & Proposed 31' Typical Section Sta. 103+02 to Sta. 106+10 Varies 6% 2% Existing Terrace Existing - - 30" Combination Curb & Gutter Existing Sidewalk 10' 4' Varies 6% 2% —__ Existing Terrace Existing Sidewalk Existing 30" Combination Curb & Gutter PROJECT NO. C.N.J263l ACITY OF HASTINGS, _ ENGINEERING DEPT. Stir Street - Burlington See. Is Baltimore Ave. NH114514(3) ON 22.534 NPICAL SECTIONS 'kw of 22 9th Street - Burlington Ave. to Baltimore Ave. Typical Cross Sections URB -5514(3) CN 42634 4' _ ,,� 10' 31' Varies 20/0 6% Existing Sidewalk L Existing Terrace Earth Shoulder Construction 3' 2% 8" P.C.C. Concrete Pivement -,\ 2% 3 III–fi(—II ' i IT III Viii IIr'r��IL L I 111=11 II 1=III III -III'n III --III II ,III II II III -1L 'Ii 71 Ilf_Ifr '—fll III-=ffF mL= a!m' II T .II�il �u l!I-I III II Hmu111 a In 11 F Alli_L=imo--ti111-1111W H HIlii 10I I1 iIIIA Ilil,�l �l�ll III�L=I .I� iuI �lu JiI= 6" P.C.C. Integral Curb 6" P.C.C. Integral Curb 10' -o�-- 4' Varies 6% Existing Terrace PROJECT NO. I SHEET NO. 5514(3) r 2-14 C,R 4211i 2% ®_ _J Existing Sidewalk Earth Shoulder Construction Proposed 31' Concrete Typical Section Sta 106+10 to Sta. 107+06 Sta. 109+39 to Sta. 110+38 Sta. 112+85 Sta. to 113+71 Subgrade Preparation Aj CITY OF HASTINGS, / t � ENGINEERING DEPT. 0° eth Street . Burlington Ave. la Baltimore Ave. vise-vol9131 CN 42634 PISAl. SECTIONS 4` 9th Street - Burlington Ave. to Baltimore Ave. Typical Cross Sections URB -5514(3) CN 42634 10' Varies 2% 6% Existing Sidewalk Existing Terrace 31' Existing 30" Combination Curb & Gutter 15.0' 2% Existing 6"-7 1/2" Asphalt 3" Asphalt Type SPR 15.0' 1 1/2" Top Lit Asphalt Typical — Remove 3' 1 1/2" Bottom Lift Asphalt Typical — Cold Milling Class 3 2% Remaining 3"+- Asphalt a -I Existing & Proposed 31' Typical Section Sta. 107+06 to Sta. 109+39 Sta. 110+38 to Sta. 112+85 10' Varies 4' 6% 2% Existing Terrace Existing Sidewalk Existing — 30" Combination Curb & Gutter PROJECT NO. 5514(31 6.N. 42014 ACITY OF HASTINGS, ENGINEERING DEPT. C1 U 95 Street Burlington Ave. to Baeimore Ave. 15E5 51 4131 011 TYPICAL SECTIONS 50059 A/ L Existing Sidewalk 9th Street - Burlington Ave. to Baltimore Ave. Typical Cross Sections URB -5514(3) CN 42634 10' Varies 6% Existing Terrace Existing 30" Combination Curb & Gutter 31' 10' 15' 15' 2% 3" Asphalt 'Type SPR Remove Cold Milling Class 3 1 1/2Top Lift Asphalt Typical — 1 1/2" Bottom Lift Asphalt Typical —� 2% -.$ w` 'i-. affinatfi tAla:o-'L. a: ary .-.irA'b%am Existing 6" P.C.C. w/ Parabolic Crown Existing & Proposed 31' Typical Section Sta. 113+71 to 125+75 Varies 4' 6% 2% Existing Terrace Existing Sidewalk Existing - 30" Combination Curb & Gutter PROJECT NO. SHEET NO. 5514(31 2T5 C.N. 42 0 a 0 DADRACK t PACKER E SCSP =if CITY OF HASTINGS, —� / \ ENGINEERING DEPT. CIO 5th Street - Burlington Ave. to Baltimore Ave. TYPICAL SECTIONS CW PROJECT NO. SHEE1 NO. 5514P) JAI C.N. 41634 CITY OF HASTINGS,`-� ENGINEERING DEPT. 91h Street - Budirgton Ave. to Baltimore Ave. BBB -5514(3) CN 42634 Aerial Plan 40' NORTH PROJECT NO SHEET NO. 5514(3) 2.52 CN cl2i 11 J CITY OF HASTINGS, F //I\ I j ENGINEERING DEPT. �-7J 9th Street. Burlington Ave. to Baltimore Ave. ORB -5514(3) ON 42934 Aerial Plan 9th Street - Burlington Ave. to Baltimore Ave. URB -5514(3) CN 42634 GENERAL NOTES MATERIALS- GENERAL REQUIREMENTS t 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. Asphaltic Concrete Type SPR asphalt according to State Specifications and any special provisions. 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. Laying, compacting and finishing shall be in accordance with sections 503 and 1028 of the 2007 Standard State Specifications Flagging and barricades necessary for construction will be paid for directly, as a unit bid price as outlined in the contract proposal. CONTRACTORS NOTE 1. Payment will be made for actual field quantities utilized and shall show precedence over contract estimated quantities. 