NDIP-Great-Glen-Rd-FOR-BIDS-20240905.pdf

PDF 2 MB Posted Sep 5, 2024

Attached to: Great Glen Road Drainage Improvements
Solicitation number: IFB #25016
Issued by: Greenville County, South Carolina

About this file

Written by GovTribe AI · May 13, 2025

This document is a comprehensive set of engineering plans and technical specifications for the Greenville County Neighborhood Drainage Improvement Program, specifically focusing on the Great Glen Road Drainage Improvements project. The project involves drainage system upgrades at three distinct locations within the Del Norte Estates Subdivision, targeting stormwater runoff management. The engineering plans include detailed demolition plans, drainage system plans, erosion control details, and system profiles for segments along Great Glen Road, Sutherland Hill Drive, Coatbridge Road, and Wetherill Road. The project requires removing existing infrastructure, installing new drainage pipes, creating erosion control measures, and reconstructing affected areas across multiple residential properties.

The technical documents indicate this is a county-funded infrastructure improvement project, with precise engineering specifications for pipe installation, grading, and stormwater management. The project involves multiple structures and drainage interventions, with specific technical details for pipe bedding, inlet configurations, pavement patching, and riprap apron installations. The documents show meticulous planning for drainage improvements, including precise elevation measurements, pipe gradients, and considerations for existing utility infrastructure. The project appears to be designed to address localized drainage challenges, with a focus on managing stormwater runoff and preventing potential erosion issues in the residential neighborhood.

View the file

Other files

File	Type	Posted
Great_Glen_Road_Drainage_Improvements_(Addendum_#3_Revision).pdf	PDF	Sep 5, 2024
Project_Specifications_Great_Glen_Road_Drainage_.pdf	PDF	Aug 28, 2024
REVISED_Bid_Schedule_&_Proposal_Forms.pdf	PDF	Aug 28, 2024
COG_Sub_W9_.pdf	PDF	Aug 15, 2024
Sample_Construction_Agreement.pdf	PDF	Aug 15, 2024
Great_Glen_Road_Construction_Plan_for_Bids.pdf	PDF	Aug 15, 2024
NDIP-2024-Great-Glen-Rd-FOR-BIDS-1.pdf	PDF	Aug 8, 2024
01-Project_Great_Glen_Intersections-Improvements.doc	DOC document	Aug 8, 2024
02-Project_Great_Glen_Intersections_Line-Items.doc	DOC document	Aug 8, 2024

On GovTribe

Work with this file

Download the original file
Contacts named in this file
Similar government files
Ask GovTribe AI about this file

Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

#2 #1

Site

Greenville County Neighborhood Drainage Improvement Program

Great Glen Road

Cv-1

Drainage Improvements

AutoCAD SHX Text

INDEX OF DRAWINGS

AutoCAD SHX Text

SHEET NO.

