ATTACHMENT_B_DCWS_Hwy_178_Water_Line_Ext_05-12-2025_Plans.pdf
PDF 7 MB Posted
- Attached to
- Highway 178 Water Line Extension State and local contract opportunity
- Solicitation number
- 2025-41
- Issued by
- Dorchester County, South Carolina
View the file
Other files for this state and local contract opportunity
| File | Type | Posted |
|---|---|---|
| Highway_178_Water_Line_Extension_(Addendum_#3_Revision).pdf | ||
| ATTACHMENT_A_DCWS_Hwy_178_Water_Line_Extension.Specifications.pdf | ||
| ATTACHMENT_C_Sample_Contract.pdf |
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Text version
HIGHWAY 178 WATER LINE
EXTENSION
LOCATED NEAR HARLEYVILLE
DORCHESTER COUNTY, SOUTH CAROLINA
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before you dig.Call
DORCHESTER COUNTY
WATER AND SEWER DEPARTMENT
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HIGHWAY 178 CHARLESTON HWY (75' R/W)
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\\Itsfs1-2k12\pwdshr\Water and Sewer\Water and Sewer Projects\Hwy 178 Water Line Extension\Drawings\Survey\hwy 178 water line extension BASE.dwg4/25/2025 1:18 PM
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STA 93+10 BEGIN RJ PIPE
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64 LF OF 20" STEEL CASING (MIN. THICKNESS 0.375") BY JACK & BORE
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STA 93+47 1-12" 45° BEND (ROTATED 45° DOWN)
AutoCAD SHX Text STA 93+41 1-12"x6" TEE 7 LF OF 6" RJ DIP 1-6" GATE VALVE WITH VALVE BOX 1-FIRE HYDRANT
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AutoCAD SHX Text CONTACTS: CARL RAGOS, P.E., MBA WATER AND SEWER PRINCIPAL ENGINEER (843) 832-0075 832-0075 OTIS WARD OPERATIONS AND MAINTENANCE MANAGER (843) 259-1373 STEVEN RICKER NEW CONSTRUCTION PROJECT MANAGER (843) 714-5721 LARRY HARPER DIRECTOR OF WATER AND SEWER (843) 832-0075
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235 DEMING WAY SUMMERVILLE, SC 29483 PHONE: (843) 832-0075 FAX: (843) 832-0073
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AUGUST 14, 2024
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AUGUST 14, 2024
AutoCAD SHX Text ENGINEER'S CERTIFICATION STATEMENT: : I HAVE PLACED MY SIGNATURE AND SEAL ON THE DESIGN DOCUMENTS SUBMITTED SIGNIFYING THAT I ACCEPT RESPONSIBILITY FOR THE DESIGN OF THE SYSTEM. FURTHER, I CERTIFY TO THE BEST OF MY KNOWLEDGE AND BELIEF THAT THE DESIGN IS CONSISTENT WITH THE REQUIREMENTS OF TITLE 48, CHAPTER 14 OF THE CODE OF LAWS OF SC, 1976 AS AMENDED, PURSUANT TO REGULATION 72-300 ET SEQ. (IF APPLICABLE), AND IN ACCORDANCE WITH THE TERMS AND CONDITIONS OF SCR100000. ANTONIO CARLOS RAGOS, P.E. #29604 DATEDATE
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DRAWING INDEX
DRAWING NUMBERDRAWING TITLE
GENERAL
- COVER SHEET
G01 GENERAL NOTES AND DRAWING INDEX
G02 EROSION AND CONTROL NOTES AND DETAILS
G03 EROSION AND CONTROL NOTES AND DETAILS
C01 PLAN AND PROFILE - STA 0+00 T0 STA 1+00
C02 PLAN AND PROFILE - STA 1+00 T0 STA 6+00
C03 PLAN AND PROFILE - STA 6+00 T0 STA 9+50
C04 PLAN AND PROFILE - STA 9+50 T0 STA 14+00
C05 PLAN AND PROFILE - STA 14+00 T0 STA 19+00
C06 PLAN AND PROFILE - STA 19+00 T0 STA 24+50
C07 PLAN AND PROFILE - STA 24+50 T0 STA 27+50
C08 PLAN AND PROFILE - STA 27+50 T0 STA 32+00
C09 PLAN AND PROFILE - STA 32+00 T0 STA 37+00
C10 PLAN AND PROFILE - STA 37+00 T0 STA 42+00
