Attachment D - B25-09 Planset.pdf
PDF 12 MB Posted
- Attached to
- PN9091 - 2025 Resurfacing Program State and local contract opportunity
- Solicitation number
- B25-09
- Issued by
- Colorado
About this file
This document is a detailed planset for the Larimer County, Colorado Division of Public Works 2025 Resurfacing Program (Project No. 9091), covering road resurfacing at five different sites across county roads: CR 5, CR 64, CR 52, CR 52C, and CR 17. The project involves milling, overlaying, and leveling existing asphalt roadways across approximately 7.05 total miles, with each site having specific segment lengths ranging from 0.226 to 1.178 miles. The typical roadway improvements include a 2" HMA overlay with fiber, HMA leveling course, and maintaining existing road widths between 24-30 feet. The project uses aggregate base course and focuses on road sections from various points such as city limits, county road intersections, and surface change locations.
The project specifications indicate a comprehensive approach to road maintenance, utilizing Class 5 special aggregate and following Colorado Department of Transportation (CDOT) standards. The estimated quantities include removal of existing asphalt material, placement of new aggregate base course, and application of new asphalt layers with specific grading and compaction requirements. The planset includes detailed technical drawings for each site, showing typical cross-sections, intersection details, and thermoplastic markings. Funding appears to be from county infrastructure maintenance budgets, with the work designed to improve road conditions and extend the service life of county roadways through systematic resurfacing and rehabilitation techniques.
View the file
Other files for this state and local contract opportunity
| File | Type | Posted |
|---|---|---|
| B25-09 PN9091 Invitation to Bid Package .pdf | ||
| Attachment C - B25-09 Special Provisions.pdf | ||
| Attachment A - B25-09 Bid Schedule.xlsx | XLSX spreadsheet | |
| Attachment B - Sample Contract (Includes B25-09 Insurance Requirements).pdf |
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Text version
DIVISION OF PUBLIC WORKS
LARIMER COUNTY, COLORADO
N
PUBLIC WORKS PROJECT NO. 9091
2025 RESURFACING PROGRAM
SITE 1: CR 5
SITE 2: CR 64
SITE 3: CR 52
SITE 4: CR 52C
SITE 5B: CR 17
Feet 0 5500 11000
SITE 5A: CR 56
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ENGINEERING DEPARTMENT
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SHEET NO.
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COMPUTER INFORMATION
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FORT COLLINS, COLORADO 80522-1190
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POST OFFICE BOX 1190
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FILE LOCATION:
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CREATION DATE:
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(970)498-7986 FAX
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200 WEST OAK, SUITE 3000
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FILE NAME:
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1-TITLE.DWG
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R:\PROJ\9091\8_DRAWINGS
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INDEX OF SHEETS
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SHEET NO.
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DESCRIPTION
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PROJECT LENGTH-ROADWAY
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%%ULENGTH AND DESIGN DATA
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STREET
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MILES
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PROJECT ENGINEER:
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COUNTY ENGINEER:
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PROJ. COMPLETE: __/__/__
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PROJ. START: __/__/__
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CONTRACTOR:
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CONTRACT INFORMATION
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PROJECT NO. 90919091
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2025 RESURFACING PROGRAM
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CR 5
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PROJECT TOTAL
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SITE
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CR 52
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CR 52C
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CR 56
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CR 17
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CR 64
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AutoCAD SHX Text 1 TITLE SHEET TITLE SHEET 2 M&S STANDARD PLANS LIST M&S STANDARD PLANS LIST 3 APPROXIMATE QUANTITIES APPROXIMATE QUANTITIES 4 INTERSECTIONS & THERMOPLASTIC INTERSECTIONS & THERMOPLASTIC 5 GENERAL NOTES & DETAILS GENERAL NOTES & DETAILS 6 SITE 1 PLAN SHEET SITE 1 PLAN SHEET 7 SITE 1 TYPICAL SECTION SITE 1 TYPICAL SECTION 8 SITE 2 PLAN SHEET SITE 2 PLAN SHEET 9 SITE 2 TYPICAL SECTIONS (A) SITE 2 TYPICAL SECTIONS (A) 10 SITE 2 TYPICAL SECTIONS (B) SITE 2 TYPICAL SECTIONS (B) 11 SITE 3 PLAN SHEET SITE 3 PLAN SHEET 12 SITE 3 TYPICAL SECTION SITE 3 TYPICAL SECTION 13 SITE 4 PLAN SHEET SITE 4 PLAN SHEET 14 SITE 4 TYPICAL SECTION SITE 4 TYPICAL SECTION 15 SITES 5A & 5B PLAN SHEET SITES 5A & 5B PLAN SHEET 16 SITES 5A & 5B TYPICAL SECTIONSSITES 5A & 5B TYPICAL SECTIONS
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ENGINEERING DEPARTMENT
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FORT COLLINS, COLORADO 80522-1190
