7-Attachment A, B, C, D, E, F, G.pdf

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Attached to
Niwot Loop Concrete Bridge Approaches
Solicitation number
BID-314-26
Issued by
Boulder County, Colorado

About this file

This file consists of technical specifications and design drawings for the Niwot Loop Concrete Bridge Approaches project, prepared for Boulder County Parks & Open Space Department. The project addresses sustainability and safety concerns at two bridge locations along the Niwot Loop Trail near the trailhead at 7901 Mineral Road in Unincorporated Niwot, Colorado. The current crusher-fines trail approaches have proven inadequate due to steep gradation and sediment encroachment onto bridge decks, creating public safety hazards and premature bridge degradation. The project involves installing concrete trail approaches and transitions at two bridge locations: Bridge 1 (Boulder and Left Hand Ditch) with approximately 34-63 square yards of concrete trail, and Bridge 2 (Boulder and Whiterock Ditch) with approximately 72 square yards of concrete trail. Construction at Bridge 1 is scheduled for completion by May 1, 2026, and Bridge 2 by May 1, 2027. The design includes removal and disposal of existing crusher-fine material where concrete will be placed, protection of existing infrastructure including bridges, signs, trails, and trailhead facilities, maintenance of public access to the Niwot Recycling Drop-Off Area during construction, establishment of staging areas and sediment control measures, and placement of compost on trail sides with proper drainage and grading.

The specifications reference CDOT Class B specifications and require concrete mix designs to achieve laboratory-compressive strength of at least thirty-six hundred pounds per square inch within twenty-eight days, with testing provisions for both standard and lightweight concrete applications. Contractors must submit design mixes and certifications prior to concrete placement, with at least two sets of certified twenty-eight-day test results required. The contractor must provide equipment and accurate scales for aggregate proportioning, with weights certified by the Colorado Department of Agriculture. Sediment control measures, including sediment control logs installed along contours as perimeter barriers and inlet protection, must comply with Urban Drainage and Flood Control District standards. All concrete work is subject to weather restrictions, with work suspended during rain or unsuitable conditions, and concrete curing requirements extend until specified strength is achieved. The project includes protection of existing recycling facilities and maintenance of public access throughout the construction period.

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ATTACHMENT A: SITE MAPS - TRAIL CLOSURE

Sediment Control Log (SCL) SC-2

November 2015 Urban Drainage and Flood Control District SCL-1 Urban Storm Drainage Criteria Manual Volume 3

Photographs SCL-1 and SCL-2. Sediment control logs used as 1) a perimeter control around a soil stockpile; and, 2) as a "J-hook" perimeter control at the corner of a construction site.

Description A sediment control log is a linear roll made of natural materials such as straw, coconut fiber, or compost. The most common type of sediment control log has straw filling and is often referred to as a "straw wattle." All sediment control logs are used as a sediment barrier to intercept sheet flow runoff from disturbed areas.

Appropriate Uses Sediment control logs can be used in the following applications to trap sediment:

As perimeter control for stockpiles and the site.

As part of inlet protection designs.

As check dams in small drainage ditches. (Sediment control logs are not intended for use in channels with high flow velocities.)

On disturbed slopes to shorten flow lengths (as an erosion control).

As part of multi-layered perimeter control along a receiving water such as a stream, pond or wetland.

Sediment control logs work well in combination with other layers of erosion and sediment controls.

Design and Installation Sediment control logs should be installed along the contour to avoid concentrating flows. The maximum allowable tributary drainage area per 100 lineal feet of sediment control log, installed along the contour, is approximately 0.25 acres with a disturbed slope length of up to 150 feet and a tributary slope gradient no steeper than 3:1. Longer and steeper slopes require additional measures. This recommendation only applies to sediment control logs installed along the contour. When installed for other uses, such as perimeter control, it should be installed in a way that will not produce concentrated flows. For example, a "J-hook" installation may be appropriate to force runoff to pond and evaporate or infiltrate in multiple areas rather than concentrate and cause erosive conditions parallel to the BMP.

Sediment Control Log Functions Erosion Control Moderate Sediment Control Yes Site/Material Management No

SC-2 Sediment Control Log (SCL)

SCL-2 Urban Drainage and Flood Control District November 2015 Urban Storm Drainage Criteria Manual Volume 3

Although sediment control logs initially allow runoff to flow through the BMP, they can quickly become a barrier and should be installed as if they are impermeable.

Design details and notes for sediment control logs are provided in the following details. Sediment logs must be properly installed per the detail to prevent undercutting, bypassing and displacement. When installed on slopes, sediment control logs should be installed along the contours (i.e., perpendicular to flow).

Improper installation can lead to poor performance. Be sure that sediment control logs are properly trenched (if lighter than 8 lb/foot), anchored and tightly jointed.

Maintenance and Removal Be aware that sediment control logs will eventually degrade. Remove accumulated sediment before the depth is one-half the height of the sediment log and repair damage to the sediment log, typically by replacing the damaged section.

Once the upstream area is stabilized, remove and properly dispose of the logs. Areas disturbed beneath the logs may need to be seeded and mulched. Sediment control logs that are biodegradable may occasionally be left in place (e.g., when logs are used in conjunction with erosion control blankets as permanent slope breaks). However, removal of sediment control logs after final stabilization is typically appropriate when used in perimeter control, inlet protection and check dam applications. Compost from compost sediment control logs may be spread over the area and seeded as long as this does not cover newly established vegetation.

