BFAY_Final Plans.pdf

T9S.R44W T8S.R44W

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TITLE 1

1"=2000' N/A

TITLE SHEET

25 N Spruce Street, Suite 310

Colorado Springs, CO 80905

Tel: 719-299-5077, basisp.com

INDEX OF SHEETS

Tel: 719-299-5077, basisp.com

Colorado Springs, CO 80905

25 N Spruce St, Suite 310

Basis Partners

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US-70

HWY-24

Improvements

Fay Street

PUBLIC WORKS DEPARTMENT

CITY OF BURLINGTON

PRELIMINARY PLANS OF PROPOSED

FAY STREET ROADWAY IMPROVEMENTS

FEBRUARY 2, 2024

1"=2000'

Fay St Roadway Improvement Plans9to 7

Project Tabulation6

Summary of Approximate Quantities5to 4

General Notes3to 2

Title Sheet1

ROSE AVE

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S T https://basisp.com/ https://www.colorado811.org/

GENERAL 2

N/A N/A

GENERAL NOTES

Tel: 719-299-5077, basisp.com

25 N Spruce St, Suite 310

Basis Partners

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SF/GAL85Pavement Marking Paint

LB/CF133Aggregate Base Course

GAL/SY0.05Emulsified Asphalt (undiluted)

LB/(SY*INCH)110Asphalt

For plan quantities, the following rates were used:22.

Products List.

Concrete shall have a minimum compressive strength of 4,000 psi and be a Class D mix design on the CDOT Approved 21.

A 2' wide HMA patch is required adjacent to all discretionary curb and gutter replacement.20.

applied between lifts atop the Aggregate Base Course.

A tack coat shall be applied to all vertical edges including concrete edges. The tack coat shall have 100% coverage and be 19.

Asphalt materials shall use a CDOT APL mix that has been pre-approved by the City.18.

Aggregate Base Course shall be Class 6 and Hot Mix Asphalt shall be Grade S (75) (PG 64-28).17.

separately.

blade or other method as approved by the Engineer. Sawcutting costs are included in the work and will not be paid for

Where it is required to sawcut existing pavement, the cutting shall be done to a neat vertical work line with a cutting 16.

compressive strength of 3,200psi.

24. New asphalt shall not be placed against freshly poured concrete. Concrete shall be 5 days old or have reached a representative prior to being taken off-site.

limited to: traffic signs, utility equipment, and items designated for reset. Disposal of materials must be approved by City property of the Contractor and responsibility of the Contractor to properly dispose. Exceptions include, but are not

Unless noted otherwise or directed by the City, all materials that are removed by the Contractor shall become the 23.

GENERAL NOTES

paving. Portions of overexcavation and replacement of subgrade may be required at the direction of the City.

15. The Contractor shall patch ruts, depressions, holes or areas of asphalt that are too fragile for mill and overlay prior to material at the City's direction. Should the City reject the material, the Contractor will be responsible for the disposal.

The Contractor shall offer millings to the City of Burlington for stockpiling. The Contractor will deliver and stockpile the 14.

prior approval of the City.

The Contractor shall not remove any existing signs, pavement markings, traffic signals or traffic control devices without 13.

Contact the City for instructions before disturbing trees or roots.12.

Record immediately and shall suspend affected work until directed by the City.

If field conditions are found to be different than shown on the plans, the Contractor shall notify the City and Engineer of 11.

The Contractor shall obtain all required permits at no additional cost to the project.10.

hours prior to any construction. Construction shall not interfere with school drop-off and pick-up times.

service prior to any street closures or property access changes, or any water line or sewer construction at least 24

The Contractor shall notify the City of Burlington fire department, police department, school districts, and US postal 9.

determining required relocations.

