Cannon-Circle-FOR-BIDS.pdf

Site

Site

Greenville County Neighborhood Drainage Improvement Program

Cannon Circle

Cv-1

Drainage Improvements

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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 Erosion Control Notes & Details

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AutoCAD SHX Text Drainage Details

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AutoCAD SHX Text Demolition Plan

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SD-1

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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 Shannon Circle

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0.11 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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FOR BIDS

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Project Notes Dt-1Cannon Circle Drainage Improvements

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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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INSTALL NEW DRAINAGE SYSTEM

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INSTALL INLET PROTECTION DEVICES AS WORK PROGRESSES

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INSTALL TEMP. CHECK DAMS AND RIP RAP ARMOR AT OUTFALLS

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COMPLETE DRAINAGE, PATCH PAVEMENT, FINE GRADE

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SITE CLEAN-UP, INSTALL ECB AND FINAL GRASSING

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FINAL STABILIZATION, REMOVE EROSION CONTROL MEASURES

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SEEDING INSTALLATION CHART

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DATE

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SEED TYPE

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RATE

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AUG 15 - NOV 1

AutoCAD SHX Text Tall Fescue

AutoCAD SHX Text 120 lbs/acre

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NOV 1 - MAR 1

AutoCAD SHX Text Tall Fescue

AutoCAD SHX Text 120 lbs/acre

AutoCAD SHX Text Abruzzi Rye

AutoCAD SHX Text 25 lbs/acre

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MAR 1 - APR 15

AutoCAD SHX Text Tall Fescue

AutoCAD SHX Text 120 lbs/acre

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APR 15 - JUN 30

AutoCAD SHX Text Hulled Common Bermuda

AutoCAD SHX Text 25 lbs/acre

AutoCAD SHX Text Sericea Lespedeza (Unhulled)

AutoCAD SHX Text 50 lbs/acre

AutoCAD SHX Text Sericea Lespedeza (Hulled)

AutoCAD SHX Text 50 lbs/acre

AutoCAD SHX Text Browntop Millet

AutoCAD SHX Text 25 lbs/acre

AutoCAD SHX Text Sorghum-Sudon Hybrids

AutoCAD SHX Text 30 lbs/acre

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JUL 1 - AUG 15

AutoCAD SHX Text Tall Fescue

AutoCAD SHX Text 120 lbs/acre

AutoCAD SHX Text Browntop Millet

AutoCAD SHX Text 25 lbs/acre

AutoCAD SHX Text Sorghum-Sudon Hybrids

AutoCAD SHX Text 30 lbs/acre

AutoCAD SHX Text SITE INFORMATION: 1. THE PROJECT IS LOCATED IN GREENVILLE COUNTY. 2. THE TOTAL DISTURBANCE ON EACH SITE CONSISTS OF ROUGHLY 0.11 AC AT GREAT GLEN RD/COATBRIDGE RD, 0.05 AC AT GREAT GLEN RD/SUTHERLAND HILL DR, AND 0.05 AC AT GREAT GLEN RD/WETHERILL RD. 3. RUNOFF FROM THE PROJECT FLOWS TO UPPER BRUSHY CREEK. 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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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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FOR BIDS

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

Erosion Control Notes & Details Dt-2Cannon Circle

Drainage Improvements

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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STEEL POST

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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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GRADE

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RIP RAP (D50=6")

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PLACE GEOTEXTILE UNDER RIP RAP

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

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SLOPE

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SEDIMENT TUBE (18" DIA.)

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PLACE STAKE AT "FRONT" OF TUBE

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18" EMBED (MIN.)

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SLOPE

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DAM SPACING

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

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3' MIN.

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STAKE

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1'-0" MIN.

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CB

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SCALE: NONE

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%%UCB INLET PROTECTION

AutoCAD SHX Text NOTES: 1. CONTRACTOR TO EXCAVATE ±18" DEEP AROUND CB.2. THIS DEPRESSION WILL HELP TRAP SEDIMENT DURING CONSTRUCTION. 3. ALL COLLECTED SEDIMENT TO BE REMOVED AND CB TO BE BACKFILLED FLUSH TO RIM AFTER SITE STABILIZATION IS COMPLETE.