2. Contractor shall remove existing asphalt in driveways and shall be subsidiary to the unit price for Cold Milling Class 3. 3. It will be the responsibility of the Contractor to dispose of 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. 6. Excavation, backfilling, and sawing control joints, keyway. lie bars, dowel pins, and rubberized joint sealant shall be considered subsidiary to the unit price per square yard of pavement. NOTES: Base Lift will consist of 1112"Type SPR Top Lift will consist of 1 1/2" Type SPR Sub -base may require various patching to be determined by Engineer after milling operation and street has been cleaned. Millings are to become the property of the Contractor. 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. Seeding to be completed by others. PROJECT NO. SHEET NO. 5514)3) 2-N 05.42624 CITY OF HASTINGS, ENGINEERING DEPT. Prop Mb STREET . Burlington Ave. to Baltimore Ave. LIRe5614(3) ON 42634 GALL SPEC. E GENERAL NOTE & DETAIL SHEET etmoe f „w. r Point 1 -- 42 9Th Street 101+00 102+00 103+00 NORTH Scale: 1"=60' 120' leo' 9th STREET CENTERLINE Point 1. N = 93669.34 E = 92640.57 100+00 Course from Point 1 to Point 2 N 88'33'24" E Dist. = 2623.79 Point 2 N = 93735.42 E = 95263.53 126+23.80 104+00 105+00 106+00 H 113+00 114+00 115+00 116+00 C 1 108+00 109+00 110+00 111+00 112+00 tU7+00 113+00 114+00 / t_ Right -of -Way Line 117+00 118+00 Tow is .+nl. r urm a 120+00 121+00 122+00 123+00 124+00 125+00 _.. rl ll-->Tti_ Saunders Ave. E Right -of -Way Line • > 0 0 m L 1 11 c 0 c>co a a. +I: To + L N N ff r '0 c W A C0 ai C c 0 126+0001 Point 2 0] _ '' e 9th Street (F; PROJECT NO. SHEET NO. 551413) 2-H1 G.E. 42634 a CITY OF HASTINGS, r TA ENGINEERING DEPT. O�-7 Rh STREET -Burlington Ave. to Baltimore Ave. USSR, 4(3: CN 42034 " Horizontal Alignment and Orientation / R.O-W. Plan a� fWM Zoom E2909 'miner Power Pole 4; .:9 9th Street Control Point / Bench URB -5514(3) CN 42634 Point No. [dent./Station Offset to Sta. Northing Easting Elevation 1 CP1 / 126+44.00 31.40 Rt 93704.48 95284.23 1933.60 100 CP 100 / 99+14.40 27.40 Rt I 93639.79 92553.96 1920.66 SW Cor. 9th / Williams '1... FH / 119+20.99 22.36' RT 1934.28 NE Cor. 9th / Bellevue FH / 122+94.77 22.18' RT Control Point PK Nail in Centerline Joint of 9th Street West of Baltimore Ave. NE 52.32' Nail in Power Pole SE 52.20' Nail in Power Pole NW 54.94' Nail in Power Pole AN) ark Data Point 'dent./Station No. Offset Elevation .. Description to Sta. FH / 100+32.62 24.93' LT 1923.36 ( NE Cor. 9th / Baltimore FH / 103+53.93 29.50' RT 1922.79 i SE Car. 9th / Hewitt 1 FH / 106+82.17 31.31' RTI 1923.42 ISE Cor. 9th / Webster FH / 110+08.20 26.39' RT 1924.53 ISE Cor. 9th / Briggs Rd / 113+45.65 30.66' RT 1925.72 SE Cor. 9th / Saunders FH / 115+40,24 32.11' RTf1929.11 SW Cor. 9th / Williams '1... FH / 119+20.99 22.36' RT 1934.28 NE Cor. 9th / Bellevue FH / 122+94.77 22.18' RT 1937.25 SE Cor. 9th / Lexington FH / 125+65.04 19.02' RT 1936.31 i SW Cor. 9th / Burlington Street Light Pole 1/2" Pipe CD C Street Light Pole 9th Street Street 1 , Ligh 1 Pole '.3596',. 64.751 PROJECT NO. SHEET NO. 5514(3) 2-H2 Point 1 North Center 1/16th Corner Section 12 Township 7 North, Range 10 West of the 6th P.M. Aluminum Cap Stamped "City of Hastings Property Corner - 484 NE 71.68' Dimple in Concrete Base of Street Light Pole NW 85.72' "X" in Concrete Base of Street Light Pole W 64.75' 1/2" Pipe ENE 35.96' Dimple in Concrete Base of Street Light Pole , CITY OF HASTINGS, �I / I \ ENGINEERING DEPT. v 0 9th Street Burlington Ave. to Baltimore Ave_ U196.5514{3} CN 42634 Control Poml/ Bench Mare Data 6/2099 M REMOVE 30" COMBINATION CURB & GUTTER Statim to Station ----i- Gde Lr FL 100+60 .o 100 78 1 Sr 18 100+70 to 100+7e 1 Lr 16 08+71 103 93 2t 12 I 1051 46 _.