Potholing shall be utilized for and wait for utilities to be marked before beginning any excavation work of any kind.

necessary to avoid damage thereto. The Contractor shall contact the Utility Notification Center of Colorado (UNCC)

Contractor is responsible for making his own determination as to the type and location of utilities as may be

The Underground utility lines are not shown on the plans and were not identified as part of the survey for this project. 8.

utility owner inspector and shall compensate utility owner for all overtime charges.

requires inspection. The Contractor shall coordinate inspections that will occur outside regular business hours with the utility owner. The Contractor shall notify the utility owner inspector at least two working days prior to beginning work that

All work done on or near utilities or appurtenances shall be inspected or be offered the opportunity for inspection by the 7.

immediately.

Utility relocations are not anticipated with this project. Any utility conflict found should be relayed to the owner 6.

22.

Subsurface Utility Engineering was not performed for this project due to the limited depth of disturbance per ASCE 38-5.

the Contractor.

immediately be reported to the utility owner. All repairs to gas shall be made by the utility owner staff and paid for by required repairs immediately to the satisfaction of the Engineer of Record and utility owner. Damage to gas lines will

The Contractor is responsible for any damage to utilities as a result of their actions. The Contractor shall make all the 4.

All valves and manholes located within the project limits shall be protected by the Contractor. 3.

(City) or other utility owners shall meet the requirements of the latest version of the applicable utility owner's standards.

All work related to water lines, wastewater, gas, electric, and any other infrastructure operated by the City of Burlington 2.

- Colorado Department of Transportation M&S Standard Plans

- Colorado Department of Transportation Standard Specifications for Road and Bridge Construction

All work shall be done in accordance with the latest versions of the following, in order of precedence:1.

MATERIALS

purpose of survey control on this project do not need to be reset.

reset all disturbed survey markers at no additional cost to the project, except that survey nails placed in asphalt for the

The Contractor shall carefully preserve all monuments, benchmarks, range ties, and property markers. The Contractor shall 26.

No survey was performed for this project. Data shown utilizes coordinates from Google Earth imagery.25.

At least one sanitary facility shall be provided on site by Contractor.33.

businesses at any point during construction. Access to adjacent properties must be maintained at all times.

Minimize disturbance to areas outside of the work area. Road closures shall not prevent access to nearby homes or 32.

project. Flagging of traffic is to be paid on an hourly basis as approved by City.

project area and shall provide required traffic control measures to detour vehicular traffic at no additional cost to the

Unless otherwise approved by the City, the Contractor shall at all times maintain public vehicle access through the 31.

no additional cost to the project.

Installation and maintenance of all traffic control devices is the responsibility of the Contractor. This will be completed at 30.

use.

Parking and staging areas for employees of the Contractor and staging areas shall be approved by the City prior to 29.

acceptance by the City.

of the public right of way including vehicle traveled ways and pedestrian paths within the project limits at all times until

The Contractor shall be responsible for creation of a traffic control plan, installation of traffic control, and maintenance 28.

work and will not be measured or paid separately.

The Contractor shall mitigate dust as directed by the City. Water used for dust and air pollution control is included in the 27.

proof-roll cannot be achieved, the Contractor shall suspend work in the area until direction is provided by the City.

36. Recompacted subgrade shall be proof-rolled in accordance with CDOT Standard Specification Section 304. If accceptable

Concrete and asphalt shall not be placed atop frozen ground.

Frozen ground shall be allowed to thaw completely or shall be removed prior to placement of materials or compaction. 35.

Aggregate base course, backfill and subgrade shall be compacted per CDOT Standard Specifications Section 304.34.

38. Clearing and Grubbing will not be measured or paid seperately and shall be included in the cost of work.

historic drainage patterns.

Drainage shall not be concentrated and shall generally flow toward the proposed drainage swale or otherwise follow -

The finished surface shall have a smooth, even appearance with no significant grade breaks.-

Finished elevations of pavement shall meet the following criteria:37.

SURVEY

CONSTRUCTION PHASING

GEOTECHNICAL

MISCELLANEOUS

GENERAL 3

GENERAL NOTES

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Upon removal of Control Measures, all disturbed areas shall be replaced in kind matching existing materials.52.

Erosion control measures shall be in place prior to any blading or roadway construction activities.51.

Contractor to establish Erosion Control Supervisor for the site and management of Control Measures.50.

stormwater runoff.

