20-00631-00-BT_Plans.pdf
PDF 26 MB Posted
- Solicitation number
- FY2026-ITB-151
- Issued by
- Champaign County, Illinois
About this file
The document is a comprehensive set of engineering design plans for the City of Urbana Public Works Department's F.A.U. 7131 (Washington Street) and Bakers Lane Shared Use Path project. The project involves constructing a 10-foot-wide concrete shared-use path approximately 0.5 miles long, extending from Kinch Street to Smith Road on Washington Street and from Washington Street to Main Street along Bakers Lane. The project includes pedestrian light poles, lighting conduits, subgrade improvements, tree removal, and miscellaneous infrastructure work. The contract (No. L0106) is divided into multiple detailed sheets covering alignment, typical sections, earthwork, erosion control, landscaping, lighting plans, and cross-sections. The project is designed to be completed within 90 working days, with a planned construction start date of September 3, 2025.
The project is funded through a combination of State Illinois Transportation Enhancement Program (ITEP) and Motor Fuel Tax (MFT) funds, with an estimated total project cost of $2,341,938. The design incorporates multiple technical specifications, including Portland cement concrete pavement, storm water pollution prevention measures, and extensive utility coordination with City of Urbana Utilities, Illinois American Water, and I3 Broadband. The total construction area is approximately 5.0 acres, with 3.5 acres to be disturbed by excavation and grading. The project requires contractors to comply with Illinois Department of Transportation standards, provide comprehensive documentation, and meet specific qualifications, including certification levels for hot-mix asphalt technicians and insurance requirements. The design includes detailed provisions for tree removal, landscaping, lighting installations, and erosion control, reflecting a comprehensive approach to infrastructure development.
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Text version
090325
09/03/2025
RESOURCE ASSOCIATES
ENGINEERING F.A.U. 7131 (WASHINGTON STREET)
AND BAKERS LANE SHARED USE PATH
CITY OF URBANA, ILLINOIS
INDEX OF SHEETS, HIGHWAY STANDARDS, AND GENERAL NOTES
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SECTION
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COUNTY
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ILLINOIS
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FED. AID PROJECT
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FED. ROAD DIST. NO. _
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SHEETS
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NO.
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USER NAME
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$SCALE$
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PLOT SCALE
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PLOT DATE
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DESIGNED
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REVISED
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CHAMPAIGN
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20-00631-00-BT
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AutoCAD SHX Text FILE NAME:H:\Urbana Public Works, City of\W24128.00 Bakers Lane Bike Path\CADD\CADD C3D\99 PARKS\02 Sheet\W24128.00 GNOTES.dwgH:\Urbana Public Works, City of\W24128.00 Bakers Lane Bike Path\CADD\CADD C3D\99 PARKS\02 Sheet\W24128.00 GNOTES.dwg
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CONTRACT NO. L0106
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SHEET NO. 1 OF 1 SHEETS
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SCALE: 1"=20'
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INDEX OF SHEETS
AutoCAD SHX Text 1 COVER SHEET COVER SHEET 2 INDEX OF SHEETS, HIGHWAY STANDARDS, AND GENERAL NOTES INDEX OF SHEETS, HIGHWAY STANDARDS, AND GENERAL NOTES 3 SUMMARY OF QUANTITIES SUMMARY OF QUANTITIES 4 SCHEDULE OF QUANTITIES SCHEDULE OF QUANTITIES 5-9 TYPICAL SECTIONS TYPICAL SECTIONS 10-11 ALIGNMENT, CONTROL, AND BENCHMARKS ALIGNMENT, CONTROL, AND BENCHMARKS 12-16 EXISTING CONDITIONS AND REMOVAL PLAN EXISTING CONDITIONS AND REMOVAL PLAN 17-26 PLAN AND PROFILE PLAN AND PROFILE 27 PLAN SHEET PLAN SHEET 28-31 INTERSECTION AND DRIVEWAY DETAILS INTERSECTION AND DRIVEWAY DETAILS 32 STORM WATER POLLUTION PREVENTION PLAN STORM WATER POLLUTION PREVENTION PLAN 33-37 SOIL EROSION AND SEDIMENT CONTROL PLAN SOIL EROSION AND SEDIMENT CONTROL PLAN 38-39 STORM WATER POLLUTION PREVENTION DETAILS STORM WATER POLLUTION PREVENTION DETAILS 40-44 LANDSCAPING PLAN LANDSCAPING PLAN 45-49 LIGHTING PLAN LIGHTING PLAN 50 ONE LINE DIAGRAM ONE LINE DIAGRAM 51 LIGHTING DETAILS LIGHTING DETAILS 52-63 CROSS SECTIONSCROSS SECTIONS
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HIGHWAY STANDARDS
AutoCAD SHX Text 000001-08 STANDARD SYMBOLS, ABBREVIATIONS, AND PATTERNS STANDARD SYMBOLS, ABBREVIATIONS, AND PATTERNS 001001-02 AREAS OF REINFORCEMENT BARS AREAS OF REINFORCEMENT BARS 001006 DECIMAL OF AN INCH AND OF A FOOT DECIMAL OF AN INCH AND OF A FOOT 280001-07 TEMPORARY EROSION CONTROL SYSTEMS TEMPORARY EROSION CONTROL SYSTEMS 353001-05 PCC BASE COURSE WITH HMA BINDER AND SURFACE COURSES PCC BASE COURSE WITH HMA BINDER AND SURFACE COURSES 420001-10 PAVEMENT JOINTS PAVEMENT JOINTS 424001-12 PERPENDICULAR CURB RAMPS FOR SIDEWALKS PERPENDICULAR CURB RAMPS FOR SIDEWALKS 602011-02 CATCH BASIN TYPE C CATCH BASIN TYPE C 602401-07 PRECAST MANHOLE TYPE A 4' DIAMETER PRECAST MANHOLE TYPE A 4' DIAMETER 602402-03 PRECAST MANHOLE TYPE A 5' DIAMETER PRECAST MANHOLE TYPE A 5' DIAMETER 602701-02 MANHOLE STEPS MANHOLE STEPS 604001-05 FRAME AND LIDS TYPE 1 FRAME AND LIDS TYPE 1 604036-03 GRATE TYPE 8 GRATE TYPE 8 606001-08 CONCRETE CURB TYPE B AND COMBINATION CONCRETE CURB AND GUTTER CONCRETE CURB TYPE B AND COMBINATION CONCRETE CURB AND GUTTER 606301-04 PC CONCRETE ISLANDS AND MEDIANS PC CONCRETE ISLANDS AND MEDIANS 