05_PLAN SET_01-16-2025.pdf
PDF 12 MB Posted
- Attached to
- 2025 Asphalt Overlay and Concrete Replacement
- Solicitation number
- 309001001-2025
- Issued by
- Teller County, Colorado
About this file
These construction drawings detail the 2025 Asphalt Overlay and Concrete Replacement project for the Town of Breckenridge, Colorado, with project number TOB PROJ. #309001001-2025. The project encompasses multiple street and roadway locations including French Street, Washington Avenue, Highland Terrace, Main-Park Traffic Circle, Tomahawk Lane, Red Feather Road, Highwood Circle, Settlers Drive, Willow Lane, La Cima, Village Road, and areas along SH9. The comprehensive infrastructure improvement plan involves full width 2-inch mill and 2.5-inch asphalt overlay, full depth removal and replacement of concrete elements, and associated improvements to curb, gutter, sidewalks, and ramps. The project includes approximately 16,800 square yards of asphalt overlay, numerous concrete replacement quantities, and various site-specific improvements designed to enhance road infrastructure and accessibility.
The construction drawings provide detailed site plans for each location, including specific quantities, proposed modifications, and traffic control details. The project appears to be funded by the Town of Breckenridge and is scheduled for implementation in 2025, with an issue date of January 17, 2025. The drawings include comprehensive notes regarding construction requirements, such as concrete removal procedures, ADA compliance, surface preparation, and coordination with town representatives. Traffic control details are included to manage road work disruptions, with specific guidelines for lane closures, detours, and maintaining pedestrian and vehicle access during construction. The project emphasizes coordination with town engineering standards, utility protection, and meeting all necessary municipal and state permitting requirements.
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Text version
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A1
SHEET NUMBER
COVER SHEET
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P.O. Box 168 1095 Airport Road
(970) 453-3196 Breckenridge, Colorado 80424
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= PROJECT AREAS
Sheet Index Sheet TitleSheet No.
MAIN-PARK TRAFFIC
CIRCLE, DRAWING C3
FRENCH STREET,
DRAWING C1
FRENCH STREET,
DRAWING C1
WASHINGTON AVENUE
AND HIGHLAND TERRACE,
DRAWING C2
VILLAGE ROAD,
DRAWING C8
LA CIMA, DRAWING C7
HIGHWOOD CIRCLE AND
SETTLERS DRIVE,
DRAWING C5
WILLOW LANE,
DRAWING C6
RED FEATHER AND
TOMAHAWK, DRAWING C4
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NORTH
AutoCAD SHX Text 385.21'
AutoCAD SHX Text A1 COVER SHEET COVER SHEET A2 GENERAL NOTES GENERAL NOTES C1-C8 LOCATION SITE PLANS LOCATION SITE PLANS D1 DETAILSDETAILS
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SHEET NUMBER
GENERAL
NOTES
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GENERAL NOTES
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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 (970-453-3164) 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 ENGINEERING STANDARDS FOR THE DESIGN OF THESE PLANS CONFORM TO THE TOWN OF BRECKENRIDGE ENGINEERING 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 TOWN PRIOR TO COMMENCING ANY WORK CONTRACTOR TO OBTAIN CDOT SPECIAL USE PERMIT FROM THE TOWN 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. LOCATIONS SHOWN ON PLANS ARE APPROXIMATE. 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 A T-PATCH TO ADJACENT STREET NOT IN THE OVERLAY TO BE USED. 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 SEVEN (7) DAYS PRIOR TO BEGINNING WORK. MHT TO BE SUBMITTED SEVEN (7) 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. 39. ALL CAST IN PLACE CONCRETE SHALL BE 4500 PSI, FIELD, 0.44 WC, 5-8% AIR. ALL CAST IN PLACE CONCRETE SHALL BE 4500 PSI, FIELD, 0.44 WC, 5-8% AIR. 40. CONTRACTOR IS RESPONSIBLE FOR COORDINATING CONCRETE SAMPLE TESTING WITH TOWN CONSULTANT CONTRACTOR IS RESPONSIBLE FOR COORDINATING CONCRETE SAMPLE TESTING WITH TOWN CONSULTANT AT LEAST ONE (1) TEST WILL BE REQUIRED FOR EACH DAY CONCRETE IS POURED. 