__.1.. � X 105 -6.8 L fi I IB BUILD 30' COMBINATION CURB & GUTTER Side I un. Ft. •______.. Station to Station 00'.60 10 10078 Ri 108 103+7to 103++83 tT 16 103+411 to 103 66 RT 12 103+45 to I05+66 Sr 1N 104+955 2.3 LI // Right—of—Way Line / fermis f Constructhun Curb Inlet-- lc tj1 not 605290 52. 19504112 0 II r 101+00 102+00 -3 Sec coas o E: .0 + 192007 0 0 s LES: 20' NOR VER -of-Way Line/ Limits of Construction COLD MILLING CLASS 3 Station to Station Side to. 117-20 RT Sq. Yards _._ o 103+01.00 to 10]+1.40 to 10]+91 00 to 103+66.00 X Hi - 37 tot.92 10199 107+6900 to 103+96.00 RT ---�� 107#8900 to 103}6600 4]' AI 118.04 SAW CUT TO GRADE Sttion to station TSide- de 2 ST 1 Each 109+50 00+50.10 1036.17.40 to 103x4640 RT 31 03+10 hit In 103+37.50 _ '06+1040- 57 LT N ST 31 31 _ 4]' AI 1 104+955 103+00 0 Curb Inlet l.' 3 ASPHALT TYPE SPR Station tStation Side Tone 100+60.0 l0 103+01.90 LT a ST 1195 103+01,90 to 106+t040 41 2 RT 101.6 107+99 07 to 103+86.00 RT 17.44 107+69.00 to 103+6600 LT 19.57 * 103+01.00 to 106+10.40. Ma and Ineeny 2" 6FF r Placemen) of Asphaltic Concrete for Intersections Stationstation de B +95. r 10)19+99.0.0 0. 103 1+6650 LT 5 '38 oz .e9.9,w 103+.66.00LT ,o _ - 1 s,4 Curb Intel 00309?6o 9 l atm 68 ADJUST MANHOLE TO GRADE Stettin r - Ode 1 Each _--_ _- 10 97 Each 102+95 03+) 103+718 za Lr 10 103+535 4]' AI 1 104+955 2.3 LI 1 L. 1.c ADJUST WATER VALVE TO GRADE -5tetion $itle Each 103+44 Rl 1 103+44 16 103+44 29' m 1 PROJECT N0. SHEET NC. 5514(3) 3 1.0 4201 C 0) E CD �4 0) (n Q 0 05 GO UJ 104+00 Curb inlet \- Curb Inlet til Pavement Repair. Type A, full depth, IG F.C.C. Station to Sal on Sirlo Sq Yds. 100 6, 15 10 105+1040 I LI & F I 2o_ Proposed Concrete Section Proposed Asphalt Resurfacing Remove Saw Cut Prop 4162545737 n4935771111.45 6: CITY OF HASTINGS, -- r YO ENGINEERING DEPT. 1✓ `-i III STREE.. Baltimore. Ann. In Burlington Ave. uRe5si4131CN 42634 31 naso 111 0WM Zr'l 92099 GWM ftrpoti 0.29% 0309 -0:13% t -0.529 __052% 0.40% 0 549-T ,. ,.,... n.n-r 054/ so 6% 02% A0% r I 1912 Curb Inlet Sediment Filter _._ Station _..I Side Each 102+95 03+) 1 0T 10 103+47 i RT Lo 103+4] L. 1.c Pavement Repair. Type A, full depth, IG F.C.C. Station to Sal on Sirlo Sq Yds. 100 6, 15 10 105+1040 I LI & F I 2o_ Proposed Concrete Section Proposed Asphalt Resurfacing Remove Saw Cut Prop 4162545737 n4935771111.45 6: CITY OF HASTINGS, -- r YO ENGINEERING DEPT. 1✓ `-i III STREE.. Baltimore. Ann. In Burlington Ave. uRe5si4131CN 42634 31 naso 111 0WM Zr'l 92099 GWM ftrpoti 0.29% 0309 -0:13% t -0.529 __052% 0.40% 0 549-T ,. ,.,... n.n-r 054/ so 6% 02% A0% r I 1912 L Curb Inlet Sediment Filter • 106+22 LT 106+23 RT 100+77 106-:83 L R1' LT Erosion Check Type Synthetic ' ___ _Slai00 106+27 LT C II Ill > 21 Lin. a. ▪ V r/ I 40 6 t6 O + N Q o See Sheet 8 ter Build quantities �T,,bs 10 ms 104 Concrete Intersection 8 Sidewalk w+ 116+23 RT In6+77 81 106E83 LI Grate Inlet C N E a REMOVE 30" COMBINATION CURB & GUTTER Station t Station Sq. Yd. Side -T Ln Ft. 107+06 to 107+66 Rr 105+30 to 106+40 I 12 _ 1074-06 to 108+57 to 107}13 or 100+58 Is 109}71 j 12 108+63 100+06 to 110+11 RT I 8 108+87 to 108+93 LT1 6 REMOVE PAVEMENT Station to Station Side 106+10 40 to 107+0581 LT & RT Sq. Yds 547.6 109+38.09 to 150+36.69 Li & IT 559.6 * See Sheet 8 fon Build Duanatles or Concrete intersection & Sidewalk Street Light Pole to be relocated Hastings Bilines BUILD 30° COMBINATION CURB & GUTTER Statue to Station L Side Lin. 0740010107+66 Er 60 07+06 to 107+18 LI 12 108+55 to 108+03 LI 8 108+87:0108+93LT C N E 0 Ri co To co L co 60 + to m Q O cd u fe. Street B for Build