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200 WEST OAK, SUITE 3000
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COMPUTER INFORMATION
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2025 RESURFACING PROGRAM
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PROJECT NO. 90919091
ENGINEERING DEPARTMENT
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200 WEST OAK, SUITE 3000
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FILE NAME:
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APPROXIMATE QUANTITIES
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COMPUTER INFORMATION
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PROJECT NO. 90919091
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2025 RESURFACING PROGRAM
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APPROXIMATE SITE QUANTITIES
INTERSECTIONS & THERMOPLASTIC
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2025 RESURFACING PROGRAM
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PROJECT NO. 90919091
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THERMOPLASTIC
INTERSECTIONS
GENERAL NOTES & DETAILS
AutoCAD SHX Text All work shall be in accordance with the Colorado Department of Transportation Standard Specifications for Road and Bridge Construction, 2023 Edition and Project Special Provisions. For preliminary plan quantities of pavement structure materials, the following rates of application were used: Hot Mix Asphalt (Grading S & SX) @ 111 lbs. per sq. yd./inch Aggregate Base Course (Class 5) @ 132 lbs. per cu. ft. A tack coat of diluted emulsified asphalt (slow setting) is required prior to the placement of all lifts of hot mix asphalt. Prior to placement of tack coat, the Contractor shall clean the surface that will receive a tack coat as directed by the engineer. Emulsified asphalt and cleaning will not be paid for separately, but shall be included in the cost of hot mix asphalt. Emulsified asphalt (slow setting) shall be diluted using 1 part emulsified asphalt (slow setting) and 1 part water. Rate of application shall be determined by the engineer at the time of application. The following shall be furnished with each asphalt paver: 1. A ski type device at least 40 feet in length A ski type device at least 40 feet in length 2. Short ski or matching shoe. Short ski or matching shoe. 3. Low Lift Loader or Material Transfer Device (to transfer asphalt mix from windrow to Low Lift Loader or Material Transfer Device (to transfer asphalt mix from windrow to paver hopper - top lift only). - top lift only). top lift only). ). Any layer of hot mix asphalt that is to have a succeeding layer placed thereon shall be completed full width before succeeding layer is placed. It is the Contractor's responsibility to make arrangements with the utility companies to locate all underground utilities prior to construction. The Contractor shall have the responsibility of coordinating the raising of affected structures with the utilities. The Contractor shall place 12" lengths of pavement marking tape at maximum 100' intervals at the centerline of all paved surfaces (leveling and final surface). At curves this interval shall be reduced to a maximum of 50' at the centerline. Pavement marking tape is considered subsidiary to the work and will not be paid for separately. Final pavement striping shall be done by Larimer County. Preformed pavement markings to be placed after Larimer County has completed final pavement striping or as directed by the Engineer. The Contractor shall not be permitted to perform concurrent widening operations on more than one side of the road if the undisturbed road clear width would be reduced to less than 20 feet. The asphalt mat shall be widened 4' at all gravel or dirt driveways, pull-outs, untabulated private roads and parking areas. Roadway approaches shall be paved to the limits shown in the Intersection Tabulation with one 3" lift of HMA (Grading S), or as directed by the Engineer. Aggregate base course (Class 5) (Shoulder)(Special) shall be used at gravel driveways to transition from new asphalt mat to existing driveway surface as directed by the Engineer. Contractor shall provide Aggregate Base Course (Class 5)(Shoulder)(Special) for temporary driveway transitions at the end of each paving day. A water truck shall be on site and used for all shouldering work to ensure adequate moisture for compaction. Work on a new site shall not begin until shouldering has started on the previous site. Contractor shall maintain ingress and egress traffic at all approaches at all times unless otherwise approved by the engineer. Asphalt patching locations and depths shall be as ordered by the Engineer. Calculation sheets used to estimate the patching quantities presented in these plans are available from the Engineer. The number, location and extent of all patching shown on these sheets are subject to change and are not to be considered part of the bidding documents. Asphalt to be removed for patching shall be saw cut, jack hammered, or roto-milled. Wheel cutting will not be permitted. The Contractor shall be responsible for replacing, at his expense, any property pins or survey monuments removed or destroyed during construction. Reset Mailbox Type I, Type II & Type III quantity added to establish unit bid price for unfound mailboxes. Mailboxes requiring reset will be identified by Larimer County and work will be directed in the field. All mix designs submitted for this project will be subject to CDOT Form 43. The Owner reserves the right to change Optimum AC Content and Air Voids. Targets for AC content will be ± 0.2% of optimum production targets will be established from form 43.
