Attachment D - Construction Planset.pdf

PDF 33 MB Posted Jun 23, 2025

Attached to: Project No. 5025 - Timnath Pedestrian Bridge and Trail
Solicitation number: B25-13
Issued by: Colorado

About this file

Written by GovTribe AI · Jun 24, 2025

This document is a comprehensive construction planset for the Timnath Pedestrian Bridge and Trail project, prepared by the State of Colorado Department of Transportation and Larimer County Natural Resources Department. The project involves constructing approximately 0.95 miles (5,028 linear feet) of 10-foot wide concrete trail adjacent to the Poudre River, including a pedestrian bridge crossing the Greeley No. 2 Canal. The trail will be located between the towns of Windsor and Timnath, with construction beginning in the spring of 2026. The project is situated in Sections 12 & 13, Township 6 North, Range 68 West, and will involve approximately 3.50 acres of total construction site area, with 3.25 acres of proposed ground disturbance.

The project is funded through a Multimodal Transportation Fund (MTF) grant, with a focus on creating a recreational trail connector. The construction will include trail base preparation, concrete trail installation, bridge installation, erosion control, and native vegetation restoration. The trail will feature a pedestrian bridge spanning 84 linear feet, micropile foundations, and will cross multiple property boundaries. The design includes specific considerations for wetland areas, erosion control, and stormwater management, with a comprehensive Storm Water Management Plan (SWMP) detailing environmental protection strategies. The project will involve extensive site preparation, including topsoil removal, grading, and installation of aggregate base course, with careful attention to maintaining existing environmental conditions and minimizing ecological impact.

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Other files

File	Type	Posted
B25-13 PN5025 ITB Package.pdf	PDF	Jun 23, 2025
Attachment C - Special Provisions.pdf	PDF	Jun 23, 2025
CDOTRM_CDOT_FORM_-_1414_-_Civil_Rights_-_Anticipated_DBE_Participation_Plan.xlsx	XLSX spreadsheet	Jun 23, 2025
Special Provisions Appendix A - Geotech Report.pdf	PDF	Jun 23, 2025
Special Provisions Appendix B - Biological Resources Report.pdf	PDF	Jun 23, 2025
Attachment A - Bid Schedule.xlsx	XLSX spreadsheet	Jun 23, 2025
Attachment B - Sample Contract, Insurance Requirements, Performance _ Payment Bonds.pdf	PDF	Jun 23, 2025

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STATE OF COLORADO

DEPARTMENT OF TRANSPORTATION

Vicinity Map

CACHE LA POUDRE

GREELEY NO. 2 CANAL

WINDSOR

TIMNATH, CO

CACHE LA POUDRE

ENGINEER

AVI PC

2290 East Prospect, Ste 5

Fort Collins Colorado 80525OWNER/SWMP ADMINISTRATOR

LARIMER COUNTY NATURAL RESOURCES DEPARTMENT

1800 S COUNTY RD 31,

LOVELAND, CO 80537

FIGGSDW@CO.LARIMER.CO.US

ENGINEER

AVI PROFESSIONAL CORPORATION

2290 EAST PROSPECT, STE 5

FORT COLLINS, CO 80524

970.420.0086

KENT@AVIPC.COM

PROJECT CONTROL/SURVEYOR

ADAM DESCHLER P.L.S.

AVI PROFESSIONAL CORPORATION

2290 EAST PROSPECT, STE 5

FORT COLLINS, CO 80524

ADESCHLER@AVIPC.COM

TABULATION OF LENGTHS & DESIGN DATA

STATION DESCRIPTION

LINEAR

FEET

STA 1+17.00 BEGIN TRAIL

MILES

4,943STA 51+34.39 END TRAIL 0.93

TOTAL

ENGINEER'S STATEMENT

I HEREBY AFFIRM THAT THESE FINAL CONSTRUCTION PLANS WERE PREPARED

UNDER MY DIRECT SUPERVISION, IN ACCORDANCE WITH ALL APPLICABLE CITY

OF LOVELAND AND STATE OF COLORADO STANDARDS AND STATUTES,

RESPECTIVELY; AND THAT I, FOR AND ON THE BEHALF OF AVI PROFESSIONAL

CORPORATION , AM FULLY RESPONSIBLE FOR THE ACCURACY OF ALL THE

DESIGN, REVISIONS, AND RECORD CONDITIONS NOTED ON THESE PLANS.

TOM KENT, P.E. DATE

FOR AND ON BEHALF OF AVI PROFESSIONAL CORPORATION

5,028 0.95

SURVEY CONTROL

COORDINATES ARE GROUND COORDINATES BASED UPON UNITED STATES - STATE

PLANE 1983

BASED UPON COLORADO STATE PLANE NORTH ZONE 0501

1.0002615620

1,000,000 ORIGIN 0,0

3,000000

TO CONVERT TO STATE PLANE COORDINATES ADD1,000,000 TO THE NORTHING AND

3,000,000 TO THE EASTING, AND MULTIPLY BY A SCALE OF 0.999738506397.

INDEX OF SHEETS

SHEET NO. DESCRIPTION

TITLE SHEET

GENERAL NOTES

CONSTRUCTION SURVEY REQUIREMENTS

SURVEY PROJECT CONTROL

TYPICAL SECTIONS

TABULATION OF ESTIMATED QUANTITIES

SHEET INDEX

TRAIL PLAN & PROFILES

BRIDGE PLAN AND PROFILE

BRIDGE STRUCTURE DETAILS

TRAIL CROSS SECTIONS

STORM WATER MANAGEMENT PLAN

STORM WATER MANAGEMENT PLAN MAP

STANDARD DETAILS

6-8

10-18

20-28 29-42 43-47 47-54 55-56

BID PLAN SET

STA 38+31.64 BEGIN STRUCTURE

85STA 39+17.03 END STRUCTURE 0.02

PROJECT

LOCATION

LENGTH =

5,028 FEET

(0.95 MILES)

CR 32E

PEDESTRIAN

BRIDGE OVER

NO.2 CANAL

VOID:

REVISED:

NO REVISIONS:

AS CONSTRUCTED

SHEET NO.

REVISIONS

FILE LOCATION:

CREATION DATE:

MODIFICATION DATE:

R-3

R-4

R-5

R-1

R-2

FILE NAME: 0360-SHEET 1 TITLE.DWG

F:\0360 TIMNATH TRAIL PROJECT\DESIGN

COMPUTER INFORMATION

PROJECT NO. MTF C060-092

4/30/2025

January 2025

TIMNATH PEDESTRIAN

BRIDGE AND TRAIL

TITLE SHEET

PUBLIC WORKS PROJECT NO. MTF C060-092

TIMNATH PEDESTRIAN BRIDGE AND TRAIL

JUNE 2025

DESIGN DATA

MAX/MIN RADIUS OF VERTICAL CURVE

MAX GRADE

300'/20,000'

2.99%

OVERSIGHT / NHS

FHWA PROJECTS OF DIVISION

INTEREST (PoDI) OVERSIGHT? NO YES

NO YESNATIONAL HIGHWAY SYSTEM?

PROJECT CODE 23932

06-04-2025

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ENGINEERING DEPARTMENT

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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

AutoCAD SHX Text (970)498-5700

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200 WEST OAK, SUITE 3000

VOID:

REVISED:

NO REVISIONS:

REVISIONS

FILE LOCATION:

CREATION DATE:

MODIFICATION DATE:

R-3

R-4

R-5

R-1

R-2

FILE NAME: 0360-SHEET 1 TITLE.DWG

F:\0360 TIMNATH TRAIL PROJECT\DESIGN

COMPUTER INFORMATION

4/30/2025

January 2025

GENERAL NOTES

WATER SHALL BE USED AS A DUST PALLIATIVE WHERE REQUIRED TO REDUCE MIGRATION OF AIR BORNE SOIL PARTICLES. CONTRACTOR SHALL PROVIDE WATER AS DUST PALLIATIVE AS DIRECTED BY THE ENGINEER. WATER AS DUST PALLIATIVE WILL NOT BE MEASURED AND PAID FOR SEPARATELY BUT INCLUDED IN THE WORK.

ALL LANDSCAPING WITHIN THE PROJECT AREA THAT IS DAMAGED, NOT SPECIFIED FOR REMOVAL, SHALL BE REPLACED

AT THE CONTRACTOR'S EXPENSE.

UTILITY INFORMATION AS SHOWN ON THE PLAN SHEETS ARE PLOTTED FROM THE BEST AVAILABLE INFORMATION. THE CONTRACTOR'S ATTENTION IN DIRECTED TO PARAGRAPH 105.06 OF THE STANDARD SPECIFICATIONS CONCERNING UTILITIES. THE CONTRACTOR SHALL CALL 811 FOR UTILITY LOCATIONS AT LEAST 3 WORKING DAYS PRIOR TO ANY

DIGGING, NOT INCLUDING THE DAY OF ACTUAL CONTACT.

EXCESS MATERIAL GENERATED DUE TO CONSTRUCTION SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND

DISPOSED OF PROPERLY.

THE CONTRACTOR SHALL CALL FOR LOCATES PRIOR TO ANY CONSTRUCTION ACTIVITIES.

