Skyland-Drive-Paving-FOR-BIDS-REVISED.pdf

PDF 2 MB Posted Aug 10, 2026

Attached to: Specialty Asphalt Paving- N and S Skyland Drive
Solicitation number: IFB #27004
Issued by: Greenville County, South Carolina

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Written by GovTribe AI · Aug 24, 2026

This is an Invitation for Bid (IFB) document issued by Greenville County, South Carolina for specialty asphalt paving services on North and South Skyland Drive under IFB #27004. The project encompasses approximately 2,500 linear feet of one-lane mountainous roadway in northern Greenville County and includes mobilization, removal and disposal of existing asphalt pavement (840 square yards), borrow excavation for shoulder fill (60 cubic yards), installation of asphalt surface course using SCDOT Type C wet mix (381 tons), and permanent grassing of shoulders (850 square yards). A mandatory pre-bid meeting is scheduled for August 6, 2026 at 11:30 a.m. at 205 Lake Drive, Cleveland, SC 29635. Sealed bids are due electronically on August 18, 2026 at 3:00 p.m., with questions due by August 10, 2026 at 2:00 p.m. The County anticipates bid review on August 21, tentative award on August 27, contract negotiations on August 28, and Notice to Proceed issuance on September 8, 2026. Work must commence upon receipt of the Notice to Proceed and be substantially completed within 90 consecutive calendar days.

Pricing must be firm and based on 30-day payment terms. Bidders must submit a 5 percent bid bond prior to bid opening and furnish performance and payment bonds in the amount of the total bid price within 15 working days of award acceptance. General liability insurance of $1 million per occurrence with $2 million general aggregate, automobile liability of $1 million per occurrence, and statutory worker's compensation coverage are required, with the County named as additional insured. All work must comply with the 2025 South Carolina Department of Transportation Standard Specifications for Highway Construction. Liquidated damages are assessed at $150 per day for delay beyond the completion deadline. Bidders must submit three references and complete a County Substitute W-9 form. Evaluation is based on responsiveness (pass/fail) and bid pricing weighted at 99 percent of total score. The steep terrain requires specialized paving equipment, and bidders are required to attend the pre-bid site meeting and review plans closely before bidding.

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Other files

File	Type	Posted
Specialty_Asphalt_Paving-_N_and_S_Skyland_Drive_(Addendum_#1_Revision).pdf	PDF	Aug 10, 2026
Specialty_Asphalt_Paving-_N_and_S_Skyland_Drive.pdf	PDF	Jul 24, 2026
Skyland-Drive-Paving_Plans-FOR-BIDS.pdf	PDF	Jul 23, 2026
Bid_Form-_N_and_S_Skyland_Drive.pdf	PDF	Jul 8, 2026
GC-SP-26_Bid_Tab.xlsx	XLSX spreadsheet	Jul 2, 2026
Sample_Construction_Agreement.pdf	PDF	Jul 2, 2026
COG_Sub_W9_.pdf	PDF	Jul 2, 2026

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Site

Skyland Drive

Cv-1

Paving Project Greenville County Engineering & Maintenance Division

Site

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INDEX OF DRAWINGS

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SHEET NO.

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DESCRIPTION

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COUNT

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AutoCAD SHX Text Cover Sheet

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AutoCAD SHX Text Dt-1

AutoCAD SHX Text Project Notes

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AutoCAD SHX Text Dt-2

AutoCAD SHX Text Erosion Control Notes & Details

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AutoCAD SHX Text Dt-3

AutoCAD SHX Text Typical Road Cross Section

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AutoCAD SHX Text Dm-1

AutoCAD SHX Text Existing Conditions & Demolition Items

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AutoCAD SHX Text Rd-1

AutoCAD SHX Text Overall Road Plan

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AutoCAD SHX Text Prf-1 & 2

AutoCAD SHX Text Roadway Plan & Profile

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TOTAL

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AutoCAD SHX Text Bypass

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TRAVELERS REST

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MAULDIN

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SIMPSONVILLE

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FOUNTAIN INN

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GREER

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CITY OF GREENVILLE

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MARIETTA

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PELZER

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TIGERVILLE

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LAKE LANIER

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PIEDMONT

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GOWENSVILLE

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PRINCETON

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TAYLORS

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CLEVELAND

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POLK COUNTY, NC

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HENDERSON COUNTY, NC

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TRANSYLVANIA COUNTY, NC

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ABBEVILLE COUNTY

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LAURENS COUNTY

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SPARTANBURG COUNTY

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PICKENS COUNTY

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ANDERSON COUNTY

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CLIFFS VALLEY

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NPDES PERMIT INFORMATION

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PROJECT

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DISTURBED

AutoCAD SHX Text Skyland Drive Paving Project

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0.50 Ac.

AutoCAD SHX Text NOTE: THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING EROSION AND SEDIMENT CONTROL BEST MANAGEMENT PRACTICES (BMPs) AS NECESSARY TO PREVENT IMPACT TO PRIVATE PROPERTIES ADJACENT TO THE CONSTRUCTION ZONE. FAILURE TO DO SO MAY RESULT IN ENFORCEMENT ACTION AND/OR FINES BY COUNTY AND/OR OTHER REGULATORY AUTHORITIES.

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SHEET NO.

AutoCAD SHX Text NOTE: ALL WORKMANSHIP AND MATERIALS ON THIS PROJECT SHALL CONFORM WITH SOUTH CAROLINA DEPT. OF TRANSPORTATION STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION, LATEST EDITION, AND BOOK OF STANDARD DRAWINGS FOR ROAD CONSTRUCTION, LATEST EDITION.

AutoCAD SHX Text GREENVILLE COUNTY ENGINEERING DEPARTMENT 301 UNIVERSITY RIDGE, SUITE 3000-S GREENVILLE, SOUTH CAROLINA 29601-3660 OFFICE: (864) 467-7010

AutoCAD SHX Text THE CONTRACTOR MUST CALL 811 AT LEAST 3 DAYS BEFORE DIGGING. THE UTILITIES SHOWN ARE SHOWN FOR THE CONTRACTOR'S CONVENIENCE ONLY. THERE MAY BE OTHER UTILITIES NOT SHOWN ON THESE PLANS. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR THE LOCATIONS SHOWN AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE LOCATIONS OF ALL UTILITIES WITHIN THE LIMITS OF THE WORK. ALL DAMAGE MADE TO EXISTING UTILITIES BY THE CONTRACTOR SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR.

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REVISIONS

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PRINTED:

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PRELIMINARY FOR REVIEW ONLY

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ISSUED FOR BIDS

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REVISED PAVING SECTION, REDUCED ASPHALT DEMO, ETC.

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AutoCAD SHX Text 8/10/2026

PROJECT NOTES Dt-1Skyland Drive Paving Project

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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 8/10/2026

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PRELIMINARY FOR REVIEW ONLY

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ISSUED FOR BIDS

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REVISED PAVING SECTION, REDUCED ASPHALT DEMO, ETC.