701001-02 OFF-ROAD OPERATIONS, 2L, 2W, MORE THAN 15' AWAY OFF-ROAD OPERATIONS, 2L, 2W, MORE THAN 15' AWAY 701006-05 OFF-ROAD OPERATIONS, 2L, 2W. 15' TO 24" FROM PAVEMENT EDGE OFF-ROAD OPERATIONS, 2L, 2W. 15' TO 24" FROM PAVEMENT EDGE 701501-06 URBAN LANE CLOSURE, 2L, 2W, UNDIVIDED URBAN LANE CLOSURE, 2L, 2W, UNDIVIDED 701502-09 URBAN LANE CLOSURE, 2L, 2W, WITH BIDIRECTIONAL LEFT TURN LANE URBAN LANE CLOSURE, 2L, 2W, WITH BIDIRECTIONAL LEFT TURN LANE 701601-09 URBAN SINGLE LANE CLOSURE, MULTILANE, 1W OR 2W WITH NONTRAVERSABLE MEDIAN URBAN SINGLE LANE CLOSURE, MULTILANE, 1W OR 2W WITH NONTRAVERSABLE MEDIAN 701701-10 URBAN LANE CLOSURE, MULTILANE INTERSECTION URBAN LANE CLOSURE, MULTILANE INTERSECTION 701801-06 SIDEWALK CORNER OR CROSSWALK CLOSURE SIDEWALK CORNER OR CROSSWALK CLOSURE 701901-10 TRAFFIC CONTROL DEVICES TRAFFIC CONTROL DEVICES 720001-01 SIGN PANEL MOUNTING DETAILS SIGN PANEL MOUNTING DETAILS 720006-04 SIGN PANEL ERECTION DETAILS SIGN PANEL ERECTION DETAILS 720011-01 METAL POSTS FOR SIGNS, MARKERS & DELINEATORS METAL POSTS FOR SIGNS, MARKERS & DELINEATORS 729001-01 APPLICATIONS OF TYPES A & B METAL POSTS (FOR SIGNS & MARKERS) APPLICATIONS OF TYPES A & B METAL POSTS (FOR SIGNS & MARKERS) 780001-05 TYPICAL PAVEMENT MARKINGS TYPICAL PAVEMENT MARKINGS 814001-03 HANDHOLES HANDHOLES 821101-03 LUMINAIRE WIRING IN POLE LUMINAIRE WIRING IN POLE 825011-04 LIGHTING CONTROLLER PEDESTAL MOUNTED, 240V LIGHTING CONTROLLER PEDESTAL MOUNTED, 240V 836001-05 LIGHT POLE FOUNDATION LIGHT POLE FOUNDATION 876001-04 PEDESTRIAN PUSH BUTTON PEDESTRIAN PUSH BUTTON 878001-11 CONCRETE FOUNDATION DETAILSCONCRETE FOUNDATION DETAILS
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DISTRICT 5 DETAILS
AutoCAD SHX Text 42300AAA DRIVEWAY PAVEMENT (PCC) (NON & COMMERCIAL URBAN) DRIVEWAY PAVEMENT (PCC) (NON & COMMERCIAL URBAN) 7800AAAA PAVEMENT MARKING AND MARKERS (RURAL & URBAN APPLICATION)PAVEMENT MARKING AND MARKERS (RURAL & URBAN APPLICATION)
AND BAKERS LANE SHARED USE PATH
CITY OF URBANA, ILLINOIS
SUMMARY OF QUANTITIES
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20-00631-00-BT
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AutoCAD SHX Text FILE NAME:H:\Urbana Public Works, City of\W24128.00 Bakers Lane Bike Path\CADD\CADD C3D\99 PARKS\02 Sheet\W24128.00 SOQ.dwgH:\Urbana Public Works, City of\W24128.00 Bakers Lane Bike Path\CADD\CADD C3D\99 PARKS\02 Sheet\W24128.00 SOQ.dwg
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TOTAL
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CONTRACT NO. L0106
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SHEET NO. 1 OF 1 SHEETS
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SJG
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SUMMARY OF QUANTITIES
AND BAKERS LANE SHARED USE PATH
CITY OF URBANA, ILLINOIS
SCHEDULES OF QUANTITIES
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20-00631-00-BT
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AutoCAD SHX Text FILE NAME:H:\Urbana Public Works, City of\W24128.00 Bakers Lane Bike Path\CADD\CADD C3D\99 PARKS\02 Sheet\W24128.00 SOQ.dwgH:\Urbana Public Works, City of\W24128.00 Bakers Lane Bike Path\CADD\CADD C3D\99 PARKS\02 Sheet\W24128.00 SOQ.dwg
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CONTRACT NO. L0106
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EARTHWORK TABLE - WASHINGTON STREET
EARTHWORK TABLE - BAKERS LANE
EXISTING TYPICAL SECTION
F.A.U. 7131 (WASHINGTON STREET)
STA. 300+34.54 TO STA. 317+45.68
PROPOSED TYPICAL SECTION
STA. F.A.U. 7131 (WASHINGTON STREET)
STA. 300+34.54 TO STA. 317+45.68
RESOURCE ASSOCIATES
ENGINEERING F.A.U. 7131 (WASHINGTON STREET)
AND BAKERS LANE SHARED USE PATH
CITY OF URBANA, ILLINOIS
F.A.U. 7131 (WASHINGTON STREET)
TYPICAL SECTIONS
AutoCAD SHX Text LEGEND A EXISTING PCC PAVEMENT WITH HMA OVERLAY EXISTING PCC PAVEMENT WITH HMA OVERLAY B EXISTING CURB EXISTING CURB C EXISTING CURB AND GUTTER EXISTING CURB AND GUTTER D EXISTING GROUND EXISTING GROUND E EXISTING CONCRETE SIDEWALK EXISTING CONCRETE SIDEWALK 1 PCC SIDEWALK, 6 INCH (SPECIAL) PCC SIDEWALK, 6 INCH (SPECIAL) 2 NOT USED NOT USED 3 SEEDING, CLASS 1A SEEDING, CLASS 1A 4 SEEDING, CLASS 1B SEEDING, CLASS 1B 5 TOPSOIL EXCAVATION AND PLACEMENT (4" DEPTH TOPSOIL PLACEMENT) TOPSOIL EXCAVATION AND PLACEMENT (4" DEPTH TOPSOIL PLACEMENT) 6 EARTHEN SHOULDER (MATCH SIDEWALK SLOPE) EARTHEN SHOULDER (MATCH SIDEWALK SLOPE) 7 SIDEWALK REMOVAL SIDEWALK REMOVAL 8 PAVEMENT REMOVAL (INCLUDES REMOVAL OF THE EX. CONCRETE MEDIAN) PAVEMENT REMOVAL (INCLUDES REMOVAL OF THE EX. CONCRETE MEDIAN) 9 COMBINATION CONCRETE CURB AND GUTTER, TYPE B-6.12 COMBINATION CONCRETE CURB AND GUTTER, TYPE B-6.12 10 CONCRETE MEDIAN SURFACE CONCRETE MEDIAN SURFACE 11 SUBBASE GRANULAR MATERIAL, TYPE B SUBBASE GRANULAR MATERIAL, TYPE B 12 REMOVAL AND DISPOSAL OF UNSUITABLE MATERIAL (SEE NOTE BELOW) REMOVAL AND DISPOSAL OF UNSUITABLE MATERIAL (SEE NOTE BELOW) 13 POROUS GRANULAR EMBANKMENT POROUS GRANULAR EMBANKMENT 14 GEOTECHNICAL FABRIC FOR GROUND STABILIZATIONGEOTECHNICAL FABRIC FOR GROUND STABILIZATION
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40' PRESCRIPTIVE R.O.W.
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4' MEDIAN
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40' PRESCRIPTIVE R.O.W.
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4' MEDIAN
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7' LT.
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17' LT.
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VAR.
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3" HMA OVERLAY AND 7" PCC PAVEMENT
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7' LT.
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17' LT.
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AutoCAD SHX Text NOTE: THE LOCATIONS FOR REMOVAL AND DISPOSAL OF UNSUITABLE MATERIAL SHALL BE DETERMINED BY THE ENGINEER DURING CONSTRUCTION. REMOVAL SHALL TAKE PLACE IN AREAS WERE TESTING SHOWS SOIL TO HAVE AN IBV OF 6.0 OR LESS.