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

COUNT

AutoCAD SHX Text Cv-1

AutoCAD SHX Text Cover Sheet

AutoCAD SHX Text

AutoCAD SHX Text Dt-1

AutoCAD SHX Text Project Notes

AutoCAD SHX Text

AutoCAD SHX Text Dt-2

AutoCAD SHX Text Erosion Control Notes & Details

AutoCAD SHX Text

AutoCAD SHX Text Dt-3

AutoCAD SHX Text Drainage Details

AutoCAD SHX Text

#1) GREAT GLEN RD/SUTHERLAND HILL DR

AutoCAD SHX Text Dm-1

AutoCAD SHX Text Demolition Plan

AutoCAD SHX Text

SD-1

AutoCAD SHX Text SD System Plan

AutoCAD SHX Text

AutoCAD SHX Text Prf-1

AutoCAD SHX Text SD System Profile

AutoCAD SHX Text

#2) GREAT GLEN RD/COATBRIDGE RD

AutoCAD SHX Text Dm-2

AutoCAD SHX Text Demolition Plan

AutoCAD SHX Text

SD-2

AutoCAD SHX Text SD System Plan

AutoCAD SHX Text

AutoCAD SHX Text Prf-2

AutoCAD SHX Text SD System Profile

AutoCAD SHX Text

#3) GREAT GLEN RD/WETHERILL RD

AutoCAD SHX Text Dm-3

AutoCAD SHX Text Demolition Plan

AutoCAD SHX Text

SD-3

AutoCAD SHX Text SD System Plan

AutoCAD SHX Text

AutoCAD SHX Text Prf-3

AutoCAD SHX Text SD System Profile

AutoCAD SHX Text

TOTAL

AutoCAD SHX Text

AutoCAD SHX Text Bypass

AutoCAD SHX Text

TRAVELERS REST

AutoCAD SHX Text

MAULDIN

AutoCAD SHX Text

SIMPSONVILLE

AutoCAD SHX Text

FOUNTAIN INN

AutoCAD SHX Text

GREER

AutoCAD SHX Text

CITY OF GREENVILLE

AutoCAD SHX Text

MARIETTA

AutoCAD SHX Text

PELZER

AutoCAD SHX Text

TIGERVILLE

AutoCAD SHX Text

LAKE LANIER

AutoCAD SHX Text

PIEDMONT

AutoCAD SHX Text

GOWENSVILLE

AutoCAD SHX Text

PRINCETON

AutoCAD SHX Text

TAYLORS

AutoCAD SHX Text

CLEVELAND

AutoCAD SHX Text

POLK COUNTY, NC

AutoCAD SHX Text

HENDERSON COUNTY, NC

AutoCAD SHX Text

TRANSYLVANIA COUNTY, NC

AutoCAD SHX Text

ABBEVILLE COUNTY

AutoCAD SHX Text

LAURENS COUNTY

AutoCAD SHX Text

SPARTANBURG COUNTY

AutoCAD SHX Text

PICKENS COUNTY

AutoCAD SHX Text

ANDERSON COUNTY

AutoCAD SHX Text

CLIFFS VALLEY

AutoCAD SHX Text

NPDES PERMIT INFORMATION

AutoCAD SHX Text

PROJECT

AutoCAD SHX Text

DISTURBED

AutoCAD SHX Text Great Glen/Coatbridge

AutoCAD SHX Text

0.11 Ac.

AutoCAD SHX Text Great Glen/Sutherland Hill

AutoCAD SHX Text

0.05 Ac.

AutoCAD SHX Text Great Glen/Wetherill

AutoCAD SHX Text

0.05 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.

AutoCAD SHX Text

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.

AutoCAD SHX Text

REVISIONS

AutoCAD SHX Text

PRINTED:

AutoCAD SHX Text

PRELIMINARY FOR REVIEW ONLY

AutoCAD SHX Text

RELEASED FOR BIDS

AutoCAD SHX Text

REVISED PATCHING DETAIL & TYPE 1 INLET DETAIL (SHT DT-3)

AutoCAD SHX Text

AutoCAD SHX Text 9/5/2024

PROJECT NOTES Dt-1Great Glen Road Drainage Improvements

AutoCAD SHX Text

CONSTRUCTION SEQUENCE BAR CHART

AutoCAD SHX Text Start

AutoCAD SHX Text End

AutoCAD SHX Text

PRECONSTRUCTION MEETING PRIOR TO ANY LAND DISTURBANCE

AutoCAD SHX Text

INSTALL PERIMETER EROSION CONTROLS

AutoCAD SHX Text

MOBILIZATION, CLEARING AND GRUBBING, TREE REMOVAL

AutoCAD SHX Text

INSTALL NEW DRAINAGE SYSTEM

AutoCAD SHX Text

INSTALL INLET PROTECTION DEVICES AS WORK PROGRESSES

AutoCAD SHX Text

INSTALL TEMP. CHECK DAMS AND RIP RAP ARMOR AT OUTFALLS

AutoCAD SHX Text

COMPLETE DRAINAGE, PATCH PAVEMENT, FINE GRADE

AutoCAD SHX Text

SITE CLEAN-UP, INSTALL ECB AND FINAL GRASSING

AutoCAD SHX Text

FINAL STABILIZATION, REMOVE EROSION CONTROL MEASURES

AutoCAD SHX Text

SEEDING INSTALLATION CHART

AutoCAD SHX Text

DATE

AutoCAD SHX Text

SEED TYPE

AutoCAD SHX Text

RATE

AutoCAD SHX Text

AUG 15 - NOV 1

AutoCAD SHX Text Tall Fescue

AutoCAD SHX Text 120 lbs/acre

AutoCAD SHX Text

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

AutoCAD SHX Text

MAR 1 - APR 15

AutoCAD SHX Text Tall Fescue

AutoCAD SHX Text 120 lbs/acre

AutoCAD SHX Text

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

AutoCAD SHX Text

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.

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 9/5/2024

AutoCAD SHX Text

PRELIMINARY FOR REVIEW ONLY

AutoCAD SHX Text

RELEASED FOR BIDS

AutoCAD SHX Text

REVISED PATCHING DETAIL & TYPE 1 INLET DETAIL (SHT DT-3)

AutoCAD SHX Text

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-2Great Glen Road

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.

AutoCAD SHX Text

GRADE

AutoCAD SHX Text

GEOTEXTILE FABRIC ON 6"X6" WELDED WIRE BACKING

AutoCAD SHX Text

GRADE

AutoCAD SHX Text

STEEL POST

AutoCAD SHX Text

GEOTEXTILE FABRIC ON WIRE BACKING

AutoCAD SHX Text

EXTEND FABRIC TO BOTTOM OF TRENCH

AutoCAD SHX Text

FILL TRENCH WITH GRAVEL

AutoCAD SHX Text

WIDE

AutoCAD SHX Text

BACKFILL AND COMPACT TRENCH

AutoCAD SHX Text

EXTEND FABRIC TO BOTTOM OF TRENCH

AutoCAD SHX Text

GEOTEXTILE FABRIC ON WIRE BACKING

AutoCAD SHX Text

STEEL POST

AutoCAD SHX Text

MIN.