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SEEDING INSTALLATION CHART

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DATE

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SEED TYPE

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RATE

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AUG 15 - NOV 1

AutoCAD SHX Text Tall Fescue

AutoCAD SHX Text 120 lbs/acre

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NOV 1 - MAR 1

AutoCAD SHX Text Tall Fescue

AutoCAD SHX Text 120 lbs/acre

AutoCAD SHX Text Abruzzi Rye

AutoCAD SHX Text 25 lbs/acre

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MAR 1 - APR 15

AutoCAD SHX Text Tall Fescue

AutoCAD SHX Text 120 lbs/acre

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APR 15 - JUN 30

AutoCAD SHX Text Hulled Common Bermuda

AutoCAD SHX Text 25 lbs/acre

AutoCAD SHX Text Sericea Lespedeza (Unhulled)

AutoCAD SHX Text 50 lbs/acre

AutoCAD SHX Text Sericea Lespedeza (Hulled)

AutoCAD SHX Text 50 lbs/acre

AutoCAD SHX Text Browntop Millet

AutoCAD SHX Text 25 lbs/acre

AutoCAD SHX Text Sorghum-Sudon Hybrids

AutoCAD SHX Text 30 lbs/acre

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JUL 1 - AUG 15

AutoCAD SHX Text Tall Fescue

AutoCAD SHX Text 120 lbs/acre

AutoCAD SHX Text Browntop Millet

AutoCAD SHX Text 25 lbs/acre

AutoCAD SHX Text Sorghum-Sudon Hybrids

AutoCAD SHX Text 30 lbs/acre

AutoCAD SHX Text SITE INFORMATION: 1. THE PROJECT IS LOCATED IN GREENVILLE COUNTY. 2. THE TOTAL DISTURBANCE CONSISTS OF ROUGHLY 0.50 AC. 3. RUNOFF FROM THE PROJECT FLOWS TO MILL CREEK LOCATED BELOW THE PROJECT SITE. SEEDING INSTALLATION: 1. SEED ALL DISTURBED AREAS OF CONSTRUCTION (EXCLUDING RIP RAP LINED DITCHES). 2. NO SEEDING SHOULD BE UNDERTAKEN IN WINDY OR UNFAVORABLE WEATHER, WHEN THE GROUND IS TOO WET TO RAKE EASILY, WHEN IT IS IN A FROZEN CONDITION, OR TOO DRY. 3. THE SUBGRADE OF ALL AREAS TO BE SEEDED SHALL BE RAKED AND ALL RUBBISH, STICKS, ROOTS, AND STONES LARGER THAN 2 INCHES SHALL BE REMOVED. 4. FERTILIZER SHALL BE UNIFORMLY SPREAD AND DISKED OR ROTO-TILLED TO A DEPTH OF AT LEAST 4 INCHES. 5. IMMEDIATELY FOLLOWING THIS PREPARATION THE SEED SHALL BE UNIFORMLY APPLIED AND LIGHTLY RAKED INTO THE SURFACE. LIGHTLY ROLL THE SURFACE AND WATER WITH FINE SPRAY. SEED SHALL BE APPLIED, DEPENDING ON THE PERIOD OF YEAR, ACCORDING TO THE CHART SHOWN BELOW. 6. ALL SEEDED AREAS SHALL BE MULCHED WITH CLEAN SMALL-GRAIN STRAW AT A RATE OF 1.5 TO 2 TONS PER ACRE. ASPHALT EMULSION SHALL BE APPLIED UNIFORMLY AT A RATE OF 300 GAL. PER ACRE TO TACK THE MULCH, UNLESS OTHERWISE SHOWN ON PLANS. MECHANICAL TACKING WILL BE CONSIDERED ON A CASE-BY-CASE BASIS AS APPROVED BY THE ENGINEER. 7. THE CONTRACTOR SHALL KEEP ALL SEEDED AREAS WATERED AND IN GOOD CONDITION. RESEEDING SHALL BE DONE IF AND WHEN NECESSARY UNTIL A GOOD, HEALTHY, UNIFORM GROWTH IS ESTABLISHED OVER THE ENTIRE AREA SEEDED. 8. ON SLOPES, THE CONTRACTOR SHALL PROVIDE AGAINST WASHOUTS BY AN APPROVED METHOD. ANY WASHOUT WHICH OCCURS SHALL BE REGRADED AND RESEEDED AT THE CONTRACTOR'S EXPENSE UNTIL GOOD SOD IS ESTABLISHED.

AutoCAD SHX Text SEQUENCE OF CONSTRUCTION: 1. OBTAIN ALL PERMITS. 2. PRIOR TO COMMENCING CONSTRUCTION ACTIVITIES, CONTACT THE REGULATORY AUTHORITY AS INDICATED ON THE APPROVED GRADING PERMIT, OR THE CONTRACTOR SHALL FILE NOTICE OF INTENT (NOI) AS NECESSARY. 3. INSTALL SEDIMENT EROSION CONTROLS AS FOLLOWS: A. SILT FENCES SHALL BE USED TO PREVENT SILT FROM LEAVING THE LIMITS OF CONSTRUCTION. B. STABILIZED GRAVEL CONSTRUCTION ENTRANCES SHALL BE USED AT LOCATIONS WHERE CONSTRUCTION VEHICLES ACCESS PUBLIC ROADS. VEHICLES SHALL BE WASHED DOWN AS NECESSARY TO PREVENT TRACKING OF SILT OFFSITE. C. SEDIMENT TRAPS AND STONE FILTER DIKES SHALL BE INSTALLED AS INDICATED ON PLANS AND AS DIRECTED BY THE ENGINEER. D. GRADED AREAS IN WHICH WORK IS NOT PERFORMED DURING SEVEN (7) CALENDAR DAYS SHALL BE TEMPORARILY SEEDED OR OTHERWISE STABILIZED. E. RIP RAP CHECK DAMS AND/OR SEDIMENT TUBES SHALL BE USED TO PREVENT EROSION IN NEWLY GRADED DITCHES AND AROUND INLETS AS INDICATED ON THE PLANS AND AS DIRECTED BY THE ENGINEER. F. IF NECESSARY, SLOPES WHICH EXCEED EIGHT (8) VERTICAL FEET SHOULD BE STABILIZED WITH SYNTHETIC OR VEGETATIVE MATS, IN ADDITION TO HYDROSEEDING. IT MAY BE NECESSARY TO INSTALL TEMPORARY SLOPE DRAINS DURING CONSTRUCTION. TEMPORARY BERMS MAY BE NEEDED DAILY UNTIL THE SLOPE IS BROUGHT TO GRADE. G. STABILIZATION MEASURES SHALL BE INITIATED AS SOON AS PRACTICABLE IN PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED, BUT IN NO CASE MORE THAN FOURTEEN (14) DAYS AFTER WORK HAS CEASED, EXCEPT AS STATED BELOW: A) WHERE STABILIZATION BY THE 14TH DAY IS PRECLUDED BY SNOW COVER OR FROZEN GROUND CONDITIONS STABILIZATION MEASURES MUST BE INITIATED AS SOON AS PRACTICABLE. B) WHERE CONSTRUCTION ACTIVITY ON A PORTION OF THE SITE IS TEMPORARILY CEASED, AND EARTH-DISTURBING ACTIVITIES WILL BE RESUMED WITHIN 14 DAYS, TEMPORARY STABILIZATION MEASURES DO NOT HAVE TO BE INITIATED ON THAT PORTION OF THE SITE. H. ALL SEDIMENT AND EROSION CONTROL DEVICES SHALL BE INSPECTED EVERY SEVEN (7) DAYS. IF SITE INSPECTIONS IDENTIFY BMPS THAT ARE DAMAGED OR ARE NOT OPERATING EFFECTIVELY, MAINTENANCE MUST BE PERFORMED AS SOON AS PRACTICAL OR AS REASONABLE POSSIBLE AND BEFORE THE NEXT STORM EVENT WHENEVER PRACTICABLE. I. PROVIDE SILT FENCE AND/OR OTHER CONTROL DEVICES, AS MAY BE REQUIRED TO CONTROL SOIL EROSION DURING UTILITY CONSTRUCTION. ALL DISTURBED AREAS SHALL BE CLEANED, GRADED AND STABILIZED WITH GRASSING IMMEDIATELY AFTER THE UTILITY INSTALLATION. J. ALL EROSION CONTROL DEVICES SHALL BE PROPERLY MAINTAINED DURING ALL PHASES OF CONSTRUCTION UNTIL THE COMPLETION OF ALL CONSTRUCTION ACTIVITIES AND ALL DISTURBED AREAS HAVE BEEN STABILIZED. ADDITIONAL CONTROL DEVICES MAY BE REQUIRED DURING CONSTRUCTION IN ORDER TO CONTROL EROSION AND/OR OFFSITE SEDIMENTATION. ALL TEMPORARY CONTROL DEVICES SHALL BE REMOVED ONCE CONSTRUCTION IS COMPLETE AND THE SITE IS STABILIZED. K. THE CONTRACTOR MUST TAKE NECESSARY ACTION TO MINIMIZE THE TRACKING OF MUD ONTO THE ROADWAY FROM CONSTRUCTION AREAS. THE CONTRACTOR SHALL DAILY REMOVE MUD/SOIL FOR PAVEMENT, AS MAY BE REQUIRED.