C11 PLAN AND PROFILE - STA 42+00 T0 STA 47+00
C12 PLAN AND PROFILE - STA 47+00 T0 STA 52+00
C13 PLAN AND PROFILE - STA 52+00 T0 STA 57+00
C14 PLAN AND PROFILE - STA 57+00 T0 STA 62+00
C15 PLAN AND PROFILE - STA 62+00 T0 STA 67+00
C16 PLAN AND PROFILE - STA 67+00 T0 STA 72+00
C17 PLAN AND PROFILE - STA 72+00 T0 STA 77+00
C18 PLAN AND PROFILE - STA 77+00 T0 STA 82+00
C19 PLAN AND PROFILE - STA 82+00 T0 STA 87+00
C20 PLAN AND PROFILE - STA 87+00 T0 STA 92+00
C21 PLAN AND PROFILE - STA 92+00 T0 STA 97+00
C22 PLAN AND PROFILE - STA 97+00 T0 STA 102+00
C23 PLAN AND PROFILE - STA 102+00 T0 STA 107+00
C24 PLAN AND PROFILE - STA 107+00 T0 STA 112+00
C25 PLAN AND PROFILE - STA 112+00 T0 STA 117+00
C26 PLAN AND PROFILE - STA 117+00 T0 STA 122+00
C27 PLAN AND PROFILE - STA 122+00 T0 STA 127+00
C28 PLAN AND PROFILE - STA 127+00 T0 STA 132+00
C29 PLAN AND PROFILE - STA 132+00 T0 STA 137+00
C30 PLAN AND PROFILE - STA 137+00 T0 STA 142+00
C31 PLAN AND PROFILE - STA 142+00 T0 STA 147+00
C32 PLAN AND PROFILE - STA 147+00 T0 STA 152+00
C33 PLAN AND PROFILE - STA 152+00 T0 STA 156+59
D01 STANDARD DETAILS
D02 STANDARD DETAILS
D03 STANDARD DETAILS
- RIGHT-OF-WAY
- SEWER MANHOLE
- CONTOUR LINE
- FENCE
- OVERHEAD POWER
- SEWER LINE
- WATER LINE
- SEWER VALVE
- GAS LINE
- FIBER OPTIC
- TELEPHONE LINE
- EDGE OF WOODS
- POWER POLE
- GUY WIRE
- TELEPHONE PEDESTAL
- MAILBOX
- STORM DRAIN MANHOLE
GENERAL NOTES:
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE TECHNICAL
SPECIFICATIONS AND ALL APPLICABLE PERMITS.
2. HORIZONTAL DATUM IS NAD 83, STATE PLANE COORDINATES. ALL
VERTICAL DATUM (ELEVATIONS) ARE NAVD88.
3. LOCATION SHOWN FOR UNDERGROUND UTILITIES AND STRUCTURES
ARE BASED ON FIELD SURVEYS, DORCHESTER COUNTY GIS, AND RECORD
DRAWINGS. THESE LOCATIONS SHALL BE FIELD VERIFIED BY THE
CONTRACTOR BOTH HORIZONTALLY AND VERTICALLY. CALL “PALMETTO
UTILITY PROTECTION SERVICE” (PUPS) (811 OR 888-721-7877) AT LEAST
72 HOURS PRIOR TO DIGGING FOR LOCATION ASSISTANCE.
CONTRACTOR IS RESPONSIBLE FOR CONTACTING ALL UTILITIES,
WHETHER THEY ARE A MEMBER OF PUPS OR NOT, PRIOR TO DIGGING.
4. CONTRACTOR TO LOCATE UTILITIES IN ADVANCE OF WORK TO
DETERMINE THE MATERIAL, EXACT SIZE, DEPTH, AND LOCATION.
5. LOCATE, EXCAVATE, AND EXPOSE ALL EXISTING UTILITY LINES. IF
ADDITIONAL PIPE IS REQUIRED TO WORK AROUND THE EXISTING
UTILITIES, THE CONTRACTOR WILL BE PAID ON THE UNIT PRICE BID FOR
THE ADDITIONAL WORK FOR THIS ITEM.
6. ALL AREAS DISTURBED BEYOND INDICATED LIMITS OF DISTURBANCE
SHALL BE RESTORED TO PRE-EXISTING CONDITIONS REGARDLESS OF
AREA AFFECTED AT NO ADDITIONAL COST TO DCWS.
7. WHEN FIELD CUTTING OF PIPE IS NECESSARY, THE CONTRACTOR SHALL
CUT PIPE WITH A PIPE SAW IN ACCORDANCE WITH APPLICABLE AWWA
AND ASTM REQUIREMENTS. FIELD WELDING OR TORCH-CUTTING ARE
PROHIBITED.
8. MAINTAIN ACCESS TO ALL RESIDENTS DURING CONSTRUCTION.
SEQUENCE OF CONSTRUCTION OPERATIONS:
1. NO WORK TO BE PERFORMED PRIOR TO RECEIPT OF NPDES COVERAGE FROM SOUTH
CAROLINA DEPARTMENT OF HEALTH AND ENVIRONMENTAL CONTROL (SCDHEC).
2. CONTRACTOR TO SCHEDULE A PRE-CONSTRUCTION MEETING PRIOR TO ANY
COMMENCEMENT OF WORK.
3. CONTRACTOR SHALL CONTACT THE SCDHEC REGIONAL EA OFFICE LISTED BELOW
PRIOR TO STARTING ANY LAND-DISTURBING ACTIVITIES. THE CONTRACTOR SHALL
ABIDE BY ALL REQUIREMENTS OF THE SOUTH CAROLINA NPDES GENERAL PERMIT FOR
STORMWATER DISCHARGES FROM CONSTRUCTION ACTIVITIES SCR100000.