Contractor shall place silt fencing and erosion control logs to protect adjacent properties and structures from 49.

the State. In granting the use of such chemicals, special conditions and monitoring may be required.

No chemicals are to be added to the discharge unless permission for the use of a specific chemical is granted by 48.

shall be followed, along with proper disposal methods.

contained until appropriate cleanup methods can be employed. Manufacturer's recommended methods for spill cleanup secondary containment or equivalent adequate protection. All spills shall be cleaned up immediately after discovery, or storm drainage system or facility. Bulk storage structures for petroleum products and other chemicals shall have so as to contain all spills and prevent any spilled material from entering the MS4, including any surface or subsurface

Spill prevention and containment measures shall be used at all storage, equipment fueling, and equipment servicing areas 47.

be carried by stormwater runoff into the storm sewer system at any time.

their original containers, with original manufacturer's labels. Materials shall not be stored in a location where they may to perform the work in an orderly sequence. All materials stored on-site shall be stored in a neat, orderly manner, in

The quantity of materials stored on the project site shall be limited, as much as practical, to that quantity required 46.

alley, or other public way, unless in accordance with an approved Traffic Control Plan.

Building, construction, excavation, or other waste materials shall not be temporarily placed or stored in the street, 45.

system or facilities.

Concrete wash water shall not be discharged to or allowed to runoff to any surface or subsurface storm drainage 44.

Temporary Construction Control Measures must be removed prior to closeout.

All Construction Control Measures shall be maintained until permanent stabilization measures are implemented. 43.

degradation of State Waters.

Stormwater discharges from construction sites shall not cause or threaten to cause pollution, contamination, or 42.

standards as outlined in the Erosion Control and Stormwater Quality Guide.

Stormwater Control Measures are required when excavation is performed or earth is disturbed and shall follow CDOT 41.

by the Contractor at the expense of the Contractor.

completed, or finished work, including damage that may be caused by the presence of a Control Measure, shall be repaired proper operation of erosion Control Measures. Any damage caused by storm water flows to temporary, partially-

The Contractor shall conduct and phase work so that the flow of storm water is not impeded except as necessary for 40.

restrictive laws, rules, or regulations shall apply.

these requirements and water quality control laws, rules, or regulations of other Federal or State agencies, the more requirements included in the Colorado Department of Transportation's MS4 Permit. In the event of conflicts between

Act" (33 USC 1344), including regulations promulgated and certifications or permits issued, in addition to the

Individuals shall comply with the "Colorado Water Quality Control Act" (Title 25, Article 8, CRS) and the "Clean Water 39.

GENERAL NOTES (CONT.)

All concrete work shall be completed prior to milling.

available funding.

may include portions of Phase 2 as funding allows. The City will direct the work to commence or stop to meet

Work will be performed as the budget accommodates. It is intended to perform all work in Phase 1 listed above, and

Phase 2: Fay Street from east of the intersection with Mike Lounge Drive (Station 26+30) to S 15th Street

Phase 1: Fay Street from Lincoln Street to east of the intersection with Mike Lounge Drive (Station 26+30)

The areas of work for the project are broken into two phases:53.

SEQUENCE OF WORKGRADING AND EROSION CONTROL

* Construction of this item will be in part or entirely as directed by the City Representative.

