BID PLANS 2025 ASPHALT ROAD PROGRAM.pdf
PDF 11 MB Posted
- Attached to
- 2025 Asphalt Road Program State and local contract opportunity
- Solicitation number
- IFB-CAH-05-29-2025-001
- Issued by
- Oakland County, Michigan
About this file
The documents represent bid plans for the 2025 Asphalt Road Program for the City of Auburn Hills in Oakland County, Michigan. The project involves road rehabilitation and reconstruction work on three roadways: Shimmons Circle, Tienken Road, and Squirrel Road. The project includes milling and resurfacing existing roadways, installing new pavement markings, implementing soil erosion and sedimentation control measures, and maintaining traffic during construction. The roads have varying right-of-way widths ranging from 60 to 120 feet, and the project involves detailed design plans, profile views, construction staging, and maintenance of traffic protocols.
The bid documents are prepared by OHM Advisors and include comprehensive engineering drawings detailing existing conditions, proposed road cross-sections, alignment details, and erosion control strategies. The project appears to be funded through municipal infrastructure funds, with a focus on improving road conditions across multiple segments within the city. The plans include specific technical details such as pavement structures, drainage considerations, and utility coordination. The project number is 0120-24-0340, and the bid is scheduled for release on May 8, 2025, with construction expected to improve road safety, traffic flow, and infrastructure quality in the Auburn Hills area.
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Other files for this state and local contract opportunity
| File | Type | Posted |
|---|---|---|
| 2025 ASPHALT BID FORM.xls | XLS spreadsheet | |
| BID BOOK 2025 Asphalt Road Program.pdf |
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Text version
2365 Pontiac Road, Suite 201 | Auburn Hills, MI 48326 P (248) 751-3100 | F (248) 287-4201
Advancing Communities
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DUTTON
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ORION TWP.
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UNIVERSITY
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PONTIAC RD.
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SHIMMONS RD.
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SQUIRREL RD.
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AVON RD.
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DUTTON RD.
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BALD MOUNTAIN RD.
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GALLOWAY LAKE
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DR.
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CITY OF AUBURN HILLS
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CITY OF ROCHESTER HILLS
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SARGENT CR.
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WALTON BLVD.
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CITY OF AUBURN HILLS
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PROJECT NO.
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SHEET NO.
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ALEX PARENT P.E.
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REVISIONS
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PREPARED UNDER THE SUPERVISION OF:
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AutoCAD SHX Text 0120-24-0340
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%%ULOCATION MAP
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APPLICATION DATE
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PERMITS
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APPROVAL DATE
AutoCAD SHX Text 5/6/2025
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OCWRC SESC PERMIT
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RCOC ROW PERMIT
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ROCHESTER HILLS ROW PERMIT
http://www.ohm-eng.com http://www.ohm-eng.com http://www.ohm-eng.com http://www.ohm-eng.com http://www.ohm-eng.com AutoCAD SHX Text
CITY OF AUBURN HILLS CITY COUNCIL
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OAKLAND COUNTY, MICHIGAN
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CITY OF AUBURN HILLS
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2025 ASPHALT ROAD PROGRAM SHIMMONS CIRCLE TIENKEN ROAD SQUIRREL ROAD
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INDEX OF SHEETS
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SHEET NO.