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SHEET NO.

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SHEET NAME

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PROJECT NAME

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REVISIONS

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

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PRINTED:

AutoCAD SHX Text 4/23/2025

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PRELIMINARY FOR REVIEW ONLY

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FOR BIDS

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Drainage Details Dt-3Cannon Circle Drainage Improvements

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AutoCAD SHX Text R1"

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SCALE: NONE

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%%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.

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MIN. SIDE CLEARANCE

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FINISHED GRADE (SEE NOTE #6)

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UNDISTURBED SOIL

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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

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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

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%%UPAVEMENT PATCHING

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SCALE: NONE

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EXIST. PVMT.

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

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265#/SY H.M. ASPHALT INTERMEDIATE COURSE

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SUBRADE (UNDISTURBED)

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BACKFILL COMPACTED TO 95% MIN. STD. PROCTOR

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6" STABILIZED AGGREGATE BASE COUSE

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OVERLAY BY OTHERS

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EXIST. PVMT.

AutoCAD SHX Text NOTES: 1. HEAVY DUTY PAVEMENT SHOWN ON N. KINGS ROAD PLAN TO BE 8" ABC + 265#/SY H.M. ASPHALT INTERMEDIATE COURSE + 265#/SF H.M. ASPHALT SURFACE COURSE. 2. CONTRACTOR TO CONDUCT PROOFROLL WITH ENGINEER 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.

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SCALE: NONE

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%%URIP RAP APRON AT OUTLET

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* RIP RAP TO BE D50=12" UNLESS NOTED OTHERWISE

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FLOW DIRECTION

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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.

AutoCAD SHX Text

PRINTED:

AutoCAD SHX Text 4/23/2025

AutoCAD SHX Text

PRELIMINARY FOR REVIEW ONLY

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FOR BIDS

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AutoCAD SHX Text 30°

AutoCAD SHX Text 60°

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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

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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.

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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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SCALE: NONE

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%%UTYPE 9 INLET (EXTRUDED CURB)

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WEIR

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2' MANHOLERING AND COVER

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#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.

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%%UBOTTOM

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CB COVER TO BE 4" THK. MINIMUM

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SCALE: NONE

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%%UTYPE 9 CATCH BASIN

4"H-9"H OPENING

#14 Cannon Cir.

N/F Addison

#0574110114700

#12 Cannon Cir.

N/F Briemann

#0574110114800

#11 Cannon Cir.

N/F Amond

#0574110114100

#13 Cannon Cir.

N/F Beckner

#0574110114200

CANNON CIRCLE (F-051)

Existing Conditions & Demolition Plan Dm-1Cannon Circle

Drainage Improvements

#12A Cannon Circle Pinebrook Forest Pump Sta

REWA #311

AutoCAD SHX Text DRAWING NOTES: 1) APPROXIMATE R/W AND PROPERTY LINES TAKEN FROM COUNTY GIS AND ARE NOT TO BE RELIED UPON FOR LEGAL PURPOSES. 2) UTILITIES SHOWN ON THIS PLAN ARE TAKEN FROM PAVEMENT MARKINGS MADE BY LOCATION SERVICES ON MULTIPLE OCCASIONS AND ARE NOT TO BE RELIED UPON FOR EXCAVATION PURPOSES. 3) THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE MARKING OF ALL UNDERGROUND UTILITIES WITHIN THE PROJECT ZONE. THE UTILITIES MUST BE MARKED BEFORE STARTING ANY LAND DISTURBANCE ACTIVITIES.

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REMOVE TREE & GRUB STUMP

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REMOVE EXIST. STRUCTURE

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REMOVE EXIST. STRUCTURE

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REMOVE 24" RCP (±32 LF)

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REMOVE 24" RCP (±25 LF)

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FILL 24" RCP W/ FLOWABLE FILL (±190 LF)

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REMOVE 24" RCP (±8 LF)

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REMOVE & REPLACE 4' CHAIN LINK FENCE (±150 LF)

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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.

