Merrifield-Base4-FOR-BIDS.pdf

Site

Merrifield Park

Cv-1

Drainage Improvements Greenville County Neighborhood Drainage Improvement Program

Site

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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 Merrifield Park Drainage Improvements

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0.95 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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ADJUSTED LOCATION OF STRUCTURE #24 ON BYRD PROPERTY

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ADDED GRADING PLAN FOR STRAWDERMAN RESIDENCE

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ISSUED FOR BIDS

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AutoCAD SHX Text 6/18/2026

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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 Miscellaneous Notes & Details

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SP-1

AutoCAD SHX Text Overall Site Plan

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GP-1

AutoCAD SHX Text Strawderman Drive Layout & Yard Grading

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AutoCAD SHX Text DM-1 to Dm-4B

AutoCAD SHX Text Exist. Conditions & Demo Items

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SD-6

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TOTAL

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Project Notes Dt-1Merrifield Park Drainage Improvements

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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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ADJUSTED LOCATION OF STRUCTURE #24 ON BYRD PROPERTY

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ADDED GRADING PLAN FOR STRAWDERMAN RESIDENCE

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ISSUED FOR BIDS

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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)

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AutoCAD SHX Text Sericea Lespedeza (Hulled)

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AutoCAD SHX Text Browntop Millet

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AutoCAD SHX Text Sorghum-Sudon Hybrids

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JUL 1 - AUG 15

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AutoCAD SHX Text Browntop Millet

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AutoCAD SHX Text SITE INFORMATION: 1. THE PROJECT IS LOCATED IN GREENVILLE COUNTY. 2. THE TOTAL DISTURBANCE CONSISTS OF ROUGHLY 0.95 AC. 3. RUNOFF FROM THE PROJECT FLOWS DIRECTLY TO A TRIBUTARY OF ROCKY CREEK LOCATED AT THE DRAINAGE SYSTEM OUTFALL. 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-2Merrifield Park

Drainage Improvements

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:

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PRELIMINARY FOR REVIEW ONLY

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ADJUSTED LOCATION OF STRUCTURE #24 ON BYRD PROPERTY

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ADDED GRADING PLAN FOR STRAWDERMAN RESIDENCE

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ISSUED FOR BIDS

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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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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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SLOPE LENGTH BETWEEN

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RIP RAP (D50=6")

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PLACE GEOTEXTILE UNDER RIP RAP

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

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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: 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

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

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

Miscellaneous Notes, Tables & Details Dt-3Merrifield Park

Drainage Improvements

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 6/18/2026

AutoCAD SHX Text

PRELIMINARY FOR REVIEW ONLY

AutoCAD SHX Text

ADJUSTED LOCATION OF STRUCTURE #24 ON BYRD PROPERTY

AutoCAD SHX Text

ADDED GRADING PLAN FOR STRAWDERMAN RESIDENCE

AutoCAD SHX Text

ISSUED FOR BIDS

AutoCAD SHX Text

AutoCAD SHX Text R2"

AutoCAD SHX Text R1"

AutoCAD SHX Text

SCALE: NONE

AutoCAD SHX Text

%%UEXTRUDED CURB

AutoCAD SHX Text NOTES: 1. CONCRETE TO BE 3000 PSI MINIMUM. 2. PROVIDE CONTROL JOINTS AT 10' SPACING. 3. CURB TO BE INSTALLED ON BINDER AND BACKFILLED USING LIGHT COMPACTION. 4. DO NOT USE HEAVY COMPACTION BEHIND CURB UNTIL SURFACE COURSE HAS BEEN INSTALLED.

AutoCAD SHX Text 30°

AutoCAD SHX Text 60°

AutoCAD SHX Text

FLOW LINE @ FACE OF CURB

AutoCAD SHX Text

6" EXTRUDED CURB (TYP)

AutoCAD SHX Text

6" THK. CONCRETE 3000 PSI MIN.