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DESCRIPTION
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COVER SHEET
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TYPICAL CROSS SECTION SHEETSS
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LEGEND SHEET
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GENERAL NOTES SHEET
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DETAIL SHEETSS
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ALIGNMENT SHEETSS
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REMOVAL SHEETSS
AutoCAD SHX Text 18, 20, 22, 24, 26, 28, , 20, 22, 24, 26, 28, 20, 22, 24, 26, 28, , 22, 24, 26, 28, 22, 24, 26, 28, , 24, 26, 28, 24, 26, 28, , 26, 28, 26, 28, , 28, 28, , 30, 32, 34, 32, 3432, 34, 3434
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CONSTRUCTION SHEETSS
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PROFILE SHEETSS
AutoCAD SHX Text 35 - 40 - 40- 40 4040
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PAVEMENT MARKING AND SIGNING SHEETSS
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SOIL EROSION AND SEDIMENTATION CONTROL SHEETSS
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MAINTENANCE OF TRAFFIC SHEET
AutoCAD SHX Text CONTRACT FOR: 0.8 MILES OF HMA CRUSHING AND SHAPING THROUGHOUT SHIMMONS CIRCLE. 0.5 MILES OF HMA MILL AND RESURFACING ON TIENKEN BETWEEN N. SQUIRREL ROAD MILES OF HMA MILL AND RESURFACING ON TIENKEN BETWEEN N. SQUIRREL ROAD MILES OF HMA MILL AND RESURFACING ON TIENKEN BETWEEN N. SQUIRREL ROAD OF HMA MILL AND RESURFACING ON TIENKEN BETWEEN N. SQUIRREL ROAD OF HMA MILL AND RESURFACING ON TIENKEN BETWEEN N. SQUIRREL ROAD HMA MILL AND RESURFACING ON TIENKEN BETWEEN N. SQUIRREL ROAD HMA MILL AND RESURFACING ON TIENKEN BETWEEN N. SQUIRREL ROAD MILL AND RESURFACING ON TIENKEN BETWEEN N. SQUIRREL ROAD MILL AND RESURFACING ON TIENKEN BETWEEN N. SQUIRREL ROAD AND RESURFACING ON TIENKEN BETWEEN N. SQUIRREL ROAD AND RESURFACING ON TIENKEN BETWEEN N. SQUIRREL ROAD RESURFACING ON TIENKEN BETWEEN N. SQUIRREL ROAD RESURFACING ON TIENKEN BETWEEN N. SQUIRREL ROAD ON TIENKEN BETWEEN N. SQUIRREL ROAD ON TIENKEN BETWEEN N. SQUIRREL ROAD TIENKEN BETWEEN N. SQUIRREL ROAD TIENKEN BETWEEN N. SQUIRREL ROAD BETWEEN N. SQUIRREL ROAD BETWEEN N. SQUIRREL ROAD N. SQUIRREL ROAD N. SQUIRREL ROAD SQUIRREL ROAD SQUIRREL ROAD ROAD ROAD AND THE CITY LIMITS WITH PATHWAY ALONG THE SOUTH SIDE. 300 FEET OF HMA MILL AND RESURFACING ON SQUIRREL SOUTH OF DUTTON.
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*MDOT SPECIAL DETAIL
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M.D.O.T. STANDARD PLANS
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TITLE
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PLAN NO.
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DRAINAGE STRUCTURES
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COVER B
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COVER E
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COVER G
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COVER Q
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*CURB RAMP AND DETECTABLE WARNING DETAILS
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*DRIVEWAY OPENINGS & APPROACHES AND CONCRETE SIDEWALK
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CONCRETE CURB AND CONCRETE CURB & GUTTER
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AutoCAD SHX Text *GRANULAR BLANKET, UNDERDRAINS, OUTLET ENDINGS FOR UNDERDRAINS, AND SEWER BULKHEADS
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BEDDING AND FILLING AROUND PIPE CULVERTS
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UTILITY TRENCHES
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STEEL END SECTION
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SOIL EROSION & SEDIMENTATION CONTROL MEASURES
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*SEEDING AND TREE PLANTING
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GRADING CROSS-SECTIONS
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AutoCAD SHX Text %%uGENERAL PROVISIONS
AutoCAD SHX Text THE IMPROVEMENTS COVERED BY THESE PLANS SHALL BE DONE IN ACCORDANCE WITH THE PROPOSAL AND ACCOMPANYING SPECIFICATIONS FOR THIS PROJECT INCLUDING THE 2020 MICHIGAN DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR CONSTRUCTION, 2011 MICHIGAN MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES, AND THE MICHIGAN DEPARTMENT OF TRANSPORTATION LOCAL AGENCY PROGRAMS GUIDELINES FOR GEOMETRICS DATED 7-24-2017.