AutoCAD SHX Text

MIN.

AutoCAD SHX Text

MIN.

AutoCAD SHX Text

%%UFRONT VIEW

AutoCAD SHX Text

%%USILT FENCE

AutoCAD SHX Text

SCALE: NONE

AutoCAD SHX Text

%%URECTANGULAR TRENCH

AutoCAD SHX Text

CLEAN SILT FENCE WHEN SILT REACHES

AutoCAD SHX Text

HALF THE HEIGHT OF THE FENCE.

AutoCAD SHX Text

%%UNOTE:

AutoCAD SHX Text

%%UVEE TRENCH

AutoCAD SHX Text

%%USIDE VIEW

AutoCAD SHX Text

%%USIDE VIEW

AutoCAD SHX Text < 2%

AutoCAD SHX Text Slope

AutoCAD SHX Text

SLOPE LENGTH BETWEEN

AutoCAD SHX Text

ROWS OF SILT FENCE

AutoCAD SHX Text 100'

AutoCAD SHX Text 2 to 5%

AutoCAD SHX Text 75'

AutoCAD SHX Text 50'

AutoCAD SHX Text 25'

AutoCAD SHX Text > 20%

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

AutoCAD SHX Text

GRADE

AutoCAD SHX Text

DITCH SLOPE

AutoCAD SHX Text

%%USECTION A-A

AutoCAD SHX Text

RIP RAP (D50=6")

AutoCAD SHX Text

SCALE: NONE

AutoCAD SHX Text

PLACE GEOTEXTILE UNDER RIP RAP

AutoCAD SHX Text A

AutoCAD SHX Text

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

AutoCAD SHX Text

%%URIPRAP CHECK FOR LINED CHANNEL

AutoCAD SHX Text

TOP/DITCH

AutoCAD SHX Text

DITCH SLOPE

AutoCAD SHX Text

SCALE: NONE

AutoCAD SHX Text

FLOW

AutoCAD SHX Text A

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

AutoCAD SHX Text

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

AutoCAD SHX Text

%%UTUBE CHECK FOR LINED CHANNEL

AutoCAD SHX Text

SLOPE

AutoCAD SHX Text

TUBE SPACING

AutoCAD SHX Text >9%-12%

AutoCAD SHX Text 25'

AutoCAD SHX Text >6%-9%

AutoCAD SHX Text 50'

AutoCAD SHX Text 3%-6%

AutoCAD SHX Text 75'

AutoCAD SHX Text <3%

AutoCAD SHX Text 100'

AutoCAD SHX Text

TOP/DITCH

AutoCAD SHX Text

SEDIMENT TUBE (18" DIA.)

AutoCAD SHX Text

%%USECTION A-A

AutoCAD SHX Text

PLACE STAKE AT "FRONT" OF TUBE

AutoCAD SHX Text

18" EMBED (MIN.)

AutoCAD SHX Text

SLOPE

AutoCAD SHX Text

DAM SPACING

AutoCAD SHX Text >9%-12%

AutoCAD SHX Text 25'

AutoCAD SHX Text >6%-9%

AutoCAD SHX Text 50'

AutoCAD SHX Text 3%-6%

AutoCAD SHX Text 75'

AutoCAD SHX Text <3%

AutoCAD SHX Text 100'

AutoCAD SHX Text

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

AutoCAD SHX Text

FLOW

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

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

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

AutoCAD SHX Text

3' MIN.

AutoCAD SHX Text 1.5'

AutoCAD SHX Text

MAX.

AutoCAD SHX Text 2 x 4" WOOD FRAME

AutoCAD SHX Text

CATCH BASIN

AutoCAD SHX Text

FRAME

AutoCAD SHX Text

BURIED FABRIC

AutoCAD SHX Text

FILTER FABRIC

AutoCAD SHX Text

STAKE

AutoCAD SHX Text

1'-0" MIN.

AutoCAD SHX Text

SCALE: NONE

AutoCAD SHX Text

%%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.

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 9/5/2024

AutoCAD SHX Text

PRELIMINARY FOR REVIEW ONLY

AutoCAD SHX Text

RELEASED FOR BIDS

AutoCAD SHX Text

REVISED PATCHING DETAIL & TYPE 1 INLET DETAIL (SHT DT-3)

AutoCAD SHX Text

DRAINAGE DETAILS Dt-3Great Glen Road Drainage Improvements

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

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

FLOW LINE @ FACE OF CURB

AutoCAD SHX Text E.O.P.

AutoCAD SHX Text 30°

AutoCAD SHX Text

%%UINLET ON GRADE

AutoCAD SHX Text

FLOW LINE @ FACE OF CURB

AutoCAD SHX Text

6"H EXTRUD. CURB

AutoCAD SHX Text E.O.P.