AutoCAD SHX Text GENERAL NOTES: 1. THE ENTIRE AREA WITHIN THE LIMITS OF GRADING SHALL BE EXCAVATED TO A DEPTH SUFFICIENT TO REMOVE ALL VEGETABLE MATTER, SOD, MUCK, RUBBISH, AND OTHER UNSUITABLE MATERIAL. 2. ALL FILL MATERIAL SHALL BE FREE FROM ROOTS, OTHER ORGANIC MATERIAL, AND TRASH. STONES SHALL HAVE A MAXIMUM DIMENSION NO GREATER THAN 6 INCHES. 3. ALL FILL MATERIAL SHALL BE COMPACTED TO 95% MAXIMUM DRY DENSITY BY THE STANDARD PROCTOR METHOD, ASTM D-698. 4. THE GRADING CONTRACTOR SHALL CONFORM TO THE ELEVATIONS SHOWN ON THE PLANS WITHIN A TOLERANCE OF PLUS OR MINUS 0.10 FEET. 5. BACKFILL OF ALL UTILITY TRENCHES SHALL BE COMPACTED TO 95% OF MAXIMUM DRY DENSITY AT OPTIMUM MOISTURE CONTENT IN ACCORDANCE WITH ASTM D-698 (STANDARD PROCTOR METHOD). 6. ALL CONCRETE WORK SHALL BE DONE IN ACCORDANCE WITH ACI 318 AND ASTM STANDARDS WHERE THEY APPLY. 7. CONCRETE SHALL OBTAIN A COMPRESSIVE STRENGTH OF 3,000 PSI MIN. AT 28 DAYS. CONCRETE SHALL BE POURED WITH A SLUMP OF 2-4" AND SHALL CONTAIN 5-7% AIR ENTRAINMENT. 8. THE CONTRACTOR IS RESPONSIBLE FOR THE VERIFICATION AND THE LOCATION OF ALL EXISTING UNDERGROUND UTILITIES PRIOR TO COMMENCING WORK. 9. THE CONTRACTOR IS RESPONSIBLE FOR CONDUCTING HIS WORK IN ACCORDANCE WITH THE LATEST REQUIREMENTS AND REGULATIONS OF THE OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA). 10. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLING EROSION AND SEDIMENT CONTROL MEASURES (BEST MANAGEMENT PRACTICES, BMPs) AS NECESSARY TO PREVENT IMPACT TO PUBLIC ROADS, PRIVATE PROPERTIES, DRAINAGE SYSTEMS AND RECEIVING WATERWAYS. 11. AT THE COMPLETION OF CONSTRUCTION, THE CONTRACTOR IS RESPONSIBLE FOR INSTALLING FERTILIZER, SEED AND STRAW MULCH TO RE-ESTABLISH GRASS ON ALL DISTURBED AREAS.

AutoCAD SHX Text SEQUENCE OF CONSTRUCTION (CONT): 4. THE ANTICIPATED SEQUENCE OF CONSTRUCTION IS AS FOLLOWS: A. CLEAR AND GRUB ONLY AREAS NECESSARY FOR PERIMETER EROSION AND SEDIMENT CONTROL MEASURES. B. CONSTRUCT PERIMETER CONTROLS. C. REMOVE EXISTING STRUCTURES, UTILITY POLES, AND TREES WITHIN THE CONSTRUCTION AREA AS NECESSARY. D. START EARTHWORK. INSTALL INTERIOR EROSION CONTROLS AS WORK PROGRESSES. E. INSTALL PROTECTION AROUND INLETS AND STABILIZE DISTURBED AREAS AS SOON AS POSSIBLE (WITHIN 7 CALENDAR DAYS). F. PROCEED WITH CONSTRUCTION. LIMIT DISTURBED AREAS TO AREAS WITH WORK IN PROGRESS TO LIMIT DISRUPTION TO TRAFFIC. SCHEDULE WORK TO MAINTAIN ACCESS TO ALL DRIVEWAYS AS LONG AS POSSIBLE. G. EROSION CONTROLS MAY BE REMOVED AFTER THE AREA CONTRIBUTING FLOW TO THAT PARTICULAR EROSION CONTROL DEVICE HAS BEEN STABILIZED. H. STABILIZE ALL REMAINING AREAS. I. INSPECT ALL SEDIMENT AND EROSION CONTROL DEVICES EVERY SEVEN (7) DAYS. IF INSPECT ALL SEDIMENT AND EROSION CONTROL DEVICES EVERY SEVEN (7) DAYS. IF SITE INSPECTIONS IDENTIFY BMPS THAT ARE DAMAGED OR ARE NOT OPERATING EFFECTIVELY, MAINTENANCE MUST BE PERFORMED AS SOON AS PRACTICAL OR AS REASONABLE POSSIBLE AND BEFORE THE NEXT STORM EVENT WHENEVER PRACTICABLE. J. REMOVE SEDIMENT CONTROLS 30 DAYS AFTER ALL DISTURBED AREAS HAVE STABILIZED. K. THE CONTRACTOR SHALL SUBMIT A NOTICE OF TERMINATION (NOT) TO THE REGULATORY AUTHORITY NO LATER THAN 30 DAYS AFTER FINAL STABILIZATION AND END OF ALL CONSTRUCTION.

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CONSTRUCTION SEQUENCE BAR CHART

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PRECONSTRUCTION MEETING PRIOR TO ANY LAND DISTURBANCE

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INSTALL PERIMETER EROSION CONTROLS

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MOBILIZATION, CLEARING AND GRUBBING, TREE REMOVAL

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COMPLETE DEMOLITION ITEMS

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INSTALL STORM DRAINAGE SYSTEM

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MAINTAIN EROSION CONTROLS AS WORK PROGRESSES

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PATCH ASPHALT, RESTORE DRIVEWAYS, FENCES, GATES, ETC.

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SITE CLEAN-UP, INSTALL ECB, SOD AND/OR SOW GRASS

FINAL STABILIZATION, REMOVE EROSION CONTROL MEASURES

EROSION CONTROL

NOTES & DETAILS Dt-2Skyland Drive

Paving Project

Note: Silt fence, riprap check, stone filter dike, and tube check details above are provided for contractor's reference. Contractor to install BMPs as necessary to prevent impact to streams, utilities, public roads and/or private properties.

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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 8/10/2026

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PRELIMINARY FOR REVIEW ONLY

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ISSUED FOR BIDS

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REVISED PAVING SECTION, REDUCED ASPHALT DEMO, ETC.

