4-Attachment D Plans 21798 Bike Lane Plans Rev 1 9-04-25.pdf

PDF 1 MB Posted

Attached to
UDOT Bike Lane striping and signage
Solicitation number
UDOT260199CN
Issued by
Utah

About this file

This is a bike lane construction plans document prepared by the Utah Department of Transportation (UDOT) for Project 21798, which involves striping and signage work on SR-190 (Big Cottonwood Canyon Road) at Fort Union Boulevard in the Salt Lake City area. The project encompasses removal of existing turn lane curbing, repaving of roadway sections beneath the removed curbing, removal and replacement of plowable end sections, removal and reinstallation of existing sign posts and bases, removal and replacement of signage, and installation of new green bike lane striping and sharrows. The scope includes pavement markings with specific line types (solid white lines, dotted white lines, solid yellow lines), preformed thermoplastic pavement messages featuring bike arrows and biker symbols, green-colored modified microsealing asphalt (MMA) for bike guidance areas, and signage modifications including new bicycle crossing signs and wayfinding markers. The project must be completed by May 21, 2026, with a mandatory virtual pre-bid meeting scheduled for Thursday, March 26, 2026, at 1:00 p.m. via Google Meet.

The plans detail specific construction specifications including removal of Type B5 concrete curbing from station 102+47.07 to 103+27.00, installation of flexible delineator posts, pavement grinding for grooved-in markings, and thermoplastic application for continuous pavement markings. The roadway section requires 12 inches of roadway excavation, 6 inches of granular borrow base course, geotextile separation material, and 7 inches of HMA (hot mix asphalt) pavement reconstruction. Detailed plans indicate precise station locations, right-turn offsets, and curve data for proper alignment and installation. The drawings include cross-sectional details, pavement marking specifications, bike box configurations, and bike guidance detail placements at multiple locations along the project corridor to ensure safe bicycle lane navigation through intersections and turning areas.

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UNTREATED BASE COURSE (PLAN QUANTITY) REQ'D (6")

GRANULAR BORROW (PLAN QUANTITY) REQ'D (12")

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ON THE NORTH-EAST MAST ARM.

EXISTING "NO TURN ON RED" BLANKOUT SIGN

COORDINATE THE DETECTION WITH THE

ADJUST RADAR DETECTION FOR THE BIKE BOX.1

NOTES:

ALIGNMENT CURVE DATA

CURVE ID � RADIUS LENGTH TANGENT PI STATION NORTHING EASTING

106+71.89 396232.473 560438.68085.28170.391564.00Δ 06°14'3W-03

396008.505 560446.990 104+47.9276.32152.481394.00Δ 06°16'0W-02

395871.761 560467.164 103+09.7141.1082.191774.00Δ 02°39'1W-01

PAVEMENT CUTTING ANGLE POINTS

POINT STATION TYPE

END PAVEMENT CUTTINGRT 30.69102+47.00D

ANGLE POINTRT 31.00103+27.00C

ANGLE POINTRT 27.00103+26.92B

BEGIN PAVEMENT CUTTINGRT 26.69102+47.07A

OFFSET

24IN X 30IN

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SIGN FACE, POST, AND BASE.

PROTECT-IN-PLACE EXISTING R4-11

Existing sign

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N08°23' 32"W

N02°07'30"W

N08°22' 02"W

MESSAGE REQ'D

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GREEN MMA PLACEMENT DETAIL

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THIS SHEET

SEE BIKE GUIDANCE DETAIL

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8" SWL

6.0 6.0

6.0 6.0

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4" SWL

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0 (WASATCH BLVD)1

100+62.49 RT 26.55

103+15.25 RT 34.79

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BIKE GUIDANCE THROUGH RIGHT TURN TAPER

BIKE BOX PAVEMENT MARKING DETAIL

BIKE LANE PAVEMENT MARKING DETAIL

Slope Barrier – 42 Inch

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(BIKE ARROW)

PAVEMENT MESSAGE (PREFORMED THERMOPLASTIC)

(BIKER)

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PAVEMENT MESSAGE

(RIGHT TURN ARROW)

PAVEMENT MESSAGE (PREFORMED THERMOPLASTIC)

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4" SWL

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Existing Stop Line

(back to back)

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ONE-WAY BICYCLE CROSSING DETAIL

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T /R o a d w a y D e s ig n /2

B ik e L a n e S

M .d g n

S

E P

D R

A W

N B

Y

A P

P R

O V

E D

B Y

A P

P R

O V

E D

SHEET NO.

U T

A H

D E

P A

R T

M E

N T

O F

T R

A N

S P

O R

T A

T

IO

N

D A

T E

R E

V

IS

IO

N

S

R E

M A

R K

S D

A T

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O

C H

E C

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D B

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Q C

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N U

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IN

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N A

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/2

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(3

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SM-01

S U

M M

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B

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A N

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B T

B

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21798_Bike Lane RD-01
21798_Bike Lane DT-01
21798_Bike Lane SM-01
21798_Bike Lane SM-01

File details come from the government source that posted it. Updated .