ATTACHMENT_B_PS10FM_PLANS_2026.03.19.pdf

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DORCHESTER COUNTY WATER AND SEWERDORCHESTER COUNTY WATER AND SEWER

SOUTH CAROLINA | NORTH CAROLINA | FLORIDA | MASSACHUSETTS | VIRGINIA | CONNECTICUT | NEW YORK | VERMONT | NEW HAMPSHIRE

PROJECT LOCATION MAP

NOT TO SCALE

SHEET NO. SHEET NAME

G000 COVER SHEET & LOCATION MAP

G001 NOTES, LEGEND, & ABBREVIATIONS

G002 KEY MAP AND EASEMENT TABLE

C100 EXISTING CONDITIONS AND SEDIMENT AND EROSION CONTROL (STA 0+00 - 36+50)

C101 EXISTING CONDITIONS AND SEDIMENT AND EROSION CONTROL (STA 36+50 - 73+00)

C102 EXISTING CONDITIONS AND SEDIMENT AND EROSION CONTROL (STA 73+00 - 100+00)

C200 PROPOSED 10" FORCE MAIN (STA 0+00 - 8+50)

C201 PROPOSED 10" FORCE MAIN (STA 8+50 - 17+00)

C202 PROPOSED 10" FORCE MAIN (STA 17+00 - 25+50)

C203 PROPOSED 10" FORCE MAIN (STA 25+50 - 34+00)

C204 PROPOSED 10" FORCE MAIN (STA 34+00 - 42+50)

C205 PROPOSED 10" FORCE MAIN (STA 42+50 - 50+50)

C206 PROPOSED 10" FORCE MAIN (STA 50+50 - 59+00)

C207 PROPOSED 10" FORCE MAIN (STA 59+00 - 67+50)

C208 PROPOSED 10" FORCE MAIN (STA 67+50 - 76+00)

C209 PROPOSED 10" FORCE MAIN (STA 76+00 - 84+50)

C210 PROPOSED 10" FORCE MAIN (STA 84+50 - 93+00)

C211 PROPOSED 10" FORCE MAIN (STA 93+00 - 100+00)

C500 CONSTRUCTION DETAILS

C501 CONSTRUCTION DETAILS

C502 CONSTRUCTION DETAILS

C503 SEDIMENT & EROSION CONTROL DETAILS

C504 SEDIMENT & EROSION CONTROL DETAILS

C505 SCDOT DETAILS

C506 SCDOT DETAILS

FORCE MAIN ROUTE

ORANGEBURG ROAD

(S-18-22)

MA

LL

AR

D

RD

(S -1 8-

FOR BID

GREYBACK RD

LOCATOR SERVICES:

PRIOR TO EXCAVATION, CONTRACTOR SHALL ARRANGE FOR LOCATING AND MOVING, IF

NECESSARY, UNDERGROUND UTILITIES AS FOLLOWS:

GAS LINES DOMINION ENERGY GAS - 1-800-815-0083

T.V. CABLES CHARTER - 1-833-949-0036

PHONE LINES AT&T - 1-843-536-7203

FIBER OPTIC HOME TELEPHONE COMMUNICATIONS - 1-843-536-7203

ELECTRIC BERKELEY ELECTRIC COOPERATIVE - 1-888-253-4243

WATER LINES DORCHESTER COUNTY WATER AUTHORITY - 1-843-875-0140

SEWER LINES DORCHESTER COUNTY WATER AND SEWER - 1-843-832-0075

DRAWING INDEX:

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COPYRIGHT © 2025 WESTON & SAMPSON, INC.

Project:

www.westonandsampson.com

Consultants:

Revisions:

No. Date Description

Issued For:

Drawing Title:

Sheet Number:

Scale:

W&S File No.:

W&S Project No.:

Approved By:

Date:

Reviewed By:

Drawn By:

COA:

Seal:

DORCHESTER COUNTY

WATER & SEWER

235 DEMING WAY

SUMMERVILLE, SC 29483

PS10 FORCE MAIN REPLACEMENT

BID

03/19/2026

ENG24 - 1373

A 3/19/2026 ISSUED FOR BID

Weston & Sampson Engineers, Inc.

3955 Faber Place Drive, Suite 300

North Charleston, SC 29405

978.532.1900 800.SAMPSON

SOB

PAG / PML

MEM

03/19/2026

COVER SHEET

& LOCATION MAP

PUMP STATION 10

W BUTTERNUT RD

PROJECT VICINITY MAP

NORTH

CHARLESTON

GOOSE CREEK

CHARLESTON

JOHNS ISLAND

NOT TO SCALE

RAVENEL

PROJECT LOCATION

SUMMERVILLE

EVOLVE PROJECT #14829

SCDES WW PERMIT #WW046986

NPDES COVERAGE #SCR10ZJW2

SUMMERVILLE, SC

TMS:

121-00-00-169 121-15-01-010 121-15-01-009 121-15-01-008 121-15-01-007 121-15-01-006 121-15-01-005 121-15-01-004 121-15-01-003 121-15-01-002 121-15-01-001

121-00-00-189 121-00-00-167 121-00-00-052 121-00-00-053 121-00-00-056 121-00-00-210 121-00-00-042 121-00-00-212 121-00-00-060 121-00-00-059 121-00-00-058

128-00-00-200 128-00-00-125 128-00-00-044

128-03-01-077.888 128-00-00-052 128-00-00-115 128-00-00-232 128-00-00-045

128-07-03-107.888 128-07-03-054.888 128-07-03-020.888

128-00-00-133 128-00-00-071 128-00-00-082

128-00-00-228.999 128-16-02-035

128-16-02-046.999 128-16-02-045.999

128-00-00-116 128-16-02-017 128-16-02-016

128-00-00-229.999

128-16-02-042.999 128-16-02-043.999

128-16-02-015 128-16-02-014 128-16-02-013 128-16-02-001 128-16-01-001 128-16-01-013 128-16-01-014 128-16-01-015 128-00-00-006

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WESTON & SAMPSON ENGINEERS, INC.

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COPYRIGHT © 2025 WESTON & SAMPSON, INC.

Project:

www.westonandsampson.com

Consultants:

Revisions:

No. Date Description

Issued For:

Drawing Title:

Sheet Number:

Scale:

W&S File No.:

W&S Project No.:

Approved By:

Date:

Reviewed By:

Drawn By:

COA:

Seal:

DORCHESTER COUNTY

WATER & SEWER

235 DEMING WAY

SUMMERVILLE, SC 29483

PS10 FORCE MAIN REPLACEMENT

BID

03/19/2026

ENG24 - 1373

A 3/19/2026 ISSUED FOR BID

Weston & Sampson Engineers, Inc.