AutoCAD SHX Text Material removed for widening exclusive of asphalt mat may be used to support the edge of the pavement in place of ABC (Class 5) at the direction of the Engineer.
AutoCAD SHX Text Pave Widening Area During
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AutoCAD SHX Text Removed asphalt and excess material from widening which cannot be used or disposed of within the project limits in a manner approved by the Engineer shall be disposed by the Contractor off-site. Disposal of this material will be considered subsidiary to the work and will not be paid for separately. Where notching is not required vegetation on the shoulders shall be scalped as directed. It is estimated 24 hours of Blading with a motor grader in the 125 to 150 Flywheel Horsepower range will be required for widening and subsequent placement of the windrowed material at the edge of the new pavement. (See Blading Hours Notes above) Blading operations in preparation for widening shall not precede the paving of the widened areas by more than three working days.
AutoCAD SHX Text Blading shall consist of all equipment and labor required to perform task. Individual equipment such as tractor, broom, skid steer loader or operators and laborers shall not be paid separately. The following will be measured and paid for as blading hours: - Notching of shoulder to widen road. * Notching of shoulder to widen road. * * - Scalping of shoulder to widen road. * Scalping of shoulder to widen road. * * - Shouldering edge of newly placed HMA with material generated from notching or scalping Shouldering edge of newly placed HMA with material generated from notching or scalping of shoulder. - Grading and cleaning of ditches. Grading and cleaning of ditches. - Grading and shaping of existing material at approach roads. Grading and shaping of existing material at approach roads. * For purposes of the above item, widening shall be defined as an increase in total road For purposes of the above item, widening shall be defined as an increase in total road width of one foot or more. The following will not be measured and paid for as blading hours: - Removing soil, vegetation, and debris from the edge of existing paved surface. this Removing soil, vegetation, and debris from the edge of existing paved surface. this shall be considered cleaning. - Placement of imported aggregate base for shouldering newly placed HMA, including Placement of imported aggregate base for shouldering newly placed HMA, including approaches, driveways, turnouts, and pull offs.
AutoCAD SHX Text It is the intent that the leveling operation shall improve the cross-sectional shape of the roadway (to 0.04'/ft max. to 0.015'/ft min. cross slope or more consistent superelevation and transition - as directed by the Engineer) while minimizing the amount of HMA to be placed. The Contractor shall attempt to maintain a minimum depth (1"±) over the highest point on the existing asphalt section such that the aggregate is not crushed by the screed. The desirable foreslope to be constructed with aggregate base course is 4:1. At many locations this slope is not attainable and the Contractor will be directed to reduce or eliminate the gravel shoulder and steepen the side slope to catch at the edge of the existing roadway platform or so as not to fill the sideditch. Following placement of aggregate base course shoulder material, the Contractor shall clean the new pavement in preparation for pavement marking placement. The cleaning operation will be considered subsidiary to the work and will not be paid for separately. Patch depth is 6" except as noted.
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CLASSIFICATION FOR AGGREGATE BASE COURSE (SPECIAL)
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NOTCH WIDENING DETAIL
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TYPICAL SECTION NOTES
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BLADING HOURS
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GENERAL NOTES
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MASS PERCENT PASSING SQUARE MESH SIEVES
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MIN.
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MAX.
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PROJECT SPECIFICATION
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SIEVE SIZE
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AutoCAD SHX Text Removal of Asphalt Mat (Planing) on bridge decks and over culverts shall be done at the direction of the engineer and shall only be preformed when the engineer or his representative is present to direct the work. Depth of the removal is critical and shall be monitored at all times. Removal of excess material on or over structures shall be avoided. Any damage to bridge decks or culverts and the cost to repair, due to excessive removal depths shall be the responsibility of the Contractor. Compaction on bridges and over large culverts shall be done without vibration from rollers as directed by the Engineer. Damage to bridge decks and culverts and the cost to repair, due to roller vibration shall be the responsibility of the Contractor.
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REMOVAL OF ASPHALT (PLANNING) NOTES
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SAFETY EDGE DETAIL
AutoCAD SHX Text The Safety Edge shall not be installed in front of guardrail or intersection. The Safety Edge shall be installed on both sides of the roadway. The Safety Edge will be constructed as part of the roadway pavement. A Shoulder Wedge device will be added to the Screed of the paving machine. The contractor may use a Shoulder Wedge maker or a similar device that produces the same compaction results. The short sections of the handwork will be allowed when necessary for the transitions and turnouts. Site preparation and additional earthwork required to construct the Safety Edge will not be paid for separately but shall be included in the work.