THE CONTRACTOR SHALL LIMIT ACTIVITIES TO THE PERMANENT AND TEMPORARY EASEMENTS SHOWN IN THE CONSTRUCTION PLANS. ACCESS IS AVAILABLE FROM CR 32E ON THE SOUTH SIDE OF THE PROJECT OR FOLSOM

PARKWAY FROM THE NORTH.

EROSION AND SEDIMENT CONTROL & SITE RESTORATION PLAN NOTES

1. MARK THE LIMITS OF THE WETLAND WITH HIGH VISIBILITY FLAGGING. LIMITS OF CONSTRUCTION FENCING, AND ALL

INITIAL EROSION CONTROL MEASURES SHALL BE INSTALLED PRIOR TO GROUND DISTURBANCE AT ALL WETLAND

CROSSINGS.

2. INSTALL DELINEATION FENCE BETWEEN LIMITS OF DISTURBANCE (LOD) AND ADJACENT WETLANDS.

3. STABILIZE CONSTRUCTION ACCESS ROAD APPROACH TO WETLAND AREAS AS REQUIRED TO REDUCE RUTTING.

4. HAZARDOUS OR POLLUTANT MATERIAL STORAGE AREAS SHALL BE LOCATED AT LEAST 100 FEET FROM WETLAND

BOUNDARIES.

5. PRIOR TO COMMENCING WORK IN WETLAND AREAS, TOPOGRAPHIC ELEVATIONS SHALL BE SURVEYED SO THAT ORIGINAL CONTOURS CAN BE ACHIEVED DURING RESTORATION. UNNATURAL FEATURES AND UNSTABLE GRADES SHALL BE NOTED

BY THE CONTRACTOR.

6. IF STREAMS ARE PRESENT, IMPLEMENT APPLICABLE CROSSING METHODS.

7. MINIMIZE CLEARING TO ONLY WHAT IS NECESSARY TO SAFELY CONSTRUCT THE TRAIL. LIMIT GROUND DISTURBANCE TO THE AREAS DIRECTLY OVER THE TRENCH LINE. EXCEPT WHERE TOPOGRAPHY REQUIRES ADDITIONAL GRADING FOR SAFETY REASONS, WHEN GRADING IS REQUIRED, TOPSOIL WITH THE VEGETATIVE ROOT MASS WILL BE STRIPPED, SEGREGATED, AND RETURNED AS AN EVEN LAYER TO ALL GRADED AREAS.

8. INSTALL TEMPORARY EQUIPMENT MATS ALONG CONSTRUCTION ACCESS ROAD IF REQUIRED TO REDUCE RUTTING.

9. STAGE AND PREPARE PPE FOR INSTALLATION IN UPLAND AREAS UNLESS WETLAND IS DRY ENOUGH TO ADEQUATELY

SUPPORT SKIDS AND PIPE.

10. SEGREGATE WETLAND TOPSOIL FROM SUBSOILS WITHIN THE AREA DISTURBED BY CLEARING WITHIN WETLAND AREAS.

11. ANY EXCESS SPOIL MATERIALS MUST BE REMOVED AND NOT SPREAD WITHIN THE WETLAND AREA.

12. RESTORE WETLANDS TO THE ORIGINAL CONTOURS AND SURFACE FLOW.

13. NO SOIL AMENDMENTS SUCH AS AGRICULTURAL LIME OR FERTILIZER WILL BE USED WITHIN WETLAND AREAS.

14. CONTRACTOR SHALL PERMANENTLY STABILIZE UPLAND AREAS NEAR WETLANDS AS SOON AS POSSIBLE AFTER

BACKFILLING.

ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, 2022 EDITION AND THE PROJECT

SPECIAL PROVISIONS.

CONTRACTOR SHALL MAINTAIN INGRESS AND EGRESS FOR LOCAL TRAFFIC AT ALL TIMES UNLESS OTHERWISE APPROVED BY THE ENGINEER.

DEPTH OF MOISTURE-DENSITY CONTROL OF THIS PROJECT, SHALL BE AS FOLLOWS:

FULL DEPTH FOR AGGREGATE BASE COURSE.

FULL DEPTH OF ALL EMBANKMENTS.

BASES OF CUTS AND FILLS: 0.5 FOOT

EXCAVATION REQUIRED FOR COMPACTION OF BASES OF CUTS AND FILLS WILL BE CONSIDERED AS SUBSIDIARY TO THAT OPERATION AND WILL NOT BE PAID FOR

SEPARATELY.

CONTRACTOR SHALL PROVIDE A TRAFFIC CONTROL PLAN FOR ALL CONSTRUCTION ACTIVITIES. CONTRACTOR SHALL PROVIDE ALL TRAFFIC CONTROL MANAGEMENT AND DEVICES TO COMPLETE THE PROJECT. CONTRACTOR SHALL COORDINATE WITH PARK RANGERS FOR DAILY WORK ACTIVITIES.

RESULTS OF WATER-SOLUBLE SULFATE TESTING INDICATE EXPOSURE CLASS S0 ACCORDING TO ACI 318. ASTM TYPE I OR II, PORTLAND CEMENT SHOULD BE SPECIFIED FOR ALL PROJECT CONCRETE ON AND BELOW GRADE. FOUNDATION CONCRETE SUBMITTAL SHALL BE DESIGNED FOR LOW SULFATE EXPOSURE IN ACCORDANCE WITH THE PROVISIONS OF THE ACI DESIGN MANUAL, SECTION 318, CHAPTER 4.

TYPE OF COMPACTION FOR EMBANKMENT ON THIS PROJECT WILL BE AASHTO T99 AS DIRECTED BY THE ENGINEER. WATER FOR COMPACTION, SEEDING EFFORTS WILL NOT BE PAID FOR SEPARATELY BUT WILL BE CONSIDERED SUBSIDIARY TO THE WORK BEING PERFORMED.

LARIMER COUNTY WILL APPLY FOR AND OBTAIN A STORMWATER CONSTRUCTION PERMIT ADMINISTERED BY THE COLORADO DEPARTMENT OF PUBLIC HEALTH AND ENVIRONMENT'S WATER QUALITY CONTROL DIVISION. AT LEAST TEN DAYS PRIOR TO THE COMMENCEMENT OF CONSTRUCTION ACTIVITIES, LARIMER COUNTY WILL SUBMIT AN ORIGINAL COMPLETED APPLICATION WHICH INCLUDES THE SIGNED CERTIFICATION THAT THE STORMWATER MANAGEMENT PLAN (SWMP) IS COMPLETE. THE PERMIT APPLICATION AND GUIDANCE DOCUMENTS ARE AVAILABLE FROM THE WATER QUALITY CONTROL DIVISION, AND MAY BE ACCESSED THROUGH THE DEPARTMENT’S WEBSITE AT HTTPS://WWW.COLORADO.GOV/PACIFIC/CDPHE/WQ-CONSTRUCTION-PERMITS FOR ASSISTANCE IN APPLYING FOR STORMWATER CONSTRUCTION PERMITS, PLEASE CONTACT KENDRA KELLY OF THE CDPHE WATER QUALITY CONTROL DIVISION AT (303)692-3387 FOR QUESTIONS.

TYPE OF COMPACTION FOR ABC CLASS 6 ON THIS PROJECT SHALL BE AASHTO T180.

NATIVE SEED MIX NOTES (ALL SEEDING & MULCHING BY OTHERS AND NOT THIS CONTRACT)

1. PREPARE SOIL AS NECESSARY AND APPROPRIATE FOR NATIVE SEED MIX SPECIES THROUGH AERATION AND ADDITION OF AMENDMENTS, THEN SEED IN TWO DIRECTIONS TO DISTRIBUTE SEED EVENLY OVER ENTIRE AREA. DRILL SEED ALL INDICATED AREAS AS SOON AS POSSIBLE AFTER COMPLETION OF GRADING OPERATIONS.

2. IF CHANGES ARE TO BE MADE TO SEED MIX BASED ON SITE CONDITIONS THEN APPROVAL MUST BE PROVIDED BY THE COUNTY ENVIRONMENTAL PLANNER.

3. APPROPRIATE NATIVE SEEDING EQUIPMENT WILL BE USED (STANDARD TURF SEEDING EQUIPMENT OR AGRICULTURE EQUIPMENT SHALL NOT BE USED).

4. DRILL SEED APPLICATION RECOMMENDED PER SPECIFIED APPLICATION RATE TO NO MORE THAN ½ INCH DEPTH (OR APPROPRIATE DEPTH FOR SELECTED SPECIES).

FOR BROADCAST SEEDING INSTEAD OF DRILL SEEDING METHOD DOUBLE SPECIFIED APPLICATION RATE. REFER TO NATIVE SEED MIX TABLE FOR SPECIES, PERCENTAGES

AND APPLICATION RATES.

5. PREPARE A WEED MANAGEMENT PLAN TO ENSURE THAT WEEDS ARE PROPERLY MANAGED BEFORE, DURING AND AFTER SEEDING ACTIVITIES.

6. AFTER SEEDING THE AREA SHALL BE COVERED WITH A HIGH QUALITY HYDROMULCH WITH A FUNCTIONAL LONGEVITY OF AT LEAST 12 MONTHS, COVERED WITH CRIMPED STRAW

AND TACIFIER, JUTE MESH OR OTHER FULLY BIODEGRADABLE PRODUCTS - NO PLASTICS.