LOWCOUNTRY EA CHARLESTON
1362 McMILLAN AVENUE, SUITE 300
CHARLESTON, SC 29405
(843) 953-0150
4. INSTALL EROSION AND SEDIMENTATION CONTROL MEASURES AS SHOWN ON THE
CONTRACT DRAWINGS. NO CONSTRUCTION OR LAND DISTURBANCE ACTIVITIES MAY
BEGIN UNTIL ALL EROSION AND SEDIMENTATION CONTROL MEASURES HAVE BEEN
INSTALLED AROUND CONSTRUCTION AREAS. IF CLEARING IS REQUIRED FOR
INSTALLATION OF A GIVEN MEASURE, ALL OTHER MEASURES SHOWN SHALL BE
INSTALLED FIRST. A DOUBLE ROW OF SILT FENCE IS TO BE INSTALLED IN ALL AREAS
BETWEEN THE DISTURBED AREA AND ALL WATERS OF THE STATE (WoS). A 10-FOOT
BUFFER SHALL BE MAINTAINED WHERE POSSIBLE BETWEEN THE SILT FENCE AND THE
WoS.
5. ONCE ALL MEASURES HAVE BEEN INSTALLED, THE SITE SHALL BE CLEARED AND
GRUBBED AS SHOWN ON THE CONTRACT DRAWINGS. CONTRACTOR
LAYDOWN/STOCKPILE/CONCRETE WASHOUT AREAS SHALL BE LOCATED AS SHOWN
ON THE CONTRACT DRAWINGS.
6. ALL PIPE WORK SHALL BE INSTALLED IN ACCORDANCE WITH STANDARD
CONSTRUCTION TECHNIQUES.ONLY THE LENGTH OF TRENCH IN WHICH PIPE CAN BE
INSTALLED IN ONE DAY'S TIME SHALL BE OPEN AT ANY TIME, WITH SPOIL MATERIAL
PLACED ON THE UPHILL SIDE OF THE TRENCH. PIPING SHALL BE CAPPED AT END OF
EACH WORK DAY TO PREVENT SEDIMENT FROM ENTERING. TRENCHES SHALL BE
BACKFILLED AT END OF EACH WORK DAY AND DISTURBED AREA SEEDED WITH
TEMPORARY SEEDING MEASURES AS NECESSARY.
7. EARTHWORK EXCAVATION AND FILL OPERATIONS SHALL BE PERFORMED IN
ACCORDANCE WITH STANDARD CONSTRUCTION TECHNIQUES. ALL EXCAVATION
DEWATERING FLOWS SHALL PASS THROUGH A SEDIMENT FILTERING DEVICE PRIOR
TO DISCHARGE. TOPSOIL SHALL BE STRIPPED AND STOCKPILED ON SITE. TOPSOIL
STOCKPILE SHALL HAVE PERIMETER EROSION CONTROL MEASURES INSTALLED AND
SEEDED WITH TEMPORARY SEEDING MEASURES DURING CONSTRUCTION ACTIVITIES.
8. STORM DRAINAGE DITCHES SHALL BE PROTECTED WITH APPROPRIATE EROSION
CONTROL MEASURES AT ALL TIMES. POSITIVE STORMWATER DRAINAGE AWAY FROM
CONSTRUCTION ACTIVITIES SHALL BE MAINTAINED AT ALL TIMES DURING
CONSTRUCTION.
9. TEMPORARY SEEDING MEASURES SHALL BE EMPLOYED 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 WHERE STABILIZATION MEASURES WOULD BE
PRECLUDED BY SNOW OR FROZEN GROUND CONDITIONS, OR WHERE CONSTRUCTION
ACTIVITY WILL BE RESUMED WITHIN 14 DAYS.
10. ONCE ALL EARTHWORK AND CONSTRUCTION ACTIVITIES ARE COMPLETE, FINAL
GRADING MAY BEGIN.
11. UPON COMPLETION OF FINAL GRADING, PERMANENT SEEDING, MULCHING, AND
FERTILIZING MEASURES SHALL BE EMPLOYED ON ALL DISTURBED AREAS AS SPECIFIED
IN THE CONTRACT DOCUMENTS. ALL EROSION CONTROL MEASURES SHALL REMAIN
IN PLACE UNTIL ENTIRE SITE HAS BEEN STABILIZED.
12. ONCE PERMANENT STABILIZATION HAS OCCURRED AND APPROVED BY LOCAL
AUTHORITIES, CONTRACTOR SHALL FILE A NOTICE OF TERMINATION (NOT) AS PER
THE REQUIREMENTS OF THE SOUTH CAROLINA NPDES GENERAL PERMIT FOR
STORMWATER DISCHARGES FROM CONSTRUCTION ACTIVITIES SCR100000. ANY
AREAS DISTURBED BY THE REMOVAL OF THESE MEASURES SHALL BE RETURNED AS
CLOSELY AS POSSIBLE TO ORIGINAL CONDITION AND SEEDED, MULCHED, AND
FERTILIZED AS SPECIFIED IN THE CONTRACT DOCUMENTS.