Quantities on Concrete Intersection & Sidewel PROJECT NO. 5514(3) C.N. 42634 SHEET NO. _ Grate 10181 n' 105+00 mi Ti 7- SCALES: - SCALES: Pr N- REMOVE SIDEWALK Station to Station sue Sq. Yd. 106+30 to 106+0.3 LT 22.23 106+7a to 106+93 c z096 105+30 to 106+40 RT 20.03 106+78 to 106+90 RT 15.75 100+58 Is 109}71 Li 1a '4 100+07 to 100+71en 100+06 to 110+11 RT 18.1393 ie. 110+06 10 110+19 ____ RT 1751 ik See Sheet 8 for Build Quantities for Concrete lnleeec11on & Sidewalk C N I /241 108+00 of COLD MILLING CLASS 3 9LiSt Station to Station I Side 107 058 to 109+38.69 ) LT & PT 107+7S to 101+07 I Li Bn Yards 776 27 i 108:63 to 108+86 LT 1.7 SAW CUT 106+46.00 to 106+77100 RS 1 31 Station to S1 Ion Side LG. Pb. 106+46.00 to 105+77.50 LT 31 107+0581 LT 2 NT 1 109+3869 LT & ET 31 109:7285 to 110+03.85 100+72.85 to 110+03.05 LT 110+38.63 IT e 11 31 I 'L 1 TrEt 109+00 �'ir.`.. ASPHALT TYPE SPR Ito Station to Station Side 107:05.81 to 109+3e T 107+78 to 107+97 LT 106+24 to 108+72 RT 108+63 to 106+86 Tons 1328 O ▪ .38 0.66 Placement of Asphaltic Concrete for Driveways station side- Sq Yorda 107478-107707 IT 81 061'2 J6+88 RI' 57 lOH}6Y 106 86 0 22/4 Proposed Concrete Section Proposed Asphalt Resurfacing Remove Saw Cut j CITY OF HASTINGS, AA a / \ ENGINEERING DEPT. 3-4 Cih STREET -Baltimore Ave. to Burinoton Av UR&5514(3) CN 42634 Pan aidemine 51 km/ 928 0 311 2% - ci 0 43"Ts 924 1920 I 914 a) E a) Ce a corn -C CD 0 of Q (h ii REMOVE 30° COMBINATION CURB & GUTTER station to Station Side LT Ln Ft 1114-05 tel 111.137 32 112+]5 to 112'.05 RI 12 115130 to 115+45 LT 30 115+7J to 115-02 LT 12 5621 12.0 110+77 to+0 Li Pavement Repair, Type A, full depth, 8" P.C.C. s anent station SitleSq *de., 110+3&70 to I16+00.00 I IT & RT t 20 Station to Station _ sae sa wad 11218520 to 113+70.90 LT & RT 534.8 I * * See Sheet 9 for Build Ouanrties or Concrete Intersection & Sidewalk BUILD 30" COMBINATION CURB & GUTTER Station i Stat Side -r Ln. Ft 111+05 to 111+37 I 32 112+73 In 112+8, en 1 12 its-no0 In 115+45 115+73 to 115+52 Li LT 20 12 See Skeet a for Died Quantifies - forConcreteIntersecfion &Sidewalk tU E a) a _oN U) + a + N N a . 5 5312.24 ADJUST MANHOLE TO GRADE Station _,.. P Side i Each 15 iin 2' LT 1 I ADJUST WATER VALVE TO GRADE REMOVE PAVEMENTILT Station Side Rea 115+74 15 _ _ _ 1 115+79 ST 16 AT 5132 115+4to 115+7550 LT 5621 12.0 110+77 to+0 Li 1112+15b 112+30 LT 10.0 LT & AT 1 to nee *Cr Right -of -Way line, Limits M COristractlon elf 1 cr 111+00 112+00 114+00 0 PROJECT NO SHEET IJO. 5514(3) 5 ON.42S24 P P. _4 I. i7.7.15.°.0 ..._... 115+00 116+00 SCALES: N a/ /4,-RghrolWay Ln rLimits fConstruction J COLD MILLING CLASS 3 Station to Station"-.:i:Sde Side LT S....2.3_1'V988/8. 10+ 970 1 012+85.20 LT & 4T 821.67 113+7090 to 110+00 00 LT & ST 76367 112+ 450 to 115+7530 AT 5132 115+4to 115+7550 LT 5621 12.0 110+77 to+0 Li 1112+15b 112+30 LT 10.0 LT & AT 115+4430 to 115+75.00 Pl SAW CUT Station to Station Side LT II.Ft._ 2e 1m+77 to 11t+05 11.91835-00 112+19 RT 18 112+01 to 112+19 RT 10 zo 11+00 LT & 21 31 11 1133-0970 to 3+40 A0 RT m 113,709.70 to 173+40.70 LT.. .... 31 d1 113+7090 LT & AT 115+4430 to 115+75.00 Pl 115+70.50 115+44 50 to 115+70.50 LT 31 31 ASPHALT TYPE SPR SlatIon to Station Bd -- - ions I10+38 /0 to 12+8520 L & RT I 137 70.90 to 10+0000 115+44 50 to 115+75 50 15+44.50 to 1151.75.50 10+77 to 11105 112'.15 to 112+30 LT 1305 10.0 Placement of Asphaltic Concrete for Driveways Station Sde Sq.Yrs 110+77-IIM-On W 124 112+15-112+35 LT 12.2. Placement of Asphaltic Cone ete for Intersections _ alaton m stalloo e de Sq Yds 110+44.50 La I1S+7560 Fi 2.1 63 115+44.00 to 116+7550 LT 56.21 WA Proposed Concrete Section Proposed Asphalt. Resurfacing...... Remove Saw Cut REMOVE SIDEWALK Station to Station I ea, Sq Yd 112+&5 to 113+00 LT 1e83 * c4.118++? to 113+60 IT la 07 1 2 5If ! 