7. WHERE NEEDED, TEMPORARY IRRIGATION SHOULD BE PROVIDED UNTIL SEED IS ESTABLISHED. IF IRRIGATION IS USED, THE IRRIGATION SYSTEM FOR SEEDED AREAS SHALL BE FULLY OPERATIONAL AT THE TIME OF SEEDING AND SHALL ENSURE 100% HEAD-TO-HEAD COVERAGE OVER ALL SEEDED AREAS. ALL METHODS AND

REQUIREMENTS IN THE APPROVED IRRIGATION PLAN SHALL BE FOLLOWED.

8. CONTRACTOR SHALL MONITOR SEEDED AREA FOR PROPER IRRIGATION, EROSION CONTROL, GERMINATION AND RESEEDING AS NEEDED TO ESTABLISH COVER.

9. THE APPROVED SEED MIX AREA IS INTENDED TO BE MAINTAINED IN A NATURAL LIKE LANDSCAPE AESTHETIC. IF AND WHEN MOWING OCCURS IN NATIVE GRASS SEED MIX AREAS DO NOT MOW LOWER THAN 6 TO 8 INCHES IN HEIGHT TO AVOID INHIBITING NATIVE PLANT GROWTH.

10. NATIVE SEED AREA WILL BE CONSIDERED ESTABLISHED WHEN SEVENTY PERCENT VEGETATIVE COVER IS REACHED WITH NO LARGER THAN ONE FOOT SQUARE BARE SPOTS AND/OR UNTIL DEEMED ESTABLISHED BY LARIMER COUNTY INSPECTOR AND EROSION CONTROL.

11. THE CONTRACTOR IS RESPONSIBLE FOR ADEQUATE SEEDLING COVERAGE AND 70 PERCENT GROWTH AT THE TIME OF FINAL STABILIZATION, AS DEFINED BY STATE AND LOCAL AGENCIES. IF FINAL STABILIZATION IS NOT ACHIEVED TO THE SATISFACTION OF THE COUNTY, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADDITIONAL CORRECTIVE MEASURES TO SATISFY 70 PERCENT VEGETATIVE COVER AND FINAL STABILIZATION REQUIREMENTS FOR CLOSEOUT.

GENERAL NOTES

SHEET NO. 2

PROJECT NO. MTF C060-092

TIMNATH PEDESTRIAN

BRIDGE AND TRAIL

PROJECT CODE 23932

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AutoCAD SHX Text

ENGINEERING DEPARTMENT

AutoCAD SHX Text

FORT COLLINS, COLORADO 80522-1190

AutoCAD SHX Text

POST OFFICE BOX 1190

AutoCAD SHX Text

(970)498-7986 FAX

AutoCAD SHX Text (970)498-5700

NO REVISIONS:

AS CONSTRUCTEDREVISIONS

FILE LOCATION:

CREATION DATE:

MODIFICATION DATE:

R-3

R-4

R-5

R-1

R-2

FILE NAME: 0360-SURVEY CONTROL.DWG

F:\0360 TIMNATH TRAIL PROJECT\DESIGN

COMPUTER INFORMATION

9/19/2023

September 2023

SURVEY SCHEDULE OF VALUES

SHEET NO. 3

PROJECT NO. MTF C060-092

TIMNATH PEDESTRIAN

BRIDGE AND TRAIL

PROJECT CODE 23932

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L.d w g, S ur ve y Ta bs , 9

/1 9/

AutoCAD SHX Text Inlets (Section 604)

AutoCAD SHX Text and all other structures assigned a structure number

AutoCAD SHX Text Light pole locations and elevations

AutoCAD SHX Text Signal pole locations and elevations

AutoCAD SHX Text Lighting (Section 613) and Traffic Control Devices (Permanent) (Section 614)

AutoCAD SHX Text Slope and Ditch Paving (Section 507)

AutoCAD SHX Text Deck grades at Girder 10th or "n" th point locations and elevations

AutoCAD SHX Text Structural concrete form locations

AutoCAD SHX Text Wingwall skew angles/offsets

AutoCAD SHX Text Abutment/Pier locations, alignment, and elevations

AutoCAD SHX Text Footing locations, alignment, and elevations

AutoCAD SHX Text Caisson locations and elevations (Section 503)

AutoCAD SHX Text Piling locations and cut off elevations (Section 502)

AutoCAD SHX Text Structure Excavation limits (Section 206)

AutoCAD SHX Text Major Structures - Overhead Signs (Section 614), Concrete Box Culverts, Bridges -

AutoCAD SHX Text Riprap (Temp)

AutoCAD SHX Text Seeding (Temp)

AutoCAD SHX Text Erosion Control (Section 208)

AutoCAD SHX Text Striping (Temp)

AutoCAD SHX Text Striping (Perm)

AutoCAD SHX Text Other:

AutoCAD SHX Text Symbols

AutoCAD SHX Text Pavement Marking (Section 627)

AutoCAD SHX Text Other:

AutoCAD SHX Text Rock

AutoCAD SHX Text Seeding (Section 212)

AutoCAD SHX Text Planting (Section 214)

AutoCAD SHX Text Other:

AutoCAD SHX Text Mulching (Section 213)

AutoCAD SHX Text Landscaping

AutoCAD SHX Text Top Soil (Section 207)

AutoCAD SHX Text Site Grading

AutoCAD SHX Text Embankment

AutoCAD SHX Text Erosion Control (Perm)

AutoCAD SHX Text Other:

AutoCAD SHX Text Borrow

AutoCAD SHX Text Delineators (Section 612)

AutoCAD SHX Text Temporary

AutoCAD SHX Text Permanent

AutoCAD SHX Text Temporary

AutoCAD SHX Text Sound Barrier

AutoCAD SHX Text Other:

AutoCAD SHX Text Permanent

AutoCAD SHX Text Other:

AutoCAD SHX Text Fencing (Section 607)

AutoCAD SHX Text Grid

AutoCAD SHX Text Establish and Maintain Project Centerline or Engineer Approved Offset Line(s)

AutoCAD SHX Text Excavation and Embankment (Section 203)

AutoCAD SHX Text Excavation

AutoCAD SHX Text Reset Items (Section 210)

AutoCAD SHX Text Removal Limits (Section 202)

AutoCAD SHX Text Muck

AutoCAD SHX Text Stripping

AutoCAD SHX Text Unclassified

AutoCAD SHX Text Verify or Determine existing topography

AutoCAD SHX Text Clearing and Grubbing Limits (Section 201)

AutoCAD SHX Text Verify or Determine existing grades and alignments

AutoCAD SHX Text Verification and Maintenance of Horizontal and Vertical Control

AutoCAD SHX Text Interval

AutoCAD SHX Text Special

AutoCAD SHX Text Grade

AutoCAD SHX Text Other:

AutoCAD SHX Text Seal Coat or Chip Seal (Section 409)

AutoCAD SHX Text Heating & Scarifying Treatment

AutoCAD SHX Text Miscellaneous

AutoCAD SHX Text Aggregate Base Course (Section 304)

AutoCAD SHX Text PMBB - Plant Mix Bituminous Base

AutoCAD SHX Text Storm Sewer

AutoCAD SHX Text Sanitary Sewer

AutoCAD SHX Text Structure Excavation limits (Section 206)

AutoCAD SHX Text Treated Subgrade

AutoCAD SHX Text Signalization

AutoCAD SHX Text New Bridge

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SURVEY WORK TO BE PERFORMED BY OTHERS:

AutoCAD SHX Text Other:

AutoCAD SHX Text New Roadway Construction

AutoCAD SHX Text Bridge Replacement

AutoCAD SHX Text Bridge Widening

AutoCAD SHX Text Major Reconstruction

AutoCAD SHX Text Asphalt Overlay

AutoCAD SHX Text Concrete Overlay

AutoCAD SHX Text Minor Widening

AutoCAD SHX Text Safety Improvement

AutoCAD SHX Text Manholes (Section 604)

AutoCAD SHX Text Irrigation

AutoCAD SHX Text Water

AutoCAD SHX Text Pipes (Section 603)

AutoCAD SHX Text Slope and Ditch Paving (Section 507)

AutoCAD SHX Text Minor Structures

AutoCAD SHX Text Culverts (Section 603)

AutoCAD SHX Text Riprap (Perm) (Section 506)

AutoCAD SHX Text Other:

AutoCAD SHX Text Sidewalk (Section 608)

AutoCAD SHX Text

TYPE OF PROJECT

AutoCAD SHX Text Landscaping

AutoCAD SHX Text Vertical Control

AutoCAD SHX Text Original Terrain Data

AutoCAD SHX Text Other:

AutoCAD SHX Text Roadway Alignment

AutoCAD SHX Text Horizontal Control

AutoCAD SHX Text

ACAD CIVIL 3D 2017 VERSION

AutoCAD SHX Text Roadway Elements

AutoCAD SHX Text Retaining Walls

AutoCAD SHX Text Curb and Gutter (Section 609)

AutoCAD SHX Text Other:

AutoCAD SHX Text Concrete (Section 412)

AutoCAD SHX Text Reconditioning

AutoCAD SHX Text Other:

AutoCAD SHX Text Pavements

AutoCAD SHX Text Untreated Subgrade

AutoCAD SHX Text Roadway Bases (Trail Bases)

AutoCAD SHX Text Signal pole locations and elevations (Temp)

AutoCAD SHX Text Monumentation (Section 629)

AutoCAD SHX Text Tangent

AutoCAD SHX Text Interval

AutoCAD SHX Text Curve

AutoCAD SHX Text Offset

AutoCAD SHX Text Special

AutoCAD SHX Text Replace the specified existing monuments:

AutoCAD SHX Text Reference the specified existing monuments:

AutoCAD SHX Text Right of Way

AutoCAD SHX Text Land corners, Aliquot corners

AutoCAD SHX Text Control

AutoCAD SHX Text

AutoCAD SHX Text Light pole locations and elevations (Temp)

AutoCAD SHX Text Other:

AutoCAD SHX Text Temporary Lighting and Construction Traffic Control Devices (Section 630)

AutoCAD SHX Text Grid

AutoCAD SHX Text Special

AutoCAD SHX Text (Y/N)

AutoCAD SHX Text Roadway Bases

AutoCAD SHX Text Pavements

AutoCAD SHX Text Gutter

AutoCAD SHX Text Curb &

AutoCAD SHX Text Excavation

AutoCAD SHX Text Embankment

AutoCAD SHX Text (Y/N)

AutoCAD SHX Text Property Pin Ties

AutoCAD SHX Text Major Structures

AutoCAD SHX Text Minor Structures

AutoCAD SHX Text Slope Staking

AutoCAD SHX Text Grading

AutoCAD SHX Text Horizontal Alignment

AutoCAD SHX Text Vertical Control (i.e. Benchmarks)

AutoCAD SHX Text Horizontal Control (Primary & Secondary)

AutoCAD SHX Text Other Fieldbook(s):

AutoCAD SHX Text One fieldbook for each work category shown on this sheet

AutoCAD SHX Text

TO ESTABLISH GEOMETRIC CONTROL FOR THE CONSTRUCTION OF THIS

AutoCAD SHX Text %%uPROJECT, THE DEPARTMENT HAS PROVIDED THE FOLLOWING INFORMATION:%%U

AutoCAD SHX Text %%uWORK PERFORMED BY THE CONTRACTOR'S SURVEYOR UNDER SECTION 625:%%U

AutoCAD SHX Text %%uGENERAL NOTES:%%U

AutoCAD SHX Text Herbicide (Section 217)

AutoCAD SHX Text

AutoCAD SHX Text Offset

AutoCAD SHX Text Special

AutoCAD SHX Text

AutoCAD SHX Text Grade

AutoCAD SHX Text (Y/N)

AutoCAD SHX Text Interval

AutoCAD SHX Text (Y/N)

AutoCAD SHX Text Interval

AutoCAD SHX Text Offset

AutoCAD SHX Text Slope Staking

AutoCAD SHX Text Guard Rail (Section 606)

AutoCAD SHX Text Right of Way (Temp Staking by P.L.S. Only)

AutoCAD SHX Text Interval

AutoCAD SHX Text Center

AutoCAD SHX Text

AutoCAD SHX Text Stationing

AutoCAD SHX Text Overlay Stationing

AutoCAD SHX Text Left

AutoCAD SHX Text Right

AutoCAD SHX Text Interval

AutoCAD SHX Text Erosion Logs

AutoCAD SHX Text HMA - Hot Mix Asphalt (Section 403)

AutoCAD SHX Text Sign Locations (Temp)

AutoCAD SHX Text Sign locations

AutoCAD SHX Text Other:

AutoCAD SHX Text Potholing

AutoCAD SHX Text Erosion Bales

AutoCAD SHX Text Concrete Box Culverts (Section 603) w/ Headwalls and Wingwalls (Section 601)

AutoCAD SHX Text Bridge expansion joint(s) alignment and grade (longitudinal and transverse)

AutoCAD SHX Text As Staked Earthwork Quantities (See General Notes)

AutoCAD SHX Text Prime Coat, Tack Coat & Rejuvenating Agent (Section 407)

AutoCAD SHX Text Drop inlets - alignment and grades (Section 604)

AutoCAD SHX Text Substructure As-constructed survey required for Bridges (Subsection 601 .12) and Overhead signs (S-614-50)

AutoCAD SHX Text Field verify sign post locations, elevations, and lengths before fabrication.

AutoCAD SHX Text Easements

AutoCAD SHX Text Silt Fence

AutoCAD SHX Text

1. Unless indicated otherwise on this Survey Tabulation Sheet, all survey work and staking intervals shall be done in accordance with the latest edition of the CDOT Survey Manual.

AutoCAD SHX Text

2. Adequate information for establishing lines, grades, and locations for all work items have been specified on the plans. Any additional information required to stake the item or element shall be generated by the Contractor's surveyor.

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3. The Contractor's surveyor shall provide an estimate of the man-hours necessary to complete the work items indicated on this sheet. A copy of this sheet, with the estimated man-hours written on the blank line to the left of the specified items, shall be submitted with the Survey Schedule to the Engineer 7 days prior to the Presurvey Conference - Construction Survey.

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8. The Contractor shall coordinate construction staking on the project with any utility work.

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10. The Contractor's surveyor shall submit the following fieldbooks to the Engineer:

AutoCAD SHX Text Culverts w/ Headwalls and Wingwalls (Section 601)

AutoCAD SHX Text Concrete Box Culverts w/ Headwalls and Wingwalls

AutoCAD SHX Text

9. Fieldbooks shall contain daily records of points set and or measurements observed. The information recorded shall contain: date, crew members' names, point no., description, staking information, and sketches. If the survey information is collected electronically, information recorded shall be provided to the Project Engineer in a hard copy format that is intuitive, clear and related to the supplemental information recorded in the field books. All linear surveys, such as slope stakes and blue tops, shall have the station and offset information related to the measured information. Non-linear surveys such as structures staking shall have sketches relating electronic information, such as point numbers, to the sketch.

AutoCAD SHX Text

4. Stakes and Monuments which are damaged or destroyed by the progress of construction shall be replaced by the Contractor at no additional cost to the Department.

AutoCAD SHX Text NOTE: All 629 items shall include adequate research, calculations, and evaluations

AutoCAD SHX Text of evidence for monuments to be set.

AutoCAD SHX Text ** A Tabulation of Survey Monuments may be provided on the plans.

AutoCAD SHX Text (Y/N)

AutoCAD SHX Text Locate monuments. It is estimated %%U-%%U hours are required.

AutoCAD SHX Text All Easements (Temp Staking by P.L.S. Only)

AutoCAD SHX Text 5.

AutoCAD SHX Text

6. Prior to beginning work on any subsequent operation, such as placing base course or paving, the Contractor shall certify in writing to the Engineer that the final grade is within specified tolerance.

AutoCAD SHX Text

7. The Contractor's surveyor shall perform all field surveying and calculations necessary to tie plan grades into field grades.

AutoCAD SHX Text Permanent Water Quality BMP (Section 208)

AutoCAD SHX Text %%uWORK PERFORMED BY THE CONTRACTOR'S SURVEYOR UNDER SECTION 629:%%U

AutoCAD SHX Text 3D Design Modeling Electronic Files

AutoCAD SHX Text The Contractor shall furnish an As Staked (or 3D Design Modeling Electronic Files) Earthwork Quantity report to the Engineer prior to completion of twenty percent (20%) of the planned earthwork in any phase as per the CDOT Survey Manual. A printed copy of the As Staked (or 3D Design Modeling Electronic Files) Earthwork data report and a computer disk with that information on it, in the specified format shall be submitted to the Engineer. The Contractor shall field verify original ground cross sections at a maximum 500 feet intervals.

AutoCAD SHX Text

ALL ELECTRONIC COPIES SHALL BE IN FORMAT: ACAD CIVIL 3D 2017 VERSION

AutoCAD SHX Text Y

AutoCAD SHX Text

PLAN SHEET

AutoCAD SHX Text

PLAN SHEET

AutoCAD SHX Text

ISSUED TO SUCCESSFUL BIDDER

AutoCAD SHX Text

CONCRETE TRAIL AND PEDESTRIAN BRIDGE

AutoCAD SHX Text Y

AutoCAD SHX Text

AutoCAD SHX Text Y

AutoCAD SHX Text

TRAIL-25' INTERVAL PLUS PI, PT & PC

AutoCAD SHX Text

PLAN SHEET

AutoCAD SHX Text Y

AutoCAD SHX Text

AutoCAD SHX Text Y

AutoCAD SHX Text

ENGINEERING DEPARTMENT

AutoCAD SHX Text

FORT COLLINS, COLORADO 80522-1190

AutoCAD SHX Text

POST OFFICE BOX 1190

AutoCAD SHX Text

(970)498-7986 FAX

AutoCAD SHX Text (970)498-5700

AutoCAD SHX Text

200 WEST OAK, SUITE 3000

AutoCAD SHX Text

PEDESTRIAN CROSSWALK

AutoCAD SHX Text %%U11. The Contractor's surveyor shall submit an asbuilt of the trail that is located in the floodway to verify final elevations.%%U

%%U11. The Contractor's surveyor shall submit an asbuilt of the trail that is located in the floodway to verify final elevations.%%U

024+00

26+00

28+00

30+00 32 +0

0 50+00 52 +0

31 sq ft

SCALE 1" = 400'

400'

TIMNATH TRAIL:

COORDINATES ARE GROUND COORDINATES BASED UPON UNITED STATES - STATE PLANE 1983

BASED UPON COLORADO STATE PLANE NORTH ZONE 0501

1.0002615620

1,000,000 ORIGIN 0,0

3,000000

TO CONVERT TO STATE PLANE COORDINATES ADD1,000,000 TO THE NORTHING AND 3,000,000 TO THE EASTING, AND MULTIPLY BY A SCALE OF 0.999738506397.