AutoCAD SHX Text

PRINTED:

AutoCAD SHX Text 4/23/2025

AutoCAD SHX Text

PRELIMINARY FOR REVIEW ONLY

AutoCAD SHX Text

FOR BIDS

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GRAPHIC SCALE

AutoCAD SHX Text 1 inch = 20 ft.

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SSMH T/8" (IN)=±850.7T/8" (OUT)=±850.5

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SS INTERSECTION T/8" (IN)=±850.9

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REMOVE CURB (±35 LF TOTAL)

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SAWCUT & REMOVE ASPHALT (±700 SF TOTAL)

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

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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

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UGC

AutoCAD SHX Text Cable (Underground)

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UGP

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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

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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

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AutoCAD SHX Text Gas Meter

AutoCAD SHX Text Pedestal

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PED

AutoCAD SHX Text W

AutoCAD SHX Text G

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MET

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SSV

AutoCAD SHX Text Sewer Service

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CSV

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PSV

AutoCAD SHX Text Power Service

AutoCAD SHX Text Cable Service

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WSV

AutoCAD SHX Text Gas Service

AutoCAD SHX Text Water Service

AutoCAD SHX Text Edge of Pvmt.

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GSV

AutoCAD SHX Text Curb & Gutter

AutoCAD SHX Text Extruded Curb

EXIST. ASPHALT DRIVEWAY

#14 Cannon Cir.

N/F Addison

#0574110114700

#12 Cannon Cir.

N/F Briemann

#0574110114800

#11 Cannon Cir.

N/F Amond

#0574110114100

#13 Cannon Cir.

N/F Beckner

#0574110114200

CANNON CIRCLE (F-051)

#355 Log Shoals Rd N/F Hall Trust

#0583010101303

Drainage System Plan View SD-1Cannon Circle

Drainage Improvements

#12A Cannon Circle Pinebrook Forest Pump Sta

REWA #311

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GRAPHIC SCALE

AutoCAD SHX Text 1 inch = 20 ft.

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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.

AutoCAD SHX Text

PRINTED:

AutoCAD SHX Text 4/23/2025

AutoCAD SHX Text

PRELIMINARY FOR REVIEW ONLY

AutoCAD SHX Text

FOR BIDS

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text DRAWING NOTES: 1) APPROXIMATE R/W AND PROPERTY LINES TAKEN FROM COUNTY GIS AND ARE NOT TO BE RELIED UPON FOR LEGAL PURPOSES. 2) UTILITIES SHOWN ON THIS PLAN ARE TAKEN FROM PAVEMENT MARKINGS MADE BY LOCATION SERVICES ON MULTIPLE OCCASIONS AND ARE NOT TO BE RELIED UPON FOR EXCAVATION PURPOSES. 3) THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE MARKING OF ALL UNDERGROUND UTILITIES WITHIN THE PROJECT ZONE. THE UTILITIES MUST BE MARKED BEFORE STARTING ANY LAND DISTURBANCE ACTIVITIES.

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SSMH T/8" (IN)=±850.7T/8" (OUT)=±850.5

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SS INTERSECTION T/8" (IN)=±850.9

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INSTALL NEW DRIVEWAY APRON WITH SWALE

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CLASS C RIPRAP ON GEOTEXTILE

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

CLASS C RIPRAP ON GEOTEXTILE

EXIST. ASPHALT DRIVEWAY

Drainage System Profile View Prf-1Cannon Circle

Drainage Improvements

STORM DRAIN PROFILE

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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.

AutoCAD SHX Text

PRINTED:

AutoCAD SHX Text 4/23/2025

AutoCAD SHX Text

PRELIMINARY FOR REVIEW ONLY

AutoCAD SHX Text

FOR BIDS

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

EXIST. 8" SEWER (APPROX.)

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CLASS C RIPRAP ON GEOTEXTILE

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CLASS C RIPRAP ON GEOTEXTILE

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GRAPHIC SCALE

1 inch = 20 ft.