AutoCAD SHX Text

2' MANHOLE

AutoCAD SHX Text

RIM ELEV. PER PLAN

AutoCAD SHX Text

2' MANHOLE

AutoCAD SHX Text

RIM ELEV. PER PLAN

AutoCAD SHX Text

%%UINLET ON GRADE

AutoCAD SHX Text

%%UINLET AT SAG

AutoCAD SHX Text

%%UORIFICE DETAIL

AutoCAD SHX Text

6" OPEN (TYP)

AutoCAD SHX Text

SLOPED APRON

AutoCAD SHX Text NOTES: 1) SEE PLAN FOR CB SIZE. 2) FOR EXTRUDED CURB, ALIGN FRONT FACE OF CONC. APRON WITH FRONT FACE OF CURB. 3) ALL CONCRETE TO BE 3000 PSI MIN.

AutoCAD SHX Text

FLOW LINE @ FACE OF CURB

AutoCAD SHX Text

6" EXTRUDED CURB (TYP)

AutoCAD SHX Text

6" THK. CONCRETE 3000 PSI MIN.

AutoCAD SHX Text

SCALE: NONE

AutoCAD SHX Text

%%UTYPE 9 INLET (EXTRUDED CURB)

AutoCAD SHX Text

WEIR

AutoCAD SHX Text

2' MANHOLERING AND COVER

AutoCAD SHX Text

#4 @ 12" O.C. EACH WAY

AutoCAD SHX Text

#4 @ 12" O.C. EACH WAY

AutoCAD SHX Text

%%USIDE

AutoCAD SHX Text

%%UTOP

AutoCAD SHX Text

%%UPLAN

AutoCAD SHX Text

%%UFRONT

AutoCAD SHX Text NOTES: 1. CONCRETE TO BE 3000 PSI MIN. 2. WHEN CLASS "A" CONC. IS USED, WALLS AND FLOOR SHALL BE 6" THICK. 3. FOR CONCRETE BRICK, THE WALLS SHALL BE 8" THICK AND FLOOR SHALL BE 6" THICK. 4. BOX SIZE SHALL INCREASE WITH LARGER PIPE SIZE. 5. FOR CBs INSTALLED IN THE OPEN, DEPRESS THE CB 12" TO 18" BELOW SURROUNDING GRADE & OPEN 4 SIDES.

AutoCAD SHX Text

%%UBOTTOM

AutoCAD SHX Text

CB COVER TO BE 4" THK. MINIMUM

AutoCAD SHX Text ( O P E N )

AutoCAD SHX Text

SCALE: NONE

AutoCAD SHX Text

%%UTYPE 9 CATCH BASIN

AutoCAD SHX Text

4"H-9"H OPENING

AutoCAD SHX Text

MIN. SIDE CLEARANCE

AutoCAD SHX Text C

AutoCAD SHX Text L

AutoCAD SHX Text

FINISHED GRADE (SEE NOTE #6)

AutoCAD SHX Text

UNDISTURBED SOIL

AutoCAD SHX Text

FORCE BACKFILL UNDER BOTTOM OF PIPE

AutoCAD SHX Text NOTES: 1. FOR TRENCHES REQUIRING SHORING AND BRACING, DIMENSIONS SHALL BE TAKEN FROM THE INSIDE FACE OF THE SHORING AND BRACING. 2. NO ROCKS OR BOULDERS 4" OR LARGER SHALL BE USED IN BACKFILL MATERIAL. 3. ALL BACKFILL MATERIAL SHALL BE SUITABLE NATIVE MATERIAL. 4. BACKFILL SHALL BE TAMPED IN 6" LAYERS IN TRAFFIC AREAS AND 12" LAYERS IN NON-TRAFFIC AREAS. 5. USE 4" BEDDING UNDER PIPE FOR WET OR UNSTABLE BOTTOMS, AND USE 6" BEDDING FOR ROCK BOTTOMS. 6. SEE GRADING PLANS FOR FINISHED GRADE TREATMENT IN NON-TRAFFIC AREAS, SEE PATCHING DETAIL FOR PAVEMENT REPAIR IN TRAFFIC AREAS.