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AutoCAD SHX Text CONSTRUCTION PHASE MAINTENANCE PLAN: THE FOLLOWING OPERATIONS AND MAINTENANCE PLAN SHALL APPLY DURING CONSTRUCTION PHASE ACTIVITIES: 1. SILT FENCES SHALL BE CLEANED BEFORE SILT REACHES 1/3 THE HEIGHT OF THE SILT FENCE, AND ANY DAMAGED OR MISSING SILT FENCE SHALL BE PROMPTLY REPLACED. 2. SEDIMENT TUBES SHALL BE FREQUENTLY MAINTAINED AND REPAIRED AS NECESSARY, AND ANY COLLECTED SEDIMENT SHALL BE REMOVED BEFORE IT REACHES 1/2 THE HEIGHT OF THE STRUCTURE. 3. CATCH BASIN INLET PROTECTION SHALL BE FREQUENTLY MAINTAINED AND REPAIRED AS NECESSARY, AND ANY COLLECTED SEDIMENT SHALL BE REMOVED BEFORE IT REACHES 1/2 THE HEIGHT OF THE STRUCTURE. 4. THE RIP RAP APRONS SHALL BE MAINTAINED, CLEANED, AND REPAIRED ON A REGULAR BASIS, AND REPLENISHED WITH ADDITIONAL ROCK IF NEEDED BEFORE COMPLETION OF THE PROJECT. 5. IF NECESSARY, TEMPORARY GRASSING OR MULCH SHALL BE INSTALLED PER THE PLAN AND SPECIFICATIONS.

AutoCAD SHX Text SCDHEC STANDARD NOTES: 1. IF NECESSARY, SLOPES WHICH EXCEED EIGHT VERTICAL FEET SHOULD BE STABILIZED WITH SYNTHETIC OR VEGETATIVE MATS IN ADDITION TO HYDROSEEDING. IT MAY BE NECESSARY TO INSTALL TEMPORARY SLOPE DRAINS DURING CONSTRUCTION. TEMPORARY BERMS MAY BE NEEDED UNTIL THE SLOPE IS BROUGHT TO GRADE. 2. STABILIZATION MEASURES SHALL BE INITIATED AS SOON AS PRACTICABLE IN PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED, BUT IN NO CASE MORE THAN FOURTEEN (14) DAYS AFTER WORK HAS CEASED, EXCEPT AS STATED BELOW: A) WHERE STABILIZATION BY THE 14TH DAY IS PRECLUDED BY SNOW COVER OR FROZEN GROUND CONDITIONS STABILIZATION MEASURES MUST BE INITIATED AS SOON AS PRACTICABLE. B) WHERE CONSTRUCTION ACTIVITY ON A PORTION OF THE SITE IS TEMPORARILY CEASED, AND EARTH-DISTURBING ACTIVITIES WILL BE RESUMED WITHIN 14 DAYS, TEMPORARY STABILIZATION MEASURES DO NOT HAVE TO BE INITIATED ON THAT PORTION OF THE SITE. 3. ALL SEDIMENT AND EROSION CONTROL DEVICES SHALL BE INSPECTED EVERY SEVEN (7) DAYS. IF SITE INSPECTIONS IDENTIFY BMPS THAT ARE DAMAGED OR ARE NOT OPERATING EFFECTIVELY, MAINTENANCE MUST BE PERFORMED AS SOON AS PRACTICAL OR AS REASONABLE POSSIBLE AND BEFORE THE NEXT STORM EVENT WHENEVER PRACTICABLE. 4. PROVIDE SILT FENCE AND/OR OTHER CONTROL DEVICES, AS MAY BE REQUIRED, TO CONTROL SOIL EROSION DURING UTILITY CONSTRUCTION. ALL DISTURBED AREAS SHALL BE CLEANED, GRADED, AND STABILIZED WITH GRASSING IMMEDIATELY AFTER THE UTILITY INSTALLATION. FILL, COVER, AND TEMPORARY SEEDING AT THE END OF EACH DAY ARE RECOMMENDED. IF WATER IS ENCOUNTERED WHILE TRENCHING, THE WATER SHOULD BE FILTERED TO REMOVE ANY SEDIMENTS BEFORE BEING PUMPED BACK INTO ANY WATERS OF THE STATE. 5. ALL EROSION CONTROL DEVICES SHALL BE PROPERLY MAINTAINED DURING ALL PHASES OF CONSTRUCTION UNTIL THE COMPLETION OF ALL CONSTRUCTION ACTIVITIES AND ALL DISTURBED AREAS HAVE BEEN STABILIZED. ADDITIONAL CONTROL DEVICES MAY BE REQUIRED DURING CONSTRUCTION IN ORDER TO CONTROL EROSION AND/OR OFFSITE SEDIMENTATION. ALL TEMPORARY CONTROL DEVICES SHALL BE REMOVED ONCE CONSTRUCTION IS COMPLETE AND THE SITE IS STABILIZED. 6. THE CONTRACTOR MUST TAKE NECESSARY ACTION TO MINIMIZE THE TRACKING OF MUD ONTO PAVED ROADWAYS FROM CONSTRUCTION AREAS AND THE GENERATION OF DUST. THE CONTRACTOR SHALL DAILY REMOVE MUD/SOIL FROM PAVEMENT, AS MAY BE REQUIRED. 7. RESIDENTIAL SUBDIVISIONS REQUIRE EROSION CONTROL FEATURES FOR INFRASTRUCTURE AS WELL AS FOR INDIVIDUAL LOT CONSTRUCTION. INDIVIDUAL PROPERTY OWNERS SHALL FOLLOW THESE PLANS DURING CONSTRUCTION OR OBTAIN APPROVAL OF AN INDIVIDUAL PLAN IN ACCORDANCE WITH S.C. REG. 72-300 ET. SEQ. AND SCR100000. 8. TEMPORARY DIVERSION BERMS AND/OR DITCHES WILL BE PROVIDED AS NEEDED DURING CONSTRUCTION TO PROTECT WORK AREAS FROM UPSLOPE RUNOFF AND/OR TO DIVERT SEDIMENT LADEN WATER TO APPROPRIATE TRAPS OR STABLE OUTLETS. 9. ALL WATERS OF THE STATE (WOS), INCLUDING WETLANDS, ARE TO BE FLAGGED OR OTHERWISE CLEARLY MARKED IN THE FIELD. A DOUBLE ROW OF SILT FENCE IS TO BE INSTALLED IN ALL AREAS WHERE A 50 FOOT BUFFER CANNOT BE MAINTAINED BETWEEN THE DISTURBED AREA AND ALL WOS. A 10 FOOT BUFFER SHOULD BE MAINTAINED BETWEEN THE LAST ROW OF SILT FENCE AND ALL WOS. 10. LITTER, CONSTRUCTION DEBRIS, OILS, FUELS, AND BUILDING PRODUCTS WITH SIGNIFICANT POTENTIAL FOR IMPACT (SUCH AS STOCKPILES OF FRESHLY TREATED LUMBER) AND CONSTRUCTION CHEMICALS THAT COULD BE EXPOSED TO STORM WATER MUST BE PREVENTED FROM BECOMING A POLLUTANT SOURCE IN STORM WATER DISCHARGES.

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GRADE

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GEOTEXTILE FABRIC ON 6"X6" WELDED WIRE BACKING

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GRADE

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STEEL POST

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GEOTEXTILE FABRIC ON WIRE BACKING

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EXTEND FABRIC TO BOTTOM OF TRENCH

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FILL TRENCH WITH GRAVEL

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WIDE

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BACKFILL AND COMPACT TRENCH

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EXTEND FABRIC TO BOTTOM OF TRENCH

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GEOTEXTILE FABRIC ON WIRE BACKING

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STEEL POST

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MIN.

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MIN.

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MIN.

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%%UFRONT VIEW

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%%USILT FENCE

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SCALE: NONE

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%%URECTANGULAR TRENCH

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CLEAN SILT FENCE WHEN SILT REACHES

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HALF THE HEIGHT OF THE FENCE.