3 I 00 . to1 � � Lf 1480 $ Sae Sheet 9for Build Quantities ref Concrete Intersection &Sidewalk BUILDS P.C.C. SIDEWALK 47B station to Station_ - - side Sq. Yd.- '480 _. _.a_ _i ___ Build 24" z 24" Detectable Warning Anel (tor Information only) Station Side L E,a h 2 T e ri 62 511 BUILD CURB RAMP (for Information only) Station ` sae ;Type 115+42 ( LT : ]( , EI as CITY OF HASTINGS, A \ ENGINEERING DEPT. 9th STREET - Baltimore Ave. to Burlington Ass: UR36514(3) ON 42834 Plan a'Prolle 0/20119 e 074% 1 043% + ` , 3-30R41.94 Sk4 LSM18 LC S a 7,12 96% 0_/62. t. 1932 1930 92.8 926 924 922 920 918 1916 9728 a 41764' L REMOVE 30" COMBINATION CURB & GUTTER SStation side Lin rt. 116+91 to 118+97 -I LT A 119+99 to 120+10 Crt 119+99 l0 120/20 I ni 12 =— Pavement Repair, Type A, full depth, 8" P.C.C. Station to Station 1 Side Sq. Yds. 15+00.00 to 121+50.00 LT 4 Or 20 BUILD 30" COMBINATION CURB & GUTTER Station36Station Side un.FLv 116+9to 116+47 IT 116+911 to 1709-140 e 6 119+98 to 120-F 1IO RT 12 Right -of -Way Line I limits of Conelruction r tl 9,9274690 II E-91571 i40 62.60 115+00 W93e70.7'i 8494170.511 1927.70 i A SCALES: L I II it 116+00 COLD MILLING CLASS 3 Station to StationSide f sot Yams 110+0050 t 121+50.00 LT& FT 1433.33 115+7950 to 119+1o5C 116+7930 In It9+10.50 PT 6639 LT 53 e2 117+25 to 117.+42 t20+91 In 121+09 121415 to 121+34 Li LT f LT Stationf SAW CUT ationSide 121+50.09 Lr 0 RT Sq Yes 86 .39 sl r --- Side --'� Lia 17+24 In _.__. 115+70 In 111+41 L LT _._.__... 1 I 2J go _ 117+61 119+80 In 319+11I 120+01 to 121-,09 31 1113+46 to 319+31 LT. LT I 31 Placement of Asphaltic Concrete for Driveways Statin Side 4 Sq. Vara+ 117+55-117+4e IT 3.6 120+91 -121-499 LT 4.0 4.2 I eT 117+00 of- Way Line / Hams of oon6Vucllon 118+00 19+00 ASPHALT TYPE SPR Station to Station' station to s ationSide 121+50.09 Lr 0 RT Sq Yes 86 .39 Tons 3130 116 600.00 lo 118+79501 119+10.50 90 110+79.50 l 119+10.50 I 148 118+79.50 to 119+10-00 r L' 1 53.82 9.2 117+25 In 117-49 I 034 120+01 to 121-,09 036 121+15 to 121+34 ( 0.34 Placement of Asphaltic Concrete for Driveways Statin Side Sq. Vara+ 117+55-117+4e IT 3.6 120+91 -121-499 LT 4.0 4.2 124+14-121+34 eT Placement of Asphaltic Concrete for Intersections Station to Station' Side Side Sq Yes 86 .39 118+79 50 l 119+10.50 1 I T 110+79.50 l 119+10.50 I IT 1 53.82 V//1 120+00 PROJECT NO. SHEET NO., 5514131 S C . 42034 121+00 Rigs Proposed Concrete Section Proposed Asphalt Resurfacing Remove Saw Cut ADJUST MANHOLE TO GRADE a_h__ n Side Each 1 Ttit 115+97 cl. 100+97 A 91 1 ADJUST WATER VALVE TO GRADE ach Station 119+04 _ 14' a E1 u9+07 4 I6 LT LT 119+07 14 IT Rignt.ot-Wey Lino 0.1mit 6 of Construction A CITY OF HASTINGS, IY ENGINEERING DEPT. 00 91h STREET- Baltimore Ave_ In Burlington Ave. URB 4( CN 92834 ewrn 4 inn andmmmo mrtrorirr 9ex7 n aINM 00260 0. oh% ?5% 31% 3 ip% 0981 C_]6fil Imo— 1" I I 03% 2.--7, _, - H H ae%r3-- 7 422'6 20 % 191 %1_2137%___ 1 C89% 24,8 938 1936 934 1932 930 928 1926 924 922 REMOVE SIDEWALK Nation to St tion1 Side 06 to 122+11 i RT I. to 125+3 ' LT 17.77 +63 to 125+99 Li 29.70 +85 to 125+99 1 R1 T 3q Yd__+ 27 53 BUILD 5" P.G.C. SIDEWALK 47B tai on to Station Sltle iL 64 Yd. +11 to 122+37 Li8,0 +83 to 125+99 LT 26573 +86 to 125+e9 RT 27.53 Build 24" x 24" Deteotabl . Warning Panel (for information only) Station re Side 1 Each LT 122 6 125+95 LI 170+95 125+90 LT ➢ 2 12 90 L RI_ 2 125103 123 125+93 to RT LT _ _ 124}46 !a 124+E0 125+63 to 125+75 LT BUILD CURB RAMP (for information only) Station1 Side Type 122+15 re 7 125+90 LT 122 6 125+95 LI 1➢ 125+90 RT ➢ 125+95 T N Or 2M1 ADJUST GAS VALVE TO GRADE Station Side1 Eaclt --. t _ 125.85 ---- ? t 125+86 I LI 125+85 I2T 125+95 1 28' LT 1 + 12" MA0110LE WRH 00404 High at -Way Lin / Limits a Construction om 0-9375]/4 19.1725 oh ADJUST MANHOLE TO GRADE Stationr Side E 1 _ 22-61 1.... 