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20-00631-00-BT
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AutoCAD SHX Text FILE NAME:H:\Urbana Public Works, City of\W24128.00 Bakers Lane Bike Path\CADD\CADD C3D\99 PARKS\02 Sheet\W24128.00 TYP.dwgH:\Urbana Public Works, City of\W24128.00 Bakers Lane Bike Path\CADD\CADD C3D\99 PARKS\02 Sheet\W24128.00 TYP.dwg
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CONTRACT NO. L0106
BAKERS LANE
STA. 500+32.29 TO STA. 506+13.79
PROPOSED TYPICAL SECTION
BAKERS LANE
STA. 500+32.29 TO STA. 506+13.79
RESOURCE ASSOCIATES
ENGINEERING F.A.U. 7131 (WASHINGTON STREET)
AND BAKERS LANE SHARED USE PATH
CITY OF URBANA, ILLINOIS
BAKERS LANE
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10' TEMPORARY EASEMENT
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10' TEMPORARY EASEMENT
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AutoCAD SHX Text LEGEND A EXISTING PCC PAVEMENT WITH HMA OVERLAY EXISTING PCC PAVEMENT WITH HMA OVERLAY B EXISTING CURB EXISTING CURB C EXISTING CURB AND GUTTER EXISTING CURB AND GUTTER D EXISTING GROUND EXISTING GROUND E EXISTING CONCRETE SIDEWALK EXISTING CONCRETE SIDEWALK 1 PCC SIDEWALK, 6 INCH (SPECIAL) PCC SIDEWALK, 6 INCH (SPECIAL) 2 NOT USED NOT USED 3 SEEDING, CLASS 1A SEEDING, CLASS 1A 4 SEEDING, CLASS 1B SEEDING, CLASS 1B 5 TOPSOIL EXCAVATION AND PLACEMENT (4" DEPTH TOPSOIL PLACEMENT) TOPSOIL EXCAVATION AND PLACEMENT (4" DEPTH TOPSOIL PLACEMENT) 6 EARTHEN SHOULDER (MATCH SIDEWALK SLOPE) EARTHEN SHOULDER (MATCH SIDEWALK SLOPE) 7 SIDEWALK REMOVAL SIDEWALK REMOVAL 8 PAVEMENT REMOVAL (INCLUDES REMOVAL OF THE EX. CONCRETE MEDIAN) PAVEMENT REMOVAL (INCLUDES REMOVAL OF THE EX. CONCRETE MEDIAN) 9 COMBINATION CONCRETE CURB AND GUTTER, TYPE B-6.12 COMBINATION CONCRETE CURB AND GUTTER, TYPE B-6.12 10 CONCRETE MEDIAN SURFACE CONCRETE MEDIAN SURFACE 11 SUBBASE GRANULAR MATERIAL, TYPE B SUBBASE GRANULAR MATERIAL, TYPE B 12 REMOVAL AND DISPOSAL OF UNSUITABLE MATERIAL (SEE NOTE BELOW) REMOVAL AND DISPOSAL OF UNSUITABLE MATERIAL (SEE NOTE BELOW) 13 POROUS GRANULAR EMBANKMENT POROUS GRANULAR EMBANKMENT 14 GEOTECHNICAL FABRIC FOR GROUND STABILIZATIONGEOTECHNICAL FABRIC FOR GROUND STABILIZATION
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TOTAL
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STA. 506+13.79 TO STA. 508+25
STA. 520+75 TO STA. 526+10.23
PROPOSED TYPICAL SECTION
BAKERS LANE
STA. 506+13.79 TO STA. 508+25
STA. 520+75 TO STA. 526+10.23
RESOURCE ASSOCIATES
ENGINEERING F.A.U. 7131 (WASHINGTON STREET)
AND BAKERS LANE SHARED USE PATH
CITY OF URBANA, ILLINOIS
BAKERS LANE
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AutoCAD SHX Text 10'
AutoCAD SHX Text 2'
AutoCAD SHX Text 16.5' R.O.W.
AutoCAD SHX Text 16.5' R.O.W.
AutoCAD SHX Text D
AutoCAD SHX Text
10' LT.
AutoCAD SHX Text
20' RT.
AutoCAD SHX Text
VARIES
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text L
AutoCAD SHX Text B
AutoCAD SHX Text L
AutoCAD SHX Text B
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
10' LT.
AutoCAD SHX Text
20' RT.
AutoCAD SHX Text
AutoCAD SHX Text 1.5%
AutoCAD SHX Text 1.5%
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text LEGEND A EXISTING PCC PAVEMENT WITH HMA OVERLAY EXISTING PCC PAVEMENT WITH HMA OVERLAY B EXISTING CURB EXISTING CURB C EXISTING CURB AND GUTTER EXISTING CURB AND GUTTER D EXISTING GROUND EXISTING GROUND E EXISTING CONCRETE SIDEWALK EXISTING CONCRETE SIDEWALK 1 PCC SIDEWALK, 6 INCH (SPECIAL) PCC SIDEWALK, 6 INCH (SPECIAL) 2 NOT USED NOT USED 3 SEEDING, CLASS 1A SEEDING, CLASS 1A 4 SEEDING, CLASS 1B SEEDING, CLASS 1B 5 TOPSOIL EXCAVATION AND PLACEMENT (4" DEPTH TOPSOIL PLACEMENT) TOPSOIL EXCAVATION AND PLACEMENT (4" DEPTH TOPSOIL PLACEMENT) 6 EARTHEN SHOULDER (MATCH SIDEWALK SLOPE) EARTHEN SHOULDER (MATCH SIDEWALK SLOPE) 7 SIDEWALK REMOVAL SIDEWALK REMOVAL 8 PAVEMENT REMOVAL (INCLUDES REMOVAL OF THE EX. CONCRETE MEDIAN) PAVEMENT REMOVAL (INCLUDES REMOVAL OF THE EX. CONCRETE MEDIAN) 9 COMBINATION CONCRETE CURB AND GUTTER, TYPE B-6.12 COMBINATION CONCRETE CURB AND GUTTER, TYPE B-6.12 10 CONCRETE MEDIAN SURFACE CONCRETE MEDIAN SURFACE 11 SUBBASE GRANULAR MATERIAL, TYPE B SUBBASE GRANULAR MATERIAL, TYPE B 12 REMOVAL AND DISPOSAL OF UNSUITABLE MATERIAL (SEE NOTE BELOW) REMOVAL AND DISPOSAL OF UNSUITABLE MATERIAL (SEE NOTE BELOW) 13 POROUS GRANULAR EMBANKMENT POROUS GRANULAR EMBANKMENT 14 GEOTECHNICAL FABRIC FOR GROUND STABILIZATIONGEOTECHNICAL FABRIC FOR GROUND STABILIZATION
AutoCAD SHX Text NOTE: THE LOCATIONS FOR REMOVAL AND DISPOSAL OF UNSUITABLE MATERIAL SHALL BE DETERMINED BY THE ENGINEER DURING CONSTRUCTION. REMOVAL SHALL TAKE PLACE IN AREAS WERE TESTING SHOWS SOIL TO HAVE AN IBV OF 6.0 OR LESS.
AutoCAD SHX Text
SHEET NO. 3 OF 5 SHEETS
AutoCAD SHX Text
SCALE: N.T.S.
AutoCAD SHX Text rcb
AutoCAD SHX Text rcb
AutoCAD SHX Text
JM
AutoCAD SHX Text
STA. TO STA.
AutoCAD SHX Text
AutoCAD SHX Text
SECTION
AutoCAD SHX Text
COUNTY
AutoCAD SHX Text
ILLINOIS
AutoCAD SHX Text
FED. AID PROJECT
AutoCAD SHX Text
FED. ROAD DIST. NO. _
AutoCAD SHX Text
SHEETS
AutoCAD SHX Text
NO.
AutoCAD SHX Text
RTE.
AutoCAD SHX Text
AutoCAD SHX Text
USER NAME
AutoCAD SHX Text
$SCALE$
AutoCAD SHX Text
AutoCAD SHX Text
PLOT SCALE
AutoCAD SHX Text
AutoCAD SHX Text
PLOT DATE
AutoCAD SHX Text
DESIGNED
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
REVISED
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
REVISED
AutoCAD SHX Text
REVISED
AutoCAD SHX Text
REVISED
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
CHECKED
AutoCAD SHX Text
DRAWN
AutoCAD SHX Text
DATE
AutoCAD SHX Text
$DATE$
AutoCAD SHX Text sgieraltowski
AutoCAD SHX Text
CHAMPAIGN
AutoCAD SHX Text
20-00631-00-BT
AutoCAD SHX Text
AutoCAD SHX Text 4/25/2025
AutoCAD SHX Text FILE NAME:H:\Urbana Public Works, City of\W24128.00 Bakers Lane Bike Path\CADD\CADD C3D\99 PARKS\02 Sheet\W24128.00 TYP.dwgH:\Urbana Public Works, City of\W24128.00 Bakers Lane Bike Path\CADD\CADD C3D\99 PARKS\02 Sheet\W24128.00 TYP.dwg
AutoCAD SHX Text F.A.U.
AutoCAD SHX Text
AutoCAD SHX Text
TOTAL
AutoCAD SHX Text
STA. 508+25 TO STA. 520+75
PROPOSED TYPICAL SECTION
BAKERS LANE
STA. 508+25 TO STA. 519+75
RESOURCE ASSOCIATES
ENGINEERING F.A.U. 7131 (WASHINGTON STREET)
AND BAKERS LANE SHARED USE PATH
CITY OF URBANA, ILLINOIS
BAKERS LANE
TYPICAL SECTIONS
PROPOSED B-6.18 CURB AND GUTTER DETAIL
STA. 519+00 TO STA. 519+75
AutoCAD SHX Text
VARIES
AutoCAD SHX Text
10' LT.