November 2015 Urban Drainage and Flood Control District SCL-3 Urban Storm Drainage Criteria Manual Volume 3

SCL-4 Urban Drainage and Flood Control District November 2015

November 2015 Urban Drainage and Flood Control District SCL-5

SCL-6 Urban Drainage and Flood Control District November 2015

99.95

LAYOUT TRAIL FLARE AT

DIRECTION OF BC PROJECT

MANAGER

NIWOT LOOP

TRAILHEAD

MATCH LINE AND GRADE OF EX.

CRUSHER FINE TRAIL (ASSUMED 102.25)

8.2%

GRADE BREAKS

5% 8.

GRADE

BREAK

2%

EXISTING

BRIDGE #1

(WS 1811)

2%

RIPRAP AT

SWALE OUTFALL,

2'x4'

4" SWALE FOR 10'

99.75

97.13

B ou lder and L ef t H and D i t c h

THICKENED EDGE AT BRIDGE 1 5

D1

CONCRETE TRANSITION AT

CRUSHER FINE TRAIL

D1

NIWOT RECYCLING

DROP OFF AREA

MATCH LINE AND GRADE OF

EX. CRUSHER FINE TRAIL

CONCRETE TRANSITION

AT CRUSHER FINE TRAIL

D1

CONCRETE TRAIL

34 SY

D1

CONCRETE

TRAIL, 29 SY

D1

D1

HAUL ROUTE

HAUL RO

UTE

EX. REFUSE CONTAINERS,

PROTECT IN PLACE

TO

79TH

STR

EET

EX. TRAILS TO

REMAIN, TYP.

PLACE COMPOST ON SIDES OF TRAIL; RAKE

EDGES TO ENSURE POSITIVE DRAINAGE

AND FEATHER TO EXISTING GRADE , TYP.

Niwot Loop - Concrete Bridge Approaches Bridge 1: Boulder & Left Hand Ditch

May 1, 2026 Boulder County Parks & Open Space 5201 St. Vrain Road Longmont, CO 80503

Phone: (303) 678-6200 Fax: (303) 678-6180 www.BoulderCounty.gov

C:\Users\molson\OneDrive - Boulder County\DESIGN PM\Niwot Trails\Niwot Concrete Approaches 2026\concrete trails.dwg

NORTH

0 2010

Scale: 1" = 20'

1. LAYOUT TRAIL WITH BOULDER COUNTY PROJECT MANAGER, ALIGN PROPOSED

TRAIL WITH EX. CRUSHER FINES TRAIL.

2. REMOVE AND DISPOSE OF EX. CRUSHER FINES WHERE CONCRETE TRAIL IS TO BE

PLACED.

3. PROTECT IN PLACE EXISTING BRIDGE, SIGNS AND TRAILS TO REMAIN.

4. ALL TRAILHEAD INFRASTRUCTURE TO REMAIN, INCLUDING, BUT NOT LIMITED TO,

FENCING, CURBING, PAVING, ISLANDS AND REFUSE CONTAINERS, PROTECT IN

PLACE.

5. NIWOT RECYCLING DROP OFF AREA AND ACCESS TO 79TH STREET TO REMAIN

OPEN TO THE PUBLIC DURING CONSTRUCTION. LAY OUT STAGING AREA AT THE

DIRECTION OF THE PROJECT MANAGER.

LEGEND

NOTES

CONSTRUCTION FENCE

SEDIMENT CONTROL LOG

STAGING AREA

CONCRETE WASHOUT

99.9

102.63

2% 2%

R=20'

R =3

2'

MATCH LINE AND GRADE OF EX.

CRUSHER FINE TRAIL,TYP.

EXISTING BRIDGE #2

(WS 1812)

GRADEBREAKS

PLACE COMPOST ON

SIDES OF TRAIL; RAKE EDGES

TO ENSURE POSITIVE

DRAINAGE AND FEATHER TO

EXISTING GRADE , TYP.

8.

1%

2%

2%

2%

CONCRETE TRAIL,

APPROX. 72 SY

CONCRETE TRANSITION

AT CRUSHER FINE TRAIL

THICKENED EDGE AT

BRIDGE 2

D1

D1

TEMPORARY TRAIL

BY OTHERS

EX. TRAILS TO REMAIN, TYP.

D1

B oulder and W hi t er oc k

D i t c h

H

AU

L R

O U

TE

TYP

TO

B

RI

DG

E #1

Niwot Loop - Concrete Bridge Approaches Bridge 2: Boulder & Whiterock Ditch

May 1, 2027 Boulder County Parks & Open Space 5201 St. Vrain Road Longmont, CO 80503

Phone: (303) 678-6200 Fax: (303) 678-6180 www.BoulderCounty.gov

C:\Users\molson\OneDrive - Boulder County\DESIGN PM\Niwot Trails\Niwot Concrete Approaches 2026\concrete trails.dwg

NORTH

0 2010

Scale: 1" = 20'

1. LAYOUT TRAIL WITH BOULDER COUNTY PROJECT MANAGER,

ALIGN PROPOSED TRAIL WITH EX. CRUSHER FINES TRAIL.

2. REMOVE AND DISPOSE OF EX. CRUSHER FINES WHERE

CONCRETE TRAIL IS TO BE PLACED.

3. PROTECT IN PLACE EXISTING BRIDGE, SIGNS AND TRAILS TO

REMAIN.

LEGEND

NOTES

CONSTRUCTION FENCE

SEDIMENT CONTROL LOG

STAGING AREA

CONCRETE WASHOUT

8' T

YP

5' 5'

100'

'-7

111'-10"

121'

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Attachment D

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ATTACHMENT E: CDOT CLASS (B) SPECIFICATIONS

NIWOT LOOP - CONCRETE BRIDGE APPROACHES

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