Robertson-Way-Alignment-D-Concept-Plan.pdf

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Attached to
Robertson Way Bridge Replacement Wetlands Evaluation and Permitting Services
Solicitation number
RFP #25074
Issued by
Greenville County, South Carolina

About this file

Written by GovTribe AI ·

The documents comprise an engineering design package for the Robertson Way Bridge Replacement project by Greenville County Engineering & Maintenance Division in South Carolina, specifically focusing on Road Alignment "D" detailed design plans. The file includes an earthwork volume report (VOL-1), a plan and profile sheet (SD-4), and three roadway cross-section sheets (XS-10, XS-11, XS-12) covering detailed technical specifications for bridge replacement. The volume report indicates a net fill volume of 1,414 cubic yards, with a total borrow amount of 2,033 cubic yards after applying a shrinkage factor of 0.80 and adding a 15% contingency.

The design documents provide extensive technical details about the proposed bridge replacement, including precise elevation measurements, proposed road alignment, and specific grading instructions. A notable grading note on the XS-12 sheet indicates that at stations 4+75 through 5+50, the existing slope on the left side must be preserved, requiring contractors to disregard the cut slopes shown. The project involves multiple property parcels, including properties on Robertson Way, Mosteller Road, and Jackson Grove Road, with parcel numbers and owner information documented on the plan and profile sheet. The engineering survey was performed in June 2024, and the drawings are marked as preliminary and for review only.

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Other files

File Type Posted
Robertson_Way_Bridge_Replacement_Wetlands_Evaluation_and_Permitting_Services.pdf PDF
Robertson-Way-Bridge-Alignment-D-ROW-AREAS.pdf PDF
Robertson-Way-USGS-Map.pdf PDF
Robertson-Way-Google-Street-View.pdf PDF
COG_Sub_W9_.pdf PDF
Environmental_Permitting_RFP.docx DOCX document
Sample_Services_Agreement.pdf PDF

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Road Alignment "D" Earthwork Volume Report VOL-1Robertson Way

Bridge Replacement

Note: The volume report above shows a net volume = 1414 CY (Fill). Using a shrinkage factor of 0.80, the total borrow amount needed is 1414 x 1.25 = 1768 CY.

Adding a contingency of 15% results in 1768 x 1.15 = 2033 CY.

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SHEET NO.

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SHEET NAME

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PROJECT NAME

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REVISIONS

AutoCAD SHX Text THIS DRAWING IS THE PROPERTY OF GREENVILLE COUNTY AND SHALL NOT BE COPIED OR ALTERED WITHOUT THE PERMISSION OF THE ENGINEERING & MAINTENANCE DIVISION.

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PRINTED:

AutoCAD SHX Text 7/10/2024

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PRELIMINARY FOR REVIEW ONLY

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Road Alignment "D" Plan & Profile SD-4Robertson Way

Bridge Replacement

#9 Mosteller Rd.

N/F Phil Turner

#0499010100320

#500 Robertson Way N/F Ben Mallard

#0499010100309 #9A Mosteller Rd N/F Scott Turner #0499010100319

#424 Robertson Way N/F Morris Turner #0499010100313

#874 Jackson Grove Rd.

N/F Turner Farm Services, Inc.

#0499010100106

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SHEET NO.

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SHEET NAME

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PROJECT NAME

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REVISIONS

AutoCAD SHX Text THIS DRAWING IS THE PROPERTY OF GREENVILLE COUNTY AND SHALL NOT BE COPIED OR ALTERED WITHOUT THE PERMISSION OF THE ENGINEERING & MAINTENANCE DIVISION.

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PRINTED:

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PRELIMINARY FOR REVIEW ONLY

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NEW BRIDGE DECK=±938.0

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EXIST. BRIDGE DECK=±935.1

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NEW BRIDGE (60' SPAN)

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EXIST. BRIDGE (40' SPAN)

AutoCAD SHX Text DRAWING NOTES: 1) ENGINEERING SURVEY PERFORMED IN JUNE 2024. 2) ELEVATIONS BASED ON NAVD 88 OBTAINED FROM GNSS OBSERVATIONS USING GEOID18. 3) COORDINATES ARE STATE PLANE (3900 SC). 4) ADJUSTMENTS TO ROAD PROFILE AND BRIDGE DECK ELEVATIONS ARE CONTINGENT UPON HYDRAULIC ANALYSES.

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FEMA 100-YR FLOOD BOUNDARY (TYP)

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NOTE: SEE SHEETS XS-10, XS-11, AND XS-12 FOR ROADWAY CROSS SECTIONS.

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NEW R/W LINE (PROPOSED)

EXIST. 36' PRESCRIPTIVE R/W (TYP)

Roadway Cross Sections Alignment "D" XS-10Robertson Way

Bridge Replacement

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SHEET NO.

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SHEET NAME

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PROJECT NAME

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REVISIONS

AutoCAD SHX Text THIS DRAWING IS THE PROPERTY OF GREENVILLE COUNTY AND SHALL NOT BE COPIED OR ALTERED WITHOUT THE PERMISSION OF THE ENGINEERING & MAINTENANCE DIVISION.

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PRINTED:

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Alignment "D" XS-11Robertson Way

Bridge Replacement

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SHEET NO.

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SHEET NAME

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PROJECT NAME

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REVISIONS

AutoCAD SHX Text THIS DRAWING IS THE PROPERTY OF GREENVILLE COUNTY AND SHALL NOT BE COPIED OR ALTERED WITHOUT THE PERMISSION OF THE ENGINEERING & MAINTENANCE DIVISION.

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PRINTED:

AutoCAD SHX Text 7/10/2024

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PRELIMINARY FOR REVIEW ONLY

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Alignment "D" XS-12Robertson Way

Bridge Replacement

*GRADING NOTE: At stations 4+75 through 5+50, the existing slope on the left side is to be preserved, therefore DISREGARD THE CUT

SLOPES SHOWN.

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SHEET NO.

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SHEET NAME

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PROJECT NAME

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REVISIONS

AutoCAD SHX Text THIS DRAWING IS THE PROPERTY OF GREENVILLE COUNTY AND SHALL NOT BE COPIED OR ALTERED WITHOUT THE PERMISSION OF THE ENGINEERING & MAINTENANCE DIVISION.

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PRINTED:

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SEE GRADING NOTE BELOW

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SEE GRADING NOTE BELOW

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SEE GRADING NOTE BELOW

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SEE GRADING NOTE BELOW

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RE-ESTABLISH DITCH AFTER COMPACTING

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RE-ESTABLISH DITCH AFTER COMPACTING

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RE-ESTABLISH DITCH AFTER COMPACTING

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Sheets and Views
VOL-1
SD-4
XS-10
XS-11
XS-12

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