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%%UNOTE:

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%%UVEE TRENCH

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%%USIDE VIEW

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%%USIDE VIEW

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SLOPE LENGTH BETWEEN

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ROWS OF SILT FENCE

AutoCAD SHX Text 100'

AutoCAD SHX Text 2 to 5%

AutoCAD SHX Text 75'

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MAXIMUM ALLOWABLE

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GRADE

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DITCH SLOPE

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%%USECTION A-A

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RIP RAP (D50=6")

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SCALE: NONE

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PLACE GEOTEXTILE UNDER RIP RAP

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DEPRESS 6" @ CENTER OF DIKE (3' WIDE)

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%%URIPRAP CHECK FOR LINED CHANNEL

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TOP/DITCH

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DITCH SLOPE

AutoCAD SHX Text

SCALE: NONE

AutoCAD SHX Text

FLOW

AutoCAD SHX Text A

AutoCAD SHX Text 1"x1" WOOD STAKES PLACED AT 2' (TYP)

AutoCAD SHX Text

LINE WITH ECB (N.A. GREEN SC150 OR EQUAL)

AutoCAD SHX Text

%%UTUBE CHECK FOR LINED CHANNEL

AutoCAD SHX Text

SLOPE

AutoCAD SHX Text

TUBE SPACING

AutoCAD SHX Text >9%-12%

AutoCAD SHX Text 25'

AutoCAD SHX Text >6%-9%

AutoCAD SHX Text 50'

AutoCAD SHX Text 3%-6%

AutoCAD SHX Text 75'

AutoCAD SHX Text <3%

AutoCAD SHX Text 100'

AutoCAD SHX Text

TOP/DITCH

AutoCAD SHX Text

SEDIMENT TUBE (18" DIA.)

AutoCAD SHX Text

%%USECTION A-A

AutoCAD SHX Text

PLACE STAKE AT "FRONT" OF TUBE

AutoCAD SHX Text

18" EMBED (MIN.)

AutoCAD SHX Text

SLOPE

AutoCAD SHX Text

DAM SPACING

AutoCAD SHX Text >9%-12%

AutoCAD SHX Text 25'

AutoCAD SHX Text >6%-9%

AutoCAD SHX Text 50'

AutoCAD SHX Text 3%-6%

AutoCAD SHX Text 75'

AutoCAD SHX Text <3%

AutoCAD SHX Text 100'

AutoCAD SHX Text

LINE WITH ECB (N.A. GREEN SC150 OR EQUAL)

AutoCAD SHX Text

FLOW

AutoCAD SHX Text NOTE: SEDIMENT TO BE CLEANED OUT ON A REGULAR BASIS, BUT AT NO TIME SHALL SEDIMENT BE ALLOWED TO COLLECT MORE THAN 1/2 THE HEIGHT OF THE STRUCTURE.

AutoCAD SHX Text NOTE: FOR DITCH SLOPES >12%, CONSULT WITH ENGINEER ON APPROPRIATE LINING MATERIAL AND DAM SPACING.

AutoCAD SHX Text NOTE: FOR DITCH SLOPES >12%, CONSULT WITH ENGINEER ON APPROPRIATE LINING MATERIAL AND TUBE SPACING.

AutoCAD SHX Text

FLOW

AutoCAD SHX Text

PLACE 12" THK. LAYER OF WASHED STONE ON FACE (#57 OR #6M)

AutoCAD SHX Text

12' DIA. RIP RAP

AutoCAD SHX Text

SCALE: NONE

%%USTONE FILTER DIKE

TYPICAL ROAD CROSS SECTION Dt-3Skyland Drive

TYPICAL ROAD CROSS SECTION

AutoCAD SHX Text

GRAPHIC SCALE

AutoCAD SHX Text 1 inch = 3 ft.

AutoCAD SHX Text

SHEET NO.

AutoCAD SHX Text

SHEET NAME

AutoCAD SHX Text

PROJECT NAME

AutoCAD SHX Text

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.

AutoCAD SHX Text

PRINTED:

AutoCAD SHX Text 8/10/2026

AutoCAD SHX Text

PRELIMINARY FOR REVIEW ONLY

AutoCAD SHX Text

ISSUED FOR BIDS

AutoCAD SHX Text

REVISED PAVING SECTION, REDUCED ASPHALT DEMO, ETC.

AutoCAD SHX Text

6" STONE BASE (SEE NOTE 1)

AutoCAD SHX Text

HMA ASPHALT BINDER COURSE, 2" COMPACTED THICKNESS

AutoCAD SHX Text DRAWING NOTES: 1) CONTRACTOR TO GRADE STONE BASE AND ADD CRUSHER RUN AS NECESSARY TO ACHIEVE CROSS SECTION DIMENSIONS SHOWN. 2) CONTRACTOR SHALL PROOF ROLL THE COMPLETED STONE BASE WITH A FULLY LOADED TANDEM DUMP TRUCK. THE PROOF ROLL SHALL BE WITNESSED AND APPROVED BY THE COUNTY PROJECT MANAGER, COUNTY INSPECTOR OR DULY AUTHORIZED AGENT. 3) CONTRACTOR SHALL APPLY ASPHALT EMULSION PRIME COAT JUST PRIOR TO PAVING. 4) CONTRACTOR SHALL INSTALL HMA BINDER COURSE AND HMA SURFACE COURSE IN THE PRESENCE OF THE COUNTY PROJECT MANAGER, COUNTY INSPECTOR OR DULY AUTHORIZED AGENT. 5) FIELD MODIFICATIONS TO THE BASE COURSE WIDTH & DEPTH AND/OR THE SURFACE COURSE WIDTH/DEPTH MAY BE REQUESTED BY THE COUNTY PROJECT MANAGER AND SHALL NOT BE CAUSE FOR ADDITIONAL COMPENSATION OVER AND ABOVE THE LINE ITEM MATERIAL UNIT COSTS AGREED TO IN THE CONTRACT. 6) THE COUNTY SHALL PERFORM CONSTRUCTION STAKING FOR CENTERLINE OF PAVEMENT.

AutoCAD SHX Text

UNDISTURBED EARTH (TYP)

AutoCAD SHX Text

EXIST. DITCH (TYP)

HMA ASPHALT SURFACE COURSE, SCDOT TYPE C, 1.5" COMPACTED THICKNESS

EXISTING CONDITIONS

& DEMOLITION ITEMS Dm-1Skyland Drive

Paving Project

N/F Leroy Williamson #0669010111200

N/F Sonya Caldwell #0669010111100

N /F Lam bert & D ubose

#0669010111000

N/F Raymond Blankenship #0669010111300

N /F Lam bert & D ubose

#0669010110900

N /F R yan C hristopher

#0669010110800

N/F Ryan Christopher #0669010110600

#140 N. Skyland Dr.

N/F Ryan Christopher

#0669010110500

#40 S. Skyland Dr.

N/F Owen Family Revocable Trust

#0669010107700

N /F Thom as & M aranda Edens

#0669010107400

N/F Ryan Christopher #0669010110700

#120 S. Skyland Dr.

N/F Thomas & Maranda Edens

#0669010107300

#125 S. Skyland Dr.

N/F Archetype Construction LLC

#0669010107300

#205 Lake Dr.

N/F Wonderland Range Club Inc.

#0669010108900

#209 Lake Dr.

N/F Mary & Clifford Ratgen

#0669010109200

#209 Lake Dr.

N/F Mary & Clifford Ratgen

#0669010109000

N/F Mary & Clifford Ratgen #0669010109300

N /F Jack H ill

#0669010108800

N /F S teve & B ruce W illiam son

#0669010109400

#115 N . S kyland D r.