1 R I I ADJUST WATER VALVE TO GRADE Sdo---9Eaclt 121+65 r 1 RI REMOVE 30" COMBINATION CURB & GUTTER Station to Station Side Lin. FI 122+02 122+11 122+39 RT 12 123+95 to 123+90 01 125+02 1 +75 R1 12 12 125+63 to 125+75 Pavement Repair, Type A, lull depth, 8" P.C.C. Station to Station Side T Sq. Yds. 121+50.00 to 125+74 Bn LT & RT 20 Ln F 122 6 et 11 1415.23 122+21650 -. i1 1 LT BUILD 30" COMBINATION CURB & GUTTER COLD MILLING CLASS 3 Station Stt at talon Side Side Ln F 122 6 et 11 1415.23 122+21650 -. i1 1 LT 58.23- 65 .o 123+90 Or 2M1 124+10 124 21 10 124+21 to 123 125+93 to 120+75 LT 3.1 1,9 124}46 !a 124+E0 125+63 to 125+75 LT 12 2 174+68 dr qa C 4) E 0) ct pD d cs) Tti 4I (1t I Lu 1u) PROJECT NO. SHEET NO. 7 5514(3) 120+00 IEr 121+00 122+00 123+00 124+00 SCALES: 1" = 20' HOR 1"= 2' VER of -Way Line / Limits of Construction Note: Do not replace sidewalk removed at this location. I� 0.43% ' 09% Tr- ED Proposed Concrete Section Proposed Asphalt Resurfacing Remove Saw Cut SAW CUT Station to Station Sia ---- Lin R. -84_07 0 80 122_6630 1__R? _ `31 125+7490 , LT E CT 31 1 Placement of Asphaltic Concrete for Intersections COLD MILLING CLASS 3 Station Station 122+29,50 to 122./5.90 Side sq. VareIS 121+50.00 1 25+/ 90 10 et 11 1415.23 122+21650 to 122+7560 I0' 1 LT 58.23- 122+00 to 1234..20 LT 5.5 124+10 124 21 10 124+21 to 124+32 1241-50 124+40 RT LT LT 3.1 1,9 124}46 !a 124+E0 LT ( LT <,9 123+46 54 174+68 dr SAW CUT Station to Station Sia ---- Lin R. -84_07 0 80 122_6630 1__R? _ `31 125+7490 , LT E CT 31 1 Placement of Asphaltic Concrete for Intersections Station to Station 513o' Sq. Vds- 122+29,50 to 122./5.90 RT 09.23 1 1048 12 2+2050 to 122+/5 0 1 R. ASPHALT TYPE SPR Station to Station T Side T Tons 121+50.00 t 125+79.90 I LT 0 RT 1048 12 2+2050 to 122+/5 0 1 R. 1249-03-124+60 10.0 122+95 to 123.20 1 LT 6 _ 5.99 124918 to 124+32 0.42 124+43 to 124+60 124+21 to 129+46 ( LT 123+46 54 174+68 dr qa Placement of Asphaltic Concrete for DAYeways Welton Side Sq Yams tn.-95-125+20 3.1 129m15-1244, 32 _ 41 2.1 1249-03-124+60 2 2 RI 5.9 12492.114+46 .T 6 I24- 44 6 2A+50 �: 9 S.N. 42034 126+00 Sec Comer ° 3.8 11 .13.;23 0 O /AS CITY OF HASTINGS, / \ ENGINEERING DEPT. 5 U 9th STREET - Baltimore Ave. to Burlington Ave. 4. URB -551401 CN 42634 Floe entlemlllo WW1 Poit 6.2009 0mM A of 1942 1940 -0.4011.07% YO 529 0 533 18, 0 35% on Si 0 44% 1938 1936 1934 1932 1930 1928 1926 21,02 NORTH ,Scale: 1"=11)` K 20' :30' 00.013 FL Match 20.54 CL 77-817 82FL Match 2023 CL Matin 19.00. FL Mata! 20.9 20.00FL 2027 CL 19.90 L_ V 20.25 2025 20 30 20 00 zj IlE 9301791 11 4 -'1 02 51.38' 85 1902 2B 53' 20.70 NORTH Seale; 1"=10' m' 26' 35' 20.80 FL Match 21.55 GL 8880 106+00 0 107+0 0 2029 FL 20.45 FL 20 61 2050 055 200 21 74 ch 1284' II, 084 FL atch 8.98 2088 21.80 21.40 21E7 21 4 Radius o E0932EL 79 60 BUILD 8" P.C.0 PAVEMENT 47B Station to Station Side Sq. Yds. 100+10.40 to 107+05.81 BUILD 6" P.C.C. INTEGRAL CURB 47B Station to Station Sde 106+10.40 to 106+46.20 IRi 06110 40 to 105+45 20 IT 7.1 0 106+77.20 to 107+05.5 106+77.30 to 107+25.5 ADJUST GRATE INLET TO GRADE _ 0000 Station ADJUST CURB INLET TO GRADE 806 St tion_5. _ Side; 5 RT ST Each '21 7 to 116+2s.7 + 5' RT 106+79 to 1 106783 24' RT 8 109100 m6+56 20' RT LT 110+16 109160 106+42 ADJUST GRATE INLET TO GRADE _ 0000 Station - ._. _ - Side Each 105+22.2 15' LT 1 # 106+03.0 15' LT 1 106+65 106+72 5' RT .50 20 Match 20.37 a) N 21.49 FI. patch 2115 20721 20. ,'.. 20.55 / 0 2150 EC 01 Match 110+ 009. Pt 80.96 2855 %. 21 60 0 21.50 4 P. Vs. 21 56__ PROJECT N0. SHEET N0. 