05_ Plan Set_ 03-29-24.pdf
PDF 23 MB Posted
- Attached to
- 2024 Asphalt Overlay
- Solicitation number
- 309001001-2024
- Issued by
- Teller County, Colorado
About this file
The document is a construction drawing set for the 2024 Asphalt Overlay project by the Town of Breckenridge, Colorado, located at P.O. Box 168, 1095 Airport Road. The project involves comprehensive asphalt road maintenance across multiple locations, including Reiling Road, Silver Circle, Valley Brook & Watson Avenue, Royal Tiger, West Adams & F-Lot, Boreas Pass, Highlands Drive, Snowflake Drive, and Westerman Drive. The project includes full-width 2-inch mill and 2.5-inch overlay operations, with some areas requiring full depth reclamation, milling, and asphalt replacement. Specific road sections range from approximately 600 to 12,800 square yards, with varying treatment methods depending on the road's condition.
The project (TOB Proj. #309001001-2024) is scheduled for the 2024 construction season, with initial drawings issued on 1/3/2023 and subsequent revisions made on 1/18/2023 and 4/11/2023. The construction drawings include detailed site plans with satellite imagery overlays, showing precise road sections to be treated. General notes indicate that the contractor will be responsible for utility verification, site restoration, landscaping, and compliance with town engineering standards. The project appears to be funded by the Town of Breckenridge and is part of their ongoing infrastructure maintenance program, focusing on preserving and improving road surfaces across various municipal areas.
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Text version
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AutoCAD SHX Text A1 COVER SHEET COVER SHEET A2 GENERAL NOTES GENERAL NOTES C1-C9 LOCATION SITE PLANS LOCATION SITE PLANS
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GENERAL NOTES
1. STREET PAVING SHALL NOT START UNTIL A PAVEMENT DESIGN RECOMMENDED BY A GEOTECHINICAL STREET PAVING SHALL NOT START UNTIL A PAVEMENT DESIGN RECOMMENDED BY A GEOTECHINICAL ENGINEER HAS BEEN APPROVED BY THE DIRECTOR OF ENGINEERING, AND SUBGRADE COMPACTION TESTS ARE TAKEN AND APPROVED. 2. THE TYPE, SIZE, LOCATION AND NUMBER OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE THE TYPE, SIZE, LOCATION AND NUMBER OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE AND LOCATION, VERTICALLY AND HORIZONTALLY, OF ALL UNDERGROUND UTILITIES ALONG THE ROUTE OF WORK. 3. PRIOR TO COMMENCEMENT OF ANY WATER OR STREET CONSTRUCTION, THE CONTRACTOR SHALL GIVE THE PRIOR TO COMMENCEMENT OF ANY WATER OR STREET CONSTRUCTION, THE CONTRACTOR SHALL GIVE THE TOWN OF BRECKENRIDGE ENGINEER (970-453-1513) TWENTY-FOUR (24) HOURS ADVANCE NOTICE. 