2-TraverseRetainingWall Plans West Wall 26.07.16.pdf
PDF 2 MB Posted
- Attached to
- Traverse Ridge Retaining Wall Repair
- Solicitation number
- CIP 26-13
- Issued by
- Salt Lake County, Utah
About this file
This is an engineering plan document for the Traverse Ridge Retaining Wall Repair Project prepared by Draper City Engineering Division, showing detailed construction plans for the west wall repair. The project scope includes removal of two sections of Jersey barrier (approximately 20 feet each), demolition of the top 2-3 courses of deteriorated or damaged concrete blocks, removal of existing concrete waterway, and preservation of existing utility boxes and poles. Construction work involves replacement of the removed block courses, installation of a new concrete waterway maintaining a minimum 0.5% drainage grade away from the wall, application of surface sealant to the entire exposed retaining wall face, and reinstatement of Jersey barrier sections. The project engineer is Dillon J. Bliler (#12478951), with Eric Lundell listed as reviewer. The plan uses a graphic scale of 1 inch equals 30 feet for 24x36 sheets and 1 inch equals 60 feet for 11x17 sheets and includes a waterway detail specification (24 inches width, 5 inches depth, 0.5 inches top clearance). All contractors must contact Blue Stakes for utility location marking prior to commencing any demolition or construction work and are responsible for removing and disposing of all vegetation, trees, stumps, and roots within the right-of-way while protecting in-place existing improvements and exercising care not to damage existing curb and gutter during asphalt removal.
The plan document does not contain specific pricing information, contract terms, insurance requirements, or bid submission details, as these elements are addressed in the separate invitation for bid document. The engineering plans serve as technical specifications that bidders must reference when preparing their proposals for submission through the Utah Public Procurement Place (U3P) by the July 30, 2026 deadline at 2:00 p.m.
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| 2-Vendor Prerequisites - RFP Agency.pdf | ||
| 5-Attachment C Evaluator Score Sheet.xls | XLS spreadsheet | |
| 3-Attachment A Terms and Conditions.docx | DOCX document | |
| 1-Claim of Business Confidentiality Updated.pdf.pdf | ||
| 4-TraverseRetainingWall Plans East Wall 26.07.17.pdf | ||
| 3-TraverseRetainingWall Specs 26.07.16.pdf | ||
| 4-Attachment B Scope of Work.docx | DOCX document | |
| 1-TraverseRetainingWall Contract Docs 26.07.16.pdf |
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Text version
DRAPER CITY
ENGINEERING DIVISION
DRAPER CITY
0 1 BAR SCALE MEASURES 1" ON FULL
SIZE SHEETS ADJUST ACCORDINGLY
FOR REDUCED SIZE SHEETS
Dillon J.
Bliler
#12478951
TRAVERSE RIDGE RETAINING
WALL REPAIR PROJECT
WEST WALL EXHIBIT
WEST
1 1
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DEMOLITION NOTES:
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( IN FEET )
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GRAPHIC SCALE
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REVIEWED
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DESIGNER/CAD
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APPROVAL
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PROJECT NO
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CONSULTANT INFORMATION:
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SHEET NO.
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TITLE OF DRAWING:
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PROJECT NAME:
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PLAN NO.
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ISSUE
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DATE
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NO
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REV. BY
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REVISION
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%%UBENCHMARK:
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%%UBASIS OF BEARING:
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VERTICAL SCALE:
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HORIZONTAL SCALE:
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OF
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1020 E. PIONEER RD. DRAPER, UTAH 84020 801-576-6536
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GENERAL NOTES:
AutoCAD SHX Text CONTRACTOR SHALL CONTACT BLUE STAKES FOR UTILITY LOCATION MARKING. IT IS THE CONTRACTORS RESPONSIBILITY TO HAVE ALL UTILITIES LOCATED AND MARKED PRIOR TO STARTING ANY DEMOLITION OR CONSTRUCTION WORK. CONTRACTOR SHALL REMOVE AND DISPOSE OF ALL VEGETATION, TREES, STUMPS, AND ROOTS WITHIN RIGHT-OF-WAY. CONTRACTOR SHALL NOT REMOVE ANY TREES WITHIN TEMPORARY CONSTRUCTION EASEMENT UNLESS SPECIFIED BY PROJECT ENGINEER. PROTECT-IN-PLACE ALL EXISTING IMPROVEMENTS. CONTRACTOR SHALL TAKE CARE TO NOT DAMAGE EXISTING CURB & GUTTER WHEN REMOVING ASPHALT. THERE ARE NUMEROUS UTILITIES WITHIN PROJECT LIMITS. EFFORTS HAVE BEEN TAKEN TO LOCATE ALL EXISTING UTILITIES. HOWEVER, SOME EXISTING UTILITIES MAY NOT BE SHOWN ON DRAWINGS. IT IS THE RESPONSIBILITY OF THE UTILITY COMPANIES TO IDENTIFY AND RELOCATE ALL EXISTING UTILITIES THAT MAY BE IN CONFLICT WITH THE PROPOSED DESIGN.
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AutoCAD SHX Text REMOVE 2 SECTIONS OF JERSEY BARRIER TO ACCESS AND REPAIR WALL, APPROXIMATELY 20 FT EACH SECTION. DEPENDING ON INSPECTION AND THE ENGINEER'S DIRECTION, REMOVE TOP 2-3 COURSES OF DETERIORATED OR DAMAGED BLOCK IN PREPARATION FOR REPLACEMENT. REMOVE EXISTING CONCRETE WATERWAY. PRESERVE AND PROTECT EXISTING UTILITY BOXES AND POLES
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CONCRETE DEMO
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WATERWAY CONSTRUCTION
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DEMOLITION PLAN VIEW
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CONSTRUCTION PLAN VIEW
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CONSTRUCTION NOTES:
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AutoCAD SHX Text REPLACE TOP 2-3 COURSES OF BLOCKS (TO REPLACE THOSE WHICH WERE REMOVED AS PART OF THE DEMOLITION). INSTALL CONCRETE WATERWAY PER DETAIL TO THE LEFT. WATERWAY TO MAINTAIN AT LEAST A 0.5% DRAINAGE GRADE AWAY FROM THE WALL. APPLY SURFACE SEALANT TO ENTIRE EXPOSED FACE OF RETAINING WALL RETURN THE SECTIONS OF JERSEY BARRIER IN FRONT OF THE WALL
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CLEARING AND GRUBBING / REVEGETATION AREA
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WATERWAY DETAIL (N.T.S)
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| Sheets and Views |
| WEST-DONOTDELETE |
File details come from the government source that posted it. Updated .