AutoCAD SHX Text 1.5%
AutoCAD SHX Text D
AutoCAD SHX Text 2'
AutoCAD SHX Text 10'
AutoCAD SHX Text 2'
AutoCAD SHX Text 16.5' R.O.W.
AutoCAD SHX Text 16.5' R.O.W.
AutoCAD SHX Text D
AutoCAD SHX Text 16.5' R.O.W.
AutoCAD SHX Text 16.5' R.O.W.
AutoCAD SHX Text
VARIES
AutoCAD SHX Text
10' RT.
AutoCAD SHX Text
6' LT.
AutoCAD SHX Text
6' RT.
AutoCAD SHX Text 1.5%
AutoCAD SHX Text 1.5%
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text L
AutoCAD SHX Text B
AutoCAD SHX Text L
AutoCAD SHX Text B
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
10' LT.
AutoCAD SHX Text
AutoCAD SHX Text 1.5%
AutoCAD SHX Text 1.5%
AutoCAD SHX Text
AutoCAD SHX Text
10' LT.
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 1.5%
AutoCAD SHX Text
VARIES
AutoCAD SHX Text
COMBINATION CONCRETE CURB AND GUTTER, TYPE B-6.16 (WITH DEPRESSED CURB HEAD)
AutoCAD SHX Text
AutoCAD SHX Text LEGEND A EXISTING PCC PAVEMENT WITH HMA OVERLAY EXISTING PCC PAVEMENT WITH HMA OVERLAY B EXISTING CURB EXISTING CURB C EXISTING CURB AND GUTTER EXISTING CURB AND GUTTER D EXISTING GROUND EXISTING GROUND E EXISTING CONCRETE SIDEWALK EXISTING CONCRETE SIDEWALK 1 PCC SIDEWALK, 6 INCH (SPECIAL) PCC SIDEWALK, 6 INCH (SPECIAL) 2 NOT USED NOT USED 3 SEEDING, CLASS 1A SEEDING, CLASS 1A 4 SEEDING, CLASS 1B SEEDING, CLASS 1B 5 TOPSOIL EXCAVATION AND PLACEMENT (4" DEPTH TOPSOIL PLACEMENT) TOPSOIL EXCAVATION AND PLACEMENT (4" DEPTH TOPSOIL PLACEMENT) 6 EARTHEN SHOULDER (MATCH SIDEWALK SLOPE) EARTHEN SHOULDER (MATCH SIDEWALK SLOPE) 7 SIDEWALK REMOVAL SIDEWALK REMOVAL 8 PAVEMENT REMOVAL (INCLUDES REMOVAL OF THE EX. CONCRETE MEDIAN) PAVEMENT REMOVAL (INCLUDES REMOVAL OF THE EX. CONCRETE MEDIAN) 9 COMBINATION CONCRETE CURB AND GUTTER, TYPE B-6.12 COMBINATION CONCRETE CURB AND GUTTER, TYPE B-6.12 10 CONCRETE MEDIAN SURFACE CONCRETE MEDIAN SURFACE 11 SUBBASE GRANULAR MATERIAL, TYPE B SUBBASE GRANULAR MATERIAL, TYPE B 12 REMOVAL AND DISPOSAL OF UNSUITABLE MATERIAL (SEE NOTE BELOW) REMOVAL AND DISPOSAL OF UNSUITABLE MATERIAL (SEE NOTE BELOW) 13 POROUS GRANULAR EMBANKMENT POROUS GRANULAR EMBANKMENT 14 GEOTECHNICAL FABRIC FOR GROUND STABILIZATIONGEOTECHNICAL FABRIC FOR GROUND STABILIZATION
AutoCAD SHX Text NOTE: THE LOCATIONS FOR REMOVAL AND DISPOSAL OF UNSUITABLE MATERIAL SHALL BE DETERMINED BY THE ENGINEER DURING CONSTRUCTION. REMOVAL SHALL TAKE PLACE IN AREAS WERE TESTING SHOWS SOIL TO HAVE AN IBV OF 6.0 OR LESS.
AutoCAD SHX Text
SHEET NO. 4 OF 5 SHEETS
AutoCAD SHX Text
SCALE: N.T.S.
AutoCAD SHX Text rcb
AutoCAD SHX Text rcb
AutoCAD SHX Text
JM
AutoCAD SHX Text
STA. TO STA.
AutoCAD SHX Text
AutoCAD SHX Text
SECTION
AutoCAD SHX Text
COUNTY
AutoCAD SHX Text
ILLINOIS
AutoCAD SHX Text
FED. AID PROJECT
AutoCAD SHX Text
FED. ROAD DIST. NO. _
AutoCAD SHX Text
SHEETS
AutoCAD SHX Text
NO.
AutoCAD SHX Text
RTE.
AutoCAD SHX Text
AutoCAD SHX Text
USER NAME
AutoCAD SHX Text
$SCALE$
AutoCAD SHX Text
AutoCAD SHX Text
PLOT SCALE
AutoCAD SHX Text
AutoCAD SHX Text
PLOT DATE
AutoCAD SHX Text
DESIGNED
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
REVISED
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
REVISED
AutoCAD SHX Text
REVISED
AutoCAD SHX Text
REVISED
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
CHECKED
AutoCAD SHX Text
DRAWN
AutoCAD SHX Text
DATE
AutoCAD SHX Text
$DATE$
AutoCAD SHX Text sgieraltowski
AutoCAD SHX Text
CHAMPAIGN
AutoCAD SHX Text
20-00631-00-BT
AutoCAD SHX Text
AutoCAD SHX Text 4/25/2025
AutoCAD SHX Text FILE NAME:H:\Urbana Public Works, City of\W24128.00 Bakers Lane Bike Path\CADD\CADD C3D\99 PARKS\02 Sheet\W24128.00 TYP.dwgH:\Urbana Public Works, City of\W24128.00 Bakers Lane Bike Path\CADD\CADD C3D\99 PARKS\02 Sheet\W24128.00 TYP.dwg
AutoCAD SHX Text F.A.U.
AutoCAD SHX Text
AutoCAD SHX Text
TOTAL
AutoCAD SHX Text
F.A.U. 7124 (MAIN STREET)
PROPOSED TYPICAL SECTION
F.A.U. 7124 (MAIN STREET)
RESOURCE ASSOCIATES
ENGINEERING F.A.U. 7131 (WASHINGTON STREET)
AND BAKERS LANE SHARED USE PATH
CITY OF URBANA, ILLINOIS
F.A.U. 7124 (MAIN STREET)
TYPICAL SECTIONS
PROPOSED PCC PAVEMENT 12" DETAIL
D
AutoCAD SHX Text D
AutoCAD SHX Text E
AutoCAD SHX Text 33' R.O.W.
AutoCAD SHX Text
33' PRESCRIPTIVE R.O.W.
AutoCAD SHX Text 26'
AutoCAD SHX Text 26'
AutoCAD SHX Text 8'
AutoCAD SHX Text
EX. 4' WIDE CONCRETE MEDIAN, TYPE C-4 PARTIALLY REMOVED
AutoCAD SHX Text A
AutoCAD SHX Text C
AutoCAD SHX Text D
AutoCAD SHX Text D
AutoCAD SHX Text E
AutoCAD SHX Text C
AutoCAD SHX Text A
AutoCAD SHX Text 26'
AutoCAD SHX Text 8'
AutoCAD SHX Text 26'
AutoCAD SHX Text 20'
AutoCAD SHX Text 20'
AutoCAD SHX Text 33' R.O.W.
AutoCAD SHX Text
33' PRESCRIPTIVE R.O.W.
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text A
AutoCAD SHX Text C
AutoCAD SHX Text C
AutoCAD SHX Text A
AutoCAD SHX Text
REVERSE PITCH GUTTER FLAG ON MEDIAN ISLAND.
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
3" HMA OVERLAY AND 9" PCC PAVEMENT
AutoCAD SHX Text
AutoCAD SHX Text
MATCH EX.