EXAMPLE:

GROUND

424,049.014 + 1,000,000 x 0.999738506397 = 1,423,676.634 N SPC 152,842.349 + 3,000,000 x 0.999738506397 = 3,152,017.901 E SPC

NOTE:

1. ELEVATIONS ARE NAVD88 BASED UPON GPS OBSERVATIONS UTILIZING GEOID MODEL 128.

2. ALL PROPERTY PINS, INTERSECTION MONUMENTS, AND SECTION CORNERS DISTURBED DURING CONSTRUCTION MUST BE REFERENCED AND REPLACED UNDER THE SUPERVISION OF A LICENSED SURVEYOR.

3. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK BEFORE COMMENCING NEW CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES.

4. ALL PROJECT CONTROL LISTED HEREON IS PROVIDED AS A COURTESY. IT IS THE RESPONSIBILITY OF THE RECIPIENT TO VERIFY THE ACCURACY OF THE COORDINATES AND ELEVATIONS SHOWN PRIOR TO USING THEM FOR ANY PURPOSES.

CP 203

SET #5 REBAR W/ ORANGE CAP

N = 424563.59 E = 152798.72

ELEV = 4820.44

CP 204

SET #5 REBAR W/ ORANGE CAP

N = 423931.31 E = 152758.97

ELEV = 4811.61

CP 200

SET #5 REBAR W/ ORANGE CAP

N = 424049.01 E = 152842.35

ELEV = 4817.68

CP 205

SET #5 REBAR W/ ORANGE CAP

N = 422852.16 E = 152882.57

ELEV = 4806.78

CP 202

SET #5 REBAR W/ ORANGE CAP

N = 424548.45 E = 154110.44

ELEV = 4815.96

CP 201

SET #5 REBAR W/ ORANGE CAP

N = 425237.33 E = 154107.36

ELEV = 4819.66

LEGEND

FOUND PLASTIC CAP

FOUND ALUMINUM CAP

CONTROL POINT

L N O.

CP 207

SET #5 REBAR W/ ORANGE CAP

N = 420963.96 E = 154138.58

ELEV = 4798.84

CP 209

12" SPIKE

N = 421787.61 E = 154106.79

ELEV = 4806.10

CP 208

12" SPIKE

N = 422510.87 E = 153939.22

ELEV = 4805.06

CP 206

SET #5 REBAR W/ ORANGE CAP

N = 422825.81 E = 154130.20

ELEV = 4808.21

REGULATORY FLOODWAY BOUNDARY

(APPROXIMATE)

CP 210

12" SPIKE

N = 421304.67 E = 154115.05

ELEV = 4798.59

VOID:

REVISED:

NO REVISIONS:

AS CONSTRUCTEDREVISIONS

FILE LOCATION:

CREATION DATE:

MODIFICATION DATE:

R-3

R-4

R-5

R-1

R-2

FILE NAME: 0360-SURVEY CONTROL.DWG

F:\0360 TIMNATH TRAIL PROJECT\DESIGN

COMPUTER INFORMATION

6/5/2023

May 2022

SURVEY CONTROL

GREELEY CANAL NO. 2

SHEET NO. 4

PROJECT NO. MTF C060-092

TIMNATH PEDESTRIAN

BRIDGE AND TRAIL

PROJECT CODE 23932

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AutoCAD SHX Text

ENGINEERING DEPARTMENT

AutoCAD SHX Text

FORT COLLINS, COLORADO 80522-1190

AutoCAD SHX Text

POST OFFICE BOX 1190

AutoCAD SHX Text

(970)498-7986 FAX

AutoCAD SHX Text (970)498-5700

*NOTE:

1. * FROM STA. 38+00 TO STA. 38+31, STA. 40+44 TO STA. 40+66, AND STA. 43+40 TO STA. 51+33, CONCRETE

THICKNESS INCREASES FROM 6 INCHES TO 8 INCHES FOR TYPICAL SECTION.

2. FROM STA 36+00 TO STA 38+31, 2 FOOT SHOULDER GRADUALLY DECREASES TO 6 INCH SHOULDER.

3. SUBGRADE STABILIZATION AREAS TO BE VERIFIED BY THE INSPECTOR OR ENGINEER.

10'

BIKEPATH

NOTES:

1. ALL BIKEPATH CONCRETE SHALL MEET 4,500 PSI STRENGTH AND INCLUDE FIBERMESH.

2. CONTROL JOINTS SHALL BE 10' CENTER TO CENTER AND SHALL BE SAW CUT.

3. EXPANSION JOINTS SHALL BE EVERY 500 FEET, AT THE STRUCTURE APPROACH SLABS, INCLUDE 3

INCH EXPANSION MATERIAL RECESSED 1/2 OF AN INCH AND FILLED FLUSH WITH SILICONE SEALANT.

4. MAX CROSS SLOPE FOR TRAIL SURFACE IS 2%, VARIES FROM LEFT TO RIGHT. SEE CROSS SECTIONS

FOR LOCATIONS.

5. SHAPE AND RECONDITION SUBGRADE TO 95% COMPACTION.

6. CONCRETE SURFACE SHALL BE A HEAVY BROOM FINISH.

7. CONCRETE SHALL BE STANDARD GRAY CONCRETE THROUGHOUT THE ENTIRE TRAIL.

8. THE CONTRACTOR SHALL USE CONCRETE FORMS WITH ALL FORM WORK APPROVED BY THE

INSPECTOR PRIOR TO PLACEMENT OF CONCRETE. SLIP FORM PAVING IS NOT ALLOWED.

9. CONCRETE PEDESTRIAN BRIDGE IS FROM STA. 38+31 TO 39+17.

10. ALL DISTURBED AREAS SHALL BE RE-VEGETATED WITH THE SPECIFIED SEED MIX.

11. TYPICAL SECTIONS ARE GENERIC GRAPHICAL REPRESENTATIONS OF THE TRAIL. REFER TO ACTUAL

CROSS SECTIONS FOR CONSTRUCTION LIMITS.

VOID:

REVISED:

NO REVISIONS:

AS CONSTRUCTEDREVISIONS

FILE LOCATION:

CREATION DATE:

MODIFICATION DATE:

R-3

R-4

R-5

R-1

R-2

FILE NAME: 0360-TYP SECTIONS.DWG

F:\0360 TIMNATH TRAIL PROJECT\DESIGN

COMPUTER INFORMATION

1/24/2025

January 2025

10'

BIKEPATH

2% MAX

SHLDR

2:1 MAX

2: 1 MAX

12" RIP & RE-COMPACT SUBGRADE TO 0 - +3%

OPTIMUM MOISTURE CONDITION

6" CONCRETE TRAIL

6" ABC CLASS 6

REMOVE TOPSOIL (6" DEPTH),

UN CLASS EX TO SUBGRADE

GEOTEXTILE STABILIZATION FABRIC CLASS A

1 FT ABC CLASS 6

6" CONCRETE TRAIL *

6" ABC CLASS 6

10'

BIKEPATH

2% MAX

SHLDR

2:1 MAX

2: 1 MAX

SCARIFY 12 IN DEPTH & RE-COMPACT SUBGRADE TO

0 - +3% OPTIMUM MOISTURE CONDITION

6" CONCRETE TRAIL *

6" ABC CLASS 6

REMOVE TOPSOIL (6" DEPTH),

ADD EMBANKMENT MATERIAL, MOISTURE CONDITION

AND & COMPACT

EX GROUND

TOP OF CONCRETE TO MATCH

EX GROUND ELEVATION.

SHEET NO. 5

PROJECT NO. MTF C060-092

TIMNATH PEDESTRIAN

BRIDGE AND TRAIL

PROJECT CODE 23932

14'

TOP WIDTH

CRUSHER FINES

(DEPTH 6 IN)

CRUSHER FINES

(DEPTH 6 IN)

CRUSHER FINES

(DEPTH 6 IN)

CRUSHER FINES

(DEPTH 6 IN)

14'

TOP WIDTH

14'

TOP WIDTH

REMOVE 6 IN EX

TOPSOIL & ADD

CRUSHER FINES

(DEPTH 6 IN)

REMOVE 6 IN EX

TOPSOIL & ADD

CRUSHER FINES

(DEPTH 6 IN)

SHLDR

EX GROUND

WIDTH VARIES BASED ON FILL HEIGHT

TOPSOIL (DEPTH 6 IN)

3:1

TOPSOIL (DEPTH 6 IN)

3:1

TOPSOIL (DEPTH 6 IN)

2: 1 MAX

2:1 MAX

2: 1 MAX

2:1 MAX

2: 1 MAX

2:1 MAX

BACKFILL AND

COMPACTED

WITH NATIVE

MATERIAL.