AutoCAD SHX Text **2'x3' HOODED GRATE (SEE NOTE 4 BELOW)

AutoCAD SHX Text

%%UINLET AT SAG

AutoCAD SHX Text

FLOW

AutoCAD SHX Text

FLOW

AutoCAD SHX Text

FLOW

AutoCAD SHX Text

6" THK. CONCRETE 3000 PSI MIN.

AutoCAD SHX Text

6" THK. CONCRETE 3000 PSI MIN.

AutoCAD SHX Text

SCALE: NONE

AutoCAD SHX Text

%%UTYPE 1 INLET (EXTRUDED CURB)

AutoCAD SHX Text

6"-8" OPENING

AutoCAD SHX Text

SLOPE @ 3"/FT. MIN.

AutoCAD SHX Text

%%UORIFICE DETAIL

AutoCAD SHX Text NOTES: 1) SEE PLAN FOR CB SIZE. 2) ALIGN FRONT FACE OF CONC. APRON WITH FRONT FACE OF EXTRUD. CURB. 3) ALL CONCRETE TO BE 3000 PSI MIN. 4) **GRATES INSTALLED ON GRADE SHALL BE VANE TYPE (NEENAH R3246-AL) OR EQUIVALENT.

AutoCAD SHX Text

INLET ELEVATION PER PLAN

AutoCAD SHX Text

INLET ELEVATION PER PLAN

AutoCAD SHX Text 2'x3' HOODED GRATE

AutoCAD SHX Text

6" CURB

AutoCAD SHX Text

6" CURB

AutoCAD SHX Text

PRECAST CONC. BOX

AutoCAD SHX Text

FLOW LINE @ FACE OF CURB

AutoCAD SHX Text E.O.P.

AutoCAD SHX Text 30°

AutoCAD SHX Text

%%UINLET ON GRADE

AutoCAD SHX Text

FLOW LINE @ FACE OF CURB

AutoCAD SHX Text E.O.P.

AutoCAD SHX Text

2' MANHOLE

AutoCAD SHX Text

%%UINLET AT SAG

AutoCAD SHX Text

FLOW

AutoCAD SHX Text

FLOW

AutoCAD SHX Text

FLOW

AutoCAD SHX Text

6" THK. CONCRETE 3000 PSI MIN.

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

6"-8" OPENING

AutoCAD SHX Text

TAPERED EDGE

AutoCAD SHX Text

SLOPE @ 3"/FT. MIN.

AutoCAD SHX Text

%%UORIFICE DETAIL

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

AutoCAD SHX Text

INLET ELEVATION PER PLAN

AutoCAD SHX Text

2' MANHOLE

AutoCAD SHX Text

INLET ELEVATION PER PLAN

AutoCAD SHX Text

6" CURB

AutoCAD SHX Text

%%UPAVEMENT PATCHING

AutoCAD SHX Text

SCALE: NONE

AutoCAD SHX Text

EXIST. PVMT/BASE

AutoCAD SHX Text

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

AutoCAD SHX Text

SUBGRADE (UNDISTURBED)

AutoCAD SHX Text

BACKFILL COMPACTED TO 98% MIN. STD. PROCTOR

AutoCAD SHX Text

6" STABILIZED AGGREGATE BASE COURSE

AutoCAD SHX Text

350#/SY H.M. ASPHALT SURFACE COURSE

AutoCAD SHX Text

EXIST. PVMT/BASE

AutoCAD SHX Text NOTES: 1. THE COUNTY PROJECT MANAGER MAY ELECT TO REQUEST 100% AGGREGATE BACKFILL UNDER ALL ROADWAYS, PAID ACCORDING TO THE UNIT PRICE SUBMITTED ON THE CONTRACTOR'S BID. 2. CONTRACTOR TO CONDUCT PROOFROLL WITH COUNTY PROJECT MANAGER PRESENT BEFORE SCHEDULING PAVING.

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

6"H EXTRUD. CURB

AutoCAD SHX Text

6"H EXTRUD. CURB

AutoCAD SHX Text

6"H EXTRUD. CURB

AutoCAD SHX Text

6" CURB

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

AutoCAD SHX Text

%%URIP RAP APRON AT OUTLET

AutoCAD SHX Text

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

AutoCAD SHX Text

FLOW DIRECTION

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 9/5/2024

AutoCAD SHX Text

PRELIMINARY FOR REVIEW ONLY

AutoCAD SHX Text

RELEASED FOR BIDS

AutoCAD SHX Text

REVISED PATCHING DETAIL & TYPE 1 INLET DETAIL (SHT DT-3)

AutoCAD SHX Text

SUTHERLAND

HILL DRIVE (J-168)G

E A

T G

R D

J-

G R

E A

T G

R D

(J-15)

#302 Great Glen Road N/F Ard & Cuneo #0538090112100

#106 Sutherland Hill Road N/F Pam & Willis Horton

#0538090112000

#204 Great Glen Road N/F Lindsay & Harry Bryan

#0538090109400

Great Glen/Sutherland Hill DEMOLITION PLAN Dm-1Great Glen Road

Drainage Improvements

#205 Great Glen Road N/F Stanley Berry #0538090101300

#301 Great Glen Road N/F Kelli Simmons #0538090101400

AutoCAD SHX Text

SAWCUT, DISPOSE, & REPLACE PVMT. (±8'W)