AutoCAD SHX Text THE LOCATION OF ALL PUBLIC UTILITIES SHOWN ON THESE PLANS IS TAKEN FROM THE BEST AVAILABLE LOCATION OF ALL PUBLIC UTILITIES SHOWN ON THESE PLANS IS TAKEN FROM THE BEST AVAILABLE LOCATION OF ALL PUBLIC UTILITIES SHOWN ON THESE PLANS IS TAKEN FROM THE BEST AVAILABLE OF ALL PUBLIC UTILITIES SHOWN ON THESE PLANS IS TAKEN FROM THE BEST AVAILABLE OF ALL PUBLIC UTILITIES SHOWN ON THESE PLANS IS TAKEN FROM THE BEST AVAILABLE ALL PUBLIC UTILITIES SHOWN ON THESE PLANS IS TAKEN FROM THE BEST AVAILABLE ALL PUBLIC UTILITIES SHOWN ON THESE PLANS IS TAKEN FROM THE BEST AVAILABLE PUBLIC UTILITIES SHOWN ON THESE PLANS IS TAKEN FROM THE BEST AVAILABLE PUBLIC UTILITIES SHOWN ON THESE PLANS IS TAKEN FROM THE BEST AVAILABLE UTILITIES SHOWN ON THESE PLANS IS TAKEN FROM THE BEST AVAILABLE UTILITIES SHOWN ON THESE PLANS IS TAKEN FROM THE BEST AVAILABLE SHOWN ON THESE PLANS IS TAKEN FROM THE BEST AVAILABLE SHOWN ON THESE PLANS IS TAKEN FROM THE BEST AVAILABLE ON THESE PLANS IS TAKEN FROM THE BEST AVAILABLE ON THESE PLANS IS TAKEN FROM THE BEST AVAILABLE THESE PLANS IS TAKEN FROM THE BEST AVAILABLE THESE PLANS IS TAKEN FROM THE BEST AVAILABLE PLANS IS TAKEN FROM THE BEST AVAILABLE PLANS IS TAKEN FROM THE BEST AVAILABLE IS TAKEN FROM THE BEST AVAILABLE IS TAKEN FROM THE BEST AVAILABLE TAKEN FROM THE BEST AVAILABLE TAKEN FROM THE BEST AVAILABLE FROM THE BEST AVAILABLE FROM THE BEST AVAILABLE THE BEST AVAILABLE THE BEST AVAILABLE BEST AVAILABLE BEST AVAILABLE AVAILABLE AVAILABLE DATA. THE CITY OF AUBURN HILLS WILL NOT BE RESPONSIBLE FOR ANY OMISSION OR VARIATION FROM THE CITY OF AUBURN HILLS WILL NOT BE RESPONSIBLE FOR ANY OMISSION OR VARIATION FROM THE CITY OF AUBURN HILLS WILL NOT BE RESPONSIBLE FOR ANY OMISSION OR VARIATION FROM CITY OF AUBURN HILLS WILL NOT BE RESPONSIBLE FOR ANY OMISSION OR VARIATION FROM CITY OF AUBURN HILLS WILL NOT BE RESPONSIBLE FOR ANY OMISSION OR VARIATION FROM OF AUBURN HILLS WILL NOT BE RESPONSIBLE FOR ANY OMISSION OR VARIATION FROM OF AUBURN HILLS WILL NOT BE RESPONSIBLE FOR ANY OMISSION OR VARIATION FROM AUBURN HILLS WILL NOT BE RESPONSIBLE FOR ANY OMISSION OR VARIATION FROM AUBURN HILLS WILL NOT BE RESPONSIBLE FOR ANY OMISSION OR VARIATION FROM HILLS WILL NOT BE RESPONSIBLE FOR ANY OMISSION OR VARIATION FROM HILLS WILL NOT BE RESPONSIBLE FOR ANY OMISSION OR VARIATION FROM WILL NOT BE RESPONSIBLE FOR ANY OMISSION OR VARIATION FROM WILL NOT BE RESPONSIBLE FOR ANY OMISSION OR VARIATION FROM NOT BE RESPONSIBLE FOR ANY OMISSION OR VARIATION FROM NOT BE RESPONSIBLE FOR ANY OMISSION OR VARIATION FROM BE RESPONSIBLE FOR ANY OMISSION OR VARIATION FROM BE RESPONSIBLE FOR ANY OMISSION OR VARIATION FROM RESPONSIBLE FOR ANY OMISSION