AutoCAD SHX Text
PORTLAND CEMENT CONCRETE PAVEMENT 12"
AutoCAD SHX Text
TIE BARS 3/4"
AutoCAD SHX Text A
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text LEGEND A EXISTING PCC PAVEMENT WITH HMA OVERLAY EXISTING PCC PAVEMENT WITH HMA OVERLAY B EXISTING CURB EXISTING CURB C EXISTING CURB AND GUTTER EXISTING CURB AND GUTTER D EXISTING GROUND EXISTING GROUND E EXISTING CONCRETE SIDEWALK EXISTING CONCRETE SIDEWALK 1 PCC SIDEWALK, 6 INCH (SPECIAL) PCC SIDEWALK, 6 INCH (SPECIAL) 2 NOT USED NOT USED 3 SEEDING, CLASS 1A SEEDING, CLASS 1A 4 SEEDING, CLASS 1B SEEDING, CLASS 1B 5 TOPSOIL EXCAVATION AND PLACEMENT (4" DEPTH TOPSOIL PLACEMENT) TOPSOIL EXCAVATION AND PLACEMENT (4" DEPTH TOPSOIL PLACEMENT) 6 EARTHEN SHOULDER (MATCH SIDEWALK SLOPE) EARTHEN SHOULDER (MATCH SIDEWALK SLOPE) 7 SIDEWALK REMOVAL SIDEWALK REMOVAL 8 PAVEMENT REMOVAL (INCLUDES REMOVAL OF THE EX. CONCRETE MEDIAN) PAVEMENT REMOVAL (INCLUDES REMOVAL OF THE EX. CONCRETE MEDIAN) 9 COMBINATION CONCRETE CURB AND GUTTER, TYPE B-6.12 COMBINATION CONCRETE CURB AND GUTTER, TYPE B-6.12 10 CONCRETE MEDIAN SURFACE CONCRETE MEDIAN SURFACE 11 SUBBASE GRANULAR MATERIAL, TYPE B SUBBASE GRANULAR MATERIAL, TYPE B 12 REMOVAL AND DISPOSAL OF UNSUITABLE MATERIAL (SEE NOTE BELOW) REMOVAL AND DISPOSAL OF UNSUITABLE MATERIAL (SEE NOTE BELOW) 13 POROUS GRANULAR EMBANKMENT POROUS GRANULAR EMBANKMENT 14 GEOTECHNICAL FABRIC FOR GROUND STABILIZATIONGEOTECHNICAL FABRIC FOR GROUND STABILIZATION
AutoCAD SHX Text NOTE: THE LOCATIONS FOR REMOVAL AND DISPOSAL OF UNSUITABLE MATERIAL SHALL BE DETERMINED BY THE ENGINEER DURING CONSTRUCTION. REMOVAL SHALL TAKE PLACE IN AREAS WERE TESTING SHOWS SOIL TO HAVE AN IBV OF 6.0 OR LESS.
AutoCAD SHX Text
SHEET NO. 5 OF 5 SHEETS
AutoCAD SHX Text
SCALE: N.T.S.
AutoCAD SHX Text rcb
AutoCAD SHX Text rcb
AutoCAD SHX Text
JM
AutoCAD SHX Text
STA. TO STA.
AutoCAD SHX Text
AutoCAD SHX Text
SECTION
AutoCAD SHX Text
COUNTY
AutoCAD SHX Text
ILLINOIS
AutoCAD SHX Text
FED. AID PROJECT
AutoCAD SHX Text
FED. ROAD DIST. NO. _
AutoCAD SHX Text
SHEETS
AutoCAD SHX Text
NO.
AutoCAD SHX Text
RTE.
AutoCAD SHX Text
AutoCAD SHX Text
USER NAME
AutoCAD SHX Text
$SCALE$
AutoCAD SHX Text
AutoCAD SHX Text
PLOT SCALE
AutoCAD SHX Text
AutoCAD SHX Text
PLOT DATE
AutoCAD SHX Text
DESIGNED
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
REVISED
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
REVISED
AutoCAD SHX Text
REVISED
AutoCAD SHX Text
REVISED
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
CHECKED
AutoCAD SHX Text
DRAWN
AutoCAD SHX Text
DATE
AutoCAD SHX Text
$DATE$
AutoCAD SHX Text sgieraltowski
AutoCAD SHX Text
CHAMPAIGN
AutoCAD SHX Text
20-00631-00-BT
AutoCAD SHX Text
AutoCAD SHX Text 4/25/2025
AutoCAD SHX Text FILE NAME:H:\Urbana Public Works, City of\W24128.00 Bakers Lane Bike Path\CADD\CADD C3D\99 PARKS\02 Sheet\W24128.00 TYP.dwgH:\Urbana Public Works, City of\W24128.00 Bakers Lane Bike Path\CADD\CADD C3D\99 PARKS\02 Sheet\W24128.00 TYP.dwg
AutoCAD SHX Text F.A.U.
AutoCAD SHX Text
AutoCAD SHX Text
TOTAL
AutoCAD SHX Text
AND BAKERS LANE SHARED USE PATH
CITY OF URBANA, ILLINOIS
CITY OF URBANA
F.A.U. 7131 (WASHINGTON ST.) AND BAKERS LANE SHARED USE PATH
ALIGNMENT, CONTROL, AND BENCHMARKS
AutoCAD SHX Text
F.A.U. 7131 (WASHINGTON STREET)
AutoCAD SHX Text
BM #1
AutoCAD SHX Text
CURVE 1
AutoCAD SHX Text
S KINCH STREET
AutoCAD SHX Text
TIMOTHY TRAIL
AutoCAD SHX Text
S SMITH ROAD
AutoCAD SHX Text
E ILLINOIS STREET
AutoCAD SHX Text
E MAIN STREET
AutoCAD SHX Text
DODSON DRIVE
AutoCAD SHX Text
DODSON DRIVE
AutoCAD SHX Text
CPT1 EL.731.710
AutoCAD SHX Text
CPT22 EL.730.344
AutoCAD SHX Text
CPT3 EL.725.890
AutoCAD SHX Text
CPT14 EL.723.483
AutoCAD SHX Text
CPT15 EL.721.438
AutoCAD SHX Text
CPT16 EL.720.858
AutoCAD SHX Text
CPT17 EL.721.786
AutoCAD SHX Text
CPT18 EL.723.045
AutoCAD SHX Text
CPT29 EL.724.332
AutoCAD SHX Text
CPT41 EL.717.744
AutoCAD SHX Text
CPT30 EL.738.871
AutoCAD SHX Text
CPT31 EL.735.550
AutoCAD SHX Text
CPT37 EL.732.344
AutoCAD SHX Text
CPT33 EL.733.043
AutoCAD SHX Text
CPT34 EL.728.796
AutoCAD SHX Text
CPT35 EL.732.466
AutoCAD SHX Text
BM #2
AutoCAD SHX Text
BM #4
AutoCAD SHX Text
CURVE 2
AutoCAD SHX Text
CURVE 3
AutoCAD SHX Text
CURVE 4
AutoCAD SHX Text
CURVE 5
AutoCAD SHX Text
CURVE 6
AutoCAD SHX Text
CURVE 7
AutoCAD SHX Text
CURVE 8
AutoCAD SHX Text
CURVE 9
AutoCAD SHX Text
CURVE 10
AutoCAD SHX Text
CURVE 11
AutoCAD SHX Text
CURVE 12
AutoCAD SHX Text
CURVE 13
AutoCAD SHX Text
CURVE 14
AutoCAD SHX Text
CURVE 15
AutoCAD SHX Text
CURVE 17
AutoCAD SHX Text
CURVE 18
AutoCAD SHX Text
CURVE 19
AutoCAD SHX Text
CURVE 20
AutoCAD SHX Text
CURVE 21
AutoCAD SHX Text
CURVE 22
AutoCAD SHX Text
CURVE 23
AutoCAD SHX Text
LINE 1
AutoCAD SHX Text
LINE 2
AutoCAD SHX Text
LINE 7
AutoCAD SHX Text
LINE 9
AutoCAD SHX Text
LINE 11
AutoCAD SHX Text
LINE 15
AutoCAD SHX Text
LINE 3
AutoCAD SHX Text
LINE 4
AutoCAD SHX Text
LINE 5
AutoCAD SHX Text
LINE 6
AutoCAD SHX Text
LINE 8
AutoCAD SHX Text
LINE 10
AutoCAD SHX Text
LINE 12
AutoCAD SHX Text
LINE 13
AutoCAD SHX Text
LINE 14
AutoCAD SHX Text
LINE 16
AutoCAD SHX Text
LINE 19
AutoCAD SHX Text
LINE 20
AutoCAD SHX Text
LINE 21
AutoCAD SHX Text
LINE 22
AutoCAD SHX Text
LINE 23
AutoCAD SHX Text
LINE 24
AutoCAD SHX Text
LINE 25
AutoCAD SHX Text
LINE 17
AutoCAD SHX Text
LINE 18
AutoCAD SHX Text
CURVE 16
AutoCAD SHX Text
SECTION
AutoCAD SHX Text
COUNTY
AutoCAD SHX Text
ILLINOIS
AutoCAD SHX Text
FED. AID PROJECT
AutoCAD SHX Text
FED. ROAD DIST. NO. _
AutoCAD SHX Text
SHEETS
AutoCAD SHX Text
NO.