3955 Faber Place Drive, Suite 300

North Charleston, SC 29405

978.532.1900 800.SAMPSON

SOB

PAG / PML

MEM

03/19/2026

NOTES, LEGEND, &

ABBREVIATIONS

1. SEWER INSTALLATION SHALL BE IN ACCORDANCE WITH "TEN STATES STANDARDS," SCDES AND DCWS REGULATIONS.

2. CONTRACTOR SHALL SCHEDULE A PRE-CONSTRUCTION MEETING WITH DCWS AT LEAST 3 WORKING DAYS PRIOR TO

BEGINNING WORK.

3. CONTRACTOR SHALL VERIFY THE LOCATION AND ELEVATION OF ALL EXISTING UTILITIES PRIOR TO BEGINNING WORK.

CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCIES FOUND IN THE FIELD OR ON THE DRAWINGS PRIOR TO BEGINNING OR CONTINUING WORK. ANY DEVIATIONS FROM THE CONSTRUCTION PLANS SHALL BE APPROVED IN

WRITING BY DCWS.

4. CONNECTION TO EXISTING SEWER SYSTEM SHALL BE MADE IN THE PRESENCE OF DCWS INSPECTOR WITH AT LEAST 3

WORKING DAYS ADVANCED NOTICE.

5. WATERTIGHT RINGS AND COVERS SHALL BE INSTALLED WHEN BELOW THE 50 YEAR FLOOD ELEVATION. MANHOLE COVER SHALL BE INSTALLED COMPLETELY WITHIN OR COMPLETELY OUT OF PAVED AREAS (INCLUDING SIDEWALKS).

6. MANHOLES RECEIVING FORCE MAIN DISCHARGE SHALL BE COATED WITH RAVEN 405 EPOXY COATING PER DCWS SPECS IN ACCORDANCE WITH THE SPECIFICATIONS AND MANUFACTURERS RECOMMENDATIONS UNLESS SPECIFIED AS POLYMER

CONCRETE.

7. ALL DUCTILE IRON PIPES, JOINTS, AND FITTINGS SHALL BE INTERNALLY LINED WITH TNEMEC SERIES 431

PROTECTIVE COATING.

8. PIPING SHALL BE:

10" C900 PVC

10" DR18 FPVC

9. CASING SHALL BE:

16" DR18 FPVC (WITH 10" CARRIER PIPE)

10. CONTRACTOR SHALL KEEP AND MAINTAIN AN UPDATED SET OF RED-LINED PLANS OF THE CONSTRUCTION DRAWINGS ON

SITE AT ALL TIMES.

11. UPON COMPLETION OF CONSTRUCTION OF THE WORK, THE FOLLOWING APPROVAL PROCEDURES MUST BE FOLLOWED:

11.A. THE CONTRACTOR SHALL SCHEDULE ALL REQUIRED TESTS AND INSPECTIONS WITH DCWS AT LEAST 3 WORKING DAYS

IN ADVANCE.

11.B. THE CONTRACTOR SHALL CONDUCT A PRELIMINARY INSPECTION TO LOCATE ANY DEFECTS AND DETERMINE WHEN THE

FORCE MAIN IS READY FOR TESTS AND FINAL INSPECTION. PRIOR TO INSPECTION, THE FORCE MAIN PIPING

SHALL BE FLUSHED AND CLEANED OF DEBRIS.

11.C. THE CONTRACTOR SHALL SUPPLY TO THE OWNER'S ENGINEER AN AS-BUILT SURVEY.

11.D. THE ENGINEER SHALL SUBMIT THE TEST RESULTS, RECORD DRAWINGS, CONTINUITY TEST CERTIFICATION LETTER

AND ALL OTHER REQUIRED DOCUMENTS TO DCWS FOR REVIEW AND APPROVAL.

11.E. THE ENGINEER SHALL SCHEDULE A FINAL INSPECTION WITH DCWS AT LEAST 3 WORKING DAYS IN ADVANCE.

11.F. THE PROJECT SHALL BE COMMISSIONED IN ACCORDANCE WITH DCWS CLOSEOUT SPECS SPECIFICATION SECTION 01

78 00 - PROJECT CLOSEOUT.

12. LIMESTONE IS NOT AN APPROVED EMBEDMENT MATERIAL. USE #57 GRANITE, AIR COOLED BLAST FURNACE SLAG OR

OTHER APPROVED MATERIAL.

13. MJ SLEEVES OR APPROVED ADAPTERS SHALL BE USED TO TRANSITION BETWEEN PVC AND DIP. MJ SLEEVES SHALL BE

RESTRAINED. FERNCO OR SIMILAR COUPLINGS ARE NOT ALLOWED.

THE TOTAL PROJECT AREA, OR LIMITS OF CONSTRUCTION (LOC), IS APPROXIMATELY 7.07 ACRES.

THE DISTURBED AREA, OR LIMITS OF DISTURBANCE (LOD), IS APPROXIMATELY 1.30 ACRES.

GENERAL CONSTRUCTION NOTES: STANDARD EROSION CONTROL NOTES:

SEWER NOTES:

1. WASTEWATER EQUIPMENT INSTALLATION SHALL BE IN ACCORDANCE WITH DORCHESTER COUNTY MINIMUM

STANDARDS FOR THE DESIGN AND CONSTRUCTION OF WATER AND SANITARY SEWER SYSTEMS.

2. CONNECTIONS TO EXISTING MANHOLES, WETWELLS, AND PIPE SHALL BE MADE IN THE PRESENCE OF A DCWS REPRESENTATIVE. CONTRACTOR SHALL NOTIFY DCWS AT LEAST 3 BUSINESS DAYS BEFORE CONNECTIONS BEGIN.

3. ALL MATERIALS SHALL CONFORM TO DCWS SPECIFICATIONS AS TO TYPE AND DESIGN.

4. PURCHASE OF MATERIALS PRIOR TO RECEIPT OF APPROVED SHOP DRAWINGS IS AT CONTRACTOR'S RISK.

5. HORIZONTAL DATUM USED IS NAD83. VERTICAL DATUM USED IS NAVD88.

6. UNLESS OTHERWISE NOTED IN THE PLANS OR SUPPLEMENTAL SPECIFICATIONS, ALL MATERIALS AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE 'SOUTH CAROLINA DEPARTMENT OF

TRANSPORTATION (SCDOT) STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION.'

7. CONTRACTOR SHALL ENSURE FLOWABLE FILL OF ABANDONED SEWER FORCE MAIN FILLS PIPE BETWEEN INJECTION

POINTS.