OR VARIATION FROM RESPONSIBLE FOR ANY OMISSION OR VARIATION FROM FOR ANY OMISSION OR VARIATION FROM FOR ANY OMISSION OR VARIATION FROM ANY OMISSION OR VARIATION FROM ANY OMISSION OR VARIATION FROM OMISSION OR VARIATION FROM OMISSION OR VARIATION FROM OR VARIATION FROM OR VARIATION FROM VARIATION FROM VARIATION FROM FROM FROM THE LOCATIONS SHOWN. PURSUANT TO ACTS 173 & 174 OF THE P.A. OF 2013, AS A CONDITION OF LOCATIONS SHOWN. PURSUANT TO ACTS 173 & 174 OF THE P.A. OF 2013, AS A CONDITION OF LOCATIONS SHOWN. PURSUANT TO ACTS 173 & 174 OF THE P.A. OF 2013, AS A CONDITION OF SHOWN. PURSUANT TO ACTS 173 & 174 OF THE P.A. OF 2013, AS A CONDITION OF SHOWN. PURSUANT TO ACTS 173 & 174 OF THE P.A. OF 2013, AS A CONDITION OF PURSUANT TO ACTS 173 & 174 OF THE P.A. OF 2013, AS A CONDITION OF PURSUANT TO ACTS 173 & 174 OF THE P.A. OF 2013, AS A CONDITION OF TO ACTS 173 & 174 OF THE P.A. OF 2013, AS A CONDITION OF TO ACTS 173 & 174 OF THE P.A. OF 2013, AS A CONDITION OF ACTS 173 & 174 OF THE P.A. OF 2013, AS A CONDITION OF ACTS 173 & 174 OF THE P.A. OF 2013, AS A CONDITION OF 173 & 174 OF THE P.A. OF 2013, AS A CONDITION OF 173 & 174 OF THE P.A. OF 2013, AS A CONDITION OF & 174 OF THE P.A. OF 2013, AS A CONDITION OF & 174 OF THE P.A. OF 2013, AS A CONDITION OF 174 OF THE P.A. OF 2013, AS A CONDITION OF 174 OF THE P.A. OF 2013, AS A CONDITION OF OF THE P.A. OF 2013, AS A CONDITION OF OF THE P.A. OF 2013, AS A CONDITION OF THE P.A. OF 2013, AS A CONDITION OF THE P.A. OF 2013, AS A CONDITION OF P.A. OF 2013, AS A CONDITION OF P.A. OF 2013, AS A CONDITION OF OF 2013, AS A CONDITION OF OF 2013, AS A CONDITION OF 2013, AS A CONDITION OF 2013, AS A CONDITION OF AS A CONDITION OF AS A CONDITION OF A CONDITION OF A CONDITION OF CONDITION OF CONDITION OF OF OF THIS CONTRACT, NOTICE SHALL BE GIVEN TO MISS DIG PRIOR TO UNDERGROUND WORK TO BE CONTRACT, NOTICE SHALL BE GIVEN TO MISS DIG PRIOR TO UNDERGROUND WORK TO BE CONTRACT, NOTICE SHALL BE GIVEN TO MISS DIG PRIOR TO UNDERGROUND WORK TO BE NOTICE SHALL BE GIVEN TO MISS DIG PRIOR TO UNDERGROUND WORK TO BE NOTICE SHALL BE GIVEN TO MISS DIG PRIOR TO UNDERGROUND WORK TO BE SHALL BE GIVEN TO MISS DIG PRIOR TO UNDERGROUND WORK TO BE SHALL BE GIVEN TO MISS DIG PRIOR TO UNDERGROUND WORK TO BE BE GIVEN TO MISS DIG PRIOR TO UNDERGROUND WORK TO BE BE GIVEN TO MISS DIG PRIOR TO UNDERGROUND WORK TO BE GIVEN TO MISS DIG PRIOR TO UNDERGROUND WORK TO BE GIVEN TO MISS DIG PRIOR TO UNDERGROUND WORK TO BE TO MISS DIG PRIOR TO UNDERGROUND WORK TO BE TO MISS DIG PRIOR TO UNDERGROUND WORK TO BE MISS DIG PRIOR TO UNDERGROUND WORK TO BE MISS DIG PRIOR TO UNDERGROUND WORK TO BE DIG PRIOR TO UNDERGROUND WORK TO BE DIG PRIOR TO UNDERGROUND