SEDIMENT AND EROSION CONTROL:
1. IF NECESSARY, SLOPES, WHICH EXCEED WIGHT (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 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:
WHERE STABILZIATION BY THE 14TH DAY IS PRECLUDED BY SNOW
COVER OR FORZEN GROUND CONDITIONS STABILIZATION MEASURES
MUST BE INITIATED AS SOON AS PRACTICABLE.
WHERE CONSTRUCTION ACTIVITY ON A PORTION OF THE SITE IS
TEMPORARILY CEASED, AND EARTH-DISTURBING ACTIVITIES WILL BE
RESUMED WITHIN 14 DAYS, TEMPORARILY STABILIZATION MEASURES
DO NOT HAVE TO BE INITIATED ON THAT PORTION OF THE SITE.
3. ALL SEDIMENT AND EROSION CONTROL DEVICES SHALL BE INSPECTED ONCE
EVERY CALENDAR WEEK. IF PERIODIC INSPECTION OR OTHER INFORMATION
INDICATES THAT A BMP HAS BEEN INAPPROPRIATELY OR INCORRECTLY
INSTALLED, THE PERMITTEE MUST ADDRESS THE NECESSARY REPLACEMENT OR
MODIFICATION REQUIRED TO CORRECT THE BMP WITHIN 48 HOURS OF
IDENTIFICATION.
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 SEDIMENT BEFORE BEING PUMPED BACK INTO ANY WATERS OF THE
STATE (WoS).
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 ROADWAY(S) FROM CONSTRUCTION AREAS AND THE
GENERATION OF DUST. THE CONTRACTOR SHALL DAILY REMOVE MUD/SOIL
FROM PAVEMENT, AS MAY BE REQUIRED.
7. RESIDENTIAL SUBDIVISION 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 CAN'T 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 STORMWATER MUST BE PREVENTED FROM BECOMING A POLLUTANT
SOURCE IN STORMWATER DISCHARGES.
11. A COPY OF THE SWPPP, INSPECTION RECORDS, AND RAINFALL DATA MUST BE
RETAINED AT THE CONSTRUCTION SITE OR A NEARBY LOCATION EASILY
ACCESSIBLE DURING NORMAL BUSINESS HOURS, FROM THE DATE OF
COMMENCEMENT OF CONSTRUCTION ACTIVITIES TO THE DATE THAT FINAL
STABILIZATION IS REACHED.
12. INITIATE STABILIZATION MEASURES ON ANY EXPOSED STEEP SLOPE (3H:1V OR
GREATER) WHERE LAND-DISTURBING ACTIVITIES HAVE PERMANENTLY OR
TEMPORARILY CEASED, AND WILL NOT RESUME FOR A PERIOD OF 7 CALENDAR
DAYS.
13. MINIMIZE THE DISCHARGE OF POLLUTANTS FROM EQUIPMENT AND VEHICLE
WASHING, WHEEL WASH WATER, AND OTHER WASH WATERS. WASH WATERS
MUST BE TREATED IN A SEDIMENT BASIN OR ALTERNATIVE CONTROL THAT
PROVIDES EQUIVALENT OR BETTER TREATMENT PRIOR TO DISCHARGE.
14. MINIMIZE THE DISCHARGE OF POLLUTANTS FROM DEWATERING OF TRENCHES
AND EXCAVATED AREAS. THESE DISCHARGES ARE TO BE ROUTED THROUGH
APPROPRIATE BMPs (SEDIMENT BASIN, FILTER BAG, ETC.).
15. THE FOLLOWING DISCHARGES FROM SITES ARE PROHIBITED:
WASTEWATER FROM WASHOUT OF CONCRETE, UNLESS MANAGED
BY AN APPROPRIATE CONTROL;
WASTEWATER FROM WASHOUT AND CLEANOUT OF STUCCO, PAINT,
FORM RELEASE OILS, CURING COMPOUNDS AND OTHER
CONSTRUCTION MATERIALS;
FUELS OILS, OR OTHER POLLUTANTS USED IN VEHICLE AND
EQUIPMENT OPERATION AND MAINTENANCE; AND
SOAPS OR SOLVENTS USED IN VEHICLE AND EQUIPMENT WASHING.
16. AFTER CONSTRUCTION ACTIVITIES HAVE BEGUN, INSPECTIONS MUST BE
CONDUCTED AT A MINIMUM OF AT LEAST ONCE EVERY CALENDAR WEEK AND
MUST BE CONDUCTED UNTIL FINAL STABILIZATION IS REACHED ON ALL AREAS
OF THE CONSTRUCTION SITE.