AutoCAD SHX Text

SAWCUT, DISPOSE, & REPLACE PVMT. (±8'W)

AutoCAD SHX Text

SAWCUT, DISPOSE, & REPLACE CONC. (±8'W)

AutoCAD SHX Text

SAWCUT, DISPOSE, & REPLACE CONC. (±8'W)

AutoCAD SHX Text

SAWCUT, DISPOSE, & REPLACE PVMT. (±3'W)

AutoCAD SHX Text

DISPOSE & REPLACE EXT, CURB (±20 LF)

AutoCAD SHX Text

DISPOSE & REPLACE EXT, CURB (±20 LF)

AutoCAD SHX Text

DISPOSE & REPLACE EXT, CURB (±20 LF)

AutoCAD SHX Text

DISPOSE & REPLACE EXT, CURB (±65 LF)

AutoCAD SHX Text

PROPERTY LINE (APPROXIMATE)

AutoCAD SHX Text

POWER TRANSFORMER

AutoCAD SHX Text

GRAPHIC SCALE

AutoCAD SHX Text 1 inch = 20 ft.

AutoCAD SHX Text

DISPOSE EXISTING T9 AND 6 LF-15" RCP

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 9/5/2024

AutoCAD SHX Text

PRELIMINARY FOR REVIEW ONLY

AutoCAD SHX Text

RELEASED FOR BIDS

AutoCAD SHX Text

REVISED PATCHING DETAIL & TYPE 1 INLET DETAIL (SHT DT-3)

AutoCAD SHX Text

DISPOSE 6" DOGWOOD

AutoCAD SHX Text

DISPOSE 8' BUSHES (TYP)

AutoCAD SHX Text

DISPOSE 4' BUSHES (TYP)

AutoCAD SHX Text

TREES TO REMAIN (TYP)

AutoCAD SHX Text

EXIST. CREEK

AutoCAD SHX Text

REMOVE & REPLACE 8'H WOOD FENCE (±16 LF)

AutoCAD SHX Text

REMOVE & REPLACE 8'H WOOD FENCE (±16 LF)

AutoCAD SHX Text

DISPOSE 18" OAK

AutoCAD SHX Text

SEE NOTE #3

AutoCAD SHX Text

SEE NOTE #3

AutoCAD SHX Text

SEE NOTE #3

AutoCAD SHX Text

SEE NOTE #3

AutoCAD SHX Text CONTRACTOR TO ERECT 4' SKI FENCE OR OTHER BARRIER TO CONTAIN OWNER'S PETS DURING CONSTRUCTION.

AutoCAD SHX Text

REMOVE & REPLACE 8'H WOOD FENCE (±16 LF)

DISPOSE 24" OAK

SUTHERLAND

HILL DRIVE (J-168)G

E A

T G

R D

J-

G R

E A

T G

R D

(J-15)

#302 Great Glen Road N/F Ard & Cuneo #0538090112100

#106 Sutherland Hill Road N/F Pam & Willis Horton

#0538090112000

#204 Great Glen Road N/F Lindsay & Harry Bryan

#0538090109400

#205 Great Glen Road N/F Stanley Berry #0538090101300

#301 Great Glen Road N/F Kelli Simmons #0538090101400

Great Glen/Sutherland Hill SD SYSTEM PLAN SD-1Great Glen Road

Drainage Improvements

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

CAB

AutoCAD SHX Text

CAB

AutoCAD SHX Text Cable (Underground)

AutoCAD SHX Text

UGP

AutoCAD SHX Text

OHP

AutoCAD SHX Text Metal Fence

AutoCAD SHX Text Existing Contours

AutoCAD SHX Text Power (Overhead)

AutoCAD SHX Text Power (Underground)

AutoCAD SHX Text Proposed Contours

AutoCAD SHX Text G

AutoCAD SHX Text

AutoCAD SHX Text Gas Line

AutoCAD SHX Text Sanitary Sewer Line

AutoCAD SHX Text W

AutoCAD SHX Text Exist. Storm Drain

AutoCAD SHX Text Water Line

AutoCAD SHX Text New Storm Drain

AutoCAD SHX Text

UGP

AutoCAD SHX Text

OHP

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

PROPERTY LINE (APPROXIMATE)

AutoCAD SHX Text

POWER TRANSFORMER

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 9/5/2024

AutoCAD SHX Text

PRELIMINARY FOR REVIEW ONLY

AutoCAD SHX Text

RELEASED FOR BIDS

AutoCAD SHX Text

REVISED PATCHING DETAIL & TYPE 1 INLET DETAIL (SHT DT-3)