WORK TO BE PRIOR TO UNDERGROUND WORK TO BE PRIOR TO UNDERGROUND WORK TO BE TO UNDERGROUND WORK TO BE TO UNDERGROUND WORK TO BE UNDERGROUND WORK TO BE UNDERGROUND WORK TO BE WORK TO BE WORK TO BE TO BE TO BE BE BE PERFORMED IN ACCORDANCE WITH THIS CONTRACT, PHONE (800) 482-7171 (OR 811). UTILITY SERVICE IN ACCORDANCE WITH THIS CONTRACT, PHONE (800) 482-7171 (OR 811). UTILITY SERVICE IN ACCORDANCE WITH THIS CONTRACT, PHONE (800) 482-7171 (OR 811). UTILITY SERVICE ACCORDANCE WITH THIS CONTRACT, PHONE (800) 482-7171 (OR 811). UTILITY SERVICE ACCORDANCE WITH THIS CONTRACT, PHONE (800) 482-7171 (OR 811). UTILITY SERVICE WITH THIS CONTRACT, PHONE (800) 482-7171 (OR 811). UTILITY SERVICE WITH THIS CONTRACT, PHONE (800) 482-7171 (OR 811). UTILITY SERVICE THIS CONTRACT, PHONE (800) 482-7171 (OR 811). UTILITY SERVICE THIS CONTRACT, PHONE (800) 482-7171 (OR 811). UTILITY SERVICE CONTRACT, PHONE (800) 482-7171 (OR 811). UTILITY SERVICE CONTRACT, PHONE (800) 482-7171 (OR 811). UTILITY SERVICE PHONE (800) 482-7171 (OR 811). UTILITY SERVICE PHONE (800) 482-7171 (OR 811). UTILITY SERVICE (800) 482-7171 (OR 811). UTILITY SERVICE (800) 482-7171 (OR 811). UTILITY SERVICE 482-7171 (OR 811). UTILITY SERVICE 482-7171 (OR 811). UTILITY SERVICE (OR 811). UTILITY SERVICE (OR 811). UTILITY SERVICE 811). UTILITY SERVICE 811). UTILITY SERVICE UTILITY SERVICE UTILITY SERVICE SERVICE SERVICE CONNECTIONS ARE NOT SHOWN ON THE PLANS AND ARE NOT THE RESPONSIBILITY OF THE CITY OF ARE NOT SHOWN ON THE PLANS AND ARE NOT THE RESPONSIBILITY OF THE CITY OF ARE NOT SHOWN ON THE PLANS AND ARE NOT THE RESPONSIBILITY OF THE CITY OF NOT SHOWN ON THE PLANS AND ARE NOT THE RESPONSIBILITY OF THE CITY OF NOT SHOWN ON THE PLANS AND ARE NOT THE RESPONSIBILITY OF THE CITY OF SHOWN ON THE PLANS AND ARE NOT THE RESPONSIBILITY OF THE CITY OF SHOWN ON THE PLANS AND ARE NOT THE RESPONSIBILITY OF THE CITY OF ON THE PLANS AND ARE NOT THE RESPONSIBILITY OF THE CITY OF ON THE PLANS AND ARE NOT THE RESPONSIBILITY OF THE CITY OF THE PLANS AND ARE NOT THE RESPONSIBILITY OF THE CITY OF THE PLANS AND ARE NOT THE RESPONSIBILITY OF THE CITY OF PLANS AND ARE NOT THE RESPONSIBILITY OF THE CITY OF PLANS AND ARE NOT THE RESPONSIBILITY OF THE CITY OF AND ARE NOT THE RESPONSIBILITY OF THE CITY OF AND ARE NOT THE RESPONSIBILITY OF THE CITY OF ARE NOT THE RESPONSIBILITY OF THE CITY OF ARE NOT THE RESPONSIBILITY OF THE CITY OF NOT THE RESPONSIBILITY OF THE CITY OF NOT THE RESPONSIBILITY OF THE CITY OF THE RESPONSIBILITY OF THE CITY OF THE RESPONSIBILITY OF THE CITY OF RESPONSIBILITY OF THE CITY OF RESPONSIBILITY OF THE CITY OF OF THE CITY OF OF THE CITY OF THE CITY OF THE CITY OF CITY OF CITY OF OF OF AUBURN HILLS.