BACKFILL AND

COMPACTED

WITH NATIVE

MATERIAL.

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, 2 /6

AutoCAD SHX Text TIMNATH TRAIL TYPICAL SECTION THROUGH FLOODWAY AREA STA. 1+17 TO 8+77 (760 FT) NTS

AutoCAD SHX Text

TIMNATH TRAIL TYPICAL SECTION STA. 8+00 TO 14+25, STA. 32+90 TO 37+50 NTS

AutoCAD SHX Text

ENGINEERING DEPARTMENT

AutoCAD SHX Text

FORT COLLINS, COLORADO 80522-1190

AutoCAD SHX Text

POST OFFICE BOX 1190

AutoCAD SHX Text

(970)498-7986 FAX

AutoCAD SHX Text (970)498-5700

AutoCAD SHX Text

200 WEST OAK, SUITE 3000

AutoCAD SHX Text

TYPICAL SECTIONS SHEET 1 OF 1

TIMNATH TRAIL TYPICAL SECTION STA. 8+77 TO 13+25, 36+00 TO 38+02 SLOPES LEFT STA. 13+75 TO 36+00, 38+02 TO 38+32, 39+25 TO 51+34 SLOPES RIGHT NTS

NO REVISIONS:

AS CONSTRUCTEDREVISIONS

FILE LOCATION:

CREATION DATE:

MODIFICATION DATE:

R-3

R-4

R-5

R-1

R-2

FILE NAME: 0360_TABULATION.DWG

F:\0360 TIMNATH TRAIL PROJECT\TABULATIONS AND ESTIMATE

COMPUTER INFORMATION

September 2023

SHEET NO. 6

PROJECT NO. MTF C060-092

TIMNATH PEDESTRIAN

BRIDGE AND TRAIL

PROJECT CODE 23932

Ti m na th tr ai l p ro je ct

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_1 , 6

/4 /2

AutoCAD SHX Text

ENGINEERING DEPARTMENT

AutoCAD SHX Text

FORT COLLINS, COLORADO 80522-1190

AutoCAD SHX Text

POST OFFICE BOX 1190

AutoCAD SHX Text

(970)498-7986 FAX

AutoCAD SHX Text (970)498-5700

AutoCAD SHX Text

200 WEST OAK, SUITE 3000

TABULATION OF QUANTITIES 1 OF 3

NO REVISIONS:

AS CONSTRUCTEDREVISIONS

FILE LOCATION:

CREATION DATE:

MODIFICATION DATE:

R-3

R-4

R-5

R-1

R-2

FILE NAME: 0360_TABULATION.DWG

F:\0360 TIMNATH TRAIL PROJECT\TABULATIONS AND ESTIMATE

COMPUTER INFORMATION

June 2023

SHEET NO. 7

PROJECT NO. MTF C060-092

TIMNATH PEDESTRIAN

BRIDGE AND TRAIL

PROJECT CODE 23932

Ti m na th tr ai l p ro je ct

D E

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_2 , 9

/1 8/

P M

AutoCAD SHX Text

ENGINEERING DEPARTMENT

AutoCAD SHX Text

FORT COLLINS, COLORADO 80522-1190

AutoCAD SHX Text

POST OFFICE BOX 1190

AutoCAD SHX Text

(970)498-7986 FAX

AutoCAD SHX Text (970)498-5700

AutoCAD SHX Text

200 WEST OAK, SUITE 3000

TABULATION OF QUANTITIES 2 OF 3

NO REVISIONS:

AS CONSTRUCTEDREVISIONS

FILE LOCATION:

CREATION DATE:

MODIFICATION DATE:

R-3

R-4

R-5

R-1

R-2

FILE NAME: 0360_TABULATION.DWG

F:\0360 TIMNATH TRAIL PROJECT\TABULATIONS AND ESTIMATE

COMPUTER INFORMATION

September 2023

SHEET NO. 8

PROJECT NO. MTF C060-092

TIMNATH PEDESTRIAN

BRIDGE AND TRAIL

PROJECT CODE 23932

Ti m na th tr ai l p ro je ct

D E

_T ab ul at io n.

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_3 , 2

/3 /2

AutoCAD SHX Text

ENGINEERING DEPARTMENT

AutoCAD SHX Text

FORT COLLINS, COLORADO 80522-1190

AutoCAD SHX Text

POST OFFICE BOX 1190

AutoCAD SHX Text

(970)498-7986 FAX

AutoCAD SHX Text (970)498-5700

AutoCAD SHX Text

200 WEST OAK, SUITE 3000

TABULATION OF QUANTITIES 3 OF 3

24+00

26+00

28+00

30+00

34+

0 50+00 52 +0

0 300'

SCALE 1" = 300'

NON-WETLAND WATERS

WETLANDS

PRAIRIE DOG AREA

SHEET INDEX

BEGIN TRAIL

STATION 1+17.55

N - 420788.17 E - 154126.61

END TRAIL

STATION 51+34.39

N - 425328.54 E - 154079.16

SHT 10 SHT 11

SHT 13

SHT 12

T 1

SHT 15

SHT 16

SHT 17

SHT 18

REGULATORY FLOODWAY

BOUNDARY

L N O.

GREELEY CANAL NO. 2

REGULATORY FLOODWAY

BOUNDARY

REGULATORY

FLOODWAY AREA

PEDESTRIAN BRIDGE

OVER CANAL

Ti m na th tr ai l p ro je ct

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A M

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

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

0360_PRPN.DWG

AutoCAD SHX Text

F:\0360 TIMNATH TRAIL PROJECT\DESIGN

AutoCAD SHX Text

COMPUTER INFORMATION

AutoCAD SHX Text 6/28/2023

AutoCAD SHX Text June 2023

AutoCAD SHX Text

SHEET NO.

AutoCAD SHX Text

PROJECT NO. MTF C060-092MTF C060-092

AutoCAD SHX Text

TIMNATH PEDESTRIAN BRIDGE AND TRAIL

PROJECT CODE 2393223932

-0.77% 0.67% -0.50% 0.88% -1.28%

0+00

.61

1+00

.44

2+00

.72

3+00

.24

.09

4+00

.09

.03

5+00

.11

.08

6+00

.25

.06

.11

.61

.28

.88

.99

.16

.35

.78

.22

.11

.54

.17

.55

.48 GB

.87

.61

PVI STA:1+56.83

PVI ELEV:4799.61

K:2.00

LVC:5.80

BVCS: 1+53.93

BVCE: 4799.53

EVCS: 1+59.73

EVCE: 4799.61

2.90% -0.00%

N00°07'35"W

335.92'

N01°23'15"W

88.32' N02°30'38"E

82.85' N01°33'43"W

92.54'

2+ 00 4+

6+ 00L=3.260

Δ=1.2453 R=150.000

L=20.074 Δ=3.8988

R=295.000 L=14.213 Δ=4.0717 R=200.000

3+ 00 4+

0 40'

SCALE 1" = 40'

BEGIN TRAIL

STATION 1+17.55

N - 420788.72 E - 154126.61

NON-WETLAND WATERS

WETLANDS

PRAIRIE DOG AREA

PLAN AND PROFILES

SHEET 1 OF 9

EXISTING GROUND

SAWCUT EX. ASPHALT PAVEMENT,

CONNECT BIKEPATH

TO ROADWAY SHOULDER

FINISHED GRADE

CONSTRUCTION

LIMIT LINES

EXISTING FENCE

LANDOWNER: CITY OF THORNTON

LANDOWNER: RIVER BLUFFS VENTURES LLC

LANDOWNER: TOWN OF WINDSOR

REGULATORY FLOODWAY AREA

EASEMENT

30 FT

PERMANENT

EASEMENT

FOUND PROPERTY

CORNER

PROPERTY LINE

CP 207

N = 420963.96 E = 154138.58

ELEV = 4798.84

EX ASPHALT

REMOVE 30' OF EX FENCE. INSTALL END POSTS.

CONNECT TO EXISTING

CONCRETE TRAIL

CONNECT & MATCH TO

EXISTING CONCRETE TRAIL

60' EX ROW

INSTALL THERMOPLASTIC

PEDESTRIAN CROSSWALK

LARIMER

COUNTY

ROAD 32E

INSTALL TAPCO RRFB PEDESTRIAN CROSSWALK SYSTEM, OR

APPROVED EQUIVALENT W/ METAL DETECTABLE WARNINGS

30 FT TEMPORARY

CONSTRUCTION EASEMENT

30FT WIDE, STA 1+00 TO 2+08

(2) 49"X33" CSP

(2) 18' LONG 49" X 33"

CSP

SEE STRUCTURE DETAIL

SHEET 1 PG 20

INV IN: 4796.29

INV OUT: 4796.19

(2) 18' LONG 49" X 33" CSP

SEE STRUCTURE DETAIL

SHEET 1 PG 20

INV IN: 4796.56

INV OUT: 4796.46

REMOVE 30' OF EX FENCE.

