2-TraverseRetainingWall Plans West Wall 26.07.16.pdf
PDF 2 MB Posted
- Solicitation number
- MP26045-Stage II
- Issued by
- Utah
About this file
This is an engineering plan document prepared by Draper City Engineering Division for the Traverse Ridge Retaining Wall Repair Project, specifically detailing the west wall restoration work. The project involves selective demolition and reconstruction of a deteriorated retaining wall located within Draper City limits. Demolition activities include removal of two sections of Jersey barrier (approximately 20 feet each) to access the wall, removal of the top 2-3 courses of deteriorated or damaged concrete block, removal of existing concrete waterway, and clearing and grubbing of vegetation within the right-of-way. Construction activities include replacement of the removed block courses, installation of a new concrete waterway with 0.5% drainage grade away from the wall, application of surface sealant to the entire exposed face of the retaining wall, and reinstallation of Jersey barrier sections. The plan is drawn at 1 inch equals 30 feet (or 1 inch equals 60 feet on 11x17 sheets) and includes a waterway detail specification.
The contractor is responsible for contacting Blue Stakes for utility location marking prior to commencing any demolition or construction work, as numerous utilities exist within project limits. The design notes that existing utilities may not be shown on all drawings and that utility companies bear responsibility for identifying and relocating conflicts with the proposed design. All existing improvements, including curb and gutter, must be protected during asphalt removal. The project engineer retains authority over specific demolition scope based on inspection findings, particularly regarding the number of block courses requiring removal and replacement. This document serves as a technical exhibit for the associated water line replacement project under invitation to bid with a construction cost estimate of $10,200,000.
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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
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DEMOLITION NOTES:
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AutoCAD SHX Text 1 inch = 30 ft. (24x36)
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( IN FEET )
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GRAPHIC SCALE
AutoCAD SHX Text 1 inch = 60 ft. (11x17)
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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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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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