4. WHEN EXISTING ASPHALT MUST BE CUT, THE ASPHALT MUST BE RESTORED TO A CONDITION EQUAL TO WHEN EXISTING ASPHALT MUST BE CUT, THE ASPHALT MUST BE RESTORED TO A CONDITION EQUAL TO OR BETTER THAN ITS ORIGINAL CONDITION. THE TOWN ENGINEER SHALL DOCUMENT THE EXISTING CONDITION BEFORE ANY CUTS ARE MADE. PATCHING SHALL BE DONE IN CONFORMANCE WITH THE TOWN OF BRECKENRIDGE STREET REPAIR STANDARDS. THE FINISHED PATCH SHALL BLEND SMOOTHLY INTO THE EXISTING SURFACE. NEW ASPHALT SHALL MATCH THICKNESS OF EXISTING ASPHALT OR 4" MINIMUM, WHICH EVER IS GREATER. 5. ALL EXISTING IMPROVEMENTS THAT ARE DAMAGED AS A RESULT OF CONSTRUCTION ACTIVITY SHALL BE ALL EXISTING IMPROVEMENTS THAT ARE DAMAGED AS A RESULT OF CONSTRUCTION ACTIVITY SHALL BE REPAIRED TO EXISTING OR BETTER CONDITION PRIOR TO ACCEPTANCE OF COMPLETED IMPROVEMENTS. 6. EXISTING SURVEY INFORMATION IS BASED ON GIS INFORMATION FROM THE TOWN OF BRECKENRIDGE. EXISTING SURVEY INFORMATION IS BASED ON GIS INFORMATION FROM THE TOWN OF BRECKENRIDGE. 7. CONTRACTOR SHALL PROTECT AND PRESERVE ALL EXISTING TREES, UNLESS NOTED FOR REMOVAL. CONTRACTOR SHALL PROTECT AND PRESERVE ALL EXISTING TREES, UNLESS NOTED FOR REMOVAL. CONTRACTOR SHALL INSTALL TEMPORARY ORANGE FENCE AROUND ALL TREES WITHIN R.O.W. AND INSTALL SILT FENCE PRIOR TO ANY EXCAVATION. PRIOR TO THE COMMENCEMENT OF R.O.W. AND INSTALL SILT FENCE PRIOR TO ANY EXCAVATION. PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION THE CONTRACTOR SHALL CONTACT THE TOWN ENGINEER TO SCHEDULE A SITE INSPECTION FOR ANY TREE REMOVAL NOT SPECIFIED ON PLANS. 8. CONTRACTOR TO RAISE ALL WATER VALVES TO FINISHED GRADE, TO BE FLUSH WITH PAVEMENT. AND ALL CONTRACTOR TO RAISE ALL WATER VALVES TO FINISHED GRADE, TO BE FLUSH WITH PAVEMENT. AND ALL REMOVED WATERLINE FITTINGS AND VALVES SHALL BE TURNED OVER TO THE TOWN WATER DEPARTMENT.. 9. PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION THAT WILL AFFECT TRAFFIC SIGNALS OR SIGNS OF PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION THAT WILL AFFECT TRAFFIC SIGNALS OR SIGNS OF ANY TYPE, THE CONTRACTOR SHALL REMOVE AND STORE ALL SIGNS AND TRAFFIC SIGNAL EQUIPMENT AS NOTED IN THESE PLANS. 10. CONTRACTOR SHALL RESTORE CONSTRUCTION SITE TO PRE-CONSTRUCTION GRADES AND CONDITIONS CONTRACTOR SHALL RESTORE CONSTRUCTION SITE TO PRE-CONSTRUCTION GRADES AND CONDITIONS UNLESS OTHERWISE NOTED ON PLANS. 11. CONTRACTOR WILL COMPLETE LANDSCAPING AS SHOWN ON THE PLANS. CONTRACTOR WILL COMPLETE LANDSCAPING AS SHOWN ON THE PLANS. 