AutoCAD SHX Text

10 TONS RIP RAP, CLASS B

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) APPROXIMATE UTILITY LOCATIONS BASED ON SITE MARKINGS AND MAPS PROVIDED BY UTILITY PROVIDERS. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING SERVICES TO FIND ACTUAL LOCATIONS. 3) THE CONTRACTOR SHALL POTHOLE THE UTILITY CROSSINGS PRIOR TO EXCAVATION TO DETERMINE ACTUAL DEPTH OF PIPES/CABLES. THE CONTRACTOR SHALL NOTIFY THE COUNTY PROJECT MANAGER IMMEDIATELY REGARDING ANY POTENTIAL CONFLICTS WITH THE UNDERGROUND UTILITIES. 4) THE COUNTY SHALL PROVIDE A COMPREHENSIVE ELECTRONIC FILE FOR LAYOUT PURPOSES.

AutoCAD SHX Text

TIE 2 ROOF DRAINS TO NEW CB (±40 LF)

TEMP. FENCE (SEE Dm-1)

SD SYSTEM PROFILE

Great Glen/Sutherland Hill SD SYSTEM PROFILE Prf-1Great Glen Road

Drainage Improvements

AutoCAD SHX Text

AutoCAD SHX Text 2.5

AutoCAD SHX Text

VERTICAL SCALE

AutoCAD SHX Text 1 inch = 10 ft.

AutoCAD SHX Text

GRAPHIC SCALE

AutoCAD SHX Text 1 inch = 20 ft.

AutoCAD SHX Text SD SYSTEM INSTALLATION NOTES: 1) IN YARD AREAS, CONTRACTOR TO ADJUST INLET HEIGHT AND FINISHED GRADE AROUND INLET AS NECESSARY TO COLLECT SURFACE RUNOFF FROM YARD. 2) UTILITY CROSSINGS SHOWN ON THE PROFILE ARE APPROXIMATE AND SHALL NOT BE RELIED UPON FOR SD SYSTEM INSTALLATION. THE CONTRACTOR SHALL COORDINATE WITH ALL UNDERGROUND UTILITY PROVIDERS TO LOCATE UTILITIES IN PROXIMITY TO THE SD SYSTEM. 3) WHERE THERE IS LIMITED VERTICAL SEPARATION BETWEEN AN EXISTING UTILITY AND NEW SD SYSTEM, THE CONTRACTOR SHALL COORDINATE WITH THE UTILITY PROVIDER TO RESOLVE THE CONFLICT. 4) THE CONTRACTOR SHALL REGULARLY COMMUNICATE AND COORDINATE WITH PROPERTY OWNERS DURING SD INSTALLATION TO MINIMIZE DISRUPTION TO THE PROPERTY OWNERS AS MUCH AS POSSIBLE.

AutoCAD SHX Text

EXIST. SURFACE (APPROXIMATE)

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 9/5/2024

AutoCAD SHX Text

PRELIMINARY FOR REVIEW ONLY

AutoCAD SHX Text

RELEASED FOR BIDS

AutoCAD SHX Text

REVISED PATCHING DETAIL & TYPE 1 INLET DETAIL (SHT DT-3)

AutoCAD SHX Text

#10 Coatbridge Rd N/F Myra Schmidt #0538090109300

#111 Great Glen Road N/F Walter & Ziegenfus

#0538090101000

#112 Great Glen Road N/F Erin Rosenberg #0538090108600

#113 Great Glen Road N/F Joyce Rammel #0538090101100

#201 Great Glen Road N/F Kiera LaFalce #0538090101200

G R

N R

D (J

-1 5)

COATBRIDGE RD (J-14)

G R

E A

T G

R D

J-

Great Glen/Coatbridge DEMOLITION PLAN Dm-2Great Glen Road

Drainage Improvements

AutoCAD SHX Text

MET

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

CAB

AutoCAD SHX Text

CAB

AutoCAD SHX Text Cable (Underground)

AutoCAD SHX Text

UGP

AutoCAD SHX Text

OHP

AutoCAD SHX Text Metal Fence

AutoCAD SHX Text Existing Contours

AutoCAD SHX Text Power (Overhead)

AutoCAD SHX Text Power (Underground)

AutoCAD SHX Text Proposed Contours

AutoCAD SHX Text G

AutoCAD SHX Text

AutoCAD SHX Text Gas Line

AutoCAD SHX Text Sanitary Sewer Line

AutoCAD SHX Text W

AutoCAD SHX Text Exist. Storm Drain

AutoCAD SHX Text Water Line

AutoCAD SHX Text New Storm Drain

AutoCAD SHX Text

UGP

AutoCAD SHX Text

OHP

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

SAWCUT, DISPOSE, & REPLACE PVMT. (±14'W)

AutoCAD SHX Text

DISPOSE 15" RCP

AutoCAD SHX Text

SEE NOTE #4

AutoCAD SHX Text

DISPOSE 24" RCP

AutoCAD SHX Text

SEE NOTE #4

AutoCAD SHX Text

DISPOSE 24" RCP

AutoCAD SHX Text

SEE NOTE #4

AutoCAD SHX Text

SAWCUT, DISPOSE, & REPLACE PVMT. (±8'W)