AutoCAD SHX Text

SCALE: NONE

AutoCAD SHX Text

%%UPIPE BEDDING

AutoCAD SHX Text

RIGID PIPE: SELECT BACKFILL NON-RIGID PIPE: 100% STONE

AutoCAD SHX Text

USE SELECT BACKFILL IN NON-TRAFFIC AREAS. USE 100% STONE UNDER ROADWAYS.

AutoCAD SHX Text USE SELECT BACKFILL FOR RIGID PIPE INCL. HP (POLYPROPYLENE) AND ALUMINIZED STEEL. USE 100" STONE FOR NON-RIGID PIPE INCL ALUMINUM & HDPE

AutoCAD SHX Text

EXIST. PVMT.

AutoCAD SHX Text

SAWCUT 1' BEYOND EXCAVATION TO NEAT, EVEN EDGE, TACK PRIOR TO PAVING

AutoCAD SHX Text

265#/SY H.M. ASPHALT INTERMEDIATE COURSE

AutoCAD SHX Text

SUBRADE (UNDISTURBED)

AutoCAD SHX Text

BACKFILL COMPACTED TO 95% MIN. STD. PROCTOR

AutoCAD SHX Text

6" STABILIZED AGGREGATE BASE COUSE

AutoCAD SHX Text

EXIST. PVMT.

AutoCAD SHX Text

%%UPAVEMENT PATCHING

AutoCAD SHX Text

SCALE: NONE

AutoCAD SHX Text NOTES: 1. PATCHING AREAS SHOWN ON PLANS ARE APPROXIMATE. THE COUNTY RESERVES THE RIGHT TO INCREASE OR DECREASE THE PATCHING AREAS AS NEEDED, PAID FOR ACCORDING TO THE UNIT PRICES ON THE BID. 2. CONTRACTOR TO CONDUCT PROOFROLL WITH COUNTY PROJECT MANAGER PRESENT BEFORE SCHEDULING PAVING.

AutoCAD SHX Text

SCALE: NONE

AutoCAD SHX Text

%%USWALE OVER SD SYSTEM

AutoCAD SHX Text NOTES: 1. THE SWALE MAY INSTALLED ON EITHER SIDE OF THE PIPE TO AVOID OBSTRUCTIONS. 2. THE SWALE WIDTH SHALL BE INCREASED AT THE DIRECTION OF THE DESIGN ENGINEER.

AutoCAD SHX Text 30"

36"