17. IF EXISTING BMPs NEED TO BE MODIFIED OR IF ADDITIONAL BMPs ARE
NECESSARY TO COMPLY WITH THE REQUIREMENTS OF THIS PERMIT AND/OR
SC'S WATER QUALITY STANDARDS, IMPLEMENTATION MUST BE COMPLETED
BEFORE THE NEXT STORM EVENT WHENEVER PRACTICABLE. IF
IMPLEMENTATION BEFORE THE NEXT STORM EVENT IS IMPRACTICABLE, THE
SITUATION MUST BE DOCUMENTED IN THE SWPPP AND ALTERNATIVE BMPs
18. MUST BE IMPLEMENTED AS SOON AS REASONABLY POSSIBLE.
19. A PRE-CONSTRUCTION CONFERENCE MUST BE HELD FOR EACH CONSTRUCTION
SITE WITH AN APPROVED ON-SITE SWPPP INSPECTION PRIOR TO THE
IMPLEMENTATION OF CONSTRUCTION ACTIVITIES. FOR NON-LINEAR PROJECTS
THAT DISTURB 10 ACRES OR MORE, THIS CONFERENCE MUST BE HELD ON-SITE
UNLESS THE DEPARTMENT HAS APPROVED OTHERWISE.
SCDOT NOTES:
1. FLOWABLE FILL SHALL BE USED AS BACK FILL MATERIAL FOR ALL
ROADWY CROSSINGS AND FOR EXCAVATION WITHIN 5 FEET FROM EDGE
OF PAVEMENT FOR HIGH VOLUME ROADWAYS AND/OR WITHIN 3 FEET
OF EDGE OF PAVEMENT FOR LOW VOLUME ROADWAYS.
2. ALL UTILITY LINES CROSSING UNDER STATE ROADWAYS MUST BE A
MINIMUM DEPTH OF 48".
3. ALL WATER METERS, AIR VALVES, ELECTRICAL TRANSFORMERS, CATV
CONNECTION BOXES, TELEPHONE PEDESTALS, AND/OR OTHER
UTILITY/SPLICE BOXES SHALL BE PLACED AT THE RIGHT OF WAY LINE.
4. THE DEPTH OF THE UTILITY LINE MUST MEET THE MINIMUM
REQUIREMENTS PER THE UAM: 42" BELOW THE LOWEST POINT OF THE
ROADWAY CROSS SECTION. THE ROADWAY CROSS SECTION INCLUDES
ANY DRAINAGE STRUCTURE AND/OR DITCHES OR SWALES.
5. DRIVEWAYS THAT ARE IMPACTED BY OPEN CUT INSTALLATION METHOD,
SHALL BE OVERLAID FOR THE FULL WIDTH WITHIN THE RIGHT OF WAY
LIMITS WITH LIKE MATERIAL.
6. BORE PITS MUST BE LOCATED A MINIMUM OF 5 FEET FROM THE EDGE
OF PAVEMENT.
7. ANY AND ALL VENTS INSTALLED FOR CASING PIPE MUST BE LOCATED AT
THE RIGHT OF WAY LINE.
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DORCHESTER COUNTY, SOUTH CAROLINA
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235 DEMING WAY SUMMERVILLE, SC 29483 PHONE: (843) 832-0075 FAX: (843) 832-0073
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DATE: PROJECT ENGINEER: DESIGN BY: DRAWN BY: CHECKED BY:
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ISSUED FOR
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JULY 2022 CR CR SL JC/OW
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AUGUST 14, 2024
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FLAT-BOTTOM TRENCH DETAIL V-SHAPED TRENCH DETAIL
SILT FENCE INSTALLATION
MAX. SEDIMENT TUBE SPACINGSLOPE
4%
SEDIMENT TUBE SPACING
3% 2%
LESS THAN 2%
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SEDIMENT TUBE INSTALLATION
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DORCHESTER COUNTY, SOUTH CAROLINA
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235 DEMING WAY SUMMERVILLE, SC 29483 PHONE: (843) 832-0075 FAX: (843) 832-0073
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DATE: PROJECT ENGINEER: DESIGN BY: DRAWN BY: CHECKED BY:
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REV
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ISSUED FOR
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JULY 2022 CR CR SL JC/OW
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MAXIMUM SPACING = 6 FT.
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FILTER FABRIC
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BACKFILL TRENCH WITH COMPACTED EARTH
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COMPACTED EARTH
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COMPACTED EARTH
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FILTER FABRIC
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8-IN.
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4-IN.
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18-IN. (MINIMUM)
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8-IN.
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RUNOFF
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RUNOFF
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RUNOFF
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18-IN. TO 24-IN.
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BURY FABRIC
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USE EITHER FLAT-BOTTOM OR V-BOTTOM TRENCH SHOWN BELOW
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FILTER FABRIC
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FILTER FABRIC
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1.25 LB./LINEAR FT. STEEL POSTS
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HEAVY DUTY PLASTIC TIE FOR STEEL POSTS
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18-IN. TO 24-IN.