8. COMPLETED SUE LEVEL A TEST HOLE (TH) LOCATIONS ARE SHOWN ON PLANS; SUE LEVEL A TEST HOLE REPORT IS PROVIDED AS APPENDIX F IN CONTRACT SPECIFICATIONS. ANY ADDITIONAL SUE WORK DEEMED NECESSARY

BY THE CONTRACTOR SHALL BE THE CONTRACTOR'S RESPONSIBILITY.

1. 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.

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 STABILIZATION BY THE 14TH DAY IS PRECLUDED BY INSUFFICIENT 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, 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 ONCE EVERY CALENDAR WEEK. IF PERIODIC INSPECTION OR OTHER INFORMATION INDICATES THAT A BMP HAS BEEN INSTALLED INAPPROPRIATELY, OR INCORRECTLY, 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 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 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 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 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 STORM WATER

MUST BE PREVENTED FROM BECOMING A POLLUTANT SOURCE IN STORM WATER DISCHARGES.

11. A COPY OF THE SWPPP, INSPECTIONS RECORDS, AND RAINFALL DATA MUST BE KEPT ONSITE OR WITHIN (30) MINUTES OF THE SITE AT ALL TIMES FROM 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 SOIL 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 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 APPROPRIATE BMPS (SEDIMENT BASIN, FILTER BAG, ETC.).

16. 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.

17. 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

SITE.

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 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 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.

20. DORCHESTER COUNTY SHALL NOT MAINTAIN STORMWATER DETENTION OR RETENTION PONDS, OR DRAINAGE DITCHES AND SWALES. THE PROPERTY OWNER SHALL MAINTAIN ALL STORMWATER DETENTION FACILITIES SHOWN HERON.

21. AN "AS-BUILT" PLAN CERTIFIED THAT THE FACILITIES HAVE BEEN CONSTRUCTED AS SHOWN AND THAT THE FACILITY MEETS THE APPROVED STORMWATER PLAN AND SPECIFICATION OR ACHIEVES THE FUNCTION FOR WHICH THEY WERE DESIGNED SHALL BE SUBMITTED PRIOR TO: THE USE OR OCCUPANCY OF ANY COMMERCIAL OR INDUSTRIAL SITE, FINAL ACCEPTANCE OF ANY ROAD INTO THE OFFICIAL COUNTY ROAD INVENTORY, RELEASE OF ANY FINANCIAL GUARANTEES HELD BY THE COUNTY, AND/OR APPROVAL AND/OR ACCEPTANCE FOR RECORDING OF MAPS, PLATS, OR DRAWINGS, THE INTENT OF WHICH IS TO

CAUSE A DIVISION OF A SINGLE PARCEL OF LAND INTO TWO OR MORE PARCELS.

22. ANY DISTURBED EXISTING STORM DRAINS WILL BE RESTORED TO EXISTING SLOPE/INVERTS.

20. CONSTRUCTION ENTRANCES ARE TO BE PROVIDED AT ALL LOCATIONS WHERE CONSTRUCTION TRAFFIC ACCESSES A PAVED ROADWAY. MINIMUM 100' ENTRANCE LENGTH OR REQUIRED LENGTH FOR 10 TIRE ROTATIONS. ENSURE MUD AND SEDIMENT ACCUMULATION ON THE PAVEMENT IS CLEANED/SWEPT TO PREVENT TRACKING ONTO PUBLIC ROADS.

21. CONSTRUCTION ENTRANCES SHOWN ON PLANS ARE A MINIMUM REQUIREMENT. CONTRACTOR SHALL BE RESPONSIBLE FOR PLANNING ALL CONSTRUCTION ENTRANCES NECESSARY FOR INSTALLATION OF SEWER MAIN AND SHALL ENSURE CONSTRUCTION ENTRANCES COMPLY WITH THE STORMWATER POLLUTION PREVENTION PLAN INCLUDING THE NOTES ABOVE.

PROPERTY CORNER

GROUND CONTOUR

RIGHT-OF-WAY LINES

GRAVITY SEWER

LEGEND:

EXISTING

PROPOSED

UNDERGROUND ELECTRICAL

FORCE MAIN

SEWER MANHOLE

OVERHEAD ELECTRIC

(SYMBOLS ARE NOT TO SCALE & SHOWN LARGER FOR CLARITY)

R/W

FM

WSS

OHE

SUGGESTED HDD STAGING AREA

PLUG VALVE

VALVE SYMBOLS

ROAD SIGN

UGE

Ab ABANDONED

AC ACRE

ARV AIR RELEASE VALVE

CL CENTERLINE

CMT MV CEMENT MONUMENT FOR VALVE

CO CLEANOUT

CP CONTROL POINT

CPT CONE PENETRATION TEST

DB DEED BOOK

DCWA DORCHESTER COUNTY WATER AUTHORITY

DCWS DORCHESTER COUNTY WATER & SEWER

DI DUCTILE IRON

DIP DUCTILE IRON PIPE

EG EXISTING GRADE

ELEV ELEVATION

FG FUTURE GRADE

FH FIRE HYDRANT

FM FORCE MAIN

FPVC FUSIBLE POLYVINYL CHLORIDE

FT FEET

GPM GALLONS PER MINUTE

HDPE HIGH DENSITY POLYETHYLENE

IE INVERT ELEVATION

JB JUNCTION BOX

LOD LIMITS OF DISTURBANCE

LP LIGHT POLE

ABBREVIATIONS:

SILT FENCE

NEW FORCE MAIN INSTALLED VIA HDD

NEW FENCEX

SF

FM

SEDIMENT TUBE

LIMIT OF DISTURBANCELOD

DOUBLE SILT FENCESF SF

PERMANENT EASEMENTWESMT

TEMPORARY EASEMENTTEMP-ESMT

EDGE OF WETLANDWWETLAND

WETLAND

AIR RELEASE VALVE

DEMO

NAD83 NORTH AMERICAN DATUM 1983

NAVD88 NORTH AMERICAN VERTICAL DATUM 1988

PB PLAT BOOK

PG PAGE

PP POWER POLE

PS PUMP STATION

PTO PERMIT TO OPERATE

PVC POLYVINYL CHLORIDE

RCP REINFORCED CONCRETE PIPE

RD RECORD DRAWING

RJ RESTRAINED JOINT

R/W RIGHT-OF-WAY

SD STORM DRAIN

SF SILT FENCE/SQUARE FEET

SMH SANITARY MANHOLE

SS SANITARY SEWER

STA STATION

TBM TEMPORARY BENCHMARK

TH# TEST HOLE ##

TMS TAX MAP SUBMAP

TRN TRAVERSE NAIL SET

TYP TYPICAL

UAM UTILITY ACCOMMODATION MANUAL

WV WATER VALVE

W&S WESTON & SAMPSON

XING CROSSING

CONCRETE MONUMENT

E ELECTRIC BOX

POWER POLE

FIRE HYDRANT

VALVE

CLEANOUT

TEMPORARY BENCHMARK

TREE

WATER MAINW

GRAVEL DRIVEWAY

PERMANENT EASEMENT

WATER METER

C CABLE HAND HOLE

CABLE PEDASTAL

FENCE POST

SUE LEVEL C/D ONLY; BASED ON UTILITY RECORDS:

FM

W

G

FO

OHE

UGE

EXISTING GAS MAIN

EXISTING UNDERGROUND ELECTRIC

EXISTING WATER MAIN

EXISTING OVERHEAD ELECTRIC

EXISTING FORCE MAIN

EXISTING FIBER OPTIC

TREE PROTECTION

LIMITS OF CONSTRUCTIONLOC

SUGGESTED CONSTRUCTION SEQUENCE:

1. CALL ALL UTILITY COMPANIES SHOWN ON SHEET G000 AND NOTIFY THEM BY PHONE AND IN WRITING THAT CONSTRUCTION

IS COMMENCING.

2. CONTRACTOR SHALL UTILIZE A UTILITY LOCATING SERVICE TO PHYSICALLY LOCATE AND MARK ALL EXISTING UTILITIES

IN THE FIELD.

3. NOTIFY AND COORDINATE WITH SCDOT THAT CONSTRUCTION IS COMMENCING. ADHERE TO SCDOT PERMIT.

4. DOCUMENT EXISTING CONDITIONS OF ALL PROPERTIES WITHIN LOD.

5. CLEAR DCWS EASEMENTS WITHIN LOD WHERE INDICATED ON PLANS. CLEAR AS NECESSARY TO INSTALL SEDIMENT AND EROSION CONTROL BMP's. INSTALL SEDIMENT AND EROSION CONTROL BMP's.

6. MAINTAIN PS10 FLOWS IN EXISTING 8" FORCE MAIN.

7. INSTALL NEW 10" FORCE MAIN (VIA OPEN CUT AND HDD). COORDINATE ROAD/LANE CLOSURES WITH SCDOT AND AFFECTED

PROPERTY OWNERS.

8. PRESSURE TEST NEW FORCE MAIN IN ACCORDANCE WITH SPECIFICATIONS AND OBTAIN PARTIAL PTO FROM SCDES.

9. CONNECT TO PS10 AND FORCE MAIN AT RUMPHS HILL CREEK.

10. CONNECT (2) MANIFOLDING 6" FORCE MAINS TO NEW 10" FORCE MAIN.

11. DEWATER AND FILL ABANDONED 8" FORCE MAIN WITH FLOWABLE FILL PER SCDOT STANDARD SPECIFICATIONS. LOCATE

UTILITIES AROUND AREAS WHERE FILL AND CAP WILL TAKE PLACE.

12. ABANDON OR REMOVE EXISTING ARV MANHOLES ALONG 8" FORCE MAIN AS INDICATED ON THE PLANS.

13. PERFORM RESTORATION AND STABILIZATION.

14. REMOVE SEDIMENT AND EROSION CONTROL BMP's.

ESMT

SS

STORM DRAIN

GAS VALVE

PROPERTY LINE

GAS

FIBER OPTICFO

G

CHAIN LINK FENCEX

SCDOT NOTES:

1. 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.

2. IF THERE IS ANY DIGGING, EXCAVATING, TRENCHING, BORING, ETC. WITHIN 500 FEET OF A SIGNALIZED INTERSECTION, THE PERMITTEE IS RESPONSIBLE FOR CONTACTING SCDOT TRAFFIC SIGNAL SHOP AT 843-740-1668 BEFORE WORK BEGINS.

3. BORE PITS MUST BE LOCATED A MINIMUM OF 5 FEET FROM THE EDGE OF PAVEMENT.

4. ALL ABANDONED LINES SHOULD BE FILLED WITH FLOWABLE FILL PER SCDOT STANDARD SPECIFICATIONS SECTION 210.

5. HOURLY LANE CLOSURE PROHIBITIONS FOR ORANGEBURG RD (S-22) ARE AS FOLLOWS:

MONDAY - FRIDAY: 6 AM - 9AM & 2 PM - 7 PM

SATURDAY & SUNDAY: 11 AM - 7 PM

6. WHERE OPEN CUT OF SCDOT ROAD IS REQUIRED, MILL AND INLAY 50' ON EITHER SIDE OF OPEN CUT. INLAY WITH TYPE B ASPHALT.

BORING LOCATION

RESTRAINED JOINT

NEW FORCE MAIN INSTALLED VIA OPEN CUTFM

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W

© 2025 Microsoft Corporation © 2024 Maxar ©CNES (2024) Distrib ution Airbus DS

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COPYRIGHT © 2025 WESTON & SAMPSON, INC.

Project:

www.westonandsampson.com

Consultants:

Revisions:

No. Date Description

Issued For:

Drawing Title:

Sheet Number:

Scale:

W&S File No.:

W&S Project No.:

Approved By:

Date:

Reviewed By:

Drawn By:

COA:

Seal:

DORCHESTER COUNTY

WATER & SEWER

235 DEMING WAY

SUMMERVILLE, SC 29483

PS10 FORCE MAIN REPLACEMENT

BID

03/19/2026

ENG24 - 1373

A 3/19/2026 ISSUED FOR BID

Weston & Sampson Engineers, Inc.

3955 Faber Place Drive, Suite 300

North Charleston, SC 29405

978.532.1900 800.SAMPSON

SOB

PAG / PML

MEM

03/19/2026

1 inch = ft.

HORIZONTAL

KEY MAP AND

EASEMENT TABLE

PROPERTY

NO. SHEET NO. PROPERTY OWNER TMS NO. TEMPORARY

EASEMENT?

PERMANENT

EASEMENT?