Overall Site Plan SP-1Merrifield Park Drainage Improvements

#3 Chateau Dr N/F Kenneth & Kathleen Apple

#0540050101300

#104 Merrifield Dr N/F Thomas Cannon

#0540050101200

#7 Chateau Dr N/F Jon & Valerie Harris

#0540050101400

#11 Chateau Dr N/F Rebecca Hernandez

#0540050101500

#15 Chateau Dr N/F Dale & Cynthia Brodsky

#0540050101600

#19 Chateau Dr N/F Jonathan & Regan Hand

#0540050101700

#1 Hillsborough Dr N/F Milo & Sarah Persic

#0540050101800

#108 Merrifield Dr N/F Laura Callum #0540050110400

#5 Hillsborough Dr N/F Jonathan & Anne-Marie Versace

#0540050101900

MERRIFIELD DR

H

IL

LS

BO

RO

U

G H

D R

SE

AB

U

RY

D R

CHATEAU DR

CHATEAU DR

G

LE

N W

AY

E

DR

#2 Hillsborough Dr N/F Grant & Audrey Gaillard

#0540050102900

#6 Hillsborough Dr N/F Shirley King #0540050102800

#105 Chateau Dr N/F Steven & Sandra Farrey

#0540050103000

#5 Seabury Dr N/F Randall & Carolyn Booker

#0540050103200

#109 Chateau Dr N/F Madeleine McNalley

#0540050103100

#9 Seabury Dr N/F Ron Tejral & Johnny Pitts

#0540050103300

#6 Seabury Dr N/F Michael & Anne Cornish

#0540050103900

#10 Seabury Dr N/F Jacob & Kathleen Strawderman

#0540050103800

#209 Chateau Dr N/F Elizabeth Byrd #0540050104200

#215 Chateau Dr N/F Nancy Corbitt #0540050104300

#210 Chateau Dr N/F Jason & Jillian Bergeron

#0540050104900

#212 Chateau Dr N/F Nicholas Sadie #0540050104200

#10 Hillsborough Dr N/F Marilyn Lampley

#0540050102700

#205 Chateau Dr N/F Michael & Tamira Grabowski

#0540050104100

#115 Glenwaye Dr N/F Kevin & Coreen Fisher

#0540050108900

#120 Glenwaye Dr N/F M. Hoadley & A. Casey

#0540050105600

#101 Merrifield Dr N/F D. Myers & W. Ernst

#0540050100500

#26 Chateau Dr N/F Joann & Leonard Morgan

#0540050108800

#111 Glenwaye Dr.

N/F William & Margaret

Paterson #0540050109000

#107 Glenwaye Dr.

N/F Sheena & Serafim

Kakouras #0540050109100

#6 Chatelaine Dr.

N/F Christina Conits &

Connie Chavez #0540050109300

#8 Chatelaine Dr.

N/F Stratos Koumoustiotis

#0540050109400

SYSTEM #1

SY

ST

EM

SYSTEM #4 (upper)

SY

ST

EM

3 SYSTEM #4 (lower)

C H

A T

E

LA

IN

E

D R

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 6/18/2026

AutoCAD SHX Text

PRELIMINARY FOR REVIEW ONLY

AutoCAD SHX Text

ADJUSTED LOCATION OF STRUCTURE #24 ON BYRD PROPERTY

AutoCAD SHX Text

ADDED GRADING PLAN FOR STRAWDERMAN RESIDENCE

AutoCAD SHX Text

ISSUED FOR BIDS

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

GRAPHIC SCALE

AutoCAD SHX Text 1 inch = 100 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

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

SS

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

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.

Strawderman Residence Drive Layout & Yard Grading GP-1Merrifield Park

Drainage Improvements

#6 Seabury Dr N/F Michael & Anne Cornish

#0540050103900

#10 Seabury Dr N/F Jacob & Kathleen Strawderman

#0540050103800

#209 Chateau Dr N/F Elizabeth Byrd #0540050104200

#215 Chateau Dr N/F Nancy Corbitt #0540050104300

(DECK)

(GARAGE)

(HOUSE)

Demolition Note: See sheet Dm-4A for demolition items.

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 6/18/2026

AutoCAD SHX Text

PRELIMINARY FOR REVIEW ONLY

AutoCAD SHX Text

ADJUSTED LOCATION OF STRUCTURE #24 ON BYRD PROPERTY

AutoCAD SHX Text

ADDED GRADING PLAN FOR STRAWDERMAN RESIDENCE

AutoCAD SHX Text

ISSUED FOR BIDS

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

GRAPHIC SCALE

AutoCAD SHX Text 1 inch = 10 ft.

AutoCAD SHX Text

AutoCAD SHX Text

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

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

SS

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 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 X 965.0

AutoCAD SHX Text X 965.8

AutoCAD SHX Text X 965.8

AutoCAD SHX Text X 965.0

AutoCAD SHX Text X 965.0

AutoCAD SHX Text X 965.8

AutoCAD SHX Text X 965.8

AutoCAD SHX Text X 965.5

AutoCAD SHX Text X 965.0

AutoCAD SHX Text X 964.0

AutoCAD SHX Text X 964.5

AutoCAD SHX Text X 964.5

AutoCAD SHX Text X 963.5

AutoCAD SHX Text X 965.4

AutoCAD SHX Text X 965.4

AutoCAD SHX Text X 965.5

AutoCAD SHX Text

EXIST. SHED (TO REMAIN)