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FLOW
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%%USEDIMENT TUBES - GENERAL NOTES
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1. Sediment tubes may be installed along contours, in drainage Sediment tubes may be installed along contours, in drainage conveyance channels, and around inlets to help prevent off-site discharge of sediment-laden stormwater runoff. 2. Sediment tubes are elongated tubes of compacted geotextiles, Sediment tubes are elongated tubes of compacted geotextiles, curled excelsior wood, natural coconut fiber, or hardwood mulch. Straw, pine needle, and leaf mulch-filled sediment tubes are not permitted. 3. The outer netting of the sediment tube should consist of The outer netting of the sediment tube should consist of seamless, high-density polyethylene photodegradable materials treated with ultraviolet stabilizers or a seamless, high-density polyethylene non-degradable material. 4. Sediment tubes, when used as checks within channels, should Sediment tubes, when used as checks within channels, should range between 18-inches and 24-inches depending on channel dimensions. Diameters outside this range may be allowed where necessary when approved. 5. Curled excelsior wood, or natural coconut products that are Curled excelsior wood, or natural coconut products that are rolled up to create a sediment tube are not allowed. 6. Sediment tubes should be staked using wooden stakes (2-inch Sediment tubes should be staked using wooden stakes (2-inch X 2-inch) or steel posts (standard "U" or "T" sections with a minimum weight of 1.25 pounds per foot) at a minimum of 48-inches in length placed on 2-foot centers. 7. Install all sediment tubes to ensure that no gaps exist Install all sediment tubes to ensure that no gaps exist between the soil and the bottom of the tube. Manufacturer's recommendations should always be consulted before installation. 8. The ends of adjacent sediment tubes should be overlapped The ends of adjacent sediment tubes should be overlapped 6-inches to prevent flow and sediment from passing through the field joint. 9. Sediment tubes should not be stacked on top of one another, Sediment tubes should not be stacked on top of one another, unless recommended by manufacturer. 10. Each sediment tube should be installed in a trench with a Each sediment tube should be installed in a trench with a depth equal to 1/5 the diameter of the sediment tube. 11. Sediment tubes should continue up the side slopes a minimum Sediment tubes should continue up the side slopes a minimum of 1-foot above the design flow depth of the channel. 12. Install stakes at a diagonal facing incoming runoff.
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1. The key to functional sediment tubes is weekly inspections, The key to functional sediment tubes is weekly inspections, routine maintenance, and regular sediment removal. 2. Regular inspections of sediment tubes shall be conducted Regular inspections of sediment tubes shall be conducted once every calendar week and, as recommended, within 24-hours after each rainfall even that produces 1/2-inch or more of precipitation. 3. Attention to sediment accumulations in front of the Attention to sediment accumulations in front of the sediment tube is extremely important. Accumulated sediment should be continually monitored and removed when necessary. 4. Remove accumulated sediment when it reaches 1/3 the Remove accumulated sediment when it reaches 1/3 the height of the sediment tube. 5. Removed sediment shall be placed in stockpile storage areas or spread thinly across disturbed area. Stabilize the removed sediment after it is relocated. 6. Large debris, trash, and leaves should be removed from in Large debris, trash, and leaves should be removed from in front of tubes when found. 7. If erosion causes the edges to fall to a height equal to If erosion causes the edges to fall to a height equal to or below the height of the sediment tube, repairs should be made immediately to prevent runoff from bypassing tube. 8. Sediment tubes should be removed after the contributing Sediment tubes should be removed after the contributing drainage area has been completely stabilized. Permanent vegetation should replace areas from which sediment tubes have been removed.
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%%USEDIMENT TUBES - INSPECTION & MAINTENANCE
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AS NECESSARY TO PREVENT REOCCURRENCE OF DAMAGE.
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DAMAGE AFTER DISCOVERY AND REINSTALL ADEQUATE CONTROL MEASURES
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THE CONTRACTOR SHALL IMMEDIATELY CLEANUP AND REPAIR ALL EROSION
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%%U SEDIMENT AND EROSION CONTROL PROCEDURES
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DURING CLEARING AND EARTHWORK ACTIVITIES THE CONTRACTOR SHALL
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INSTALL ALL EROSION CONTROL DEVICES SPECIFIED AND AS INDICATED
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ON THE DRAWINGS. DURING EACH PHASE OF SITE CONSTRUCTION THE
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CONTRACTOR SHALL ADJUST, RELOCATE AND/OR REINSTALL AS
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APPLICABLE ALL EROSION CONTROL DEVICES AND MEASURES NECESSARY
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TO PREVENT SOIL EROSION AND SEDIMENT DISCHARGE FROM THE SITE.
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IN ADDITION TO SPECIFIED TEMPORARY GRASSING AND STANDARD
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PROTECTION AS DETAILED. ALL DRAINAGE STRUCTURES SHALL HAVE
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GEOTEXTILE FABRIC PLACED OVER ALL FRAMES AND GRATES TO PREVENT
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SEDIMENT ENTRY INTO NEW STRUCTURES AND CONDUITS. ALL SEDIMENT
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SHALL BE CLEANED OUT OF STRUCTURES AND CONDUITS REGULARLY.
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TEMPORARY GRASSING AND SILT FENCE FILTER BARRIERS SHALL BE
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LANDSCAPING IS INSTALLED.
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SILT FENCE SHALL BE MAINTAINED AROUND THE DOWNSTREAM PERIMETER
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OF ALL ACTIVE EARTHWORK AREAS TO PREVENT SEDIMENT TRANSPORT
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ONTO ADJACENT PROPERTIES.