1 C200 DORCHESTER COUNTY 121-00-00-169 NO NO

2 C200 RANDAL GLENN WINNINGHAM 121-15-01-010 NO NO

3 C200 LORI M. (WASSON) JONES 121-15-01-009 NO NO

4 C200 TERESSA H STOKES 121-15-01-008 NO NO

5 C200 BRANDON ANDREW SCOTT 121-15-01-007 NO NO

6 C200 BRENDA L CARRIGG 121-15-01-006 NO NO

7 C200 VICTOR L CRAPPS 121-15-01-005 NO NO

8 C200 APRIL M CREEL 121-15-01-004 NO NO

9 C200 JOSUE PEREZ & TAYRA I GOMEZ 121-15-01-003 NO NO

10 C200 SCORA INVESTMENTS INC 121-15-01-002 NO NO

11 C200 PERNELL AND SHANNON GREEN JTROS 121-15-01-001 NO NO

12 C200/C201 JULIE & FREDERICK WILLIAMS 121-00-00-189 NO NO

13 C201 JOYCE C WALKER 121-00-00-167 YES NO

14 C201 JESSE P & ROMANA STEWART 121-00-00-052 NO NO

15 C201 SHAUN D & JAQUELINE ANDERSON 121-00-00-053 NO NO

16 C201 ROGER L SR & JUDY A EDWARDS (TRUSTEES) 121-00-00-056 NO NO

17 C201 DORA JOHNSON & FLOYD LEVI SIMMONS 121-00-00-210 NO NO

18 C201 MELISSA CREEL 121-00-00-042 NO NO

19 C202 THOMAS A LIMEHOUSE 121-00-00-212 NO NO

20 C202 SADIE BELL H HOLLINGS 121-00-00-060 NO NO

21 C202 DONNA SMITH 121-00-00-059 NO NO

22 C202 KEITH P ELMORE 121-00-00-058 NO YES

23 C202/C203 TUNTEM WILHELMENA Y TRUSTEE TUTEN CREDIT 128-00-00-200 NO YES

24 C203/C204 BETTY K VARNER 128-00-00-125 YES YES

25 C204 RAYMOND M RICHARDSON 128-00-00-044 NO YES

26 C204 DR HORTON INC 128-03-01-077.888 NO YES

27 C204/C205 SUMMIT SUMMERVILLE LLC 128-00-00-052 NO EXISTING 15'

28 C205 MERITANEIZE SHULER & MARY L BATTLE 128-00-00-115 NO NO

29 C205 EXCHANGERIGHT NET-LEASED PORTFOLIO 72 128-00-00-232 YES EXISTING 15'

30 C205/C206 AVAHARP LLC 128-00-00-045 YES EXISTING 15'

31 C206 MALLARD CROSSING HOMEOWNERS ASSOCIATION 128-07-03-107.888 YES YES

32 C206 MALLARD CROSSING HOMEOWNERS ASSOCIATION 128-07-03-054.888 YES YES

33 C207 MALLARD CROSSING HOMEOWNERS ASSOCIATION 128-07-03-020.888 NO NO

34 C207 ALAN R BRIDGES 128-00-00-133 NO YES

35 C207/C208/C209 BEAZER HOMES LLC 128-00-00-071 YES YES

36 C208 ROOO ENTERPRISES LLC 128-00-00-082 NO YES

37 C208 DORCHESTER COUNTY 128-00-00-228.999 NO NO

38 C208 DORCHESTER COUNTY 128-16-02-035 NO NO

39 C208 DORCHESTER COUNTY 128-16-02-046.999 NO NO

40 C208 DORCHESTER COUNTY 128-16-02-045.999 NO NO

41 C209/C210 CHARLES E & CHRISTINA CRITTENDON 128-00-00-116 NO YES

42 C210 DORCHESTER COUNTY 128-00-00-229.999 NO NO

43 C210 DORCHESTER COUNTY 128-16-02-042.999 NO NO

44 C210 DORCHESTER COUNTY 128-16-02-043.999 NO NO

45 C210 RODNEY BRANT, NATALIE HICKS, & SHANNON C 128-16-02-015 NO EXISTING 15'

46 C210 ASHLEY NECITA SHELTON 128-16-02-014 NO EXISTING 15'

47 C210 WILLIE LEE 128-16-02-013 NO EXISTING 15'

48 C210 PLUM CREEK HOMEOWNERS ASSOCIATION 128-16-02-001 NO YES

49 C210 PLUM CREEK HOMEOWNERS ASSOCIATION 128-16-01-001 NO YES

50 C210 MATTHEW & DANNIELLE MINETTI 128-16-01-013 NO EXISTING 15'

51 C210 RM1 SFR PROCO A LP 128-16-01-014 NO YES

52 C211 KEVIN T & COURTNEY E McCARTHY (JTROS) 128-16-01-015 NO EXISTING 15'

53 C211 PLUM CREEK HOMEOWNERS ASSOCIATION 128-00-00-006 YES YES

54 C210 JEREMY B GRAHAM 128-16-02-017 NO YES

55 C210 CHRIS A ROBICHAUD 128-16-02-016 NO YES G002

C200

PUMP STATION 10

C201

C202

C203

C204

C205

C206

C207 C208

C209

C210

CONNECT TO EXISTING 10" FM

ALONG RUMPHS HILL CREEK

YERBY RD

MA

LL

AR

D

RD

E

BU

TT

ER

NU

T

RD

C211

ORANGEBURG RD

PROPOSED 10" FORCE MAIN

GROUPER LN

MENTOR ST

TEMUCO LN

ANTEBELLUM WAY

BRIGHT MEADOW RD

WHISPERING WOOD DR

ASH HILL

RD

WINNINGHAM RD

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AutoCAD SHX Text No. 34107 3410734107

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XX

G

UGE

W

R/W

R/W

R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W

OHEOHE

UGE

R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W

FO FO FO FO FO FO FO

FO

FO FO FO

OH

OH

OH

OH

OH

G G G G G G G G G G G G G

INV: 46.9'

INV: 46.7'

INV: 46.8'

INV: 48.6'

INV: 48.8'

INV: 49.0' INV: 49.1' INV: 50.0' INV: 50.5'

INV: 50.7'

INV: 51.1'

INV: 50.9'

RETAINING WALL

INV: 46.9'

INV: 46.9'

INV: 46.7'

INV: 46.8'

INV: 48.6'

INV: 48.8'

INV: 49.0' INV: 49.1' INV: 50.0' INV: 50.5'

INV: 50.7'

INV: 51.1'

INV: 50.9'

RETAINING WALL

FO

FO

FO FO FO FO FO FO FO FO

FO

FO

FO FO FO FO FO FO FO

FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM

TBM 3

R.R.S. IN SIDE OF TREE

EL=56.04'

LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC

LOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOC

LODESMT ESMT

SALT MEADOW LN

M

AT

CH

L

IN

E

- V

IE

W

M

ATCH LINE - VIEW

RANDY D & PATRICIA E NORRIS

TMS: 121-00-00-064.000

PB. 2848, PG 231

BLACKBERRY CREEK HOMEOWNERS

ASSOC INC

TMS: 121-15-04-011.000

PB. 006941, PG 061

BLACKBERRY CREEK HOMEOWNERS

ASSOC INC

TMS: 121-15-05-001.000

PB. 006941, PG 061

SHAUN D & JAQUELINE

ANDERSON

TMS#: 121-00-00-053.000

PB. 001610, PG 024

ROGER L SR & JUDY A

EDWARDS (TRUSTEES)

TMS#: 121-00-00-056.000

PB. 10182, PG 226

DORA JOHNSON & FLOYD LEVI

SIMMONS

TMS#: 121-00-00-210.000

PB. 11411, PG 158

MELISSA CREEL

TMS#: 121-00-00-042.000

PB. 011801 PG 021

SADIE BELL H HOLLINGS

TMS#: 121-00-00-060.000

PB. 002531, PG 295

DONNA SMITH

TMS#: 121-00-00-059.000

PB. 010620, PG 225

KEITH P ELMORE

TMS#: 121-00-00-058.000

PB. 004796, PG 003

20 21

THOMAS A LIMEHOUSE

TMS#: 121-00-00-212.000

PB. 013801, PG 226

WILHELMENA Y & JAMES R

DORCHESTER COUNTY)

MARION DONALD & LINDA D (JTROS)

TMS: 121-15-05-014.000

PB. 013632, PG 198

ORANGEBURG RD (S-22) - 66' R/W

MOTT JOSEPH D

TMS: 121-15-04-001.000

PB. 007453, PG 314 GOSSETT JACK EDWARD &

LYNETTE ANN

TMS: 121-15-05-002.000

PB. 014585, PG 001

SF

SILT FENCE

SEE DETAIL SHEET C503SALT MEADOW LN

S S

OHE OHE

UGE

UGE

W

W W

W W

W

SS

SS SS SS SS SS SS SS SS SSFM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM

S D

S D

O H

E

FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM

R /W

R /W

R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W

WETLAND WETLAND

WETLAND

SS

SS

SS

W W

OHE

OHE

O H

E U

G E

U G

E

O H

E

O

HE

OHE OHE OHE OHE

(B

(A)

R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W

OH

OH

OH

OH

OH

INV: 41.4'

INV: 37.0'

INV(A): 41.4'

INV(B): 14.5'

INV: 42.6' INV: 42.5' INV: 43.8'

INV: 45.2'

INV: 45.6'

INV: 38.8'

INV: 39.2' INV: 39.5'

INV: 39.7'

INV: 40.4'

INV: 40.7'

INV: 41.0'

INV: 38.6'

INV: 38.3'

INV: 37.9'INV: 37.4'

INV: 37.5'

INV: 36.9'

INV: 38.7'

INV: 44.2'

STORM DRAIN

RIM: 41.6'

INV (A): 37.0'

INV (B): 36.9'

SSMH 10-5

INV: 41.4'

INV: 37.0'

INV(A): 41.4'

INV(B): 14.5'

INV: 42.6' INV: 42.5' INV: 43.8'

INV: 45.2'

INV: 45.6'

INV: 38.8'

INV: 39.2' INV: 39.5'

INV: 39.7'

INV: 40.4'

INV: 40.7'

INV: 41.0'

INV: 38.6'

INV: 38.3'

INV: 37.9'INV: 37.4'

INV: 37.5'

INV: 36.9'

INV: 38.7'

INV: 44.2'

STORM DRAIN

RIM: 41.6'

INV (A): 37.0'

INV (B): 36.9'

SSMH 10-3

RIM: 41.0'

INV (A): 34.1'

INV (B): 33.8'

TOP OF BANK

SSMH 10-5

FO

FO

FO

FO

FO FO FO

FO

FO

FO

FO

FO

FO

FO

FO

FO FO

FO FO FO

FO

FO

FO

FO

FO

FO FO FO

FO

FO

FO

R /W

R /W

R /W

R /W

R /W

R /W

R /W

R /W

FM

FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM

FM FM FM FM

SS SS

SS

SS

SS

UGE UGE

TBM 1

WEST BOLT OF

HYDRANT WITH "X"

EL=43.15'

TBM 2

COTTON SPINDLEIN TREE

EL=52.88'

LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC

LOC

LOC

LOCLOC

LOCLOC

LOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOC

LOC

LOC LOC

LOD LOD LOD

LODLODLOD

LOD

LOD

TEMP-ESMT

M

ATCH LINE - VIEW

WETLAND F

ORANGEBURG RD (S-22) - 66' R/W

PHILLIP O & SYLVIA W WINDENER

TMS: 121-00-00-066.000

PB. K039, PG 067

WILLIAM E MIMS

TMS: 121-00-00-065.000

PB. 0017, PG 368

DORCHESTER COUNTY

TMS#: 121-00-00-209.000

PB. 002357, PG 099

DORCHESTER COUNTY

TMS#: 121-00-00-169.000

PB. 00500, PG 391

RANDAL GLENN

WINNINGHAM

TMS#: 121-15-01-010.000

PB. 9551, PG 290

LORI M. (WASSON) JONES

TMS#: 121-15-01-009.000

PB. 619, PG 560

TERESSA H STOKES

TMS#: 121-15-01-008.000

PB. 10425, PG 66

BRANDON ANDREW

SCOTT

TMS#: 121-15-01-007.000

PB. 12743, PG 206

BRENDA L CARRIGG

TMS#: 121-15-01-006.000

PB. 626, PG 266

VICTOR L CRAPPS

TMS#: 121-15-01-005.000

PB. 10676, PG 143

APRIL M CREEL

TMS#: 121-15-01-004.000

PB. 2096, PG 197

JOSUE PEREZ & TAYRA I

GOMEZ

TMS#: 121-15-01-003.000

PB. 14594, PG 261

SCORA INVESTMENTS

INC

TMS#: 121-15-01-002.000

PB. 7312, PG 217

PERNELL AND SHANNON GREEN

JTROS

TMS#: 121-15-01-001.000

PB. 15242, PG 78

JOYCE C WALKER

TMS#: 121-00-00-167.000

PB. 1785, PG 91 JESSE P & ROMANA

STEWART

TMS#: 121-00-00-052.000

PB. 009233, PG 343

2 3 4 5 6 7 8

9 10

JULIE & FREDERICK

WILLIAMS

TMS#: 121-00-00-189.000

PB. 000544, PG 173

JEFFREY J MULLINS

TMS: 121-00-00-064.000

PB. 17, PG 368

ASH HILL RD

(PRIVATE -

MAINTAINED BY

ASHLEY HILLS

SUBDIVISION)