AutoCAD SHX Text
RTE.
AutoCAD SHX Text
AutoCAD SHX Text
USER NAME
AutoCAD SHX Text
$SCALE$
AutoCAD SHX Text
AutoCAD SHX Text
PLOT SCALE
AutoCAD SHX Text
AutoCAD SHX Text
PLOT DATE
AutoCAD SHX Text
DESIGNED
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
REVISED
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
REVISED
AutoCAD SHX Text
REVISED
AutoCAD SHX Text
REVISED
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
CHECKED
AutoCAD SHX Text
DRAWN
AutoCAD SHX Text
DATE
AutoCAD SHX Text
$DATE$
AutoCAD SHX Text sgieraltowski
AutoCAD SHX Text
CHAMPAIGN
AutoCAD SHX Text
20-00631-00-BT
AutoCAD SHX Text
AutoCAD SHX Text 4/25/2025
AutoCAD SHX Text FILE NAME:H:\Urbana Public Works, City of\W24128.00 Bakers Lane Bike Path\CADD\CADD C3D\99 PARKS\02 Sheet\W24128.00 ATB.dwgH:\Urbana Public Works, City of\W24128.00 Bakers Lane Bike Path\CADD\CADD C3D\99 PARKS\02 Sheet\W24128.00 ATB.dwg
AutoCAD SHX Text F.A.U.
AutoCAD SHX Text
AutoCAD SHX Text
TOTAL
AutoCAD SHX Text
AutoCAD SHX Text
CONTRACT NO. L0106
AutoCAD SHX Text
SHEET NO. 1 OF 2 SHEETS
AutoCAD SHX Text
SCALE: 1"=100'
AutoCAD SHX Text
SS
AutoCAD SHX Text rcb
AutoCAD SHX Text
JM
AutoCAD SHX Text
AutoCAD SHX Text
STA. TO STA.
AutoCAD SHX Text
AutoCAD SHX Text 100'
AutoCAD SHX Text 200'
AutoCAD SHX Text
SCALE: 1"=100'
AutoCAD SHX Text ABBREVIATIONS BM = BENCHMARK = BENCHMARK BP = BEGINNING POINT = BEGINNING POINT CP = CONTROL POINT = CONTROL POINT D = DELTA = DELTA E = EAST = EAST EP = ENDING POINT = ENDING POINT IP = IRON PIPE = IRON PIPE IR = IRON ROD = IRON ROD L = ARC LENGTH = ARC LENGTH LT = LEFT = LEFT N = NORTH = NORTH PC = POINT OF CURVATURE = POINT OF CURVATURE PI = POINT OF INTERSECTION = POINT OF INTERSECTION PT = POINT OF TANGENCY = POINT OF TANGENCY R = RADIUS = RADIUS RT = RIGHT = RIGHT S = SOUTH = SOUTH T = TANGENT = TANGENT W = WEST= WEST
AutoCAD SHX Text
CURVE TABLE
AutoCAD SHX Text
NO. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23
AutoCAD SHX Text PI STA 301+86.81 302+26.88 302+66.84 303+06.85 306+54.37 306+94.41 308+32.03 308+72.13 309+98.26 310+38.37 311+49.98 311+90.03 312+30.03 312+70.08 506+40.96 507+29.63 508+54.65 510+76.00 514+27.07 520+17.09 522+93.94 525+19.64 526+24.30
AutoCAD SHX Text Δ 3°41'50" (LT) 3°41'50" (RT) 1°20'58" (RT) 1°42'08" (LT) 2°44'05" (RT) 2°47'47" (LT) 4°17'19" (RT) 4°17'19" (LT) 4°25'30" (LT) 4°22'49" (RT) 2°51'40" (LT) 2°51'50" (RT) 2°55'19" (RT) 2°48'47" (LT) 37°04'52" (LT) 35°48'30" (RT) 14°49'18" (RT) 23°06'49" (LT) 11°28'02" (RT) 3°52'09" (RT) 14°02'04" (LT) 16°12'39" (LT) 24°46'13" (RT)
AutoCAD SHX Text R 300.00' 300.00' 800.00' 800.00' 400.00' 400.00' 400.00' 400.00' 400.00' 400.00' 400.00' 400.00' 400.00' 400.00' 81.00' 91.00' 500.00' 245.00' 505.00' 505.00' 495.00' 395.00' 60.00'
AutoCAD SHX Text T 9.68' 9.68' 9.42' 11.88' 9.55' 9.76' 14.98' 14.98' 15.45' 15.30' 9.99' 10.00' 10.20' 9.82' 27.17' 29.40' 65.03' 50.10' 50.71' 17.06' 60.93' 56.26' 13.18'
AutoCAD SHX Text L 19.36' 19.36' 18.84' 23.77' 19.09' 19.52' 29.94' 29.94' 30.89' 30.58' 19.97' 19.99' 20.40' 19.64' 52.42' 56.87' 129.34' 98.83' 101.07' 34.10' 121.25' 111.76' 25.94'
AutoCAD SHX Text E 0.156' 0.156' 0.055' 0.088' 0.114' 0.119' 0.280' 0.280' 0.298' 0.292' 0.125' 0.125' 0.130' 0.121' 4.434 4.631' 4.212' 5.070' 2.539' 0.288' 3.736' 3.986' 1.430'
AutoCAD SHX Text PC STA 301+77.12 302+17.20 302+57.42 302+94.97 306+44.82 306+84.64 308+17.06 308+57.15 309+82.81 310+23.07 311+39.99 311+80.03 312+19.82 312+60.26 506+13.79 507+00.23 507+89.62 510+25.90 513+76.36 520+00.03 522+33.01 524+63.39 526+11.12
AutoCAD SHX Text PT STA 301+96.48 302+36.56 302+76.26 303+18.73 306+63.91 307+04.17 308+47.00 308+87.10 310+13.70 310+53.65 311+59.97 312+00.02 312+40.22 312+79.89 506+66.22 507+57.10 509+18.96 511+24.74 514+77.43 520+34.13 523+54.26 525+75.14 526+37.06
AutoCAD SHX Text
LINE TABLE
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NO. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25
AutoCAD SHX Text DISTANCE 177.12' 20.72' 20.86' 18.71' 326.09' 20.73' 112.89' 10.16' 95.71' 9.37' 86.34' 20.06' 19.80' 20.03' 520.10' 613.79' 34.01' 32.52' 106.95' 251.62' 522.60' 198.88' 109.13' 35.98' 123.17'
BEARING N89° 37' 44"E N85° 55' 54"E N89° 37' 44"E S89° 01' 18"E N89° 16' 34"E S87° 59' 21"E N89° 12' 51"E S86° 29' 49"E N89° 12' 51"E N84° 47' 21"E N89° 10' 10"E N86° 18' 30"E N89° 10' 20"E S87° 54' 21"E N89° 16' 52"E N00° 38' 45"W N37° 43' 37"W N01° 55' 07"W N12° 54' 11"E N10° 12' 38"W N01° 15' 25"E N05° 07' 34"E N08° 54' 30"W N25° 07' 10"W N00° 20' 56"W
AND BAKERS LANE SHARED USE PATH
CITY OF URBANA, ILLINOIS
CITY OF URBANA
F.A.U. 7131 (WASHINGTON ST.) AND BAKERS LANE SHARED USE PATH
ALIGNMENT, CONTROL, AND BENCHMARKS
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SECTION
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COUNTY
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ILLINOIS
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FED. AID PROJECT
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FED. ROAD DIST. NO. _
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SHEETS
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NO.