N /F Jack &

S usan H ill

#0669010109500

N /F R yan C hristopher

#0669010109600

N/F David Turner #0669010108600

N/F David Turner #0669010110000

N S

KYLA

ND D

(Q -02

S SKYLAND DR (Q-22)

LAK

E DR (Q

-020)

N /F C

M S

C onservation T rust

#0669040100400

AutoCAD SHX Text

SHEET NO.

AutoCAD SHX Text

SHEET NAME

AutoCAD SHX Text

PROJECT NAME

AutoCAD SHX Text

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.

AutoCAD SHX Text

PRINTED:

AutoCAD SHX Text 8/10/2026

AutoCAD SHX Text

PRELIMINARY FOR REVIEW ONLY

AutoCAD SHX Text

ISSUED FOR BIDS

AutoCAD SHX Text

REVISED PAVING SECTION, REDUCED ASPHALT DEMO, ETC.

AutoCAD SHX Text

GRAPHIC SCALE

AutoCAD SHX Text 1 inch = 80 ft.

AutoCAD SHX Text DRAWING NOTES: 1) APPROXIMATE R/W AND PROPERTY LINES TAKEN FROM COUNTY GIS AND SHALL NOT BE RELIED UPON FOR LEGAL PURPOSES. 2) UTILITY LOCATIONS ARE NOT SHOWN ON THIS PLAN. THE CONTRACTOR IS RESPONSIBLE FOR CALLING 811 TO OBTAIN UTILITY LOCATION SERVICES. 3) THE CONTRACTOR SHALL POTHOLE THE UTILITY CROSSINGS PRIOR TO EXCAVATION TO DETERMINE ACTUAL DEPTH OF PIPES/CABLES. THE CONTRACTOR SHALL NOTIFY THE UTILITY PROVIDER(S) AND COUNTY PROJECT MANAGER IMMEDIATELY REGARDING ANY POTENTIAL CONFLICTS WITH THE UNDERGROUND UTILITIES.

AutoCAD SHX Text Gas Valve

AutoCAD SHX Text Water Valve

AutoCAD SHX Text Fire Hydrant

AutoCAD SHX Text Water Meter

AutoCAD SHX Text D

AutoCAD SHX Text Y

AutoCAD SHX Text H

AutoCAD SHX Text Exist. Catch Basin

AutoCAD SHX Text New Catch Basin

AutoCAD SHX Text

MET

AutoCAD SHX Text SS Manhole

AutoCAD SHX Text Utility Pole

AutoCAD SHX Text Exist. Junction Box

AutoCAD SHX Text Stone Check Dam

AutoCAD SHX Text New Junction Box

AutoCAD SHX Text Riprap Apron

AutoCAD SHX Text Wood Fence

AutoCAD SHX Text Flow Path

AutoCAD SHX Text Silt Fence

AutoCAD SHX Text Property Line

AutoCAD SHX Text Easement Line

AutoCAD SHX Text

UGC

AutoCAD SHX Text Cable (Underground)

AutoCAD SHX Text

UGP

AutoCAD SHX Text

OHP

AutoCAD SHX Text Metal Fence

AutoCAD SHX Text Existing Contours

AutoCAD SHX Text Power (Overhead)

AutoCAD SHX Text Power (Underground)

AutoCAD SHX Text Proposed Contours

AutoCAD SHX Text G

AutoCAD SHX Text

AutoCAD SHX Text Gas Line

AutoCAD SHX Text Sanitary Sewer Line

AutoCAD SHX Text W

AutoCAD SHX Text Exist. Storm Drain

AutoCAD SHX Text Water Line

AutoCAD SHX Text New Storm Drain

AutoCAD SHX Text

AutoCAD SHX Text Gas Meter

AutoCAD SHX Text Pedestal

AutoCAD SHX Text

PED

AutoCAD SHX Text W

AutoCAD SHX Text G

AutoCAD SHX Text

MET

AutoCAD SHX Text

SSV

AutoCAD SHX Text Sewer Service

AutoCAD SHX Text

CSV

AutoCAD SHX Text

PSV

AutoCAD SHX Text Power Service

AutoCAD SHX Text Cable Service

AutoCAD SHX Text

WSV

AutoCAD SHX Text Gas Service

AutoCAD SHX Text Water Service

AutoCAD SHX Text Edge of Pvmt.

AutoCAD SHX Text

GSV

AutoCAD SHX Text Curb & Gutter

AutoCAD SHX Text Extruded Curb

AutoCAD SHX Text

NEW EDGE OF ROADWAY (TYP)

AutoCAD SHX Text

EXIST. EDGE OF ROADWAY (TYP)

AutoCAD SHX Text

APPROX. EDGE OF ROADWAY

AutoCAD SHX Text

REMOVE/DISPOSE ASPHALT PVMT.

AutoCAD SHX Text

450 SY

AutoCAD SHX Text Bd

AutoCAD SHX Text REMOVE BUSH & STUMP, d=DIA(in.)

AutoCAD SHX Text

0 EA

AutoCAD SHX Text

REMOVE/REPLACE CONC. CURB, 6" H

AutoCAD SHX Text

0 LF

AutoCAD SHX Text

REMOVE/REPLACE CONC. SLAB, 4" THK

AutoCAD SHX Text

0 SY

AutoCAD SHX Text Dxx

AutoCAD SHX Text REMOVE DRAINAGE STRUCT, xx=DIM(ft.)

AutoCAD SHX Text

0 EA

AutoCAD SHX Text

REMOVE EDGING, BRICK OR BLOCK

AutoCAD SHX Text

0 LF

AutoCAD SHX Text

REMOVE EDGING, TIMBER

AutoCAD SHX Text

0 LF

AutoCAD SHX Text

FFP

AutoCAD SHX Text

ABANDON PIPE WITH FLOWABLE FILL

AutoCAD SHX Text

0 LF

AutoCAD SHX Text

FFD

AutoCAD SHX Text

ABANDON STRUCTURE WITH FLOWABLE FILL

AutoCAD SHX Text

0 EA

AutoCAD SHX Text

REMOVE/REPLACE FENCE, METAL, 5'H

AutoCAD SHX Text

0 LF

AutoCAD SHX Text

REMOVE/REPLACE FENCE, WOOD, 6'H

AutoCAD SHX Text

0 LF

AutoCAD SHX Text

REMOVE/REPLACE GRAVEL DRIVEWAY

AutoCAD SHX Text

0 SY

AutoCAD SHX Text

MOVING ITEM

AutoCAD SHX Text

0 EA

AutoCAD SHX Text

PC15

AutoCAD SHX Text

REMOVE PIPE, CONCRETE, 15" DIA

AutoCAD SHX Text

0 LF

AutoCAD SHX Text

PC18

AutoCAD SHX Text

REMOVE PIPE, CONCRETE, 18" DIA

AutoCAD SHX Text

0 LF

AutoCAD SHX Text

PC24

AutoCAD SHX Text

REMOVE PIPE, CONCRETE, 24" DIA

AutoCAD SHX Text

0 LF

AutoCAD SHX Text

PC30

AutoCAD SHX Text

REMOVE PIPE, CONCRETE, 30" DIA

AutoCAD SHX Text

0 LF

AutoCAD SHX Text PMd

AutoCAD SHX Text REMOVE PIPE, METAL, d=DIA(in.)

AutoCAD SHX Text

0 LF

AutoCAD SHX Text PPd

AutoCAD SHX Text REMOVE PIPE, PLASTIC, d=DIA(in.)

AutoCAD SHX Text

0 LF

AutoCAD SHX Text STd

AutoCAD SHX Text REMOVE STUMP, d=DIA(in.)

