Suffolk-Drive-Drainage-Improvements-FOR-BIDS-REV01.pdf
PDF 2 MB Posted
- Attached to
- Suffolk Drive Drainage Improvements
- Solicitation number
- IFB #27023
- Issued by
- Greenville County, South Carolina
About this file
This is a project drawings and specifications document for drainage system improvements on Suffolk Drive in the Richmond Hills subdivision of Greenville County, South Carolina, prepared by the Greenville County Engineering & Maintenance Division. The project encompasses demolition and removal of existing trees, fences, walls, and pavement, followed by installation of new storm drainage infrastructure consisting of 405 linear feet of pipe in varying sizes (60 feet of 15-inch high-performance pipe, 100 feet of 24-inch pipe, 60 feet of 30-inch pipe, and 185 feet of 29-inch by 42-inch aluminum arch pipe) and four yard inlet structures. Site stabilization work includes fine grading, seeding with appropriate seed types based on seasonal installation dates (Tall Fescue at 120 lbs/acre, Abruzzi Rye at 25 lbs/acre, and other species per planting season), and mulch application at 1.5 to 2 tons per acre. The project involves approximately 0.25 acres of disturbed area, with runoff flowing to the Reedy River located approximately 0.25 miles north of the site. The bid solicitation (IFB #27023) requires sealed bids due October 21, 2026, at 3:00 p.m., with a mandatory pre-bid meeting scheduled for October 13, 2026, at 11:30 a.m. and questions due October 14, 2026, at 2:00 p.m. The contractor must achieve substantial completion within 90 consecutive calendar days from the notice to proceed, with award tentatively scheduled for October 29, 2026.
The specifications require the contractor to comply with South Carolina Department of Transportation Standard Specifications for Highway Construction (latest edition) and Greenville County Standard Specifications, which take precedence. All workmanship and materials must meet these standards, with concrete achieving a minimum compressive strength of 3,000 PSI at 28 days and fill materials compacted to 95 percent maximum dry density per ASTM D-698. The contractor bears full responsibility for erosion and sediment control best management practices (BMPs) to prevent impacts to private properties, public roads, drainage systems, and receiving waterways, with inspections required every seven days and maintenance performed before the next storm event. All utility locations must be verified by the contractor, with 811 called at least three days before digging, and all utility damage becoming the sole responsibility of the contractor. A 5 percent bid bond is required at submission, with performance and payment bonds equal to the total bid price due within 15 working days of award. The contractor must maintain comprehensive general liability insurance of $1 million per occurrence/$2 million aggregate, automobile liability coverage of $1 million combined single limit, and statutory workers' compensation coverage for South Carolina. Liquidated damages of $150 per day are assessed for each day beyond the 90-day substantial completion deadline.
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Text version
Site
Suffolk Drive
Cv-1
Drainage Improvements 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 Project Notes
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AutoCAD SHX Text Erosion Control Notes & Details
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AutoCAD SHX Text MIsc. Notes, Tables and Details
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AutoCAD SHX Text Dm-1
AutoCAD SHX Text Existing Conditions and Demolition Items
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SD-1
AutoCAD SHX Text SD System - Storm Drain Layout
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TOTAL
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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 Suffolk Drive Drainage Improvements
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0.25 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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ADDED 29X42 ARCH PIPE
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RELEASED FOR BIDS
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ADDED ROOF DRAIN PIPES, INCREASED CONC. & ASPHALT DEMO
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Project Notes Dt-1Suffolk Drive 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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ADDED 29X42 ARCH PIPE
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RELEASED FOR BIDS
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ADDED ROOF DRAIN PIPES, INCREASED CONC. & ASPHALT DEMO
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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
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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
AutoCAD SHX Text 25 lbs/acre
AutoCAD SHX Text Sorghum-Sudon Hybrids