INSTALL (2) END POSTS.

REMOVE EX CONCRETE

IRRIGATION CHANNEL

REGULATORY FLOODWAY AREAREGULATORY FLOODWAY AREA

NOTES:

1) 48"X33" CSP PAID AS THE 42 INCH EQUIVALENT

CORRUGATED STEEL ARCH PIPE (CMP IN PL) BID ITEM.

2) DETECTEABLE WARNING PLATES SHALL BE

METAL MEASURING 8 FT X 2 FT.

'BE PREPARED TO

STOP' 18"X18" SIGN.

'BE PREPARED TO

STOP' 18"X18" SIGN.

AIL

INV:4796.46

INV:4796.56 INV:4796.29

INV:4796.19

GRADE CHANNEL TO

MATCH STRUCTURE

GRADE CHANNEL TO

MATCH STRUCTURE

GRADE CHANNEL TO

MATCH STRUCTURE

GRADE CHANNEL TO

MATCH STRUCTURE

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:3 0:

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

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

0360_PRPN.DWG

AutoCAD SHX Text

F:\0360 TIMNATH TRAIL PROJECT\DESIGN

AutoCAD SHX Text

COMPUTER INFORMATION

AutoCAD SHX Text 6/29/2023

AutoCAD SHX Text June 2023

AutoCAD SHX Text

SHEET NO.

AutoCAD SHX Text

PROJECT NO. MTF C060-092MTF C060-092

AutoCAD SHX Text

TIMNATH PEDESTRIAN BRIDGE AND TRAIL

6+00

.25

.06

7+00

.54

.33

8+00

.63

.56

9+00

.96

.42

10+00

.31

.28

11+00

.63

.03

12+00

.04

.36

.80

.38

.43

.55

PVI STA:11+34.15

PVI ELEV:4803.13

K:20.00

LVC:93.24

: 1 0+

.53

: 4

2.5

: 1 1+

.77

: 4

1.5

8PVI STA:7+36.96

PVI ELEV:4797.93

K:7.50

LVC:22.10

: 7 +2

5.9

: 4

8.1

: 7 +4

8.0

: 4

8.0

PVI STA:8+08.19

PVI ELEV:4798.72

K:3.00

LVC:0.71

: 8 +0

7.8

: 4

8.7

: 8 +0

8.5

: 4

8.7

PVI STA:12+09.56

PVI ELEV:4800.63

K:19.99

LVC:57.46

: 1 1+

.83

: 4

1.5

-3.31%

1.11%0.27% -1.83%0.31%

1.35%

N01°52'40"W

145.73'

L=0.830 Δ=0.3170 R=150.000

L=7.360 Δ=2.1086

R=200.000 7+

00 8+

N0°08'32"W 1890.03'

0 40'

SCALE 1" = 40'

NON-WETLAND WATERS

WETLANDS

PRAIRIE DOG AREA

PLAN AND PROFILES

SHEET 2 OF 9

REGULATORY FLOODWAY

BOUNDARY (APPROXIMATE)

EXISTING GROUND (DASHED)

FINISHED GRADE

CONSTRUCTION

LIMIT LINES

LANDOWNER: CITY OF THORNTON

LANDOWNER: RIVER BLUFFS VENTURES LLC

REGULATORY FLOODWAY AREA

EXISTING FENCE

EASEMENT

30.00'

PERMANENT

EASEMENT

PROPERTY LINE

EXISTING 10"

STEEL PIPE

EXISTING GAS SIGN

(LINE GOES UNDER THE ROAD)

CP 209

N = 421787.61 E = 154106.79

ELEV = 4806.10

EXISTING ACCESS ROAD TO OIL PAD

(NOT TO BE USED BY CONTRACTOR)

OIL PUMP FACILITIES

BURIED GAS MAIN

REGULATORY FLOODWAY AREA

SOIL RETENTION BLANKET

ON BACKSLOPE.

STA 10+00

18 FT OF 18 IN HDPE + 2 METAL END SECTIONS

TRIM EX TREE

AVOID TREE ROOTS

\U se rs

\a kl in es m ith

\D es kt op

\0 tim na th tr ai l\0

.d w g, P

P 2, 2/

A M

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

REVISIONS

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FORT COLLINS, COLORADO 80522-1190

AutoCAD SHX Text

POST OFFICE BOX 1190

AutoCAD SHX Text

FILE LOCATION:

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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

0360_PRPN.DWG

AutoCAD SHX Text

C:\USERS\AKLINESMITH\DESKTOP\0360 TIMNATH TRAIL

AutoCAD SHX Text

COMPUTER INFORMATION

AutoCAD SHX Text 12/13/2023

AutoCAD SHX Text September 2023

AutoCAD SHX Text

SHEET NO.

AutoCAD SHX Text

PROJECT NO. MTF C060-092MTF C060-092

AutoCAD SHX Text

TIMNATH PEDESTRIAN BRIDGE AND TRAIL

12+00

.04

.36

13+00

.26

.63

14+00

.14

.11

15+00

.38

.68

16+00

.97

.38

17+00

.65

.36

18+00

.33

.89

-0.44%

2.28%

PVI STA:15+57.09

PVI ELEV:4804.68

K:7.00

LVC:11.24

: 1 5+

.47

: 4

4.5

: 1 5+

.71

: 4

4.7

2PVI STA:12+09.56

PVI ELEV:4800.63

K:19.99

LVC:57.46

: 1 2+

.29

: 4

0.5

PVI STA:13+52.21

PVI ELEV:4800.01

K:50.00

LVC:135.97

: 1 2+

.22

: 4

0.3

: 1 4+

.19

: 4

1.5

EXISTING GAS LINE SIGN

N0°08'32"W 1890.03'

0 40'

SCALE 1" = 40'

NON-WETLAND WATERS

WETLANDS

PRAIRIE DOG AREA

PLAN AND PROFILES

SHEET 3 OF 9

FINISHED GRADE

EXISTING GROUND

EXISTING FENCE EXISTING GAS SIGN

CONSTRUCTION

LIMIT LINES

LANDOWNER: CITY OF THORNTON

LANDOWNER: RIVER BLUFFS VENTURES LLC

EASEMENT

30.00'

PERMANENT

EASEMENT

PROPERTY LINE

OIL PUMP FACILITIES

BURIED GAS SIGN

TRIM EX TREES

REMOVE TREES

NOTE: THE INSPECTOR WILL MARK TREES TO BE REMOVED

AND TREES TO BE TRIMMED.

STA 14+00

18 FT OF 18 IN HDPE + 2 METAL END SECTIONS

\U se rs

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ENGINEERING DEPARTMENT

AutoCAD SHX Text

VOID:

AutoCAD SHX Text

REVISED:

AutoCAD SHX Text

NO REVISIONS:

AutoCAD SHX Text

AS CONSTRUCTED

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

0360_PRPN.DWG

AutoCAD SHX Text

C:\USERS\AKLINESMITH\DESKTOP\0360 TIMNATH TRAIL

AutoCAD SHX Text

COMPUTER INFORMATION

AutoCAD SHX Text 12/13/2023

AutoCAD SHX Text September 2023

AutoCAD SHX Text

SHEET NO.

AutoCAD SHX Text

PROJECT NO. MTF C060-092MTF C060-092

AutoCAD SHX Text

TIMNATH PEDESTRIAN BRIDGE AND TRAIL

18+00

.33

.89

19+00

.00

.88

20+00

.68

.46

21+00

.36

.26

22+00

.66

.76

23+00

0.24%

0.68%

PVI STA:21+13.44

PVI ELEV:4808.45

K:50.00

LVC:21.66

: 2 1+

.61

: 4

8.3

: 2 1+

.27

: 4

8.4

N6 3°

'25

"W 6.0

0 L=66.562 Δ=63.5625 R=60.000

23+00

0 40'

SCALE 1" = 40'

NON-WETLAND WATERS

WETLANDS

PRAIRIE DOG AREA

PLAN AND PROFILES

SHEET 4 OF 9

FINISHED GRADE

EXISTING GROUND

FOUND PROPERTY CORNER

CONSTRUCTION

LIMIT LINES

L A

LANDOWNER: CITY OF THORNTON

LANDOWNER: RIVER BLUFFS VENTURES LLC

EASEMENT

L N O.

PROPERTY LINE

30.00'

PERMANENT

EASEMENT

EXISTING FENCE

CP 206

N = 422825.81 E = 154130.20

ELEV = 4808.21

REMOVE 30 FT OF EX FENCE AND

INSTALL END BRACE PANEL.

TRIM EX TREE

TREE TO REMAIN

REMOVE TREE/STUMP

TRIM EX TREETRIM EX TREE

NOTE: THE INSPECTOR WILL MARK TREES TO BE REMOVED

AND TREES TO BE TRIMMED.