AutoCAD SHX Text

0 EA

AutoCAD SHX Text T8

AutoCAD SHX Text

REMOVE TREE & STUMP, 8" DIA

AutoCAD SHX Text

0 EA

AutoCAD SHX Text T18

AutoCAD SHX Text

REMOVE TREE & STUMP, 18" DIA

AutoCAD SHX Text

0 EA

AutoCAD SHX Text T24

AutoCAD SHX Text

REMOVE TREE & STUMP, 24" DIA

AutoCAD SHX Text

0 EA

AutoCAD SHX Text T30

AutoCAD SHX Text

REMOVE TREE & STUMP, 30" DIA

AutoCAD SHX Text

0 EA

AutoCAD SHX Text T36

AutoCAD SHX Text

REMOVE TREE & STUMP, 36" DIA

AutoCAD SHX Text

0 EA

AutoCAD SHX Text WBh

AutoCAD SHX Text REMOVE WALL, BRICK OR BLOCK, h=HT(in.)

AutoCAD SHX Text

0 LF

AutoCAD SHX Text WTh

AutoCAD SHX Text REMOVE WALL, TIMBER h=HT(in.)

AutoCAD SHX Text

O LF

AutoCAD SHX Text

HDG

AutoCAD SHX Text

REMOVE HEDGEROW, ±10' WIDE

AutoCAD SHX Text

0 LF

AutoCAD SHX Text

RESERVED

AutoCAD SHX Text

RESERVED

AutoCAD SHX Text

Overall Road Plan Rd-1Skyland Drive

N/F Leroy Williamson #0669010111200

N/F Sonya Caldwell #0669010111100

N /F Lam bert & D ubose

#0669010111000

N/F Raymond Blankenship #0669010111300

N /F Lam bert & D ubose

#0669010110900

N /F R yan C hristopher

#0669010110800

N/F Ryan Christopher #0669010110600

#140 N. Skyland Dr.

N/F Ryan Christopher

#0669010110500

#40 S. Skyland Dr.

N/F Owen Family Revocable Trust

#0669010107700

N /F Thom as & M aranda Edens

#0669010107400

N/F Ryan Christopher #0669010110700

#120 S. Skyland Dr.

N/F Thomas & Maranda Edens

#0669010107300

#125 S. Skyland Dr.

N/F Archetype Construction LLC

#0669010107300

#205 Lake Dr.

N/F Wonderland Range Club Inc.

#0669010108900

#209 Lake Dr.

N/F Mary & Clifford Ratgen

#0669010109200

#209 Lake Dr.

N/F Mary & Clifford Ratgen

#0669010109000

N/F Mary & Clifford Ratgen #0669010109300

N /F Jack H ill

#0669010108800

N /F S teve & B ruce W illiam son

#0669010109400

#115 N . S kyland D r.

N /F Jack &

S usan H ill

#0669010109500

N /F R yan C hristopher

#0669010109600

N/F David Turner #0669010108600

N/F David Turner #0669010110000

N S

KYLA

ND D

(Q -02

S SKYLAND DR (Q-22)

LAK

E DR (Q

-020)

N /F C

M S

C onservation T rust

#0669040100400

AutoCAD SHX Text

SHEET NO.

AutoCAD SHX Text

SHEET NAME

AutoCAD SHX Text

PROJECT NAME

AutoCAD SHX Text

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.

AutoCAD SHX Text

PRINTED:

AutoCAD SHX Text 8/10/2026

AutoCAD SHX Text

PRELIMINARY FOR REVIEW ONLY

AutoCAD SHX Text

ISSUED FOR BIDS

AutoCAD SHX Text

REVISED PAVING SECTION, REDUCED ASPHALT DEMO, ETC.

AutoCAD SHX Text

GRAPHIC SCALE

AutoCAD SHX Text 1 inch = 80 ft.

AutoCAD SHX Text Gas Valve

AutoCAD SHX Text Water Valve

AutoCAD SHX Text Fire Hydrant

AutoCAD SHX Text Water Meter

AutoCAD SHX Text D

AutoCAD SHX Text Y

AutoCAD SHX Text H

AutoCAD SHX Text Exist. Catch Basin

AutoCAD SHX Text New Catch Basin

AutoCAD SHX Text

MET

AutoCAD SHX Text SS Manhole

AutoCAD SHX Text Utility Pole

AutoCAD SHX Text Exist. Junction Box

AutoCAD SHX Text Stone Check Dam

AutoCAD SHX Text New Junction Box

AutoCAD SHX Text Riprap Apron

AutoCAD SHX Text Wood Fence

AutoCAD SHX Text Flow Path

AutoCAD SHX Text Silt Fence

AutoCAD SHX Text Property Line

AutoCAD SHX Text Easement Line

AutoCAD SHX Text

UGC

AutoCAD SHX Text Cable (Underground)

AutoCAD SHX Text

UGP

AutoCAD SHX Text

OHP

AutoCAD SHX Text Metal Fence

AutoCAD SHX Text Existing Contours

AutoCAD SHX Text Power (Overhead)

AutoCAD SHX Text Power (Underground)

AutoCAD SHX Text Proposed Contours

AutoCAD SHX Text G

AutoCAD SHX Text

AutoCAD SHX Text Gas Line

AutoCAD SHX Text Sanitary Sewer Line

AutoCAD SHX Text W

AutoCAD SHX Text Exist. Storm Drain

AutoCAD SHX Text Water Line

AutoCAD SHX Text New Storm Drain

AutoCAD SHX Text

AutoCAD SHX Text Gas Meter

AutoCAD SHX Text Pedestal

AutoCAD SHX Text

PED

AutoCAD SHX Text W

AutoCAD SHX Text G

AutoCAD SHX Text

MET

AutoCAD SHX Text

SSV

AutoCAD SHX Text Sewer Service

AutoCAD SHX Text

CSV

AutoCAD SHX Text

PSV

AutoCAD SHX Text Power Service

AutoCAD SHX Text Cable Service

AutoCAD SHX Text

WSV

AutoCAD SHX Text Gas Service

AutoCAD SHX Text Water Service

AutoCAD SHX Text Edge of Pvmt.

AutoCAD SHX Text

GSV

AutoCAD SHX Text Curb & Gutter

AutoCAD SHX Text Extruded Curb

AutoCAD SHX Text

NEW EDGE OF ROADWAY (TYP)

AutoCAD SHX Text

NEW EDGE OF ROADWAY (TYP)

APPROX. EDGE OF ROADWAY

Roadway Plan & Profile Prf-1Skyland Drive

N SKYLAND DR (Q-021)

E D

R (Q

-020)

N/F Leroy Williamson

#0669010111200 N/F Sonya Caldwell #0669010111100

N /F

L am be rt

D ub os e #0

N/F Raymond Blankenship

#0669010111300

N /F

L am be rt

D ub os e

N/F Ryan Christopher #0669010110800

N/F Ryan Christopher #0669010110600

#140 N. Skyland Dr.

N/F Ryan Christopher

#0669010110500N/F Ryan Christopher #0669010110700

#209 Lake Dr.

N/F Mary & Clifford Ratgen

#0669010109200

N/F Mary & Clifford Ratgen

#0669010109300

N /F

S te ve

B ru ce W ill ia m so n #0

N . S ky la nd D r.

/F J ac k

S us an

H ill

N /F

R ya n C hr is to ph er #0

N/F David Turner #0669010110000

N /F

C M

S C on se rv at io n

T ru st #0

AutoCAD SHX Text

SHEET NO.

AutoCAD SHX Text

SHEET NAME

AutoCAD SHX Text

PROJECT NAME

AutoCAD SHX Text

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.