AutoCAD SHX Text

EXIST. SHED (TO REMAIN)

AutoCAD SHX Text X 966.3

AutoCAD SHX Text X 966.3

AutoCAD SHX Text

TIE NEW DRIVEWAY INTO EXIST. GARAGE SLAB

AutoCAD SHX Text

LIMITS OF GRADING

AutoCAD SHX Text GRADING & GRASSING NOTES: 1) BEFORE GRADING, CONTRACTOR SHALL REMOVE EXISTING SOD & STOCKPILE TOPSOIL, THEN RESPREAD TOPSOIL OVER THE FINISH GRADED AREA. 2) ADDITIONAL TOPSOIL SHALL TRUCKED IN AND SPREAD IF DIRECTED BY THE DESIGN ENGINEER AND/OR COUNTY PROJECT MANAGER. 3) CONTRACTOR SHALL PREPARE FINISHED GRADE BY REMOVING ALL STONES GREATER THAN 1.5" DIAMETER AND SMOOTHING WITH A TRACTOR MOUNTED RAKE. 4) CONTRACTOR SHALL APPLY FERTILIZER & LIME THEN SEED WITH KENTUCKY 31 TALL FESCUE PER THE GRASSING SPECIFICATIONS. 5) AFTER SEEDING, THE CONTRACTOR SHALL PROMPLTY SPREAD STRAW TO HOLD MOISTURE AND PREVENT EROSION.

AutoCAD SHX Text

NEW CONCRETE DRIVEWAY

AutoCAD SHX Text

NEW CONCRETE WALK, 4'W (TYP)

AutoCAD SHX Text NOTE: EDGE OF WALK TO BE 4' FROM FOUNDATION. FILL AREA WITH #6M WASHED STONE, 12" THK.

NOTE: EDGE OF WALK TO BE 4' FROM FOUNDATION. FILL AREA WITH #6M WASHED STONE, 12" THK.

Pipe System #1 Exist. Conditions And Demo Items Dm-1Merrifield Park

Drainage Improvements

CHATEAU DR

#3 Chateau Dr N/F Kenneth & Kathleen Apple

#0540050101300

#104 Merrifield Dr N/F Thomas Cannon

#0540050101200

#7 Chateau Dr N/F Jon & Valerie Harris

#0540050101400

#11 Chateau Dr N/F Rebecca Hernandez

#0540050101500

#15 Chateau Dr N/F Dale & Cynthia Brodsky

#0540050101600

#19 Chateau Dr N/F Jonathan & Regan Hand

#0540050101700 #1 Hillsborough Dr

N/F Milo & Sarah Persic #0540050101800

#108 Merrifield Dr N/F Laura Callum #0540050110400

#5 Hillsborough Dr N/F Jonathan & Anne-Marie Versace

#0540050101900

MERRIFIELD DR

H

IL

LS

B

O R

O U

G H

D R

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 6/18/2026

AutoCAD SHX Text

PRELIMINARY FOR REVIEW ONLY

AutoCAD SHX Text

ADJUSTED LOCATION OF STRUCTURE #24 ON BYRD PROPERTY

AutoCAD SHX Text

ADDED GRADING PLAN FOR STRAWDERMAN RESIDENCE

AutoCAD SHX Text

ISSUED FOR BIDS

AutoCAD SHX Text

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

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

SS

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

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

GRAPHIC SCALE

AutoCAD SHX Text 1 inch = 40 ft.

AutoCAD SHX Text T12

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

AP

AutoCAD SHX Text

REMOVE/REPLACE ASPHALT PVMT.