12. CONTRACTOR SHALL HAUL, AS DESIGNATED BY TOWN ENGINEER, LARGE BOULDERS AND ROCK DREDGE CONTRACTOR SHALL HAUL, AS DESIGNATED BY TOWN ENGINEER, LARGE BOULDERS AND ROCK DREDGE ENCOUNTERED DURING WORK TO TOWN MCCAIN LOT STORAGE AREA. WORK SHALL BE PAID FOR IN EARTHWORK ITEM OF THE CONTRACT DOCUMENTS. 13. THE DESIGN OF THESE PLANS CONFORM TO THE TOWN OF BRECKENRIDGE STREET STANDARDS FOR THE DESIGN OF THESE PLANS CONFORM TO THE TOWN OF BRECKENRIDGE STREET STANDARDS FOR SPECIFICATIONS AND CRITERIA. 14. HOURS OF WORK SHALL BE BETWEEN 7:00 AM AND 7:00 PM. NO WORK SHALL BE PERFORMED ON HOURS OF WORK SHALL BE BETWEEN 7:00 AM AND 7:00 PM. NO WORK SHALL BE PERFORMED ON WEEKENDS OR HOLIDAYS UNLESS APPROVED BY THE TOWN ENGINEER. 15. STATIONING AND DIMENSIONS ARE GIVEN TO SHOW THE INTENT OF CONSTRUCTION. FIELD ADJUSTMENTS STATIONING AND DIMENSIONS ARE GIVEN TO SHOW THE INTENT OF CONSTRUCTION. FIELD ADJUSTMENTS MAY BE MADE WITH THE APPROVAL OF THE TOWN ENGINEER OR FIELD REPRESENTATIVE. 16. ALL CONSTRUCTION ACTIVITY MUST COMPLY WITH THE STATE OF COLORADO PERMITTING PROCESS FOR ALL CONSTRUCTION ACTIVITY MUST COMPLY WITH THE STATE OF COLORADO PERMITTING PROCESS FOR "STORMWATER DISCHARGES ASSOCIATED WITH CONSTRUCTION ACTIVITIES. FOR INFORMATION CONTACT THE COLORADO DEPARTMENT OF HEALTH, WATER QUALITY CONTROL DIVISION, WQCD-PE-82, ATTENTION PERMITS AND ENFORCEMENT SECTION, PHONE (303) 692-3590. 17. ALL TRENCH BACKFILL SHALL BE 95% STANDARD PROCTOR MAXIMUM DENSITY. ALL TRENCH BACKFILL SHALL BE 95% STANDARD PROCTOR MAXIMUM DENSITY. 18. ALL WASTE IS TO BE HAULED OFF-SITE AND DISPOSED OF BY THE CONTRACTOR. ALL WASTE IS TO BE HAULED OFF-SITE AND DISPOSED OF BY THE CONTRACTOR. 19. STAGING WITHIN THE TOWN RIGHT-OF-WAY WILL BE ALLOWED IF MATERIAL AND EQUIPMENT ARE PLACED STAGING WITHIN THE TOWN RIGHT-OF-WAY WILL BE ALLOWED IF MATERIAL AND EQUIPMENT ARE PLACED OUT OF THE TRAVEL PATH. ALL DISTURBED AREAS OTHER THAN THOSE SHOWN IN THE PLANS WILL BE RESTORED TO A CONDITION EQUAL OR BETTER THAN ORIGINAL CONDITION. 20. THE CONTRACTOR MUST KEEP ALL EQUIPMENT OPERATION A MINIMUM OF 10' FROM EXISTING OVERHEAD THE CONTRACTOR MUST KEEP ALL EQUIPMENT OPERATION A MINIMUM OF 10' FROM EXISTING OVERHEAD ELECTRIC LINES. IF THIS IS NOT FEASIBLE, OR CONDITIONS WARRANT ADDITIONAL PROTECTION FROM THE ELECTRIC LINES, THE CONTRACTOR MUST CALL PUBLIC SERVICE COMPANY OF COLORADO, AT (970) 262-4040 TO ARRANGE PROTECTIVE COVERING. A MINIMUM OF 48 HOURS NOTICE IS REQUIRED. 21. CONTRACTOR SHALL SURVEY AND DOCUMENT "MATCH" ELEVATIONS OF CURB AND GUTTERS SHOWN FOR CONTRACTOR SHALL SURVEY AND DOCUMENT "MATCH" ELEVATIONS OF CURB AND GUTTERS SHOWN FOR REMOVAL PRIOR TO ANY DEMOLITION. 