5514(3) 8 .42634 20.99 Malch 21.51 FL Match ADJUST WATER VALVE TO GRADE Station sdeE Each oh _ 100 6+57 - 21' RT 106+72 34' RT __ - _ 1 106+65 106+72 5' RT 106+79 to 1 106783 24' RT 8 109100 m6+56 20' RT LT 110+16 109160 106+42 R ADJUST GAS VALVE TO GRAD Station Each 106+3a 22' LT 106+38 06+40 25LT ADJUST MANHOLE TO GRADE Staten_ Sde__ Each 106+29 v 12 RT Li 2 67 1 006_+_63 25' LT __ - _ 1 106+65 9.6' RT R 50 106+79 to 105 t.90 R' 1890 16 60 8 BUILD 5" F.C.C. SIDEWALK 478 Station to Station Side : Sq.Yi 106-10 to 106+46 Li 2 67 1 105+70 to 106+43 _ L1 20.52 06 75 to 105+.96 R 50 106+79 to 105 t.90 R' 1890 16 60 8 109100 2 LT 110+16 109160 106+42 BUILD CURB RAMP (for information only) Station Side Eac __� LT 2 L1 1 2 r Side nTYPe -.. 106.:3.1 106+90 _ - -_. los i 4z 2 I 1 106,90 LT 2 8 109100 2 LT 110+16 109160 106+42 R 109+60109+60 105+82 2 RI 109+66 72 R 105+82 110+i6 RT 110+3 R 105 790 9 RT %__ liaise Y Build 24" x 24" Detectable Warning Panel (for informa ion only) Station Side Eac __� LT 2 L1 1 2 _ 1110 106+42 106+62 LT I 2 106+90 LT I 2 106+32 W 2 106+42 RT 2 106+62 RT 2 106+90 RT 2 BUILD 8" P.C.0 PAVEMENT 47B StatontoSt ton j.. Sde 1 Sq Yds_ 109-F38 68_to 110-818 69 N_ _r 5586 BUILD 6" P.C.C. INTEGRAL CURB 478 ._ icing) 1 to St n Side Lin_FL 109+38 69 to t 09 772 85 109- -38.69 to 109+72.85 +o7 _80 :o 110+38.69 110+03.69 to 170+36.69 LT RT LT 55.2 529 53.7 BUILD 5" P.C.C. SIDEWALK 478 Station to StationBide Sae 1 E h S4 Yd. 109056 to 109+7t LT 19.35 110+05 1" 1,0+19 LT 16.60 109+57 to 109+7( RT 18.98 110+06 to 177+19 RT 1166 110+12 1 LT _ _L R 110+16 ADJUST WATER VALVE TO GRADE St Ion Sae 1 E h 109+99 22' RT 1 110+02 19' RT Ll 0+02 24' RT t 110+11 -2."' RT t ID 110+12 1 LT _ _L ADJUST GAS VALVE TO GRADE St lion SideEach 109+65,5 211' LT 1 J ADJUST MANHOLE TO GRADE stat Station Side 1 Eaol1 109+69 109+6' 1 Ll 2 li 009755 ._. _ i LT ID 110+12 1 LT _ _L BUILD CURB RAMP (for information only) stat - SRN ' Type 109+6' 1 Ll 2 li 009755 ._. _ i LT ID 110+12 1 LT _ _L R 110+16 109160 RT I R 109+60109+60 R1 0 2 YI 109+66 RT 110+i6 4t 110+3 2 2 RT 9 ..._ E -y %__ liaise RT Build xDetectable Warning Panel (for information only) Side Each 109+51 II 2 109i55 L, _ p --. ... 1Jo.12i LT 2 110+15I IT 2 109160 RT I 2 109+65 ) 2 110+13 ST RT 110+i6 RT i 2 2 A CITY OF HASTINGS, ENGINEERING DEPT. 00 9th STREET' Burlington Ave. Baltimore Ave. P00 Na URBd6 n4(3) CN 42634 Iote section Plan NORTH Seale: 1"=10' 0' 10 28 3I Yoe, Ft 0,92929 459 1330 1 1 23.48 Frop. z9 R rel 1200' 2226FL Morch 22.90 22.59 FL Match 2 2280 22.52 2 02 228 22. 22.64 '22.71 2284 24.37' 3068 113+00 BUILD 8" P.C.0 PAVEMENT 478 Station to Siatio Side Sq Yds. 112+95.20 to 113+70.90 LT 5 RT 8366 BUILD 6" P.C.C. INTEGRAL CURB 478 Station to Station Slde Lin. Ft. _orm_ _f 112+85.20 to 113+09.70 RT 55.0 112+85.20 to 113+09.70 LT 36.5 113+40.70 to I I3+70.90 RT 63.0 113+40.79 to 113+7099 Lr 41.5 1 r 113+34 1 ADJUST MANHOLE TO GRADE Each Station Side' ' 113+24 -.- _ . z, LT .i 111+31 4' RI 113+34 Mil 1 r 22.59 22.80 02293 2310 12.00' 23 47 22.72 .22.117 23.04- -P 2267 =.16 12275 FL 1p, 2219 m 12308 FL. Molds 23.53 2322 F Match Match Saunders Ave ADJUST GAS VALVE TO GRADE ADJUST WATER VALVE TO GRADE EOCM1 Statoil Sde ---Each 111+31 4' RI 113+34 21' RT 1 r 113+34 1 20' RT 1 ADJUST GAS VALVE TO GRADE Station Side- EOCM1 113+02 1 23 LT 113!-93 22 LI I I 2276 23.30 23.20 2284 FL Match 23 47 213.27 FL Match BUILD 5" P.C.C. SIDEWALK 47B I Statics to Station 514: 112 F95 to 1135 96 LT 113+42 +4to Tu 116 t.'... u 112195 to 113+00 RT Sq. Yd. 19.63 _ 8.37 20.91 BUILD CURB RAMP (for information only) Station Side Typ 02+99 LT 113103 LT LT 113+52LT 112+99 RT 113+03 ft _._.__.