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%%UDHEC-OCRM STANDARD EROSION CONTROL NOTES
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1. SWPPP, inspection records, and rainfall data must be kept onsite or within thirty (30) minutes of the site at all times from the date of SWPPP, inspection records, and rainfall data must be kept onsite or within thirty (30) minutes of the site at all times from the date of commencement of construction activities to the date that final stabilization is achieved. These items should be in a designated area that is accessible to the inspectors. SWPPP inspections must be completed by a certified inspector. 2. If necessary, slopes, which exceed eight (8) vertical feet should be stabilized with synthetic or vegetative mats, in addition to hydroseeding. 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 until the slope is brought to grade. 3. Stabilization measures shall be initiated as soon as practicable in portions of the site where construction activities have temporarily or 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 buy 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, 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. 4. All sediment and erosion control devices shall be inspected once every calendar week. If periodic inspection or other information indicates All sediment and erosion control devices shall be inspected once every calendar week. If periodic inspection or other information indicates that a BMP has been inappropriately or incorrectly installed, the Permittee must address the necessary replacement or modification required to correct the BMP within 48 hours of identification. 5. Provide silt fence and/or other control devices, as may be required, to control soil erosion during utility construction. All disturbed areas 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 sediment before being pumped back into any waters of the State. 6. All erosion control devices shall be properly maintained during all phases of construction until the completion of all construction activities 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. 7. The contractor must take necessary action to minimize the tracking of mud onto paved roadway(s) from construction areas and the The contractor must take necessary action to minimize the tracking of mud onto paved roadway(s) from construction areas and the generation of dust. The contractor shall daily remove mud/soil from pavement, as may be required. 8. Residential subdivisions require erosion control features for infrastructure as well as for individual lot construction. Individual property owners 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. 9. Temporary diversion berms and/or ditches will be provided as needed during construction to protect work areas from upslope runoff 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. 10. 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 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 can't 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. 11. Litter, construction debris, oils, fuels, and building products with significant potential for impact (such as stockpiles of freshly treated 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. 12. Initiate stabilization measures on any exposed steep slope (3H:1V or greater) where land-disturbing activities have permanently or Initiate stabilization measures on any exposed steep slope (3H:1V or greater) where land-disturbing activities have permanently or temporarily ceased and will not resume for a period of 7 calendar days. 13. Minimize the topsoil compaction and, unless infeasible, preserve topsoil Minimize the topsoil compaction and, unless infeasible, preserve topsoil 14. Minimize the discharge of pollutants from equipment and vehicle washing, wheel wash water, and other wash waters. Wash waters must be Minimize the discharge of pollutants from equipment and vehicle washing, wheel wash water, and other wash waters. Wash waters must be treated in a sediment basin or alternative control that provides equivalent or better treatment prior to discharge. 15. Minimize the discharge of pollutants from dewatering of trenches and excavated areas. These discharges are to be routed through Minimize the discharge of pollutants from dewatering of trenches and excavated areas. These discharges are to be routed through appropriate BMPs (sediment basin, filter bag, etc.). 16. The following discharges from sites are prohibited: a. Wastewater from washout of concrete, unless managed by an appropriate control The following discharges from sites are prohibited: a. Wastewater from washout of concrete, unless managed by an appropriate control b. Wastewater from washout and cleanout of stucco, paint, form release oils, curing compounds, and other construction materials; Wastewater from washout and cleanout of stucco, paint, form release oils, curing compounds, and other construction materials; c. Fuels, oils, or other pollutants used in vehicle and equipment operation and maintenance; and Fuels, oils, or other pollutants used in vehicle and equipment operation and maintenance; and d. Soaps or solvents used in vehicle cleaning and equipment washing. Soaps or solvents used in vehicle cleaning and equipment washing. 17. After construction activities begin, inspections must be conducted at a minimum of at least once every calendar week and must be After construction activities begin, inspections must be conducted at a minimum of at least once every calendar week and must be conducted until final stabilization is reached on all areas of the construction sites 18. If existing BMPs need to be modified or if additional BMPs are necessary to comply with the requirements of this permit and/or SC's If existing BMPs need to be modified or if additional BMPs are necessary to comply with the requirements of this permit and/or SC's Water Quality Standards, implementation must be completed before the next storm event whenever practicable. If implementation before the next storm event is impracticable, the situation must be documented in the SWPPP and alternative BMPs must be implemented as soon as reasonably possible. 19. A Pre-Construction Conference must be held for each construction site with an approved On-Site SWPPP prior to the implementation of A Pre-Construction Conference must be held for each construction site with an approved On-Site SWPPP prior to the implementation of construction activities. For non-linear projects that disturb 10 acres or more this conference must be held on-site unless the Department has approved otherwise.
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CONTRACTOR.
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PERMANENT GRASSING OF ALL DISTURBED AREAS TO BE PERFORMED BY
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ALL SILT FENCE IS TO BE REMOVED UPON COMPLETION OF THIS PROJECT.