41. SIDEWALK JOINTS SHALL BE SPACED 5' AND CURB JOINTS SHALL BE 6'. SIDEWALK JOINTS SHALL BE SPACED 5' AND CURB JOINTS SHALL BE 6'. 42. SIDEWALK SHOULD BE 5" MINIMUM THICKNESS AND CURB AND DRAINAGE PAN SHALL BE 6" MINIMUM SIDEWALK SHOULD BE 5" MINIMUM THICKNESS AND CURB AND DRAINAGE PAN SHALL BE 6" MINIMUM THICKNESS, UNLESS DOESN'T FIT EXISTING. 43. CURB RAMP AND SIDEWALK CONTROL JOINTS TO BE MECHANICALLY CUT WITH " SAWBLADE. CURB RAMP AND SIDEWALK CONTROL JOINTS TO BE MECHANICALLY CUT WITH " SAWBLADE. 18" SAWBLADE. 44. CROSS PANS AND DRIVEWAY CROSSINGS SHALL HAVE WELDED WIRE FABRIC (WWF) PER TOWN CROSS PANS AND DRIVEWAY CROSSINGS SHALL HAVE WELDED WIRE FABRIC (WWF) PER TOWN SPECIFICATIONS. 45. LONGITUDINAL SLOPES OF SIDEWALK SHALL NOT EXCEED 5%, UNLESS TIE-IN TO EXISTING PREVENTS OR LONGITUDINAL SLOPES OF SIDEWALK SHALL NOT EXCEED 5%, UNLESS TIE-IN TO EXISTING PREVENTS OR MATCHES ROAD GRADE. 46. SIDEWALK CROSS SLOPE SHALL BE 2% MAXIMUM. SIDEWALK CROSS SLOPE SHALL BE 2% MAXIMUM. 47. PATCHBACKS ON ALL AREAS, EXCEPT MAIN-PARK TRAFFIC CIRCLE, MAY UTILIZE MILLINGS OR AGGREGATE PATCHBACKS ON ALL AREAS, EXCEPT MAIN-PARK TRAFFIC CIRCLE, MAY UTILIZE MILLINGS OR AGGREGATE BASE TO FILL VOIDS. THESE AREAS MUST BE MAINTAINED UNTIL ASPHALT REPLACES/OVERLAYS ROAD. 48. FOR DETAILS OF CURB RAMP TYPES CALLED OUT ON DRAWINGS, SEE TOWN ENGINEERING STANDARD FOR DETAILS OF CURB RAMP TYPES CALLED OUT ON DRAWINGS, SEE TOWN ENGINEERING STANDARD DETAILS.
C1
SITE PLAN -
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AutoCAD SHX Text
LEGEND:
AutoCAD SHX Text
= 2.5 INCH HMA OVERLAY 2.5 INCH HMA OVERLAY (SX-75 PG 58-28)
AutoCAD SHX Text 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. 2. VERIFY CONCRETE REMOVAL LOCATIONS WITH TOWN REPRESENTATIVE VERIFY CONCRETE REMOVAL LOCATIONS WITH TOWN REPRESENTATIVE PRIOR TO BEGINNING DEMOLITION WORK. 3. CDOT PERMIT WILL BE ACQUIRED BY THE TOWN FOR WORK ALONG SH9, CDOT PERMIT WILL BE ACQUIRED BY THE TOWN FOR WORK ALONG SH9, NO WORK MAY BEGIN IN THIS AREA PRIOR TO RECEIVING THE PERMIT FROM THE TOWN.
AutoCAD SHX Text Remove and replace with Type 2 curb ramp
AutoCAD SHX Text Remove and replace with Type 2 curb ramp
AutoCAD SHX Text Add ramp and detectable warning plates at Recreation Path. Approximate width of path is 12 ft.
AutoCAD SHX Text Remove and replace with Type 2 curb ramp
AutoCAD SHX Text Remove and replace with Type 5 curb ramp
AutoCAD SHX Text Remove and replace with Type 5 curb ramp
AutoCAD SHX Text Remove and replace with Type 2 curb ramp
AutoCAD SHX Text Existing heated curb ramp and sidewalk
AutoCAD SHX Text Washington Ave, see drawing C2
AutoCAD SHX Text FULL WIDTH 2 INCH MILL AND 2.5 INCH OVERLAY. N FRENCH AND FRENCH STREET APPROX. 6800 SY. 6800 SY. VARIOUS LOCATIONS OF CONCRETE REPLACEMENT ALONG FRENCH STREET. REMOVE AND REPLACE QUANTITIES (APPROXIMATE) CURB AND GUTTER (SECTION II-B): 830 LF 3 FT CONCRETE PAN: 430 LF CROSS PANS AND SPANDRELS: 890 SF CONCRETE CURB RAMP: 100 SY CONCRETE SIDEWALK: 1500 SF
Remove and replace with Type 5 curb ramp
C2
SITE PLAN -
WASHINGTON &
HIGHLAND
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AutoCAD SHX Text FULL WIDTH 2 INCH MILL AND 2.5 INCH OVERLAY.WASHINGTON AVENUE AND HIGHLAND TERRACE APPROX. 5000 SY. VARIOUS LOCATIONS OF CONCRETE REPLACEMENT ALONG WASHINGTON AVENUE. REMOVE AND REPLACE QUANTITIES (APPROXIMATE) CURB AND GUTTER (SECTION II-B): 580 LF CONCRETE CURB RAMP: 105 SY CONCRETE SIDEWALK: 2,050 SF 3 FT CONCRETE PAN: 210 LF CROSS PAN & SPANDRELS: 600 SF
AutoCAD SHX Text
= 2.5 INCH HMA OVERLAY 2.5 INCH HMA OVERLAY (SX-75 PG 58-28)
AutoCAD SHX Text 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. 2. VERIFY CONCRETE REMOVAL LOCATIONS WITH TOWN REPRESENTATIVE VERIFY CONCRETE REMOVAL LOCATIONS WITH TOWN REPRESENTATIVE PRIOR TO BEGINNING DEMOLITION WORK.