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) APPROXIMATE UTILITY LOCATIONS BASED ON SITE MARKINGS AND MAPS PROVIDED BY UTILITY PROVIDERS. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING SERVICES TO FIND ACTUAL LOCATIONS. 3) THE CONTRACTOR SHALL POTHOLE THE UTILITY CROSSINGS PRIOR TO EXCAVATION TO DETERMINE ACTUAL DEPTH OF PIPES/CABLES. THE CONTRACTOR SHALL NOTIFY THE COUNTY PROJECT MANAGER IMMEDIATELY REGARDING ANY POTENTIAL CONFLICTS WITH THE UNDERGROUND UTILITIES. 4) FILL EXISTING PIPES WITH FLOWABLE FILL. SEE DETAIL AND NOTES ON OTHER SHEETS IN THIS PLAN SET.

AutoCAD SHX Text

DISPOSE & REPLACE EXT. CURB (±152 LF)

AutoCAD SHX Text

DISPOSE & REPLACE EXT. CURB (±10 LF)

AutoCAD SHX Text

DISPOSE & REPLACE EXT. CURB (±18 LF)

AutoCAD SHX Text

SAWCUT, DISPOSE, & REPLACE PVMT. (±3'W)

AutoCAD SHX Text

DISPOSE CB

AutoCAD SHX Text

DISPOSE CB

AutoCAD SHX Text

DISPOSE CB

AutoCAD SHX Text

REMOVE & REPLACE 4'H CHAIN LINK FENCE (±100 LF)

AutoCAD SHX Text

EXIST. MH

AutoCAD SHX Text

EXIST. CREEK

AutoCAD SHX Text

REMOVE & REPLACE 6'W GATE

AutoCAD SHX Text

REMOVE & REPLACE 3'W GATE

AutoCAD SHX Text

DISPOSE JB (COVERED)

AutoCAD SHX Text

EXIST. 6'H WOOD FENCE

AutoCAD SHX Text

PROPERTY LINE (APPROXIMATE)

AutoCAD SHX Text

GRAPHIC SCALE

AutoCAD SHX Text 1 inch = 20 ft.

AutoCAD SHX Text

TREE TO REMAIN

AutoCAD SHX Text

DISPOSE JB (COVERED)

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 9/5/2024

AutoCAD SHX Text

PRELIMINARY FOR REVIEW ONLY

AutoCAD SHX Text

RELEASED FOR BIDS

AutoCAD SHX Text

REVISED PATCHING DETAIL & TYPE 1 INLET DETAIL (SHT DT-3)

AutoCAD SHX Text

SEE NOTE #3

AutoCAD SHX Text

SEE NOTE #3

AutoCAD SHX Text

SEE NOTE #3

AutoCAD SHX Text

SEE NOTE #3

#10 Coatbridge Road N/F Myra Schmidt #0538090109300

#111 Great Glen Road N/F Walter & Ziegenfus

#0538090101000

#112 Great Glen Road N/F Erin Rosenberg #0538090108600

#113 Great Glen Road N/F Joyce Rammel #0538090101100

#201 Great Glen Road N/F Kiera LaFalce #0538090101200

G R

N R

D (J

-1

5) COATBRIDGE RD (J-14)

G R

E A

T G

R D

J-

Great Glen/Coatbridge SD SYSTEM PLAN SD-2Great Glen Road

Drainage Improvements

AutoCAD SHX Text

MET

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

CAB

AutoCAD SHX Text

CAB

AutoCAD SHX Text Cable (Underground)

AutoCAD SHX Text

UGP

AutoCAD SHX Text

OHP

AutoCAD SHX Text Metal Fence

AutoCAD SHX Text Existing Contours

AutoCAD SHX Text Power (Overhead)

AutoCAD SHX Text Power (Underground)

AutoCAD SHX Text Proposed Contours

AutoCAD SHX Text G

AutoCAD SHX Text

AutoCAD SHX Text Gas Line

AutoCAD SHX Text Sanitary Sewer Line

AutoCAD SHX Text W

AutoCAD SHX Text Exist. Storm Drain

AutoCAD SHX Text Water Line

AutoCAD SHX Text New Storm Drain

AutoCAD SHX Text

UGP

AutoCAD SHX Text

OHP

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

REWORK EXIST. CB, ADD 4X4 TOP WITH MH COVER

AutoCAD SHX Text

EXIST. CREEK

AutoCAD SHX Text

PROPERTY LINE (APPROXIMATE)

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 9/5/2024

AutoCAD SHX Text

PRELIMINARY FOR REVIEW ONLY

AutoCAD SHX Text

RELEASED FOR BIDS

AutoCAD SHX Text

REVISED PATCHING DETAIL & TYPE 1 INLET DETAIL (SHT DT-3)