AutoCAD SHX Text

PRINTED:

AutoCAD SHX Text 8/10/2026

AutoCAD SHX Text

PRELIMINARY FOR REVIEW ONLY

AutoCAD SHX Text

ISSUED FOR BIDS

AutoCAD SHX Text

REVISED PAVING SECTION, REDUCED ASPHALT DEMO, ETC.

AutoCAD SHX Text

GRAPHIC SCALE

AutoCAD SHX Text 1 inch = 80 ft.

AutoCAD SHX Text

NEW ASPHALT PAVEMENT, 12'W

AutoCAD SHX Text Gas Valve

AutoCAD SHX Text Water Valve

AutoCAD SHX Text Fire Hydrant

AutoCAD SHX Text Water Meter

AutoCAD SHX Text D

AutoCAD SHX Text Y

AutoCAD SHX Text H

AutoCAD SHX Text Exist. Catch Basin

AutoCAD SHX Text New Catch Basin

AutoCAD SHX Text

MET

AutoCAD SHX Text SS Manhole

AutoCAD SHX Text Utility Pole

AutoCAD SHX Text Exist. Junction Box

AutoCAD SHX Text Stone Check Dam

AutoCAD SHX Text New Junction Box

AutoCAD SHX Text Riprap Apron

AutoCAD SHX Text Wood Fence

AutoCAD SHX Text Flow Path

AutoCAD SHX Text Silt Fence

AutoCAD SHX Text Property Line

AutoCAD SHX Text Easement Line

AutoCAD SHX Text

UGC

AutoCAD SHX Text Cable (Underground)

AutoCAD SHX Text

UGP

AutoCAD SHX Text

OHP

AutoCAD SHX Text Metal Fence

AutoCAD SHX Text Existing Contours

AutoCAD SHX Text Power (Overhead)

AutoCAD SHX Text Power (Underground)

AutoCAD SHX Text Proposed Contours

AutoCAD SHX Text G

AutoCAD SHX Text

AutoCAD SHX Text Gas Line

AutoCAD SHX Text Sanitary Sewer Line

AutoCAD SHX Text W

AutoCAD SHX Text Exist. Storm Drain

AutoCAD SHX Text Water Line

AutoCAD SHX Text New Storm Drain

AutoCAD SHX Text

AutoCAD SHX Text Gas Meter

AutoCAD SHX Text Pedestal

AutoCAD SHX Text

PED

AutoCAD SHX Text W

AutoCAD SHX Text G

AutoCAD SHX Text

MET

AutoCAD SHX Text

SSV

AutoCAD SHX Text Sewer Service

AutoCAD SHX Text

CSV

AutoCAD SHX Text

PSV

AutoCAD SHX Text Power Service

AutoCAD SHX Text Cable Service

AutoCAD SHX Text

WSV

AutoCAD SHX Text Gas Service

AutoCAD SHX Text Water Service

AutoCAD SHX Text Edge of Pvmt.

AutoCAD SHX Text

GSV

AutoCAD SHX Text Curb & Gutter

AutoCAD SHX Text Extruded Curb

20' MIN RADIUS

Roadway Plan & Profile Prf-2Skyland Drive

E D

R (Q

-020)

#40 S. Skyland Dr.

N/F Owen Family Revocable Trust

#0669010107700

N /F T hom as &

M aranda E dens

#0669010107400

#120 S. Skyland Dr.

N/F Thomas & Maranda Edens

#0669010107300 #125 S. Skyland Dr.

N/F Archetype Construction LLC

#0669010107300

#205 Lake Dr.

N/F Wonderland Range Club Inc.

#0669010108900

#209 Lake Dr.

N/F Mary & Clifford Ratgen

#0669010109000

N /F Jack H ill #0669010108800

N/F David Turner #0669010108600

N/F David Turner #0669010110000

#209 Lake Dr.

N/F Mary & Clifford Ratgen

#0669010109200

S SKYLAND DR (Q-22)N

C M

S C on se rv at io n

T ru st #0

AutoCAD SHX Text

SHEET NO.

AutoCAD SHX Text

SHEET NAME

AutoCAD SHX Text

PROJECT NAME

AutoCAD SHX Text

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.

AutoCAD SHX Text

PRINTED:

AutoCAD SHX Text 8/10/2026

AutoCAD SHX Text

PRELIMINARY FOR REVIEW ONLY

AutoCAD SHX Text

ISSUED FOR BIDS

AutoCAD SHX Text

REVISED PAVING SECTION, REDUCED ASPHALT DEMO, ETC.

AutoCAD SHX Text

GRAPHIC SCALE

AutoCAD SHX Text 1 inch = 80 ft.

AutoCAD SHX Text Gas Valve

AutoCAD SHX Text Water Valve

AutoCAD SHX Text Fire Hydrant

AutoCAD SHX Text Water Meter

AutoCAD SHX Text D

AutoCAD SHX Text Y

AutoCAD SHX Text H

AutoCAD SHX Text Exist. Catch Basin

AutoCAD SHX Text New Catch Basin

AutoCAD SHX Text

MET

AutoCAD SHX Text SS Manhole

AutoCAD SHX Text Utility Pole

AutoCAD SHX Text Exist. Junction Box

AutoCAD SHX Text Stone Check Dam

AutoCAD SHX Text New Junction Box

AutoCAD SHX Text Riprap Apron

AutoCAD SHX Text Wood Fence

AutoCAD SHX Text Flow Path

AutoCAD SHX Text Silt Fence

AutoCAD SHX Text Property Line

AutoCAD SHX Text Easement Line

AutoCAD SHX Text

UGC

AutoCAD SHX Text Cable (Underground)

AutoCAD SHX Text

UGP

AutoCAD SHX Text

OHP

AutoCAD SHX Text Metal Fence

AutoCAD SHX Text Existing Contours

AutoCAD SHX Text Power (Overhead)

AutoCAD SHX Text Power (Underground)

AutoCAD SHX Text Proposed Contours

AutoCAD SHX Text G

AutoCAD SHX Text

AutoCAD SHX Text Gas Line

AutoCAD SHX Text Sanitary Sewer Line

AutoCAD SHX Text W

AutoCAD SHX Text Exist. Storm Drain

AutoCAD SHX Text Water Line

AutoCAD SHX Text New Storm Drain

AutoCAD SHX Text

AutoCAD SHX Text Gas Meter

AutoCAD SHX Text Pedestal

AutoCAD SHX Text

PED

AutoCAD SHX Text W

AutoCAD SHX Text G

AutoCAD SHX Text

MET

AutoCAD SHX Text

SSV

AutoCAD SHX Text Sewer Service

AutoCAD SHX Text

CSV

AutoCAD SHX Text

PSV

AutoCAD SHX Text Power Service

AutoCAD SHX Text Cable Service

AutoCAD SHX Text

WSV

AutoCAD SHX Text Gas Service

AutoCAD SHX Text Water Service

AutoCAD SHX Text Edge of Pvmt.

AutoCAD SHX Text

GSV

AutoCAD SHX Text Curb & Gutter

AutoCAD SHX Text Extruded Curb

AutoCAD SHX Text

NEW ASPHALT PAVEMENT, 12'W

AutoCAD SHX Text

PAVE 15'W FROM 24+00 TO LAKE ROAD

AutoCAD SHX Text

TAPER 12'W TO 15'W FROM 23+50 TO 24+00

AutoCAD SHX Text

15' MIN RADIUS (TYP)

OVERLAY EXIST. ASPHALT, 1.5" COMPACTED THICKNESS

Sheets and Views

Cv-1

Dt-1

Dt-2

Dt-3

Dm-1

Rd-1

Prf-1

Prf-2

File details come from the government source that posted it. Updated Aug 24, 2026.