8-retaining wall 36 inch.pdf

PDF 26 KB Posted

Attached to
2026 Storm Drain Projects State and local contract opportunity
Solicitation number
Not on record
Issued by
Utah

About this file

This is a technical specification document for a standard 36-inch reinforced concrete retaining wall, prepared by or for the City of Bountiful, Utah, in connection with a broader construction contract for the replacement and new construction of sidewalk, curb and gutter, and storm drain facilities at random locations throughout Bountiful City. The specification details the wall's structural design, including dimensions of 36 inches in height with an 8-inch base thickness that varies, a standard 4-foot width, and a 3-inch chamfered top edge on both sides. The wall requires a 3-inch thick untreated base course with gravel fill, #4 reinforcement bars spaced at 18 inches on center with 3 inches of concrete cover, and a rubbed finish on all exposed concrete surfaces.

Material requirements specify that each linear foot of wall must contain 0.125 cubic yards of concrete and 6.6 pounds of reinforced steel. This standard design serves as a template for multiple retaining wall installations throughout the City of Bountiful's sidewalk, curb, gutter, and storm drain replacement and new construction project. No specific contract award dates, response deadlines, pricing information, set-aside designations, or incumbent vendor details are provided in this technical specification document. The retaining wall specification functions as a construction standard to ensure consistent quality and material performance across the broader citywide infrastructure improvement initiative.

View the file

Other files for this state and local contract opportunity

Other files attached to 2026 Storm Drain Projects, newest first.
File Type Posted
1-NOTICE TO CONTRACTORS 2026 SD Projects.pdf PDF
3-Bountiful Landfill Retention Pond Sheet Set.pdf PDF
2-2026 Storm Drain Projects Bid Package.pdf PDF
4-2026 Storm Drain Projects Bid Set.pdf PDF
8-2026 Water Line Projects Bid Set.pdf PDF
3-2009 NEW water service.pdf PDF
2-2009 2 IN water service.pdf PDF
7-2009 TRANSFER water service.pdf PDF
1-2026 Water Line Projects Bid Package.pdf PDF
9-NOTICE TO CONTRACTORS 2026 WL Projects.pdf PDF
5-2020 Water Standard Trench Detail.pdf PDF
4-PRV 2017.pdf PDF
6-2020 Fire Hydrant Installation.pdf PDF
4-4 Bountiful Trail MasterPlan Map large Mar2025 With Trail Names.pdf PDF
1-1 NOTICE TO CONTRACTORS - 2026 Big Rock Hiking.pdf PDF
6-6 USFS Trail Design Parameters Hiking.pdf PDF
7-Reference A Bountiful Trails NEPA Botanical Survey CCF 2025.pdf PDF
2-2 2026 Holbrook Trails Construction Project Bid Doc.pdf PDF
7-7 Forest Service Standard Trail Plans, annotated for Davis County.pdf PDF
8-Reference A Weed Management Plan 06.15.22.pdf PDF
9-Big Rock Trail flagged.txt TXT text file
1-1 NOTICE TO CONTRACTORS - 2026 Holbrook Trails Construction Project.pdf PDF
8-Holbrook Trails flagged.txt TXT text file
5-5 2026 Holbrook USFS Trail Design Parameters.pdf PDF
3-3 2026 Holbrook Trails Project Plans.pdf PDF
6-6 2026 Holbrook Forest Service Standard Trail Plans, annotated for Davis County.pdf PDF
4-4 Bountiful Trail Design 210830v1.1 NEPA LR.pdf PDF
3-3 Big Rock Hiking Trail Plans.pdf PDF
5-5 USFS Decision Memo Bountiful Trails - UWC DecisionMemo Final signed.pdf PDF
2-2 2026 Big Rock Hiking Trail Project Bid Document.pdf PDF
3-NOTICE TO CONTRACTORS - 2026 Misc Concrete.pdf PDF
5-Type B Drive Approach 8-2017.pdf PDF
4-retaining wall 20 inch.pdf PDF
2-Dipstone outlet gutter transition.pdf PDF
7-Type A Drive Approach 8-2017.pdf PDF
1-2026 Misc. Concrete Bid Documents.pdf PDF
9-Type C Drive Approach 8-2017.pdf PDF
6-Type D Drive Approach 8-2017.pdf PDF
10-Type E Drive Approach 8-2017.pdf PDF
Show all 39

On GovTribe

Work with this file on GovTribe

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

Text version

BOUNTIFUL STANDARD

36" REINFORCED CONCRETE

RETAINING WALL

36"

8"

8"4' - 0"

VARIES

4"

24"

3"

VARIES

STANDARD WALK

3" THICK

UNTREATED

BASE COURSE

1" MAX REQ'D

GRAVEL FILL

#4 BARS

@ 18" OCBW

3" COVER TYP

CHAMFER WALLS 3/4X3/4

ON BOTH SIDES OF TOP

AS SHOWN

NOTES:

1 ALL EXPOSED CONCRETE

TO HAVE RUBBED FINISH.

2 WALL TO CONTAIN 0.125 CUBIC YARDS

OF CONCRETE PER FOOT AND

6.6 LBS OF REINFORCED STEEL PER FOOT.

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