AutoCAD SHX Text

±130 SY

AutoCAD SHX Text Bd

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

AutoCAD SHX Text

0 EA

AutoCAD SHX Text

CC

AutoCAD SHX Text

REMOVE/REPLACE CONC. CURB, 6" H

AutoCAD SHX Text

±60 LF

AutoCAD SHX Text

CS

AutoCAD SHX Text

REMOVE/REPLACE CONC. SLAB, 4" THK

AutoCAD SHX Text

±25 SY

AutoCAD SHX Text D4x4

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

AutoCAD SHX Text

1 EA

AutoCAD SHX Text

EB

AutoCAD SHX Text

REMOVE EDGING, BRICK OR BLOCK

AutoCAD SHX Text

0 LF

AutoCAD SHX Text

ET

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

FM

AutoCAD SHX Text

REMOVE/REPLACE FENCE, METAL, 5'H

AutoCAD SHX Text

±170 LF

AutoCAD SHX Text

FW

AutoCAD SHX Text

REMOVE/REPLACE FENCE, WOOD, 6'H

AutoCAD SHX Text

±100 LF

AutoCAD SHX Text

GV

AutoCAD SHX Text

REMOVE/REPLACE GRAVEL DRIVEWAY

AutoCAD SHX Text

0 SY

AutoCAD SHX Text

MV

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

±70 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 T12

AutoCAD SHX Text

REMOVE TREE & STUMP, 12" DIA

AutoCAD SHX Text

4 EA

AutoCAD SHX Text T18

AutoCAD SHX Text

REMOVE TREE & STUMP, 18" DIA

AutoCAD SHX Text

7 EA

AutoCAD SHX Text T24

AutoCAD SHX Text

REMOVE TREE & STUMP, 24" DIA

AutoCAD SHX Text

2 EA

AutoCAD SHX Text T30

AutoCAD SHX Text

REMOVE TREE & STUMP, 30" DIA

AutoCAD SHX Text

1 EA

AutoCAD SHX Text T36

AutoCAD SHX Text

REMOVE TREE & STUMP, 36" DIA

AutoCAD SHX Text

1 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'W

AutoCAD SHX Text

±100 LF

AutoCAD SHX Text

XX

AutoCAD SHX Text

RESERVED

AutoCAD SHX Text

XX

AutoCAD SHX Text

XX

AutoCAD SHX Text

RESERVED

AutoCAD SHX Text

XX

AutoCAD SHX Text IMPORTANT NOTE: THE CONTRACTOR SHALL CONSULT WITH THE PROPERTY OWNER BEFORE REMOVING ANY TREES AND/OR PLANTS ON THE OWNER'S PROPERTY, UNLESS PERMISSION IS GRANTED BY THE PROPERTY OWNER AT THE PRE-CON MEETING.