AutoCAD SHX Text LEGEND Δ - Safety edge with a 30 -35 slope and shoulder material (See "Safety Edge Detail"). - Safety edge with a 30°-35° slope and shoulder material (See "Safety Edge Detail").- Match existing slope HMA - Hot mix asphalt - Hot mix asphalt HP - Hinge point- Hinge point
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SAFETY EDGE
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EXISTING GROUND
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4' (TYP.)
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30°-35° SLOPE
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SHOULDER MATERIAL
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HMA PER TYPICAL SECTION
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EXISTING ROADWAY OR ROAD BASE
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ENGINEERING DEPARTMENT
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SHEET NO.
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FORT COLLINS, COLORADO 80522-1190
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POST OFFICE BOX 1190
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(970)498-7986 FAX
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200 WEST OAK, SUITE 3000
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FILE NAME:
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4-5-GENERAL NOTES.DWG
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R:\PROJ\9091\8_DRAWINGS
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COMPUTER INFORMATION
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2025 RESURFACING PROGRAM
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SITE 1
CR 5
LEGEND
Feet 0 400 800
BEGIN SITE 1
CR 48
E CR 48
SURFACE CHANGE
END SITE 1
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SITE 1 - PLAN SHEET
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2025 RESURFACING PROGRAM
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PROJECT NO. 90919091
LIMITS OF CONSTRUCTION
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c
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EXISTING ASPHALT WIDTH 25'
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COUNTY ROAD 5 TYPICAL SECTION FROM: CR 48 TO: SURFACE CHANGE
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2" HMA OVERLAY GR (SX)(75)(PG64-22)
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ABC (CLASS 5) (SPECIAL)
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ABC (CLASS 5) (SPECIAL)
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HMA LEVELING COURSE 1"± @ HIGH POINTSGR (SX)(75)(PG64-22)
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1.5% MIN 4% MAX
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SITE 1 - TYPICAL SECTION
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2025 RESURFACING PROGRAM
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VOID:
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REVISED:
AutoCAD SHX Text
NO REVISIONS:
AutoCAD SHX Text
AS CONSTRUCTED
AutoCAD SHX Text
SHEET NO.
AutoCAD SHX Text
REVISIONS
AutoCAD SHX Text
FORT COLLINS, COLORADO 80522-1190
AutoCAD SHX Text
POST OFFICE BOX 1190
AutoCAD SHX Text
FILE LOCATION:
AutoCAD SHX Text
CREATION DATE:
AutoCAD SHX Text
MODIFICATION DATE:
AutoCAD SHX Text R-3
AutoCAD SHX Text R-4
AutoCAD SHX Text R-5
AutoCAD SHX Text R-1
AutoCAD SHX Text R-2
AutoCAD SHX Text
(970)498-7986 FAX
AutoCAD SHX Text (970)498-5700
AutoCAD SHX Text
200 WEST OAK, SUITE 3000
AutoCAD SHX Text
FILE NAME:
AutoCAD SHX Text 4/3/25
AutoCAD SHX Text
AutoCAD SHX Text
TYPICAL.DWG
AutoCAD SHX Text
R:\PROJ\9091\8_DRAWINGS
AutoCAD SHX Text
COMPUTER INFORMATION
AutoCAD SHX Text
SITE 2 - TYPICAL SECTIONS (A)
AutoCAD SHX Text
2025 RESURFACING PROGRAM
AutoCAD SHX Text
SITE # 2D
SITE # 2C
AutoCAD SHX Text c
AutoCAD SHX Text 12'
AutoCAD SHX Text 12'
AutoCAD SHX Text
EXISTING ASPHALT WIDTH 24'
AutoCAD SHX Text 1'
AutoCAD SHX Text 1'
AutoCAD SHX Text
COUNTY ROAD 5 TYPICAL SECTION FROM: CR 64 TO: SURFACE CHANGE
AutoCAD SHX Text
2" HMA OVERLAY GR (SX)(75)(PG64-22)(WITH FIBER)
AutoCAD SHX Text
ABC (CLASS 5) (SPECIAL)
AutoCAD SHX Text
ABC (CLASS 5) (SPECIAL)
AutoCAD SHX Text
HMA LEVELING COURSE 1"± @ HIGH POINTSGR (SX)(75)(PG64-22)(WITH FIBER)
AutoCAD SHX Text
1.5% MIN 4% MAX
AutoCAD SHX Text
1.5% MIN 4% MAX
AutoCAD SHX Text c
AutoCAD SHX Text 15'
AutoCAD SHX Text 15'
AutoCAD SHX Text
EXISTING ASPHALT WIDTH 30'
AutoCAD SHX Text 1'
AutoCAD SHX Text 1'
AutoCAD SHX Text
COUNTY ROAD 64 TYPICAL SECTION FROM: CR 3 TO: COUNTY LINE ROAD
AutoCAD SHX Text
2" HMA OVERLAY GR (SX)(75)(PG64-22)(WITH FIBER)
AutoCAD SHX Text
ABC (CLASS 5) (SPECIAL)
AutoCAD SHX Text
ABC (CLASS 5) (SPECIAL)
AutoCAD SHX Text
HMA LEVELING COURSE 1"± @ HIGH POINTSGR (SX)(75)(PG64-22)(WITH FIBER)
AutoCAD SHX Text
1.5% MIN 4% MAX
AutoCAD SHX Text
1.5% MIN 4% MAX
AutoCAD SHX Text
ENGINEERING DEPARTMENT
AutoCAD SHX Text
VOID:
AutoCAD SHX Text
REVISED:
AutoCAD SHX Text
NO REVISIONS:
AutoCAD SHX Text
AS CONSTRUCTED
AutoCAD SHX Text
SHEET NO.