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THE ELEVATIONS SHOWN ON THESE PLANS ARE BASED ON NAVD 1988 VERTICAL DATUM.
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PROJECT LOCATIONS
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BRIAN MARZOLF
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MAYOR
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MAYOR PRO-TEM
AutoCAD SHX Text KEVIN McDANIEL
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HENRY V. KNIGHT
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SHAWANNA FLETCHER
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CHERYL VERBEKE
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COUNCIL MEMBERS
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EUGENE HAWKINS, III
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JACK D. FERGUSON
AutoCAD SHX Text 05/08/2025
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*MDOT SPECIAL DETAIL
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M.D.O.T. STANDARD TRAFFIC PLANS
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TITLE
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PLAN NO.
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*GROUND DRIVEN SIGN SUPPORTS FOR TEMP SIGNS
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*WZD-100-A
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*TEMPORARY TRAFFIC CONTROL DEVICES
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*WZD-125-E
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PAVEMENT ARROW AND MESSAGE DETAILS
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PAVE-900-G
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LONGITUDINAL LINE TYPES AND PLACEMENT
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PAVE-905-E
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INTERSECTION, STOP BAR AND CROSSWALK MARKINGS
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PAVE-945-D
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PROJECT LOCATION
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ROAD
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7.5 21 7.5
SS-B;
1.5" Radius, 0.6" Border, 0.4" Indent, Black on Orange;
"TIENKEN", D;
Table of letter and object lefts
T 7.5
I 10.7
E 12.3
N 15.5
K 19.1
E 22.6
N 25.8
3.
10.9 26.2 10.9
3.
SS-A;
2.3" Radius, 0.9" Border, 0.6" Indent, Black on Orange;
"TIENKEN", D;
Table of letter and object lefts
T 10.9
I 14.9
E 16.9
N 20.8
K 25.4
E 29.7
N 33.7
3.
7.2 33.6 7.2
3.
SS-C;
2.3" Radius, 0.9" Border, 0.6" Indent, Black on Orange;
"SHIMMONS", D;
Table of letter and object lefts
S 7.2
H 11.7
I 16.2
M 18.2
M 23.2
O 28.3
N 32.9
S 37.5
T I E N K EN
T I E N KEN
S H I M M O N S http://www.ohm-advisors.com
| Sheets and Views |
| 1 COVER |
| 2 TYP1 |
| 3 TYP2 |
| 4 TYP3 |
| 5 LEG |
| 6 NOT |
| 7 DET |
| 8 OCWRC |
| 9 ALN1 |
| 10 ALN2 |
| 11 ALN3 |
| 12 REM1 |
| 13 REM2 |
| 14 REM3 |
| 15 REM4 |
| 16 REM5 |
| 17 REM6 |
| 18 CON1 |
| 19 PRF1 |
| 20 CON2 |
| 21 PRF2 |
| 22 CON3 |
| 23 PRF3 |
| 24 CON4 |
| 25 PRF4 |
| 26 CON5 |
| 27 PRF5 |
| 28 CON6 |
| 29 PRF6 |
| 30 CON7 |
| 31 PRF7 |
| 32 CON8 |
| 33 PRF8 |
| 34 CON9 |
| 35 PMS1 |
| 36 PMS2 |
| 37 PMS3 |
| 38 PMS4 |
| 39 PMS5 |
| 40 PMS6 |
| 41 SESC1 |
| 42 SESC2 |
| 43 SESC3 |
| 44 SESC4 |
| 45 SESC5 |
| 46 SESC6 |
| 47 STAGING SHIMMONS AND TIENKEN |
File details come from the government source that posted it. Updated .