AutoCAD SHX Text Heated sidewalk (existing) on south side
AutoCAD SHX Text Remove and replace with Type 2 curb ramps
AutoCAD SHX Text Remove and replace with Type 2 curb ramps
AutoCAD SHX Text Remove and replace with Type 5 curb ramp (not heated)
AutoCAD SHX Text Remove and replace with Type 2 curb ramp
AutoCAD SHX Text Remove and replace with a bulb-out with Type 5 ramp
AutoCAD SHX Text For French Street intersection ramp requirements, see C1
Remove and replace with Type 2 curb ramp
C3
SITE PLAN -
MAIN - PARK
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AutoCAD SHX Text FULL DEPTH REMOVAL AND 6 INCH ASPHALT REPLACEMENT. TRAFFIC CIRCLE. APPROX. 1700 SY. VARIOUS LOCATIONS OF CONCRETE REPLACEMENT ALONG TRAFFIC CIRCLE REMOVE AND REPLACE QUANTITIES (APPROXIMATE) CURB AND GUTTER (SECTION II-B): 200 LF CONCRETE CURB RAMP: 25 SY CONCRETE SIDEWALK: 1500 SF
AutoCAD SHX Text
LEGEND:
AutoCAD SHX Text
= 6 INCH HMA OVERLAY 6 INCH HMA OVERLAY (SX-75 PG 58-28)
AutoCAD SHX Text 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. 2. VERIFY CONCRETE REMOVAL LOCATIONS WITH TOWN REPRESENTATIVE VERIFY CONCRETE REMOVAL LOCATIONS WITH TOWN REPRESENTATIVE PRIOR TO BEGINNING DEMOLITION WORK.
AutoCAD SHX Text Remove and Replace with Type 2 curb ramp
AutoCAD SHX Text Remove and Replace median sidewalk to be ADA compliant
Remove and Replace with Type 2 curb ramp
C4
SITE PLAN -
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AutoCAD SHX Text
= 4 INCH HMA OVERLAY 4 INCH HMA OVERLAY (SX-75 PG 58-28)
AutoCAD SHX Text NOTES: 1. LIMITS OF ALL WORK TO BE FIELD VERIFIED WITH OWNER PRIOR TO LIMITS OF ALL WORK TO BE FIELD VERIFIED WITH OWNER PRIOR TO START OF WORK. 2. BASE COURSE WILL MEET COMPACTION TESTING REQUIREMENTS PRIOR BASE COURSE WILL MEET COMPACTION TESTING REQUIREMENTS PRIOR TO LAYING ASPHALT.
AutoCAD SHX Text FULL DEPTH REMOVAL, SUBGRADE PREPARATION, AND 4 INCH ASPHALT REPLACEMENT, RED FEATHER ROAD, APPROX. 2300 SY.
AutoCAD SHX Text FULL DEPTH REMOVAL, SUBGRADE PREPARATION, AND 4 INCH ASPHALT REPLACEMENT,TOMAHAWK LANE, APPROX. 2800 SY.
COORDINATE PAVING OF RED FEATHER AND TOMAHAWK WITH BROKEN LANCE DRIVE IMPROVEMENTS CONTRACTOR
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LEGEND:
AutoCAD SHX Text
= 2.5 INCH HMA OVERLAY 2.5 INCH HMA OVERLAY (SX-75 PG 58-28)
AutoCAD SHX Text
FULL WIDTH 2 INCH MILL AND 2.5 INCH OVERLAY. APPROX. 2000 SY
AutoCAD SHX Text 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. 2. VERIFY CONCRETE REMOVAL LOCATIONS WITH TOWN REPRESENTATIVE VERIFY CONCRETE REMOVAL LOCATIONS WITH TOWN REPRESENTATIVE PRIOR TO BEGINNING DEMOLITION WORK.
