2025_NTMP_-_Depew_26th_to_28th_Speed_Hump.pdf

PDF 4 MB Posted

Attached to
2026 Residential Concrete Project
Solicitation number
26-31
Issued by
Jefferson County, Weston CDP, Colorado

About this file

This is a technical design document for a traffic calming project prepared by the City of Wheat Ridge, Colorado's Department of Public Works Engineering Division. The project, part of the 2025 Neighborhood Traffic Management Program (NTMP), involves the installation of speed humps on Depew Street between 26th and 28th Avenues. The scope of work includes constructing colored concrete speed humps built to City of Wheat Ridge Detail C-F02 specifications, installing advance warning pavement markings, and placing speed hump advisory signs with 15 mph speed limit signs at designated locations along the corridor. The design documents specify that speed humps shall be constructed with Davis Tile Red colored concrete featuring an English slate stamped pattern, with widths varying from 27 to 33 feet depending on location and available clearances. Advance warning markings are to be installed using white thermoplastic Type I paint in accordance with Colorado Department of Transportation guidelines and the Manual on Uniform Traffic Control Devices standards.

The technical specifications detail construction requirements including subgrade compaction, epoxy-coated rebar reinforcement at two-foot centers, sawcut and seal joints at four-foot six-inch spacing, and tooled joints at two-foot and two-foot three-inch spacing. The speed humps are designed with 1:12 side slopes and include specific pavement marking patterns positioned 100 feet in advance of each hump. The document references detail code C-F02 for speed hump construction and detail code S-M01 for advance warning markings, with approval dates of January 2019 and December 24, 2024 respectively. The project is associated with a broader 2026 Residential Concrete Project identified by the City of Wheat Ridge for removal and replacement of concrete infrastructure, primarily residential sidewalks within Improvement Zone 3, with additional work planned outside the shown improvement area.

View the file

Other files

Show all 22

On GovTribe

Work with this file

  • Download the original file
  • Contacts named in this file
  • Similar government files
  • Ask GovTribe AI about this file

Text version

NTMP 2025 - Depew St - 26th to 28th

AutoCAD SHX Text

DEPEW ST

AutoCAD SHX Text 27th AVE

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 28th AVE

AutoCAD SHX Text

INSTALL SIGN#1 - SPEED HUMP WITH ADVISORY SPEED SIGN SEE SHEET 2

AutoCAD SHX Text

INSTALL SIGN#1 - SPEED HUMP WITH ADVISORY SPEED SIGN SEE SHEET 2

AutoCAD SHX Text

AutoCAD SHX Text INSTALL ADVANCE WARNING MARKINGS ON EXISTING SPEED HUMPS USING DETAIL S-M01 SEE SHEET 2

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

DATE

AutoCAD SHX Text

NO.

AutoCAD SHX Text J:\PW DEPT PROGRAMS\NTMP PROGRAM\2025 NTMP Segments_working only\Depew - 26th to 28th\2025 NTMP - Depew 26th to 28th Speed Hump.dwg

AutoCAD SHX Text

SCALE: 1"=70'

AutoCAD SHX Text 7/16/25

AutoCAD SHX Text

AutoCAD SHX Text 11/14/25

AutoCAD SHX Text

1(2)

SAWCUT AND SEAL JOINTS

3" DEEP @ 4'-6" O.C.

CROWN NOTE:

TO GRADE BREAK @ CROWN

OF STREET

TOOLED JOINTS

1" DEEP @ 2'-0"

O.C. N-S & 2'-3"

O.C. E-W

A COLORED CONCRETE

(DAVIS TILE RED) WITH

STAMPED PATTERN

(ENGLISH SLATE)

1:12 1:12

SLOPE SLOPE

13'-6"* 13'-6"* 3' 27'*

33'*

PLAN VIEW

A

NOTES:

1. *SPEED HUMP WIDTHS MAY VARY DEPENDING ON LOCATION OF INSTALL

AND AVAILABLE CLEARANCES

A. SPEED HUMP SHALL EXTEND TO EDGE OF PAVEMENT OR LIP OF

GUTTER PAN

2. SEE PLANS FOR LOCATIONS.

3" 3'

14'

8' 3' 10"

SUBGRADE COMPACTED TO MINIMUM

DENSITY PER SOIL CLASSIFICATION,

CDOT SECTION 203.07.

#4 GR 60 EPOXY COATED

REBAR 30" LONG @ 2'-0" OC

CENTER PORTION TO BE

COLORED CONCRETE, DAVIS

TILE RED.

SECTION A-A

DETAIL

CODE

C-F02 SPEED HUMP

DEPARTMENT OF PUBLIC WORKS

ENGINEERING DIVISION APPROVED BY: SN APPROVE DATE 1/2019

C

3'

3'

8'

3'

NTMP 2025 - Depew St - 26th to 28th

SPEED HUMP BUILT PER

CITY OF WHEAT RIDGE DETAIL

"C-F02 SPEED HUMP"

2.00'

8.00'

NOTES:

1. SPEED HUMPS SHALL BE INSTALLED PER CITY OF WHEAT RIDGE

DETAIL "C-F02 SPEED HUMP".

6.00'

2. ADVANCE WARNING MARKINGS SHALL BE CENTERED IN THE LANE

OF TRAVEL PRECEDING THE SPEED HUMP.

3. ADVANCE WARNING MARKINGS SHALL BE COMPLETED USING

WHITE THERMOPLASTIC "TYPE I" PAINT IN ACCORDANCE WITH

COLORADO DEPARTMENT OF TRANSPORTATION (CDOT)

GUIDELINES STANDARDS AND SPECIFICATIONS SECTION 627 AND

CDOT PAVEMENT MARKING PRACTICE GUIDE.

4. REFERENCES:

a. MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) 11th

EDITION SECTION 3B-30

b. ITE GUIDELINES FOR THE DESIGN AND APPLICATION OF SPEED

HUMPS AND SPEED TABLES

4.00'

100.00'

16.00'

3.00'

18.00'

14.00'

12.00'

5.00'

10.00' 7.00'

8.00'

12" WHITE PAVEMENT

MARKINGS (SEE NOTE 3)

2.00'

20.00'

1.00'

S-M01 - ADVANCE WARNING

MARKINGS FOR SPEED HUMPS

DETAIL

CODE

ENGINEERING

APPROVED BY: REM

APPROVED DATE: 12/24

S-M01

AutoCAD SHX Text

SPEED HUMP

AutoCAD SHX Text

AutoCAD SHX Text M.P.H.

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text MODIFIED W17-1. MODIFIED TO READ "SPEED HUMP" (30"x30")

AutoCAD SHX Text W13-1P "15 MPH" (18"x18")

AutoCAD SHX Text

SIGN#1

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

DATE

AutoCAD SHX Text

NO.

AutoCAD SHX Text J:\PW DEPT PROGRAMS\NTMP PROGRAM\2025 NTMP Segments_working only\Depew - 26th to 28th\2025 NTMP - Depew 26th to 28th Speed Hump.dwg

AutoCAD SHX Text 11/14/25

AutoCAD SHX Text

AutoCAD SHX Text 2(2)

AutoCAD SHX Text 7/16/25

2025 NTMP - Depew 26th to 28th Speed Hump - 1
Layout1-1
2025 NTMP - Depew 26th to 28th Speed Hump - 2
2

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