AutoCAD SHX Text

FW

AutoCAD SHX Text

AP

AutoCAD SHX Text T24

AutoCAD SHX Text T18

AutoCAD SHX Text T18

AutoCAD SHX Text

PM8

AutoCAD SHX Text

CC

AutoCAD SHX Text

CC

AutoCAD SHX Text D4x4

AutoCAD SHX Text

CC

AutoCAD SHX Text

FM

AutoCAD SHX Text T12

AutoCAD SHX Text T24

AutoCAD SHX Text T18

AutoCAD SHX Text T18

AutoCAD SHX Text T12

AutoCAD SHX Text T30

AutoCAD SHX Text T18

AutoCAD SHX Text T36

AutoCAD SHX Text T18

AutoCAD SHX Text

FM

AutoCAD SHX Text

FM

AutoCAD SHX Text T12

AutoCAD SHX Text

HDG

AutoCAD SHX Text

HDG

AutoCAD SHX Text T18

CS

Pipe System #2 Exist. Conditions And Demo Items Dm-2Merrifield Park

Drainage Improvements

HILLSBOROUGH DR

C H

A T

E A

U D

R

GLENWAYE DR

#1 Hillsborough Dr N/F Milo & Sarah Persic

#0540050101800

#2 Hillsborough Dr N/F Grant & Audrey Gaillard

#0540050102900 #6 Hillsborough Dr N/F Shirley King #0540050102800

#5 Hillsborough Dr N/F Jonathan & Anne-Marie Versace

#0540050101900

#26 Chateau Dr N/F Joann & Leonard Morgan

#0540050108800

#115 Glenwaye Dr N/F Kevin & Coreen Fisher

#0540050108900

#120 Glenwaye Dr N/F Mark Hoadley & Angela Casey

#0540050105600

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 6/18/2026

AutoCAD SHX Text

PRELIMINARY FOR REVIEW ONLY

AutoCAD SHX Text

ADJUSTED LOCATION OF STRUCTURE #24 ON BYRD PROPERTY

AutoCAD SHX Text

ADDED GRADING PLAN FOR STRAWDERMAN RESIDENCE

AutoCAD SHX Text

ISSUED FOR BIDS

AutoCAD SHX Text

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

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

SS

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

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

GRAPHIC SCALE

AutoCAD SHX Text 1 inch = 40 ft.

AutoCAD SHX Text

CC

AutoCAD SHX Text

CC

AutoCAD SHX Text

AP

AutoCAD SHX Text

AP

AutoCAD SHX Text

CC

AutoCAD SHX Text

CS

AutoCAD SHX Text

CC

AutoCAD SHX Text

CC

AutoCAD SHX Text

CC

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

AP

AutoCAD SHX Text

REMOVE/REPLACE ASPHALT PVMT.

AutoCAD SHX Text

±340 SY

AutoCAD SHX Text Bd

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

AutoCAD SHX Text

0 EA

AutoCAD SHX Text

CC

AutoCAD SHX Text

REMOVE/REPLACE CONC. CURB, 6" H

AutoCAD SHX Text

±320 LF

AutoCAD SHX Text

CS

AutoCAD SHX Text

REMOVE/REPLACE CONC. SLAB, 4" THK

AutoCAD SHX Text

±25 SY

AutoCAD SHX Text Dxx

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

AutoCAD SHX Text

0 EA

AutoCAD SHX Text

EB

AutoCAD SHX Text

REMOVE EDGING, BRICK OR BLOCK

AutoCAD SHX Text

0 LF

AutoCAD SHX Text

ET

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

FM

AutoCAD SHX Text

REMOVE/REPLACE FENCE, METAL, 5'H

AutoCAD SHX Text

0 LF

AutoCAD SHX Text

FW

AutoCAD SHX Text

REMOVE/REPLACE FENCE, WOOD, 6'H

AutoCAD SHX Text

0 LF

AutoCAD SHX Text

GV

AutoCAD SHX Text

REMOVE/REPLACE GRAVEL DRIVEWAY

AutoCAD SHX Text

0 SY

AutoCAD SHX Text

MV

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 T12

AutoCAD SHX Text

REMOVE TREE & STUMP, 12" 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

XX

AutoCAD SHX Text

RESERVED

AutoCAD SHX Text

XX

AutoCAD SHX Text

XX

AutoCAD SHX Text

RESERVED

AutoCAD SHX Text

XX

AutoCAD SHX Text

XX

AutoCAD SHX Text

RESERVED

AutoCAD SHX Text

XX

AutoCAD SHX Text IMPORTANT NOTE: THE CONTRACTOR SHALL CONSULT WITH THE PROPERTY OWNER BEFORE REMOVING ANY TREES AND/OR PLANTS ON THE OWNER'S PROPERTY, UNLESS PERMISSION IS GRANTED BY THE PROPERTY OWNER AT THE PRE-CON MEETING.

AutoCAD SHX Text Note: See sheet Dm-1 for demo items in this area.

AutoCAD SHX Text Note: See sheet Dm-4A for demo items in this area.

AutoCAD SHX Text Note: See sheet Dm-3 for demo items in this area.

DUKE POWER RIGHT-OF-WAY (37' FROM C/L OF TOWERS)

Pipe System #3 Exist. Conditions And Demo Items…