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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
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AutoCAD SHX Text SITE INFORMATION: 1. THE PROJECT IS LOCATED IN GREENVILLE COUNTY. 2. THE TOTAL DISTURBANCE CONSISTS OF ROUGHLY 0.25 AC. 3. RUNOFF FROM THE PROJECT FLOWS TO THE REEDY RIVER LOCATED APPROXIMATELY 1/4 MILE NORTH OF 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-2Suffolk Drive
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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ADDED 29X42 ARCH PIPE
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RELEASED FOR BIDS
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ADDED ROOF DRAIN PIPES, INCREASED CONC. & ASPHALT DEMO
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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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%%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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SLOPE LENGTH BETWEEN
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ROWS OF SILT FENCE
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AutoCAD SHX Text 15'
AutoCAD SHX Text Length
AutoCAD SHX Text 5 to 10%
AutoCAD SHX Text 10 to 20%
AutoCAD SHX Text
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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AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
SCALE: NONE
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PLACE GEOTEXTILE UNDER RIP RAP
AutoCAD SHX Text A
AutoCAD SHX Text A
AutoCAD SHX Text
DEPRESS 6" @ CENTER OF DIKE (3' WIDE)
AutoCAD SHX Text
%%URIPRAP CHECK FOR LINED CHANNEL
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TOP/DITCH
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DITCH SLOPE
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SCALE: NONE
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FLOW
AutoCAD SHX Text A
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
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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
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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: 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)
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12' DIA. RIP RAP
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SCALE: NONE
%%USTONE FILTER DIKE
Miscellaneous Notes, Tables & Details Dt-3Suffolk Drive
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 10/13/2026
AutoCAD SHX Text
PRELIMINARY FOR REVIEW ONLY
AutoCAD SHX Text
ADDED 29X42 ARCH PIPE
AutoCAD SHX Text
RELEASED FOR BIDS
AutoCAD SHX Text
ADDED ROOF DRAIN PIPES, INCREASED CONC. & ASPHALT DEMO
AutoCAD SHX Text
AutoCAD SHX Text
MIN. SIDE CLEARANCE
AutoCAD SHX Text C
AutoCAD SHX Text L
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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.
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SCALE: NONE
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%%UPIPE BEDDING
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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 30°
AutoCAD SHX Text 60°
AutoCAD SHX Text
FLOW LINE @ FACE OF CURB
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6" EXTRUDED CURB (TYP)
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6" THK. CONCRETE 3000 PSI MIN.
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2' MANHOLE
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RIM ELEV. PER PLAN
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2' MANHOLE
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RIM ELEV. PER PLAN
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%%UINLET ON GRADE
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%%UINLET AT SAG
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%%UORIFICE DETAIL
AutoCAD SHX Text
6" OPEN (TYP)
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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.
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SCALE: NONE
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%%UTYPE 9 INLET (EXTRUDED CURB)
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WEIR
AutoCAD SHX Text
2' MANHOLERING AND COVER
AutoCAD SHX Text
#4 @ 12" O.C. EACH WAY
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#4 @ 12" O.C. EACH WAY
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%%USIDE
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%%UTOP
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%%UPLAN
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%%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
%%UPAVEMENT PATCHING
AutoCAD SHX Text
SCALE: NONE
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 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 NOTES: 1. PERMANENT RIP RAP APRONS TO BE INSTALLED AFTER REMOVAL OF SILT TRAPS, IF ANY. 2. GEOTEXTILE FABRIC TO BE PLACED UNDER RIP RAP.