AutoCAD SHX Text FULL WIDTH 2 INCH MILL AND 2.5 INCH OVERLAY. APPROX. 2850 SY REMOVE AND REPLACE QUANTITIES (APPROXIMATE) CURB AND GUTTER (SECTION II-B): 25 LF CONCRETE CURB RAMP: 10 SY CONCRETE SIDEWALK: 90 SF CONCRETE CROSS PAN & SPANDRELS: 150 SF
Remove and Replace with Type 2 curb ramp
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AutoCAD SHX Text
= 2.5 INCH HMA OVERLAY 2.5 INCH HMA OVERLAY (SX-75 PG 58-28)
AutoCAD SHX Text
AutoCAD SHX Text FULL WIDTH 2 INCH MILL AND 2.5 INCH OVERLAY. WILLOW LANE. APPROX. 450 SY REMOVE AND REPLACE QUANTITIES (APPROXIMATE) CURB AND GUTTER (SECTION II-B): 30 LF CONCRETE CURB RAMP: 80 SY CONCRETE SIDEWALK: 540 SF
AutoCAD SHX Text 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. 2. VERIFY CONCRETE REMOVAL LOCATIONS WITH TOWN REPRESENTATIVE VERIFY CONCRETE REMOVAL LOCATIONS WITH TOWN REPRESENTATIVE PRIOR TO BEGINNING DEMOLITION WORK.
AutoCAD SHX Text Remove and replace with Type 1 perpendicular curb ramps
Remove and replace with Type 2 curb ramps
C7
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LA CIMA
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AutoCAD SHX Text 385.21'
AutoCAD SHX Text
LEGEND:
AutoCAD SHX Text = Concrete removal and Concrete removal and replacement
AutoCAD SHX Text REMOVE AND REPLACE CONCRETE SIDEWALK TO MEET ADA REQUIREMENTS. APPROX. QUANTITIES: SIDEWALK = 5700 SF
NOTES: 2. VERIFY CONCRETE REMOVAL LOCATIONS WITH TOWN REPRESENTATIVE VERIFY CONCRETE REMOVAL LOCATIONS WITH TOWN REPRESENTATIVE PRIOR TO BEGINNING DEMOLITION WORK.
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VILLAGE
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AutoCAD SHX Text CONCRETE INLET AND SIDEWALK REPAIR AND REPLACEMENT. APPROXIMATE QUANTITIES: SIDEWALK = 50 SF LENGTH OF INLET = 10 FT
AutoCAD SHX Text
= CONCRETE REMOVAL AND CONCRETE REMOVAL AND REPLACEMENT
AutoCAD SHX Text NOTES: 1. VERIFY CONCRETE REMOVAL LOCATIONS WITH TOWN REPRESENTATIVE PRIOR VERIFY CONCRETE REMOVAL LOCATIONS WITH TOWN REPRESENTATIVE PRIOR TO BEGINNING DEMOLITION WORK. 2. CDOT PERMIT WILL BE ACQUIRED BY THE TOWN FOR WORK ALONG SH9, NO CDOT PERMIT WILL BE ACQUIRED BY THE TOWN FOR WORK ALONG SH9, NO WORK MAY BEGIN IN THIS AREA PRIOR TO RECEIVING THE PERMIT FROM THE TOWN.
CONCRETE SIDEWALK, DRIVEWAY, AND CURB AND GUTTER REPLACEMENT. APPROXIMATE QUANTITIES: SIDEWALK = 350 SF CURB AND GUTTER TYPE 2 (4" MOUNTABLE) = 70 FT CONCRETE DRIVEWAY = 350 SF
D1
TRAFFIC
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NOTES: 1. MUTCD EXHIBITS ARE SHOWN FOR MINIMUM TRAFFIC CONTROL REQUIREMENTS. MUTCD EXHIBITS ARE SHOWN FOR MINIMUM TRAFFIC CONTROL REQUIREMENTS. 2. CONTRACTOR SHALL SUBMIT MHT PRIOR TO CONSTRUCTION. CONTRACTOR SHALL SUBMIT MHT PRIOR TO CONSTRUCTION. 3. MHT SHALL ADDRESS VEHICLE AND PEDESTRIAN TRAFFIC CONTROL.MHT SHALL ADDRESS VEHICLE AND PEDESTRIAN TRAFFIC CONTROL.
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| 309001001_2025_SITE PLAN_1-9-25-COVER SHEET 11X17.pdf |
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| 309001001_2025_SITE PLAN_1-9-25-C4-Red Feather and Tomahawk |
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