__form_ Build 24" x 24" Detectab a Warning Panel (for iniorma ion only) Station Side Each 112+99 LT 2 113+03 113148 t3+5d 112+39 113.10.1 TT IT LT 2 2 R. RT NORTH Scale: 1"Rttt' t0• n' PROJECT NO. SHEET NO, 5514(3) 9 32.42234 CITY OF HASTINGS, ENGINEERING DEPT. 00 91h STREET - Burlington Ann. Baltimore Ave. URB -5514(3) CN 42634 Intersection Plan 00::6 00 5000 4000 AO 00 2000 1000 1:0 00 20 00 30 00 4 00:: 5000 :6000 /000 :.. 00 60 00 50 00 00 00 : 2, 00 : 1:00C:::. 1000 20 00 0 co 50 ^_ OJOf PROJECT NO. SHEET O. 5514(3) 426 10 Cord tMill CoIdM15 ai e e. Aspe ticPevement 3-00f" =1920 WL ARP CUT AR VP 76 0.00 C 0 00 50 P eve m ii lit WA IGINAL '.E FILL GUT AR AR VF: RTHWOR A =000 A::=0.00 0,00 0.00:: 920 O0. IGNAI (ANAL ILL: AR AR VE FII. ARE UUI ARE VP _ VG 2 MEI GTS U • CD:: .SQA='fig+pa I OR 1920 :1: e Cu" ARIA vF-ot o ■ II 100 NE EO 10 iGiP W ®I®- " ORIGINAL E ■�■CUT �RC GINAL E -000 C 00 )0 Cold Mill and - evlece 3 Mph A = AL E FILL AR CUT AR VF V0 =0:00 =0.00 00 tr GNAII 0:00 0:00 LL Af CUT A VF /\//�H CITY OF HASTINGS, ENGINEERING DEPT. BIM STREET- Baltimore Ave. to Burlington Ave. -'" URB -5514(3) CN 42634 mh Cross Section Plan 70 33 :... 60 00 SD 1 311,010 0 40 00 3 00 2 00 10 00.. 1700:..20 00 30 00 4 00:5 00 :. 60 19250C I\ 1970 �'y 00 01 0 %M-` - , fl+E I81NAL ET =1921 9 ESIGN EA? 1W0R< FILL: AREA: =0.00 00 :70 00.::60 • i 11� 00y n9 00 1 1920 0( q 2`LCLr] 00 00 4000-:3 =l 00 00:.: 1000 00...20 26111M!IJrA Re Wit _ 11A+4f) :or-IGIN/\ F 1923 DESIGN LORTHWOR FILL ARF A• 0:00 • COI• AREA: 000 VC: =0 81 0 CO p1;e111 00 4 0 50 CO 601.30_ 70 00 PROJECT NO. s EFT NO. 5519(3) :23 3n on 995 n0 920 00 Knysy Or CRT : AREA .:=0:00 VI:=0:.00:: VC := 0:.00. C C, Pee_ma I 975 00 0: \8874 191F of -4QIlr - - 192 5 CC 'PA = o cHnt II -1971 ^ESIGN LoH1HWOR 51 1 AREA =n `1n GUT: AREA:: -=0:00 VI =0.00 ::.VC.=0:00:: 990 0n / 0 1 1915 n0 930 00 102-09 92500 3 25.I 73 3 CIC 10250 1970 nr 93.0..0.( 10374 or $flII4. =1.14+a-3 74: S. OR GINAI F :: 1922 DESIGN: E ,RTHWOR 1LL AREA =0.00 CUT AREA =0.00 VF- -0.00 :VC := 0.33:: Po0. 19950 =708+Q ORIGINA_ E_.=1921,5` DESIGN EoRIHW-0RE FILL: AREA 0.00 990 00 1990 OC oR n15AI - -,972 i9 7_SIGN: Er RTHWOR4:: FILLAREA: 0.00:: _s. 935 On 925 00 in o(1 30 nn 025 0n 020 Or \23.73/ IQ CUPI AREA :=u:00 Vf 000: VC 0.00:: VF:=0.00.: VC. -0.00... n9 a. ♦IATE2 49092 \: 00 1 1920 0(1 - Cola Mll grid Rep:aoo a 66o11µ of p9Yemenl 05000 995 00 927 0o- 193[) 0( • `• 990. 0r STA _ 4 I2-1-0130 •=I no off 12 / ORIGINAL E 1921 26 DESIGN EARL FORK . Fal_L AREA -0:00 CULT AREA =0;00 VF 000: VC 0,00 - DESIGN :0 RTH]AOR4 FITAREA 0 00 J3 VE 0.00 VC 0100 ACITY OF HASTINGS, ENGINEERING DEPT. 0 sn: STREET . Delmore Ave. to Burlington Ave. URR-0114(3) CN 42634 cam: Section Flee 60 00 5 )0 40 00 30 00 2 00 10 00_ 20 3 00 40 00=5000 00 7.000 79 00 = . 60 OOH 50 40 00 30 00 1000 -,_ 1000 00 -30 00 40 0 50 OC 60rn1 ZP O. PROJECT NO. 5514(3) 94.n l SHEET NO. — c:uic Mie 4 Ilio: Paver CN I. A) CU'I AR VF R ..(WOR d : =-0,00 A -0:00 0.00 GINAL E 01976 ESIGN E P HWCR `5TTL./trc CUl AR A : 0:00 VP 0 00. VC 0 00 1940 0 00 -91211111 5 a ESG`J L \RTHWOR HIL AREA =0.00 CUT AREA =0.D0 VF 0000 VC -0 0.00 QV 12 933 Aaphaulc }VD Cold Mill uric '}!/13..63 IOINA(.: C ['Eta, F1 'It I. AR CUT AR_ VF O:DO =0.00 00 IGINAI 6 =1931 ES(OHI %. 0RTHWOR A.. 0.109 0.00 0.00 Cool Mill unit GINAL SILT A CUT.A VF =G.OG A =0:00 0.00. ACITY OF HASTINGS, ENGINEERING DEPT. 9th STREET -Baltimore. AvetoBurlingtot URB -5514(3) CN 426 Cross Sectior Per 00 60 00 50 00 40 00 30 00 20 00 10 00: 1.0 00 20 00 30 00 : 40 00 50 00 : 60 00 70 00 7000 6 50 00 40 00 30 00 1 0 00 70 00 30 00 00 50 00 00 PROJECT NO. SHEET NO. 5514(3) ON 42634 13 GINAL: E ES c FILL AR CUT ART VF H` /OR =0.00 A =0:00 0 O 00 EPA OfAl i ARE AR- -0:00 =0:00 00 IG NA (72-2°°\ CS GN E L A CU 'F AR 01) IWOR A 0:00 A -0:00 0,00' - CITY OF HASTINGS, ENGINEERING DEPT. COO StE STREET. EatVmore Ave. to Burlington Ave. URB -5514(3) ON 42530 no n Cross Exfion She