AutoCAD SHX Text

SEE NOTE #3

AutoCAD SHX Text

10 TONS RIP RAP, CLASS B

AutoCAD SHX Text

NEW 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) APPROXIMATE UTILITY LOCATIONS BASED ON SITE MARKINGS AND MAPS PROVIDED BY UTILITY PROVIDERS. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING SERVICES TO FIND ACTUAL LOCATIONS. 3) THE CONTRACTOR SHALL POTHOLE THE UTILITY CROSSINGS PRIOR TO EXCAVATION TO DETERMINE ACTUAL DEPTH OF PIPES/CABLES. THE CONTRACTOR SHALL NOTIFY THE COUNTY PROJECT MANAGER IMMEDIATELY REGARDING ANY POTENTIAL CONFLICTS WITH THE UNDERGROUND UTILITIES. 4) THE COUNTY SHALL PROVIDE A COMPREHENSIVE ELECTRONIC FILE FOR LAYOUT PURPOSES.

Great Glen/Coatbridge SD SYSTEM PROFILE Prf-2Great Glen Road

Drainage Improvements

AutoCAD SHX Text

AutoCAD SHX Text 2.5

AutoCAD SHX Text

VERTICAL SCALE

AutoCAD SHX Text 1 inch = 10 ft.

AutoCAD SHX Text

GRAPHIC SCALE

AutoCAD SHX Text 1 inch = 20 ft.

AutoCAD SHX Text

ROAD C/L (APPROXIMATE)

AutoCAD SHX Text

EXIST. SURFACE (APPROXIMATE)

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 9/5/2024

AutoCAD SHX Text

PRELIMINARY FOR REVIEW ONLY

AutoCAD SHX Text

RELEASED FOR BIDS

AutoCAD SHX Text

REVISED PATCHING DETAIL & TYPE 1 INLET DETAIL (SHT DT-3)

AutoCAD SHX Text

WETHERILL RD (J-167)

#7 Wetherill Road N/F Juan Contreras #0538090107600

#8 Great Glen Road N/F Stephen McKisic

#0538090107500

#6 Wetherill Road N/F Adam Rogalski #0538090108200

#100 Great Glen Road N/F Tommy Prince #0538090108300

G R

N R

D (J

-1 5)

Great Glen/Wetherill DEMOLITION PLAN Dm-3Great Glen Road

Drainage Improvements

AutoCAD SHX Text

MET

AutoCAD SHX Text

SEE NOTE #3

AutoCAD SHX Text

SEE NOTE #3

AutoCAD SHX Text

SAWCUT & DISPOSE ±3 LF-15" RCP FORNEW 2X3 INLET (SEE SHEET SD-3)

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

CAB

AutoCAD SHX Text

CAB

AutoCAD SHX Text Cable (Underground)

AutoCAD SHX Text

UGP

AutoCAD SHX Text

OHP

AutoCAD SHX Text Metal Fence

AutoCAD SHX Text Existing Contours

AutoCAD SHX Text Power (Overhead)

AutoCAD SHX Text Power (Underground)

AutoCAD SHX Text Proposed Contours

AutoCAD SHX Text G

AutoCAD SHX Text

AutoCAD SHX Text Gas Line

AutoCAD SHX Text Sanitary Sewer Line

AutoCAD SHX Text W

AutoCAD SHX Text Exist. Storm Drain

AutoCAD SHX Text Water Line

AutoCAD SHX Text New Storm Drain

AutoCAD SHX Text

UGP

AutoCAD SHX Text

OHP

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

DISPOSE & REPLACE EXT. CURB (±16 LF)

AutoCAD SHX Text

PROPERTY LINE (APPROXIMATE)

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 9/5/2024

AutoCAD SHX Text

PRELIMINARY FOR REVIEW ONLY

AutoCAD SHX Text

RELEASED FOR BIDS

AutoCAD SHX Text

REVISED PATCHING DETAIL & TYPE 1 INLET DETAIL (SHT DT-3)

AutoCAD SHX Text

SEE NOTE #3

AutoCAD SHX Text

SAWCUT, DISPOSE & REPLACE PVMT. (±8'W)

AutoCAD SHX Text

EXIST. 8" BLOCK WALL, ±18" H

AutoCAD SHX Text

EXIST. 15" RCP

AutoCAD SHX Text

EXIST. 15" RCP

AutoCAD SHX Text

DISPOSE EXIST. TOP, REWORK CB

DISPOSE & REPLACE EXT. CURB (±16 LF)

#7 Wetherill Road N/F Juan Contreras #0538090107600

#8 Great Glen Road N/F Stephen McKisic

#0538090107500

#6 Wetherill Road N/F Adam Rogalski #0538090108200

#100 Great Glen Road N/F Tommy Prince

#0538090108300WETHERILL RD (J-167)

G R

N R

D (J

-1 5)

Great Glen/Wetherill SD SYSTEM PLAN SD-3Great Glen Road

Drainage Improvements

AutoCAD SHX Text

MET

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.

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated May 13, 2025.