25. CONTRACTOR SHALL OBTAIN TOWN OF BRECKENRIDGE RIGHT OF WAY PERMIT PRIOR TO COMMENCING CONTRACTOR SHALL OBTAIN TOWN OF BRECKENRIDGE RIGHT OF WAY PERMIT PRIOR TO COMMENCING WORK. 26. CONTRACTOR TO OBTAIN CDOT SPECIAL USE PERMIT FROM THE TOW PRIOR TO COMMENCING ANY WORK CONTRACTOR TO OBTAIN CDOT SPECIAL USE PERMIT FROM THE TOW PRIOR TO COMMENCING ANY WORK IN CDOT RIGHT OF WAY. CONTRACTOR SHALL COMPLY WITH ALL CONDITIONS OF THE SPECIAL USE PERMIT. 27. VERIFY AND MARK OUT REMOVAL AND OVERLAY LOCATIONS WITH TOWN REPRESENTATIVE PRIOR TO VERIFY AND MARK OUT REMOVAL AND OVERLAY LOCATIONS WITH TOWN REPRESENTATIVE PRIOR TO BEGINNING WORK. 28. WHERE 2" MILL IS NOT SPECIFIED, ASPHALT TAPERS SHALL BE MILLED ON ALL DRIVEWAYS PER DETAIL. WHERE 2" MILL IS NOT SPECIFIED, ASPHALT TAPERS SHALL BE MILLED ON ALL DRIVEWAYS PER DETAIL. AT INTERSECTIONS THE LOWER ADT STREET SHALL RECEIVE THE TAPER MILL. 29. DRIVEWAYS SHALL NOT BE MILLED IF MADE OF CONCRETE OR IF PAVEMENT CONTAINS SNOWMELT SYSTEM. DRIVEWAYS SHALL NOT BE MILLED IF MADE OF CONCRETE OR IF PAVEMENT CONTAINS SNOWMELT SYSTEM. VERIFY WITH TOWN REPRESENTATIVE. 30. MHT TO BE SUBMITTED THREE (3) DAYS PRIOR TO BEGINNING WORK. MHT TO BE SUBMITTED THREE (3) DAYS PRIOR TO BEGINNING WORK. 31. PAVEMENT MIX DESIGN SHALL BE SUBMITTED TO TOWN. PAVEMENT MIX DESIGN SHALL BE SUBMITTED TO TOWN. 32. ALL EDGES & JOINTS SHALL BE CLEAN VERTICAL FACES. ALL EDGES & JOINTS SHALL BE CLEAN VERTICAL FACES. 33. CONTRACTOR IS TO COMPLETE FULL DEPTH PATCHING WHERE PAVEMENT IS SIGNIFICANTLY DISTRESSED OR CONTRACTOR IS TO COMPLETE FULL DEPTH PATCHING WHERE PAVEMENT IS SIGNIFICANTLY DISTRESSED OR MILLED SURFACE IS DISTRESSED. VERIFY FULL DEPTH PATCH LOCATIONS WITH A TOWN REPRESENTATIVE PRIOR VERIFY FULL DEPTH PATCH LOCATIONS WITH A TOWN REPRESENTATIVE PRIOR TO PAVING. 34. ADD AND MAINTAIN PROPER ASPHALT WEDGES AT THE EDGE OF MILLING JOINTS UNTIL MILLED ROAD IS ADD AND MAINTAIN PROPER ASPHALT WEDGES AT THE EDGE OF MILLING JOINTS UNTIL MILLED ROAD IS RE-PAVED. 35. ROADWAYS MUST BE MAINTAINED FREE OF DEBRIS. ROADS SHALL BE SWEPT AT THE END OF EACH DAY. ROADWAYS MUST BE MAINTAINED FREE OF DEBRIS. ROADS SHALL BE SWEPT AT THE END OF EACH DAY. 36. JOINTS BETWEEN OLD AND NEW PAVEMENTS SHALL HAVE SMOOTH CONNECTIONS WITH NO VERTICAL JOINTS BETWEEN OLD AND NEW PAVEMENTS SHALL HAVE SMOOTH CONNECTIONS WITH NO VERTICAL DIFFERENCE. 37. MILL LINES AND JOINTS SHALL BE PERPENDICULAR TO TRAFFIC. SHALL NOT BE IN WHEEL LANES. MILL LINES AND JOINTS SHALL BE PERPENDICULAR TO TRAFFIC. SHALL NOT BE IN WHEEL LANES. 38. MAXIMUM LIFT THICKNESS IS THREE (3) INCHES. MAXIMUM LIFT THICKNESS IS THREE (3) INCHES.