AutoCAD SHX Text
REVISIONS
AutoCAD SHX Text
FORT COLLINS, COLORADO 80522-1190
AutoCAD SHX Text
POST OFFICE BOX 1190
AutoCAD SHX Text
FILE LOCATION:
AutoCAD SHX Text
CREATION DATE:
AutoCAD SHX Text
MODIFICATION DATE:
AutoCAD SHX Text R-3
AutoCAD SHX Text R-4
AutoCAD SHX Text R-5
AutoCAD SHX Text R-1
AutoCAD SHX Text R-2
AutoCAD SHX Text
(970)498-7986 FAX
AutoCAD SHX Text (970)498-5700
AutoCAD SHX Text
200 WEST OAK, SUITE 3000
AutoCAD SHX Text
FILE NAME:
AutoCAD SHX Text 4/3/25
AutoCAD SHX Text
AutoCAD SHX Text
TYPICAL.DWG
AutoCAD SHX Text
R:\PROJ\9091\8_DRAWINGS
AutoCAD SHX Text
COMPUTER INFORMATION
AutoCAD SHX Text
SITE 2 - TYPICAL SECTIONS (B)
AutoCAD SHX Text
2025 RESURFACING PROGRAM
AutoCAD SHX Text
SITE 3: CR 52
LEGEND
Feet
0 1000 2000
END SITE 3
CR 9
BEGIN SITE 3
CITY LIMITS
AutoCAD SHX Text
ENGINEERING DEPARTMENT
AutoCAD SHX Text
VOID:
AutoCAD SHX Text
REVISED:
AutoCAD SHX Text
NO REVISIONS:
AutoCAD SHX Text
AS CONSTRUCTED
AutoCAD SHX Text
SHEET NO.
AutoCAD SHX Text
REVISIONS
AutoCAD SHX Text
FORT COLLINS, COLORADO 80522-1190
AutoCAD SHX Text
POST OFFICE BOX 1190
AutoCAD SHX Text
FILE LOCATION:
AutoCAD SHX Text
CREATION DATE:
AutoCAD SHX Text
MODIFICATION DATE:
AutoCAD SHX Text R-3
AutoCAD SHX Text R-4
AutoCAD SHX Text R-5
AutoCAD SHX Text R-1
AutoCAD SHX Text R-2
AutoCAD SHX Text
(970)498-7986 FAX
AutoCAD SHX Text (970)498-5700
AutoCAD SHX Text
200 WEST OAK, SUITE 3000
AutoCAD SHX Text
FILE NAME:
AutoCAD SHX Text 4/3/25
AutoCAD SHX Text
AutoCAD SHX Text
SITES_AERIAL.DWG
AutoCAD SHX Text
R:\PROJ\9091\8_DRAWINGS
AutoCAD SHX Text
COMPUTER INFORMATION
AutoCAD SHX Text
SITE 3 - PLAN SHEET
AutoCAD SHX Text
2025 RESURFACING PROGRAM
AutoCAD SHX Text
AutoCAD SHX Text
PROJECT NO. 90919091
SITE # 3
COUNTY ROAD 52 TYPICAL SECTION FROM: CITY LIMITS TO: CR 9
AutoCAD SHX Text
EXISTING ASPHALT 26' WIDE
AutoCAD SHX Text
2" HMA OVERLAY GR (SX)(75)(PG64-22)
AutoCAD SHX Text c
AutoCAD SHX Text 13'
AutoCAD SHX Text 1'
AutoCAD SHX Text 1'
AutoCAD SHX Text
ABC (CLASS 5) (SPECIAL)
AutoCAD SHX Text
ABC (CLASS 5) (SPECIAL)
AutoCAD SHX Text
HMA LEVELING COURSE 1"± @ HIGH POINTSGR (SX)(75)(PG64-22)
AutoCAD SHX Text
1.5% MIN 4% MAX
AutoCAD SHX Text
1.5% MIN 4% MAX
AutoCAD SHX Text 13'
AutoCAD SHX Text
ENGINEERING DEPARTMENT
AutoCAD SHX Text
VOID:
AutoCAD SHX Text
REVISED:
AutoCAD SHX Text
NO REVISIONS:
AutoCAD SHX Text
AS CONSTRUCTED
AutoCAD SHX Text
SHEET NO.