STA 19+50

18 FT OF 18 IN HDPE + 2 METAL END SECTIONS

STA 22+46

18 FT OF 18 IN HDPE + 2 METAL END SECTIONS

\U se rs

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A M

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

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

0360_PRPN.DWG

AutoCAD SHX Text

C:\USERS\AKLINESMITH\DESKTOP\0360 TIMNATH TRAIL

AutoCAD SHX Text

COMPUTER INFORMATION

AutoCAD SHX Text 12/13/2023

AutoCAD SHX Text September 2023

AutoCAD SHX Text

SHEET NO.

AutoCAD SHX Text

PROJECT NO. MTF C060-092MTF C060-092

AutoCAD SHX Text

TIMNATH PEDESTRIAN BRIDGE AND TRAIL

PVI STA:24+49.05

PVI ELEV:4809.46

K:11.09

LVC:20.00

: 2 4+

.05

: 4

9.4

: 2 4+

.05

: 4

9.6

PVI STA:26+67.65

PVI ELEV:4810.25

K:18.14

LVC:16.38

: 2 6+

.46

: 4

0.3

: 2 6+

.84

: 4

0.2

PVI STA:25+29.58

PVI ELEV:4811.21

K:14.21

LVC:40.85

: 2 5+

.16

: 4

0.7

: 2 5+

.01

: 4

1.0

-0.70% 0.20%2.18%

12" HDPE PIPE

23+00

.90

.16

24+00

.28

.13

25+00

.57

.18

26+00

.72

.12

27+00

.31

.80

28+00

.52

.40

29+00

.72

.55

N60°30'47"W

92.51'

N45°06'29"W

221.86'

N63°31'25"W

6.09'

N45°06'29"W

221.86'

N60°30'47"W

92.51'

28+00

L=128.565 Δ=18.4156 R=400.000

L=107.547 Δ=15.4050 R=400.000

STA 25+30

12" HDPE PIPE

23+00

27+00

28+00

29+0000 40'

SCALE 1" = 40'

NON-WETLAND WATERS

WETLANDS

PRAIRIE DOG AREA

PLAN AND PROFILES

SHEET 5 OF 9

FINISHED GRADE

EXISTING GROUND

CONSTRUCTION

LIMIT LINES

CANAL ACCESS ROAD

GREELEY CANAL NO. 2 LANDOWNER: KATHRYN GRAVES

LANDOWNER: RIVER BLUFFS VENTURES LLC

EASEMENT

30.05'

PERMANENT

EASEMENT

\U se rs

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\D es kt op

\0 tim na th tr ai l\0

.d w g, P

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A M

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

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

0360_PRPN.DWG

AutoCAD SHX Text

C:\USERS\AKLINESMITH\DESKTOP\0360 TIMNATH TRAIL

AutoCAD SHX Text

COMPUTER INFORMATION

AutoCAD SHX Text 12/13/2023

AutoCAD SHX Text September 2023

AutoCAD SHX Text

SHEET NO.

AutoCAD SHX Text

PROJECT NO. MTF C060-092MTF C060-092

AutoCAD SHX Text

TIMNATH PEDESTRIAN BRIDGE AND TRAIL

PVI STA:31+49.73

PVI ELEV:4810.42

K:91.13

LVC:20.68

: 3 1+

.38

: 4

0.4

: 3 1+

.07

: 4

0.3

PVI STA:34+70.66

PVI ELEV:4807.28

K:13.45

LVC:59.95

: 3 4+

.69

: 4

7.8

PVI STA:33+08.33

PVI ELEV:4810.05

K:35.07

LVC:51.83

: 3 2+

.42

: 4

0.1

: 3 3+

.25

: 4

9.6

PVI STA:30+25.81

PVI ELEV:4810.98

K:27.80

LVC:18.34

: 3 0+

.64

: 4

0.9

: 3 0+

.99

: 4

0.9

29+00

.72

.55

30+00

.93

.73

31+00

.64

.77

32+00

.30

.13

33+00

.03

.89

34+00

.49

.10

35+00

.09

.68

-1.71% -0.23%-0.46%

12" HDPE PIPE

N36° 37'

32" W

8.2 4'

N24°58'49"E 2.78'

N39°52'02"E279.32'

N36° 37'

32" W

8.2 4'

N24°58'49"E 2.78'

N39°52'02"E279.32'

30+00

L=166.766 Δ=23.8875 R=400.000

L=188.165 Δ=61.6059 R=175.000

L=94.003 Δ=8.2521

R=652.679

L=35.556 Δ=23.2715 R=87.541

STA 34+27

12" HDPE PIPE

STA 31+30

12" HDPE PIPE

29+00

30+00

31+00 32 +0

00 40'

SCALE 1" = 40'

NON-WETLAND WATERS

WETLANDS

PRAIRIE DOG AREA

PLAN AND PROFILES

SHEET 6 OF 9

FINISHED GRADE

EXISTING GROUND (DASHED)

CONSTRUCTION

LIMIT LINES

CANAL ACCESS ROAD

GREELEY CANAL NO. 2

LANDOWNER: KATHRYN GRAVES

LANDOWNER: RIVER BLUFFS VENTURES LLC

EASEMENT

BEGINNING STATION 32+90

SOIL RETENTION BLANKET ON

FORESLOPES BOTH SIDES.

Ti m na th tr ai l p ro je ct

\d es ig n\

N .d w g, P

P 6, /1

:5 8:

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

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

0360_PRPN.DWG

AutoCAD SHX Text

F:\0360 TIMNATH TRAIL PROJECT\DESIGN

AutoCAD SHX Text

COMPUTER INFORMATION

AutoCAD SHX Text 9/18/2023

AutoCAD SHX Text September 2023

AutoCAD SHX Text

SHEET NO.

AutoCAD SHX Text

PROJECT NO. MTF C060-092MTF C060-092

AutoCAD SHX Text

TIMNATH PEDESTRIAN BRIDGE AND TRAIL

PVI STA:34+70.12

PVI ELEV:4807.28

K:13.45

LVC:59.95

: 3 5+

.09

: 4

8.1

PVI STA:39+31.26

PVI ELEV:4814.01

K:5.00

LVC:15.92

: 3 9+

.30

: 4

4.1

: 3 9+

.22

: 4

4.1

PVI STA:38+06.91

PVI ELEV:4816.55

K:7.50

LVC:43.06

: 3 7+

.38

: 4

5.9

: 3 8+

.43

: 4

5.9

35+00

.11

.69

36+00

.86

.53

37+00

.61

.52

38+00

.21

.10

39+00

.57

.75

40+00

.95

.86

41+00

.87

.16

18" HDPE PIPE

2.75%

-2.99% -1.81% 1.37% -0.00%

+3 1.1

.82

+5 2.4

.67

+6 4.5

.67

STA 36+73

18" HDPE PIPE

32' 35'

20' 32'

37+00

38+00

40+00

41+00

00 40'

SCALE 1" = 40'

NON-WETLAND WATERS

WETLANDS

PRAIRIE DOG AREA

PLAN AND PROFILES

SHEET 7 OF 9

16 FT OF 8 IN THICK

CENTERED ON

CONCRETE CROSSING

38+00 - 38+23 8 IN THICK

CONCRETE CROSSING

EX CANAL ACCESS ROAD

CANAL ACCESS ROAD

EXISTING

GROUND

(DASHED)

FINISHED

GRADE

CONSTRUCTION

LIMIT LINES

Y C

N O.

L A

S R

GREELEY CANAL NO. 2

LANDOWNER: RIVER BLUFFS VENTURES LLC

84 LF PEDESTRIAN BRIDGE

REALIGN CANAL MAINTENANCE ROAD. WIDEN SLOPE AND

ADD EMBANKMENT MATERIAL 3:1 SLOPE AND RECLAIM.

NEW ROADWAY LENGTH = 105 FEET, WIDTH = 14 FEET

WITH AGGREGATE BASE COURSE THICKNESS = 8 INCHES

SLOPE EXISTING CANAL

ACCESS ROADWAY BOTH

SIDES TO MATCH TRAIL

8" THICK

CONCRETE

CROSSING

8" THICK

CONCRETE

CROSSING

TEMPORARY CONSTRUCTION EASEMENT

12 FT WIDE,

REINFORCED CONCRETE

BRIDGE APPROACH

SLABS

TEMPORARY CONSTRUCTION EASEMENT

25 FT WIDE FOR STAGING.

SEE BRIDGE PLAN/PROFILE

FOR MORE DETAIL

BEGINNING STATION 32+90

SOIL RETENTION BLANKET ON

FORESLOPES BOTH SIDES.

TWO 16 FT METAL RAIL GATES

(AUTOMATIC) W/ END POSTS

TIMNATH RESERVOIR OUTLET

TYPICAL HIGH WATER LINE

4811 +/-

STA 40+66

24 FT OF 12 IN HDPE

+ 2 METAL END SECTIONS

4IN PVC SLEEVES (2X)

STA: 40+70 & STA: 40+80

10' MIN.

SPACING

4IN PVC SLEEVES (2X)

STA: 40+70 & STA: 40+80

STA 40+66

24 FT OF 12 IN HDPE

+ 2 METAL END SECTIONS

INSTALL TEMPORARY 4 STRAND SMOOTH WIRE FENCE WITH

TEE POSTS FROM STATION 39+20 TO STATION 51+50 LEFT SIDE

ONLY. CONNECT TO BRIDGE WING WALL…

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Jun 24, 2025.