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PLAN SYMBOL
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DORCHESTER COUNTY, SOUTH CAROLINA
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235 DEMING WAY SUMMERVILLE, SC 29483 PHONE: (843) 832-0075 FAX: (843) 832-0073
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DATE: PROJECT ENGINEER: DESIGN BY: DRAWN BY: CHECKED BY:
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FEBRUARY 2014
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MIN.
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6-INCH
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100-FT. MIN.
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24-FT. MIN.
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AVERAGE STONE DIAMETER
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PUBLIC ROAD
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OF 2 TO 3-INCHES
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WITH A 6-INCH MINIMUM DEPTH
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UNDERLYING NON-WOVEN GEOTEXTILE FABRIC
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EDGES SHALL BE TAPERED OUT
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TOWARDS ROAD TO PREVENT
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TRACKING OF MUD ON THE EDGES
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SIZE
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SPECIFICATION
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ROCK PAD LENGTH
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ROCK PAD STONE SIZE
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6 INCHES
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24 FEET
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100 FEET
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STANDARD DRAWING NO.
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FEBRUARY 2014
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NOT TO SCALE
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SILT FENCE (SEE DETAIL)
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SOIL/SEDIMENT STOCKPILE AREA
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ORIGINAL GROUND SURFACE
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STA 0+04 1-12" 45° BEND
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STA 1+00 END RJ PIPE
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NOTE 1
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EXISTING GRADE
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3.5' (MIN.)
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100 LF OF RJ PIPE
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235 DEMING WAY SUMMERVILLE, SC 29483 PHONE: (843) 832-0075 FAX: (843) 832-0073
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DATE: PROJECT ENGINEER: DESIGN BY: DRAWN BY: CHECKED BY:
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OCT 2023 ACR ACR ACR ACR
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DORCHESTER COUNTY, SOUTH CAROLINA
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TMS # 013-00-00-007
202 MISTY GLEN
M
ATCH LIN
E SHEET C-3
M
ATCH LIN
E SHEET C-2
M
ATCH LIN
E SHEET C-2
M
ATCH LIN
E SHEET C-1
GRID NORTH
NAD 83
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C O
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N
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LA
N A
N D
P R
O
FI
LE
S
T A
+0
T
O S
T A
+0
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STA 1+00 END RJ PIPE
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STA 5+64 BEGIN RJ PIPE
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3.5' (MIN.)
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3.5' (MIN.)
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EXISTING GRADE
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12" C900 DR18 PVC
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36 LF OF RJ PIPE
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235 DEMING WAY SUMMERVILLE, SC 29483 PHONE: (843) 832-0075 FAX: (843) 832-0073
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DATE: PROJECT ENGINEER: DESIGN BY: DRAWN BY: CHECKED BY:
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OCT 2023 ACR ACR ACR ACR
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DORCHESTER COUNTY, SOUTH CAROLINA
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15" RCP
IE: 100.17'
15" RCP
IE: 100.81'
TM
S # 013-00-00-041
105 GAM
ECO
CK DRIVE
MISTY GLEN ROAD 66' R/W (S-18-371)
MATCH LINE SHEET C-3
MATCH LINE SHEET C-2
GR
ID
N O
RT
H
N
AD
MATCH LINE SHEET C-4
MATCH LINE SHEET C-3
D O
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MB
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IPF FLAT BAR
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IPF 1/2" RBR
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AutoCAD SHX Text STA 6+87 1-12" TEE 3 LF OF 12" RJ PIPE (EAST) 1-12" GATE VALVE W/ VALVE BOX & MARKER (EAST) 20 LF OF 12" RJ PIPE (EAST) 1-12"x6" TEE (EAST) 5 LF OF 6" RJ DIP (EAST) 1-6" GATE VALVE W/ VALVE BOX (EAST) 1-FIRE HYDRANT (EAST) 1-12" RJ PLUG (EAST)
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STA 6+84 1-12" GATE VALVE W/ VALVE BOX & MARKER
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STA 6+90 1-12" GATE VALVE W/ VALVE BOX & MARKER
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STA 6+82 1-12" 22.5° BEND
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STA 9+04 1-12" 90° BEND 1-12" 11.25° BEND
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CUT & REPLACE GRAVEL
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STA 8+45 1-2" COMBINATION AIR RELEASE VALVE
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EXISTING GRADE
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12" C900 DR18 PVC
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350 LF RJ PIPE
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235 DEMING WAY SUMMERVILLE, SC 29483 PHONE: (843) 832-0075 FAX: (843) 832-0073
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DATE: PROJECT ENGINEER: DESIGN BY: DRAWN BY: CHECKED BY:
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AutoCAD SHX Text NOTES: 1. THE EXISTING WATER MAIN SHALL BE IN THE EXISTING WATER MAIN SHALL BE IN SERVICE THROUGHOUT CONSTRUCTION. 2. ONCE PTO HAS BEEN OBTAINED FROM SCDES, ONCE PTO HAS BEEN OBTAINED FROM SCDES, CUT & CAP 8"W AND ABANDON IN PLACE. REMOVE FIRE HYDRANT, CLOSE 8"/6" GATE VALVES, REMOVE VALVE BOXES & FILL IN WITH SAND.
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