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SITE PLAN -
Reiling Road
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FULL WIDTH FDR WITH 6 INCH HMA SECTION. REILING ROAD. APPROX. 5800 SY
NOTES: 1. BASE COURSE SHALL BE INSPECTED AND A TEST PIT DONE TO BASE COURSE SHALL BE INSPECTED AND A TEST PIT DONE TO DETERMINE A 6" SUITABLE AGGREGATE BASE. BASE WILL THEN BE GRADED AND COMPACTED. 2. BASE COURSE WILL MEET COMPACTION TESTING REQUIREMENTS PRIOR BASE COURSE WILL MEET COMPACTION TESTING REQUIREMENTS PRIOR TO LAYING ASPHALT.
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FULL WIDTH 6" FULL DEPTH REPLACEMENT REILING ROAD. APPROX. 5800 SY
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FULL WIDTH 6" FULL DEPTH REPLACEMENT REILING ROAD. APPROX. 5800 SY
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FULL WIDTH 6" FULL DEPTH REPLACEMENT REILING ROAD. APPROX. 5800 SY
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FULL WIDTH 6" FULL DEPTH REPLACEMENT REILING ROAD. APPROX. 5800 SY
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FULL WIDTH FDR WITH 4 INCH HMA SECTION. SILVER CIRCLE. APPROX. 6400 SY
NOTES: 1. BASE COURSE SHALL BE INSPECTED AND A TEST PIT DONE TO BASE COURSE SHALL BE INSPECTED AND A TEST PIT DONE TO DETERMINE A 6" SUITABLE AGGREGATE BASE. BASE WILL THEN BE GRADED AND COMPACTED. 2. BASE COURSE WILL MEET COMPACTION TESTING REQUIREMENTS PRIOR BASE COURSE WILL MEET COMPACTION TESTING REQUIREMENTS PRIOR TO LAYING ASPHALT.
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FULL WIDTH 2 INCH MILL AND 2.5 INCH OVERLAY. APPROX. 1000SY
NOTES: 1. PORTIONS OF DAMAGED CURB, GUTTER, AND VALLEY PAN WILL BE PORTIONS OF DAMAGED CURB, GUTTER, AND VALLEY PAN WILL BE REMOVED AND REPLACED PRIOR TO PAVING. LIMITS OF ALL WORK TO BE FIELD VERIFIED WITH OWNER PRIOR TO START OF WORK.
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FULL WIDTH 2 INCH MILL AND 2.5 INCH OVERLAY. APPROX. 1,100 SY
NOTES: 1. FOR THE F-LOT TRANSIT AREA, BASE COURSE SHALL BE INSPECTED FOR THE F-LOT TRANSIT AREA, BASE COURSE SHALL BE INSPECTED AND A TEST PIT DONE TO DETERMINE A 6" SUITABLE AGGREGATE BASE. BASE WILL THEN BE GRADED AND COMPACTED. 2. BASE COURSE WILL MEET COMPACTION TESTING REQUIREMENTS PRIOR BASE COURSE WILL MEET COMPACTION TESTING REQUIREMENTS PRIOR TO LAYING ASPHALT.
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FULL WIDTH 2 INCH MILL AND 2.5 INCH OVERLAY. APPROX. 12,800 SY
NOTES: 1. PORTIONS OF DAMAGED CURB, GUTTER, AND VALLEY PAN WILL BE PORTIONS OF DAMAGED CURB, GUTTER, AND VALLEY PAN WILL BE REMOVED AND REPLACED PRIOR TO PAVING. LIMITS OF ALL WORK TO BE FIELD VERIFIED WITH OWNER PRIOR TO START OF WORK.