AutoCAD SHX Text
REVISIONS
AutoCAD SHX Text
FORT COLLINS, COLORADO 80522-1190
AutoCAD SHX Text
POST OFFICE BOX 1190
AutoCAD SHX Text
FILE LOCATION:
AutoCAD SHX Text
CREATION DATE:
AutoCAD SHX Text
MODIFICATION DATE:
AutoCAD SHX Text R-3
AutoCAD SHX Text R-4
AutoCAD SHX Text R-5
AutoCAD SHX Text R-1
AutoCAD SHX Text R-2
AutoCAD SHX Text
(970)498-7986 FAX
AutoCAD SHX Text (970)498-5700
AutoCAD SHX Text
200 WEST OAK, SUITE 3000
AutoCAD SHX Text
FILE NAME:
AutoCAD SHX Text 4/3/25
AutoCAD SHX Text
AutoCAD SHX Text
TYPICAL.DWG
AutoCAD SHX Text
R:\PROJ\9091\8_DRAWINGS
AutoCAD SHX Text
COMPUTER INFORMATION
AutoCAD SHX Text
SITE 3 - TYPICAL SECTION
AutoCAD SHX Text
2025 RESURFACING PROGRAM
AutoCAD SHX Text
SITE 4: CR 52C
LEGEND
Feet 0 400 800
BEGIN SITE 4A
HIGHWAY 1
END SITE 4A
COUNTRY CLUB ROAD
END SITE 4B
SURFACE CHANGE
BEGIN SITE 4B
CR 52C
AutoCAD SHX Text
ENGINEERING DEPARTMENT
AutoCAD SHX Text
VOID:
AutoCAD SHX Text
REVISED:
AutoCAD SHX Text
NO REVISIONS:
AutoCAD SHX Text
AS CONSTRUCTED
AutoCAD SHX Text
SHEET NO.
AutoCAD SHX Text
REVISIONS
AutoCAD SHX Text
FORT COLLINS, COLORADO 80522-1190
AutoCAD SHX Text
POST OFFICE BOX 1190
AutoCAD SHX Text
FILE LOCATION:
AutoCAD SHX Text
CREATION DATE:
AutoCAD SHX Text
MODIFICATION DATE:
AutoCAD SHX Text R-3
AutoCAD SHX Text R-4
AutoCAD SHX Text R-5
AutoCAD SHX Text R-1
AutoCAD SHX Text R-2
AutoCAD SHX Text
(970)498-7986 FAX
AutoCAD SHX Text (970)498-5700
AutoCAD SHX Text
200 WEST OAK, SUITE 3000
AutoCAD SHX Text
FILE NAME:
AutoCAD SHX Text 4/3/25
AutoCAD SHX Text
AutoCAD SHX Text
SITES_AERIAL.DWG
AutoCAD SHX Text
R:\PROJ\9091\8_DRAWINGS
AutoCAD SHX Text
COMPUTER INFORMATION
AutoCAD SHX Text
SITE 4 - PLAN SHEET
AutoCAD SHX Text
2025 RESURFACING PROGRAM
AutoCAD SHX Text
AutoCAD SHX Text
PROJECT NO. 90919091
SITE # 4A
SITE # 4B
AutoCAD SHX Text c
AutoCAD SHX Text 12'-6"
AutoCAD SHX Text 12'-6"
AutoCAD SHX Text 1'
AutoCAD SHX Text 1'
AutoCAD SHX Text
COUNTY ROAD 52C TYPICAL SECTION FROM: HIGHWAY 1 TO: COUNTRY CLUB ROAD
AutoCAD SHX Text