AS CONSTPLANAS CONSTPLANAS CONSTPLANSHEETPAGEBOOK

TOTALS

PROJECT

PHASE 2

ROADWAY -

PHASE 1

ROADWAY -

UNITCONTRACT ITEM

ITEM NO

CONTRACT

INDEX

J.RIGGLE

J.RIGGLE

QTYS 4

N/A N/A

APPROXIMATE QUANTITIES

SUMMARY OF

16610GALEpoxy Pavement Marking627-00005

211LSMobilization626-00000

211EASanitary Facility620-00020

50500LFGutter Type 2 (10 Foot)609-24010

39039LFGutter Type 2 (8 Foot)609-24008

39039LFGutter Type 2 (6 Foot)609-24006

1211210LFGutter Type 2 (4 Foot)609-24004

1,6391,108531LFCurb and Gutter Type 2 (Special)*609-21900

55550SYConcrete Curb Ramp608-00010

8944.544.5SYConcrete Sidewalk*608-00000

1058412SYConcrete Pavement (6 Inch) 412-00600

549215334GALEmulsified Asphalt (Slow-Setting)411-10255

1,265455810TONHot Mix Asphalt (Grading SX) (75) (PG 64-28)403-34751

25718770TONHot Mix Asphalt (Patching) (Asphalt)*403-00720

319196116TONAggregate Base Course (Class 6)*304-06000

1055HRSweeping (Sediment Removal)208-00106

211EAConcrete Washout Structure208-00045

10,4523,7686,684SYRemoval of Asphalt Mat (Planing)202-00240

27519481SYRemoval of Concrete Pavement202-00210

55550SYRemoval of Concrete Curb Ramp202-00206

1,6391,108531LFRemoval of Curb and Gutter*202-00203

8944.544.5SYRemoval of Sidewalk*202-00200

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AS CONSTPLANAS CONSTPLANAS CONSTPLANSHEETPAGEBOOK

TOTALS

PROJECT

PHASE 2

ROADWAY -

PHASE 1

ROADWAY -

UNITCONTRACT ITEM

ITEM NO

CONTRACT

INDEX

211FAF/A Traffic Control for Installation700-70492

211FAF/A Erosion Control700-70380

5280528SFPreformed Thermoplastic Pavement Marking (Xwalk-Stop Line)627-30410

J.RIGGLE

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QTYS 5

N/A N/A

APPROXIMATE QUANTITIES

SUMMARY OF

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TAB 6

TABULATION OF ROADWAY

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Asphalt Patch

Gutter (Type 2)

R&R 6" Concrete &

2" Mill and Overlay R&R Curb and Gutter

(Type 2)

R&R 6" Curb Ramp

Phase 2 Only

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1"=40' N/A

ROADWAY PLAN

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be directed in the field by the City Representative.

Locations of certain items are not shown, and will 2.

dimensions. Aerial imagery may not be up to date.

for design intent, but shall not be relied upon for exact

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10+82

Begin Construction

Begin Mill & Overlay

At Edge of Concrete

N87°08'37"E

2,605.67'

Begin HCL Fay St

N=1,549,728.38

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Centerline, Yellow, 4" Wide

Centerline, Yellow, 4" Wide

Gutter Type 2 (6 Foot)

R&R 6" Concrete &

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(Type 2)

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NOTE KEY MAPLEGEND

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Locations of certain items are not shown, and will 2.

dimensions. Aerial imagery may not be up to date.

for design intent, but shall not be relied upon for exact

Aerial imagery is used to provide background information

No survey has been completed for this project. 1.

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25+25

Begin Mill & Overlay

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Centerline, Yellow, 4" Wide

Centerline, Yellow, 4" Wide

Stop Line, White, 24" Wide (Typ.)

Crosswalk Line, White, (2' x 8') (Typ.)

FAY ST

HIGH SCHOOL ACCESS STADIUM WAY

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Gutter Type 2 (8 Foot)

Gutter Type 2 (4 Foot)

Gutter Type 2 (4 Foot) Gutter Type 2 (4 Foot)

Type 2

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Type 2

R&R 6" Curb Ramp

Type 2

R&R 6" Curb Ramp

Type 2

R&R 6" Curb Ramp

End Phase 1

Begin Phase 2

26+30

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be directed in the field by the City Representative.

Locations of certain items are not shown, and will 2.

dimensions. Aerial imagery may not be up to date.

for design intent, but shall not be relied upon for exact

Aerial imagery is used to provide background information

No survey has been completed for this project. 1.

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End Mill & Overlay

At Edge of Concrete

N87°08'37"E

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End HCL Fay St

N=1,549,858.22

E=3,913,993.72

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HCL FAY ST

Centerline, Yellow, 4" Wide to Allow for Drainage

Replace Crosspan Gutter Type 2 (10 Foot)

Gutter Type 2 (4 Foot)

Protect Crosspan In Place