AutoCAD SHX Text
SCALE: NONE
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%%URIP RAP APRON AT OUTLET
AutoCAD SHX Text
* RIP RAP TO BE D50=12" UNLESS NOTED OTHERWISE
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
FLOW DIRECTION
AutoCAD SHX Text
SCALE: NONE
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%%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
%%UTEMPORARY DOG FENCE
AutoCAD SHX Text
SCALE: NONE
AutoCAD SHX Text
WELDED WIRE FENCE, 5' TALL, 12.5 GAUGE
T-POST, 7' LONG
Existing Conditions & Demolition Items Dm-1Suffolk Drive
Drainage Improvements
#7 Suffolk Drive N/F Brian & Lisa Pittman
#0508020900500
#5 Suffolk Drive N/F Sang Dao & Phuong Ly
#0508020900600
#9 Suffolk Drive N/F Daren & Karen Barnwell
#0508020900400
#4 Suffolk Drive N/F Louis Thompson
#0508020700801
#8 Suffolk Drive N/F Jillian & Stephen Gusukuma
#0508020701100
#8 V icksburg D rive N
/F N ancy M ahaffey #0508020901100
#6 V icksburg D rive N
/F T om m y R ussell #0508020901000
S U
FFO
LK
D R
IV
E
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 10/13/2026
AutoCAD SHX Text
PRELIMINARY FOR REVIEW ONLY
AutoCAD SHX Text
ADDED 29X42 ARCH PIPE
AutoCAD SHX Text
RELEASED FOR BIDS
AutoCAD SHX Text
ADDED ROOF DRAIN PIPES, INCREASED CONC. & ASPHALT DEMO
AutoCAD SHX Text
AutoCAD SHX Text
PC15
AutoCAD SHX Text
PM30
AutoCAD SHX Text D4X4
AutoCAD SHX Text
FW
AutoCAD SHX Text
AP
AutoCAD SHX Text
AP
AutoCAD SHX Text
CS
AutoCAD SHX Text
CS
AutoCAD SHX Text
IRON PIN FOUND
AutoCAD SHX Text
IRON PIN FOUND
AutoCAD SHX Text
AP
AutoCAD SHX Text
REMOVE/REPLACE ASPHALT PVMT.
AutoCAD SHX Text
180 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
0 LF
AutoCAD SHX Text
CS
AutoCAD SHX Text
SAWCUT/REMOVE CONC. SLAB, 6" THK
AutoCAD SHX Text
30 SY
AutoCAD SHX Text D4X4
AutoCAD SHX Text
REMOVE DRAINAGE STRUCT, 4X4 BOX
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
AutoCAD SHX Text
180 LF
AutoCAD SHX Text
FW
AutoCAD SHX Text
REMOVE/REPLACE CUSTOM WOOD FENCE
AutoCAD SHX Text
140 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
94 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
PM30
AutoCAD SHX Text
REMOVE PIPE, METAL, 30" DIA
AutoCAD SHX Text
48 LF
AutoCAD SHX Text PPd
AutoCAD SHX Text REMOVE PIPE, PLASTIC, d=DIA(in.)
AutoCAD SHX Text
0 LF
AutoCAD SHX Text S24
AutoCAD SHX Text
REMOVE STUMP, 24" DIA
AutoCAD SHX Text
1 EA
AutoCAD SHX Text T12
AutoCAD SHX Text
REMOVE TREE & STUMP, 18" DIA
AutoCAD SHX Text
1 EA
AutoCAD SHX Text T18
AutoCAD SHX Text
REMOVE TREE & STUMP, 18" DIA
AutoCAD SHX Text
5 EA
AutoCAD SHX Text T24
AutoCAD SHX Text
REMOVE TREE & STUMP, 24" DIA
AutoCAD SHX Text
3 EA
AutoCAD SHX Text T42
AutoCAD SHX Text
REMOVE TREE & GRIND STUMP, 42" DIA
AutoCAD SHX Text
1 EA
AutoCAD SHX Text WB8x36
AutoCAD SHX Text REMOVE WALL, BLOCK, 8"Wx36"H
AutoCAD SHX Text
18 LF
AutoCAD SHX Text
WT
AutoCAD SHX Text REMOVE WALL, TIMBER, WxH(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
XX
AutoCAD SHX Text
RESERVED
AutoCAD SHX Text
XX
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
PC15
AutoCAD SHX Text
RELOCATE SS SERVICE (SEE NOTE #4)
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. 4) THE CONTRACTOR IS RESPONSIBLE FOR INSTALLING & CONNECTING THE NEW SEWER SERVICE LINE AS NECESSARY, INCLUDING CONTACTING AND COORDINATING WITH THE LOCAL SEWER DISTRICT.