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RTE.
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USER NAME
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$SCALE$
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PLOT SCALE
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PLOT DATE
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DESIGNED
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REVISED
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REVISED
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REVISED
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CHECKED
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DRAWN
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DATE
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$DATE$
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CHAMPAIGN
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20-00631-00-BT
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AutoCAD SHX Text 4/25/2025
AutoCAD SHX Text FILE NAME:H:\Urbana Public Works, City of\W24128.00 Bakers Lane Bike Path\CADD\CADD C3D\99 PARKS\02 Sheet\W24128.00 ATB.dwgH:\Urbana Public Works, City of\W24128.00 Bakers Lane Bike Path\CADD\CADD C3D\99 PARKS\02 Sheet\W24128.00 ATB.dwg
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TOTAL
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CONTRACT NO. L0106
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SHEET NO. 2 OF 2 SHEETS
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SCALE: N/A
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SS
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JM
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STA. TO STA.
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ALIGNMENT COORDINATES - F.A.U. 7131 (WASHINGTON ST) PATH
AutoCAD SHX Text BP PC PT PC PT PC PT PC PT PC PT PC PT PC PT PC PT PC PT PC PT PC PT PC PT PC PT PC PT EP
AutoCAD SHX Text STATION 300+00.00 301+77.12 301+96.48 302+17.20 302+36.56 302+57.42 302+76.26 302+94.97 303+18.73 306+44.82 306+63.91 306+84.64 307+04.17 308+17.06 308+47.00 308+57.15 308+87.10 309+82.81 310+13.70 310+23.07 310+53.65 311+39.99 311+59.97 311+80.03 312+00.02 312+19.82 312+40.22 312+60.26 312+79.89 317+99.99
AutoCAD SHX Text N 1,252,490.5806 1,252,491.7281 1,252,492.4777 1,252,493.9476 1,252,494.6973 1,252,494.8324 1,252,494.7326 1,252,494.4132 1,252,494.3605 1,252,498.4802 1,252,498.2658 1,252,497.5383 1,252,497.3296 1,252,498.8778 1,252,498.1680 1,252,497.5474 1,252,496.8377 1,252,498.1503 1,252,499.7658 1,252,500.6166 1,252,502.2277 1,252,503.4795 1,252,504.2675 1,252,505.5592 1,252,506.3475 1,252,506.6336 1,252,506.4083 1,252,505.6762 1,252,505.4406 1,252,511.9659
AutoCAD SHX Text E 1,026,323.1100 1,026,500.2312 1,026,519.5713 1,026,540.2378 1,026,559.5779 1,026,580.4362 1,026,599.2772 1,026,617.9803 1,026,641.7456 1,026,967.8064 1,026,986.8948 1,027,007.6165 1,027,027.1368 1,027,140.0142 1,027,169.9396 1,027,180.0782 1,027,210.0036 1,027,305.7091 1,027,336.5522 1,027,345.8815 1,027,376.4114 1,027,462.7457 1,027,482.7026 1,027,502.7228 1,027,522.6988 1,027,542.4960 1,027,562.8917 1,027,582.9124 1,027,602.5469 1,028,122.6014
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BENCHMARK #1
AutoCAD SHX Text ELEV. 733.16 (NAVD 88) SOUTH MUELLER BOLT ON FIRE HYDRANT ON THE NORTH SIDE OF EAST WASHINGTON STREET, FIRST FIRE HYDRANT EAST OF KINCH STREET.
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BENCHMARK #2
AutoCAD SHX Text ELEV. 723.19 (NAVD 88) MUELLER BOLT ON FIRE HYDRANT AT THE SOUTHEAST CORNER OF EAST WASHINGTON STREET AND TIMOTHY TRAIL.
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BENCHMARK #3
AutoCAD SHX Text ELEV. 720.36 (NAVD 88) IOWA BOLT ON FIRE HYDRANT ON THE NORTH SIDE OF W FLORIDA AVENUE WEST OF DRIVE AT RESIDENCE #610 W FLORIDA AVENUE.
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BENCHMARK #4
AutoCAD SHX Text ELEV. 734.64 (NAVD 88) MAG NAIL IN POWER POLE LOCATED ON THE SOUTH SIDE OF EAST MAIN STREET, THIRD POWER POLE EAST OF NORTH SMITH ROAD.
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ALIGNMENT COORDINATES - BAKERS LANE PATH
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BP PC PT PC PT PC PT PC PT PC PT PC PT PC PT PC PT PC PT EP
AutoCAD SHX Text STATION 500+00.00 506+13.79 506+66.22 507+00.23 507+57.10 507+89.62 509+18.96 510+25.90 511+24.74 513+76.36 514+77.43 520+00.03 520+34.13 522+33.01 523+54.26 524+63.39 525+75.14 526+11.12 526+37.06 527+60.23
AutoCAD SHX Text N 1,252,478.9178 1,253,092.6727 1,253,141.3236 1,253,168.2229 1,253,220.8592 1,253,253.3581 1,253,381.7482 1,253,485.9934 1,253,584.1320 1,253,831.7700 1,253,932.3649 1,254,454.8344 1,254,488.8783 1,254,686.9598 1,254,807.8399 1,254,915.6526 1,255,022.1643 1,255,054.7397 1,255,079.8446 1,255,203.0094
AutoCAD SHX Text E 1,028,058.6597 1,028,051.7422 1,028,034.8132 1,028,014.0029 1,027,995.0291 1,027,993.9404 1,028,006.2855 1,028,030.1667 1,028,032.4731 1,027,987.8694 1,027,979.9934 1,027,991.4559 1,027,993.3542 1,028,011.1233 1,028,007.1320 1,027,990.2328 1,027,957.6408 1,027,942.3680 1,027,936.6946 1,027,935.9446
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CONTROL POINTS COORDINATES
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NO. 1 3 14 15 16 17 18 22 29 30 31 33 34 35 37 41
AutoCAD SHX Text NORTHING 1,252,409.777 1,252,422.661 1,252,494.621 1,252,509.034 1,252,430.405 1,252,429.456 1,252,573.979 1,252,413.051 1,253,543.698 1,255,069.989 1,255,136.860 1,255,136.723 1,254,197.733 1,254,711.166 1,255,080.447 1,253,498.159
AutoCAD SHX Text EASTING 1,026,767.912 1,027,437.404 1,027,622.159 1,028,024.879 1,027,982.355 1,028,197.756 1,027,995.537 1,026,979.552 1,027,984.834 1,027,097.324 1,027,537.039 1,028,044.448 1,027,810.663 1,027,436.005 1,027,927.914 1,028,210.846
AutoCAD SHX Text ELEVATION 731.710 725.890 723.483 721.438 720.858 721.786 723.045 730.344 724.332 738.871 735.550 733.043 728.796 732.466 732.344 717.744
DESCRIPTION SET CUT CROSS SET CUT CROSS SET CUT CROSS SET CUT CROSS SET CUT CROSS FOUND NAIL SET CUT CROSS SET CUT CROSS SET IRON PIPE SET CUT CROSS SET CUT CROSS SET CUT CROSS SET IRON PIPE SET IRON PIPE SET CUT CROSS SET CUT CROSS
AND BAKERS LANE SHARED USE PATH
CITY OF URBANA, ILLINOIS
F.A.U. 7131 (WASHINGTON STREET)
EXISTING CONDITIONS AND REMOVAL PLAN
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VAULT
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CONC
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CONC
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FO VAULT
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METER BOX ON CONC PAD
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SL VAULT
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WM VAULT
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CONC
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CONC
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BEEHIVE MANHOLE DOME:732.48 RIM:732.30 INV:729.90 12"RCP (S)
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CATCH BASIN RIM:731.26 12" (N,S) PER ATLAS
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STORM MANHOLE RIM:731.50 12" (N) PER ATLAS 24" (E,W) PER ATLAS
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INLET RIM:732.58 (S) PER ATLAS
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ASPH
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ASPH
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CONC
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"M" VAULT
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CONC
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12" IAWC
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12" IAWC
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8" IAWC
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2011 WASHINGTON STREET
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2000 & 2002 WASHINGTON STREET
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UTILITY VAULT TO BE ADJUSTED BY OTHERS
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FIBER OPTIC UTILITY VAULT TO BE ADJUSTED BY OTHERS
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METER VAULTS TO BE ADJUSTED
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JUNCTION BOX TO BE ADJUSTED
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SIGN
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AutoCAD SHX Text +75.5
AutoCAD SHX Text +47.5
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AutoCAD SHX Text +39.6
AutoCAD SHX Text +82.9
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DRIVEWAY PAVEMENT REMOVAL (0' LT)
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SIDEWALK REMOVAL (15' LT)
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DRIVEWAY PAVEMENT REMOVAL (15' LT)
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PROPERTY LINE
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SIDEWALK REMOVAL
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TREE REMOVAL
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EXISTING SIGN TO BE PROTECTED BY CONTRACTOR DURING CONSTRUCTION
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COMBINATION CURB AND GUTTER REMOVAL
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RELOCATE SIGN PANEL ASSEMBLY- TYPE A AND METAL POST-TYPE A "STOP SIGN, 4-WAY"
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RELOCATE SIGN PANEL-TYPE 1 AND METAL POST-TYPE A "STAFF PARKING"
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BEGIN CONSTRUCTION STA. 300+34.52
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TEMPORARY FENCE - USED FOR TREE PROTECTION
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LIMITS OF GRADING
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TRP
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TRP
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TRP
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TRP
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TRP
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SANITARY MANHOLE RIM:728.95 6" (S) PER ATLAS
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BLOCK WALL
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WOOD SIGN
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METAL POST
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RUBBER TUBING
