Robertson-Way-Bridge-Alignment-D-ROW-AREAS.pdf
PDF 118 KB Posted
- Solicitation number
- RFP #25074
- Issued by
- Greenville County, South Carolina
About this file
The document is a right-of-way (R/W) area measurements plan for the Robertson Way Bridge Replacement project in Greenville County, South Carolina. The engineering plan, designated as Road Alignment "D", details the land acquisition and relinquishment requirements for the bridge replacement project, specifically showing parcels owned by Phil Turner, Scott Turner, and Morris Turner along Robertson Way, Mosteller Road, and Jackson Grove Road. The plan includes precise measurements of right-of-way areas to be obtained (0.151 Ac) and relinquished (0.033 Ac), with detailed survey information, property parcel numbers, and offset points from road centerlines.
The plan is part of a larger infrastructure improvement initiative by Greenville County's Engineering & Maintenance Division, which involves replacing the Robertson Way Bridge. The right-of-way measurements are crucial for the project's land procurement phase, indicating careful planning and surveying to ensure proper land access and transfer. The document provides a technical, graphical representation of the proposed road alignment, showing the new bridge's location, surrounding property boundaries, and the specific land areas required for the project's implementation.
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Text version
Road Alignment "D" R/W Area Measurements RW-1Robertson 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
0.151 Ac
0.125 Ac
0.033 Ac
R/W TO BE OBTAINED
R/W TO BE RELINQUISHED
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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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CREEK C/L PER COUNTY GIS
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EXIST. BRIDGE (45' SPAN)
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GRAPHIC SCALE
AutoCAD SHX Text 1 inch = 40 ft.
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NEW R/W LINE (TYP)
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EXIST. PARCEL BOUNDARY PER COUNTY GIS
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EDGE OF ROADWAY FROM COUNTY ENGINEERING SURVEY
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ROAD C.L. FROM COUNTY ENGINEERING SURVEY
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36' PRESCRIBED R/W LINE BASED ON ROAD C.L. FROM COUNTY ENGINEERING SURVEY
AutoCAD SHX Text THIS POINT OFFSET 18' FROM POINT AT ROAD C.L. LOCATED 140' NORTH OF MIDDLE OF NEW BRIDGE
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NEW BRIDGE (60' SPAN)
AutoCAD SHX Text THIS POINT OFFSET 25' FROM POINT AT ROAD C.L. LOCATED 140' NORTH OF MIDDLE OF NEW BRIDGE
AutoCAD SHX Text THIS POINT OFFSET 18' FROM POINT AT ROAD C.L. LOCATED 200' SOUTH OF MIDDLE OF NEW BRIDGE
AutoCAD SHX Text THIS POINT OFFSET 25' FROM POINT AT ROAD C.L. LOCATED 200' SOUTH OF MIDDLE OF NEW BRIDGE
AutoCAD SHX Text THIS POINT OFFSET 25' FROM POINT AT ROAD C.L. LOCATED 100' SOUTH OF MIDDLE OF NEW BRIDGE
AutoCAD SHX Text THIS POINT OFFSET 50' FROM POINT AT ROAD C.L. LOCATED 100' SOUTH OF MIDDLE OF NEW BRIDGE
AutoCAD SHX Text THIS POINT OFFSET 25' FROM POINT AT ROAD C.L. LOCATED 50' NORTH OF MIDDLE OF NEW BRIDGE
AutoCAD SHX Text THIS POINT OFFSET 50' FROM POINT AT ROAD C.L. LOCATED 50' NORTH OF MIDDLE OF NEW BRIDGE
AutoCAD SHX Text THIS POINT OFFSET 50' FROM POINT AT ROAD C.L. LOCATED 34' SOUTH OF MIDDLE OF NEW BRIDGE
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THIS CURVE OFFSET 50' FROM ROAD C.L.
AutoCAD SHX Text THIS POINT OFFSET 25' FROM POINT AT ROAD C.L. LOCATED 50' SOUTH OF MIDDLE OF NEW BRIDGE
AutoCAD SHX Text THIS POINT OFFSET 50' FROM POINT AT ROAD C.L. LOCATED 50' SOUTH OF MIDDLE OF NEW BRIDGE
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THIS CURVE OFFSET 25' FROM ROAD C.L.
AutoCAD SHX Text THIS POINT OFFSET 25' FROM POINT AT ROAD C.L. LOCATED 130.3' SOUTH OF MIDDLE OF NEW BRIDGE
AutoCAD SHX Text THIS POINT OFFSET 50' FROM POINT AT ROAD C.L. LOCATED 13.93' NORTH OF MIDDLE OF NEW BRIDGE
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THIS CURVE OFFSET 25' FROM ROAD C.L.
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OBTAIN FROM TURNER FARM SERVICES, INC.
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OBTAIN FROM PHIL TURNER
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RELINQUISH TO MORRIS TURNER
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NEW R/W LINE (TYP)
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CREEK C/L PER COUNTY GIS
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36' PRESCRIBED R/W LINE BASED ON ROAD C.L. FROM COUNTY ENGINEERING SURVEY
AutoCAD SHX Text DRAWING NOTES: 1) THIS DRAWING IS AN ENGINEERING PLAN ONLY AND IS NOT TO BE CONSTRUED AS A PARCEL SURVEY OR BOUNDARY PLAT TO BE USED FOR LEGAL PURPOSES. 2) COUNTY ENGINEERING DEPARTMENT FILES FOR ROBERTSON WAY (COUNTY ROAD #L-339) INDICATE A PRESCRIBED R/W WIDTH OF 36' TOTAL. 3) THE EXISTING PRESCRIBED R/W LINE(S) SHOWN ON THIS PLAN ARE BASED SOLELY ON CENTERLINE DATA FOR THE EXISTING ROAD ALIGNMENT FROM AN ENGINEERING SURVEY FROM AN ENGINEERING SURVEY PERFORMED BY COUNTY STAFF IN JUNE 2024. 4) THE NEW R/W LINE(S) ARE BASED ON THE DESIGN ROAD C.L. FOR PROPOSED ALIGNMENT "D".
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GRAPHIC SCALE
AutoCAD SHX Text 1 inch = 30 ft.
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PROPOSED ROAD ALIGNMENT "D"
File details come from the government source that posted it. Updated .