2" HMA OVERLAY GR (SX)(75)(PG64-22)
AutoCAD SHX Text
ABC (CLASS 5) (SPECIAL)
AutoCAD SHX Text
ABC (CLASS 5) (SPECIAL)
AutoCAD SHX Text
EXISTING ASPHALT 25' WIDE
AutoCAD SHX Text
HMA LEVELING COURSE 1"± @ HIGH POINTSGR (SX)(75)(PG64-22)
AutoCAD SHX Text
1.5% MIN 4% MAX
AutoCAD SHX Text
1.5% MIN 4% MAX
AutoCAD SHX Text c
AutoCAD SHX Text 12'
AutoCAD SHX Text 12'
AutoCAD SHX Text
EXISTING ASPHALT 24' WIDE
AutoCAD SHX Text 1'
AutoCAD SHX Text 1'
AutoCAD SHX Text
ABBOTSFORD ST TYPICAL SECTION FROM: CR 52C TO: SURFACE CHANGE
AutoCAD SHX Text
2" HMA OVERLAY GR (SX)(75)(PG64-22)
AutoCAD SHX Text
ABC (CLASS 5) (SPECIAL)
AutoCAD SHX Text
ABC (CLASS 5) (SPECIAL)
AutoCAD SHX Text
HMA LEVELING COURSE 1"± @ HIGH POINTSGR (SX)(75)(PG64-22)
AutoCAD SHX Text
1.5% MIN 4% MAX
AutoCAD SHX Text
1.5% MIN 4% MAX
AutoCAD SHX Text
ENGINEERING DEPARTMENT
AutoCAD SHX Text
VOID:
AutoCAD SHX Text
REVISED:
AutoCAD SHX Text
NO REVISIONS:
AutoCAD SHX Text
AS CONSTRUCTED
AutoCAD SHX Text
SHEET NO.
AutoCAD SHX Text
REVISIONS
AutoCAD SHX Text
FORT COLLINS, COLORADO 80522-1190
AutoCAD SHX Text
POST OFFICE BOX 1190
AutoCAD SHX Text
FILE LOCATION:
AutoCAD SHX Text
CREATION DATE:
AutoCAD SHX Text
MODIFICATION DATE:
AutoCAD SHX Text R-3
AutoCAD SHX Text R-4
AutoCAD SHX Text R-5
AutoCAD SHX Text R-1
AutoCAD SHX Text R-2
AutoCAD SHX Text
(970)498-7986 FAX
AutoCAD SHX Text (970)498-5700
AutoCAD SHX Text
200 WEST OAK, SUITE 3000
AutoCAD SHX Text
FILE NAME:
AutoCAD SHX Text 4/3/25
AutoCAD SHX Text
AutoCAD SHX Text
TYPICAL.DWG
AutoCAD SHX Text
R:\PROJ\9091\8_DRAWINGS
AutoCAD SHX Text
COMPUTER INFORMATION
AutoCAD SHX Text
SITE 4 - TYPICAL SECTION
AutoCAD SHX Text
2025 RESURFACING PROGRAM
AutoCAD SHX Text
SITE 5A
CR 56
LEGEND
END SITE 5A
CR 17
BEGIN SITE 5B
BEGIN SITE 5A
CR 19
SITE 5B
CR 17
END SITE 5B
CR 54
Feet 0 6000 12000
AutoCAD SHX Text
ENGINEERING DEPARTMENT
AutoCAD SHX Text
VOID:
AutoCAD SHX Text
REVISED:
AutoCAD SHX Text
NO REVISIONS:
AutoCAD SHX Text
AS CONSTRUCTED
AutoCAD SHX Text
SHEET NO.