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PLASTIC POLE
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CONC
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CONC
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CONC
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ASPH
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FO VAULT
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BLOCK WALL
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METAL SIGN
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POST
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BRICK SIGN
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TRANS ON CONC PAD
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INLET RIM:729.45 12" (S) PER ATLAS
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2-GUY WIRE
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ASPH
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12" IAWC
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6" IAWC
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6" IAWC (PRIVATE)
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12" IAWC
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2102 & 2202 WASHINGTON STREET
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FIRE HYDRANT TO BE RELOCATED BY OTHERS
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FIBER OPTIC UTILITY VAULT TO BE ADJUSTED BY OTHERS
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SANITARY MANHOLE TO BE ADJUSTED
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TEMPORARY EASEMENT
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SIDEWALK REMOVAL
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DRIVEWAY PAVEMENT REMOVAL (15' LT)
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SIDEWALK REMOVAL (15' LT)
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AutoCAD SHX Text +66.3
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SIDEWALK REMOVAL
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COMBINATION CURB AND GUTTER REMOVAL
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15' LT
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23' LT
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TRP
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TEMPORARY FENCE-USED FOR TREE PROTECTION
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LIMITS OF GRADING
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VALVE BOX TO BE ADJUSTED
AutoCAD SHX Text REMOVAL LEGEND SIDWALK REMOVAL DRIVEWAY REMOVAL TREE REMOVAL TREE PROTECTION TREE ROOT PRUNING
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APPROXIMATE LOCATION OF PAVEMENT CORE
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TRP
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SECTION
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COUNTY
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ILLINOIS
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FED. AID PROJECT
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FED. ROAD DIST. NO. _
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SHEETS
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NO.
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USER NAME
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$SCALE$
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PLOT SCALE
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DESIGNED
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DRAWN
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DATE
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$DATE$
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CHAMPAIGN
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20-00631-00-BT
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AutoCAD SHX Text 4/25/2025
AutoCAD SHX Text FILE NAME:H:\Urbana Public Works, City of\W24128.00 Bakers Lane Bike Path\CADD\CADD C3D\99 PARKS\02 Sheet\W24128.00 REM.dwgH:\Urbana Public Works, City of\W24128.00 Bakers Lane Bike Path\CADD\CADD C3D\99 PARKS\02 Sheet\W24128.00 REM.dwg
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TOTAL
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CONTRACT NO. L0106
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SHEET NO. 1 OF 5 SHEETS
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SCALE: 1"=20'
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JM
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STA. 300+34.54 TO STA. 309+00
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MATCH LINE STA. 304+50
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F.A.U. 7131 (WASHINGTON STREET)
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KINCH STREET
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URBANA PARK DISTRICT HEALTH AND WELLNESS CENTER (UNDER CONSTRUCTION)
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MATCH LINE STA. 304+50
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F.A.U. 7131 (WASHINGTON STREET)
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MATCH LINE STA. 309+00 SEE SHEET NO 13
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URBANA SCHOOL DISTRICT 116 PRAIRIE CAMPUS
SCALE: 1"=20'
AND BAKERS LANE SHARED USE PATH
CITY OF URBANA, ILLINOIS
F.A.U. 7131 (WASHINGTON STREET)
EXISTING CONDITIONS AND REMOVAL PLAN
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CONC
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CONC
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AGG
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UC2B VAULT
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TS VAULT
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WV
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CONC
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CONC
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POST FOR RADAR
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BRICK & METAL SIGN
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VAULT
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AGG
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CONC
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CONC
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CONC
AutoCAD SHX Text BEEHIVE MANHOLE DOME:722.13 RIM:721.98 "DRAINS TO RIVER" INV:717.08 15"PVC (NW) (E) PER ATLAS
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INLET RIM:722.28 INV:720.20 12"PVC (NE)
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INLET RIM:726.99 12" (N,S) PER ATLAS
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INLET RIM:726.61 INV:724.06 12"PVC (N)
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INLET RIM:722.78 12" (N,S) PER ATLAS
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CONC
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12" IAWC
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2102 & 2202 WASHINGTON STREET
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VALVE BOX TO BE ADJUSTED
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FIBER OPTIC UTILITY VAULT TO BE ADJUSTED BY OTHERS
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TEMPORARY EASEMENT
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DRIVEWAY PAVEMENT REMOVAL (20' LT)
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SIDEWALK REMOVAL (15' LT)
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SIDEWALK REMOVAL
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COMBINATION CURB AND GUTTER REMOVAL
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REMOVING INLETS
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STORM SEWER REMOVAL 12"
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DRIVEWAY PAVEMENT REMOVAL (13.6 LT)
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SIDEWALK REMOVAL (22.8' LT)
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TRP
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TRP
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TRP
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LIMITS OF GRADING
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TEMPORARY FENCE-USED FOR TREE PROTECTION
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RELOCATE SIGN PANEL-TYPE 1 AND METAL POST-TYPE A "STAFF PARKING ONLY"
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RELOCATE SIGN PANEL-TYPE 1 AND METAL POST-TYPE A "STOP SIGN"
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CONC
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CONC
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CONC
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GV ON CONC
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BRICK & WOOD SIGN
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ELEC VAULT
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METAL POST
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CONC
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CONC
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CONC
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CONC
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SL VAULT
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SL VAULT
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WOOD POST
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EDGE OF BRUSH & TREES
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METAL CAB ON POST W/EM
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2-GUY WIRE
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STORM MANHOLE DOME:719.44 RIM:718.93 INV:715.93 12"PVC (N) 12" (SE) PER ATLAS
AutoCAD SHX Text BEEHIVE MANHOLE DOME:717.50 RIM:717.02 INV:715.07 10"CPP (W) INV:715.04 15"PVC (E)
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FES INV:718.09
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INLET RIM:721.86 INV:719.76 12"PVC (W) INV:719.71 12"PVC (E)
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INLET RIM:721.72 INV:719.87 12"PVC (W)
AutoCAD SHX Text STORM MANHOLE RIM:722.10 INV:714.40 36"RCP (S) INV:714.25 15"PVC (W) INV:714.22 36"RCP (N) 30" (N) PER ATLAS
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CATCH BASIN RIM:720.73 INV:713.83 36"RCP (N) INV:713.63 42"RCP (S)
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CATCH BASIN (OPENING IN FACE OF CURB) RIM:720.25 12" (NW,S) PER ATLAS
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