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= 2.5 INCH HMA OVERLAY 2.5 INCH HMA OVERLAY (SX-75 PG 58-28)
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AutoCAD SHX Text FULL WIDTH 2 INCH MILL AND 2.5 INCH OVERLAY. DOWNHILL LANE ONLY. APPROX. 4,200 SY
NOTES: 1. PORTIONS OF DAMAGED CURB, GUTTER, AND VALLEY PAN WILL BE PORTIONS OF DAMAGED CURB, GUTTER, AND VALLEY PAN WILL BE REMOVED AND REPLACED PRIOR TO PAVING. LIMITS OF ALL WORK TO BE FIELD VERIFIED WITH OWNER PRIOR TO START OF WORK.
C8
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P.O. Box 168 1095 Airport Road
(970) 453-3196 Breckenridge, Colorado 80424
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AutoCAD SHX Text
FULL WIDTH 2 INCH MILL AND 2.5 INCH OVERLAY. APPROX. 2,400 SY PAVING.
NOTES: 1. PORTIONS OF DAMAGED CURB, GUTTER, AND VALLEY PAN WILL BE PORTIONS OF DAMAGED CURB, GUTTER, AND VALLEY PAN WILL BE REMOVED AND REPLACED PRIOR TO PAVING. LIMITS OF ALL WORK TO BE FIELD VERIFIED WITH OWNER PRIOR TO START OF WORK.
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SITE PLAN -
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P.O. Box 168 1095 Airport Road
(970) 453-3196 Breckenridge, Colorado 80424
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FULL WIDTH FDR WITH 4 INCH HMA SECTION. WESTERMAN RD. APPROX. 8,000 SY
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4" HMA FULL DEPTH RECLAMATION(SX-75 PG 58-28)
NOTES: 1. BASE COURSE SHALL BE INSPECTED AND A TEST PIT DONE TO BASE COURSE SHALL BE INSPECTED AND A TEST PIT DONE TO DETERMINE A 6" SUITABLE AGGREGATE BASE. BASE WILL THEN BE GRADED AND COMPACTED. 2. BASE COURSE WILL MEET COMPACTION TESTING REQUIREMENTS PRIOR BASE COURSE WILL MEET COMPACTION TESTING REQUIREMENTS PRIOR TO LAYING ASPHALT.
| 309001001_2024_COVER SHEET-11x17 Plan |
| Sheets and Views |
| 11x17 Plan |
| 309001001_2024_GENERAL NOTES-11x17 Plan |
| Sheets and Views |
| 11x17 Plan |
| 309001001_2024_SITE PLAN_C1-Reiling |
| Sheets and Views |
| C1-Reiling |
| 309001001_2024_SITE PLAN_C2- Silver Circle |
| Sheets and Views |
| C2- Silver Circle |
| 309001001_2024_SITE PLAN_C3-VB & Watson |
| Sheets and Views |
| C3-Valley & Watson |
| 309001001_2024_SITE PLAN_V2-C4-Royal Tiger |
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| C4-Royal Tiger |
| 309001001_2024_SITE PLAN_V2-C5-West Adams & F-LOT |
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| C5-West Adams & F-LOT |
| 309001001_2024_SITE PLAN_V2-C6-BOREAS PASS ROAD |
| Sheets and Views |
| C6-BOREAS PASS ROAD |
| 309001001_2024_SITE PLAN_V2-C7-HIGHLANDS DRIVE |
| Sheets and Views |
| C7-HIGHLANDS DRIVE |
| 309001001_2024_SITE PLAN_V2-C8-SNOWFLAKE |
| Sheets and Views |
| C8-SNOWFLAKE |
| 309001001_2024_SITE PLAN_V2-C9-WESTERMAN |
| Sheets and Views |
| C9-WESTERMAN |
File details come from the government source that posted it. Updated .