AutoCAD SHX Text
FM
AutoCAD SHX Text T24
AutoCAD SHX Text T24
AutoCAD SHX Text T18
AutoCAD SHX Text T24
AutoCAD SHX Text T18
AutoCAD SHX Text S24
AutoCAD SHX Text
FM
AutoCAD SHX Text T42
AutoCAD SHX Text T18
AutoCAD SHX Text T18
AutoCAD SHX Text
AP
AutoCAD SHX Text
PC15
AutoCAD SHX Text WB8x36
AutoCAD SHX Text T12
AutoCAD SHX Text T18
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
GRAPHIC SCALE
AutoCAD SHX Text 1 inch = 20 ft.
CS
SD System Storm Drain Layout SD-1Suffolk Drive
Drainage Improvements
#7 Suffolk Drive N/F Brian & Lisa Pittman
#0508020900500
#5 Suffolk Drive N/F Sang Dao & Phuong Ly
#0508020900600
#9 Suffolk Drive N/F Daren & Karen Barnwell
#0508020900400
#4 Suffolk Drive N/F Louis Thompson
#0508020700801
#8 Suffolk Drive N/F Jillian & Stephen Gusukuma
#0508020701100
#8 V icksburg D rive N
/F N ancy M ahaffey #0508020901100
#6 V icksburg D rive N
/F T om m y R ussell #0508020901000
S U
FFO
LK
D R
IV
E
SYSTEM "A"
S Y
S T
E M
"B
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
GRAPHIC SCALE
AutoCAD SHX Text 1 inch = 20 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 10/13/2026
AutoCAD SHX Text
PRELIMINARY FOR REVIEW ONLY
AutoCAD SHX Text
ADDED 29X42 ARCH PIPE
AutoCAD SHX Text
RELEASED FOR BIDS
AutoCAD SHX Text
ADDED ROOF DRAIN PIPES, INCREASED CONC. & ASPHALT DEMO
AutoCAD SHX Text
AutoCAD SHX Text NOTE: ALUM ARCH PIPE TO BE BEDDED IN WASHED STONE UP TO THE SPRING LINE OF PIPE, THEN BACKFILLED WITH CLEAN SOIL.
AutoCAD SHX Text
IRON PIN FOUND
AutoCAD SHX Text
PROPERTY LINE TAKEN FROM COUNTY GIS (TYP)
AutoCAD SHX Text
NEW SS SERVICE (SEE NOTE #4)
AutoCAD SHX Text
EXIST. 48" HDP
AutoCAD SHX Text
EXIST. 24" CMP
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. 4) THE CONTRACTOR IS RESPONSIBLE FOR INSTALLING & CONNECTING THE NEW SEWER SERVICE LINE AS NECESSARY, INCLUDING CONTACTING AND COORDINATING WITH THE LOCAL SEWER DISTRICT. 5) CONTRACTOR TO INSTALL ±100 LF OF 4" PVC & 2 PLASTIC DRAIN BOXES TOCONNECT DOWNSPOUTS, SUMP PUMP DISCHARGE LINE, & CONDENSATE DRAIN LINE TO STRUCTURE #2.
AutoCAD SHX Text
NEW D/W PIPE, ±25 LF-15" HPP
AutoCAD SHX Text
NEW D/W PIPE, ±33 LF-15" HPP
AutoCAD SHX Text
RIPRAP CLASS C ON GEOTEXTILE, ±50 TONS
AutoCAD SHX Text
EXIST 15" RCP TO REMAIN
4" PVC (SEE NOTE #5)
SD System Storm Drain Profiles Prf-1Suffolk Drive
Drainage Improvements
LINE "A"
LINE "B"
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 10/13/2026
AutoCAD SHX Text
PRELIMINARY FOR REVIEW ONLY
AutoCAD SHX Text
ADDED 29X42 ARCH PIPE
AutoCAD SHX Text
RELEASED FOR BIDS
AutoCAD SHX Text
ADDED ROOF DRAIN PIPES, INCREASED CONC. & ASPHALT DEMO
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 = 20 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.
FINISH GRADE (TYP)
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File details come from the government source that posted it. Updated .