AutoCAD SHX Text
REVISIONS
AutoCAD SHX Text
FORT COLLINS, COLORADO 80522-1190
AutoCAD SHX Text
POST OFFICE BOX 1190
AutoCAD SHX Text
FILE LOCATION:
AutoCAD SHX Text
CREATION DATE:
AutoCAD SHX Text
MODIFICATION DATE:
AutoCAD SHX Text R-3
AutoCAD SHX Text R-4
AutoCAD SHX Text R-5
AutoCAD SHX Text R-1
AutoCAD SHX Text R-2
AutoCAD SHX Text
(970)498-7986 FAX
AutoCAD SHX Text (970)498-5700
AutoCAD SHX Text
200 WEST OAK, SUITE 3000
AutoCAD SHX Text
FILE NAME:
AutoCAD SHX Text 4/3/25
AutoCAD SHX Text
AutoCAD SHX Text
SITES_AERIAL.DWG
AutoCAD SHX Text
R:\PROJ\9091\8_DRAWINGS
AutoCAD SHX Text
COMPUTER INFORMATION
AutoCAD SHX Text
SITES 5A & 5B - PLAN SHEET
AutoCAD SHX Text
2025 RESURFACING PROGRAM
AutoCAD SHX Text
AutoCAD SHX Text
PROJECT NO. 90919091
SITE # 5A
SITE # 5B
AutoCAD SHX Text
COUNTY ROAD 56 TYPICAL SECTION FROM: CR 19 TO: CR 17
AutoCAD SHX Text c
AutoCAD SHX Text 12'-6"
AutoCAD SHX Text
EXISTING ASPHALT 25' WIDE
AutoCAD SHX Text 1'
AutoCAD SHX Text 1'
AutoCAD SHX Text
2" HMA OVERLAY GR(SX)(75)(PG64-22)(WITH FIBER)
AutoCAD SHX Text
ABC (CLASS 5) (SPECIAL)
AutoCAD SHX Text
ABC (CLASS 5) (SPECIAL)
AutoCAD SHX Text
HMA LEVELING COURSE 1"± @ HIGH POINTSGR(SX)(75)(PG64-22)(WITH FIBER)
AutoCAD SHX Text
1.5% MIN 4% MAX
AutoCAD SHX Text
1.5% MIN 4% MAX
AutoCAD SHX Text 12'-6"
AutoCAD SHX Text
COUNTY ROAD 17 TYPICAL SECTION FROM: CR 56 TO: CR 54
AutoCAD SHX Text c
AutoCAD SHX Text 12'
AutoCAD SHX Text 12'
AutoCAD SHX Text
EXISTING ASPHALT 24' WIDE
AutoCAD SHX Text 1'
AutoCAD SHX Text 1'
AutoCAD SHX Text
2" HMA OVERLAY GR(SX)(75)(PG64-22)(WITH FIBER)
AutoCAD SHX Text
ABC (CLASS 5) (SPECIAL)
AutoCAD SHX Text
ABC (CLASS 5) (SPECIAL)
AutoCAD SHX Text
HMA LEVELING COURSE 1"± @ HIGH POINTSGR(SX)(75)(PG64-22)(WITH FIBER)
AutoCAD SHX Text
1.5% MIN 4% MAX
AutoCAD SHX Text
1.5% MIN 4% MAX
AutoCAD SHX Text
ENGINEERING DEPARTMENT
AutoCAD SHX Text
VOID:
AutoCAD SHX Text
REVISED:
AutoCAD SHX Text
NO REVISIONS:
AutoCAD SHX Text
AS CONSTRUCTED
AutoCAD SHX Text
SHEET NO.
AutoCAD SHX Text
REVISIONS
AutoCAD SHX Text
FORT COLLINS, COLORADO 80522-1190
AutoCAD SHX Text
POST OFFICE BOX 1190
AutoCAD SHX Text
FILE LOCATION:
AutoCAD SHX Text
CREATION DATE:
AutoCAD SHX Text
MODIFICATION DATE:
AutoCAD SHX Text R-3
AutoCAD SHX Text R-4
AutoCAD SHX Text R-5
AutoCAD SHX Text R-1
AutoCAD SHX Text R-2
AutoCAD SHX Text
(970)498-7986 FAX
AutoCAD SHX Text (970)498-5700
AutoCAD SHX Text
200 WEST OAK, SUITE 3000
AutoCAD SHX Text
FILE NAME:
AutoCAD SHX Text 3/20/25
AutoCAD SHX Text
TYPICAL_2.DWG
AutoCAD SHX Text
R:\PROJ\9091\8_DRAWINGS
AutoCAD SHX Text
COMPUTER INFORMATION
AutoCAD SHX Text
SITES 5A & 5B - TYPICAL SECTION
AutoCAD SHX Text
2025 RESURFACING PROGRAM
AutoCAD SHX Text
| Sheets and Views |
| 1 TITLE |
| 2 M&S STANDARDS |
| 3 APPROXIMATE QUANTITIES |
| 4 INTERSECTIONS & THERMOPLASTIC |
| 5 GENERAL NOTES & DETAILS |
| 6 SITE 1 - PLAN SHEET |
| 7 SITE 1 - TYPICAL SECTION |
| 8 SITE 2 - PLAN SHEET |
| 9 SITE 2 - TYPICAL SECTIONS (A) |
| 10 SITE 2 - TYPICAL SECTIONS (B) |
| 11 SITE 3 - PLAN SHEET |
| 12 SITE 3 - TYPICAL SECTION |
| 13 SITE 4 - PLAN SHEET |
| 14 SITE 4 - TYPICAL SECTION |
| 15 SITES 5A & 5B - PLAN SHEET |
| 16 SITES 5A & 5B - TYPICAL SECTION |
File details come from the government source that posted it. Updated .