WINNINGHAM RD

(OWNED &

MAINTAINED BY

DORCHESTER

COUNTY)

WETLAND F

RANDY D & PATRICIA E NORRIS

TMS: 121-00-00-064.000

PB. 2848, PG 231

SF

SFSF

SF

SF

SILT FENCE

SEE DETAIL SHEET C503

SILT FENCE

SEE DETAIL SHEET C503

SF

DOUBLE SILT FENCE

SEE DETAIL SHEET C503

PL

AT

T B

RAN

CH CREE

K

G

UGE

W

SD

R/W

R/ W

R/ W

R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W

SSUGE

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FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO

G G G G G G G G G G G G G G G G G G G G G G G G G G G G G

FO

INV: 51.6'

INV: 58.3'

INV: 58.3' MH-09643

RIM: 60.37'

ARVINV: 51.6'

INV: 58.3'

INV: 58.3' MH-09643

RIM: 60.37'

ARV

FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO

FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC

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DORIS L SIMMONS

TMS: 128-00-00-072.000

PB. N/A, PG N/A

WILLIE R HILL

TMS: 128-00-00-069.000

PB. 011177, PG 346 GEORGE JR & GEORGE III TUPPER (JTROS)

TMS: 128-00-00-084.000

PB. 014126, PG 345

BETTY K VARNER

TMS#: 128-00-00-125.000

PB. 004094, PG 026

YERBY RD

TMS#: 128-00-00-076

(OWNED BY TUTEN

WILHELMENA Y & JAMES R

AS TRUSTEES &

MAINTAINED BY

DORCHESTER COUNTY)

TUNTEM WILHELMENA Y

TRUSTEE TUTEN CREDIT

TMS#: 128-00-00-200.00

PB. 007310, PG 056

ORANGEBURG RD (S-22) - 66' R/W

S F

SF SF

S F

SFSF

SILT FENCE

SEE DETAIL SHEET C503

MARION DONALD & LINDA D (JTROS)

TMS: 121-15-05-014.000

PB. 013632, PG 198

BLACKBERRY CREEK HOMEOWNERS

ASSOC INC

TMS: 121-15-05-001.000

PB. 006941, PG 061

HEYWARD DANA

TMS: 121-15-05-015.000

PB. 009107, PG 157

STABILIZED CONSTRUCTION ENTRANCE

SEE DETAIL SHEET C506

ISD = 595'

CONTRACTOR SHALL CLEAR TREES

AND BRUSH WITHIN R/W TO

PROVIDE REQUIRED LINE OF

SIGHT FOR PROPOSED TEMPORARY

CONSTRUCTION DRIVEWAY

M

ATCH LINE - VIEW

P:

\S

C\

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COPYRIGHT © 2025 WESTON & SAMPSON, INC.

Project:

www.westonandsampson.com

Consultants:

Revisions:

No. Date Description

Issued For:

Drawing Title:

Sheet Number:

Scale:

W&S File No.:

W&S Project No.:

Approved By:

Date:

Reviewed By:

Drawn By:

COA:

Seal:

DORCHESTER COUNTY

WATER & SEWER

235 DEMING WAY

SUMMERVILLE, SC 29483

PS10 FORCE MAIN REPLACEMENT

BID

03/19/2026

ENG24 - 1373

A 3/19/2026 ISSUED FOR BID

Weston & Sampson Engineers, Inc.

3955 Faber Place Drive, Suite 300

North Charleston, SC 29405

978.532.1900 800.SAMPSON

SOB

PAG / PML

MEM

03/19/2026

1 inch = ft.

HORIZONTAL

EXISTING CONDITIONS

AND SEDIMENT AND

EROSION CONTROL

(STA 0+00 - 36+50)

C100

EXISTING CONDITIONS AND SEDIMENT AND EROSION CONTROL PLAN

VIEW 1

EXISTING CONDITIONS AND SEDIMENT AND EROSION CONTROL PLAN

VIEW 2

EXISTING CONDITIONS AND SEDIMENT AND EROSION CONTROL PLAN

VIEW 3

NOTES:

1. STOCKPILES MAY ONLY BE LOCATED IN APPROVED WORK AREAS AND SHALL BE SURROUNDED BY DOUBLE SILT FENCE

AT ALL TIMES.

2. INLET PROTECTION MUST BE INSTALLED AT ALL EXISTING INLETS THAT RECEIVE FLOWS FROM THE DISTURBED

AREAS. SEE SEDIMENT AND EROSION CONTROL DETAILS ON C503.

3. LAYDOWN AREAS SHALL BE SURROUNDED BY SILT FENCE.

FLOOD MAP INFORMATION:

(BASED ON FEMA FLOOD MAPS REVISED ON JULY, 18 2017)

REFER TO FIRM PANELS 0317E, 0336E, AND 0338E;

MAP NOs. 45035CO317E, 45035CO336E, 45035CO338E

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WESTON & SAMPSON ENGINEERS, INC.

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AutoCAD SHX Text No. 34107 3410734107

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SS SS SS SS SS SSSS

S S

SD

W E

TLA

N D

WETLAND WETLAND WETLAND

W

ET

LA

ND

SS

SS

SS

SS

C

C

C

C

C

S S

O H

E

R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W

R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W

R /W

R /W

R /W

R /W

R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W (A)

(B)

(C)

(A)

(B)

ESMT ESMT ESMT ESMT

FO FO FO FO FO FO FO FO FO

FO

FO FO

G G

SD

INV: 51.4' INV: 50.6'

INV: 51.4'INV: 51.1'

INV: 49.6'

INV: 49.2'

INV: 52.7'

INV: 56.0'

INV: 55.7'

INV: 53.5'

INV: 53.3'

SSMH 132-4

RIM: 56.4'

INV (A): 43.4'

INV (B): 41.8'

INV (C): 41.8'

SSMH 132-5

RIM: 55.9'

IE: 43.97 (IN)

IE: 43.87 (OUT)

SSMH 132-7

RIM: 56.3'

INV (A): 41.9'

INV (B): 42.0' TOP OF BANK

UNNAMED

TRIBUTARY

FO FO

FO FO

FO

FO

FO

FO

FO

FO

FO

FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO

FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO

FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO

FO FO

G G G

FO FO

G G G G

G G

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W

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FM

U G

EUGE

FO FO

FO

FO

FO FO FO FO FO

FO

FO

FO

FO FO FO FOUGE

UGE UGE UGE

FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FMG G G G

G G G G G G G G G G G G G LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC

LOCLOCLOCLOCLOC

LOCLOC

LOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOC

LOCLOCLOC

LODLOD

LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD

LOD

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LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD

TEMP-ESMT TEMP-ESMT TEMP-ESMT TEMP-ESMT TEMP-ESMT

ESMT ESMT ESMT ESMT ESMT ESMT ESMT ESMT ESMT ESMT ESMT ESMT ESMT ESMT ESMT ESMT ESMT

ESMT ESMT ESMT ESMT ESMT ESMT ESMT ESMT ESMT ESMT ESMT

M

AT

CH

L

IN

E

- V

IE

W

M

ATCH LINE - VIEW

WETLAND D

MALLARD GATEWAY

ASSOCIATES LLC

TMS:

PB. , PG

RIVERMOOR INVESTMENTS LLC

TMS: 128-00-00-195.000

PB. 012797, PG 107

AVAHARP LLC

TMS#: 128-00-00-045.000

PB. 015394, PG 214

MALLARD CROSSING

HOMEOWNERS ASSOCIATION

TMS#: 128-07-03-107.888

PB. 011930, PG 080 MALLARD CROSSING

HOMEOWNERS ASSOCIATION

TMS#: 128-07-03-054.888

PB. 015394, PG 214 MALLARD CROSSING HOMEOWNERS

ASSOCIATION

TMS#: 128-07-03-020.888

PB. 011973, PG 055

LONGFORD DR

ENIGMA CORPORATION LLC

TMS: 128-00-00-46.000

PB. 014425, PG 178

WEEKS ROSHAWN

JERMAINE & SHANTA L

TMS#: 128-07-03-106

PB. 012897, PG 024 MOWER KENNETH &

LINDA BROCK (JTROS)

TMS#: 128-00-00-055.000

PB. 014520, PG 055

INABINETT KETURAH J

& GEORGE (JTROS)

TMS#: 128-00-00-056.000

PB. 012651, PG 342

EDINGER KEVIN JAMES &

SHELBY

TMS#: 128-00-00-057.000

PB. 015399, PG 353

GADSDEN ALBERT L

& LAVINIA (JTROS)

TMS#: 128-00-00-058.000

PB. 012835, PG 155

ESPANOLA RONALD

JONATHAN LOGAN

TMS#: 128-00-00-059.000

PB. 012946, PG 091

SINGLETON RASHAD M

& IDA M SMILEY

TMS#: 128-07-03-052

PB. 012631, PG 151

WETLAND D

DOLLAR TREE

(FUTURE DRIVEWAY)

ORANGEBURG RD (S-22) - 66' R/W

WHISPERING

WOOD DR

TMS#: 128-07-03-108.999

(OWNED BY MALLARD

CROSSING

HOMEOWNERS

ASSOCIATION &

MAINTAINED BY

DORCHESTER COUNTY)

ENIGMA CORPORATION LLC

TMS: 128-00-00-224.000

PB. 011816, PG 306

SFSFSFSFSFSFSF

SF

SF SF SF SF SF SF SF SF

SF S

F

SF

S F

SFSFSF

SILT FENCE

SEE DETAIL SHEET C503

SEDIMENT TUBE (TYP.)

SEE DETAIL SHEET C503

TREE PROTECTION

SEE DETAIL SHEET C504

EXCHANGERIGHT

NET-LEASED PORTFOLIO 72

TMS#: 128-00-00-232.000

DB. 016130, PG 070

UGE

UGE

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UGE

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FM

W

E E

E

E

SD

FM

FM

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FM

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FM

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CC

C

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G

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R/ W

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ESMT ESMT ESMT ESMT ESMTFM

FM

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FM FM FM FM FM FM FM FM FM FM FM

W W

W W

W WW

FM

FM

FM

FM

FM

FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO

FO FO

FO FO

FO

FO

G G G G

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FO

G G G G G G G G G G G G G G G G G G G G

G

G

G

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FO

FO FO

FO

FO

FO

FO

FO

FO FO

FO

FO

FO

FO

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FO

FO

FO

INV: 58.9'

INV: 59.2'

INV: 58.6'

INV: 58.1'

INV: 58.1'

INV: 58.5'

INV: 58.5'

INV: 58.6'

INV: 58.8'

INV: 58.6'

INV: 58.7' INV: 58.5'

INV: 58.9'

INV: 59.2'

INV: 58.6'

INV: 58.1'

INV: 58.1'

INV: 58.5'

INV: 58.5'

INV: 58.6'

INV: 58.8'

INV: 58.6'

INV: 58.7'

INV: 59.7'

INV: 58.9'

INV: 58.5'

INV: 58.3'

INV: 58.2'

INV: 56.0'

FO FO FO FO FO FO FO FO

FO

FO

FO

FO

FO

FO

FO

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FO

FO

FO

FO

FO

FO

FO

FO

FO

FO

FO

FO

FO

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FO FO FO FO FO FO FO FO FO FO FO

FO

FO

FO

FO

FO

FO

FO

FOFO FO FO FO FO FO FO

FO

FO

FO FO FO FO FO FO FO FO FO FO FO

FO

FO FO FO FO

FO FO FO FO

R/W R/W R/W R/W R/W R/W R/W R/WFUTURE R/W PER S-22 (ORANGEBURG

ROAD) & S-58 (MALLARD ROAD)

INTERSECTION IMPROVEMENT PLANS

FUTURE R/W PER S-22 (ORANGEBURG

ROAD) & S-58 (MALLARD ROAD)

INTERSECTION IMPROVEMENT PLANS

FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM

EXISTING 4"

FORCE MAIN

R/W R/W R/W R/W

R/W

R/W

TBM 4

WEST BOLT ON HYDRANT

EL=60.35'

LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC

LOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOC

ESMT ESMT ESMT ESMT ESMT ESMT ESMT ESMTESMT ESMT ESMT ESMT ESMT ESMT ESMT ESMT ESMT ESMT ESMT ESMT

M

ATCH LINE - VIEW

DEWAYNE MARION HILL SR

TMS: 128-00-00-001.000

PB. 5024, PG 235

MALLARD ORANGEBURG LLC

TMS: 128-00-00-164.000

PB. 014543, PG 327

EXCHANGE ACCOMFATORS INC & K MARTIN JR

TMS: 128-00-00-203.000

PB. 009514, PG 198 ENIGMA CORPORATION LLC

TMS: 128-00-00-224.000

PB. 011816, PG 306

RAYMOND M RICHARDSON

TMS#: 128-00-00-044.000

PB. 008930, PG 308

DR HORTON INC

TMS#: 128-03-01-077.888

PB. 014843, PG 265

SUMMIT SUMMERVILLE LLC

TMS#: 128-00-00-052.000

PB. 014776, PG 298

MERITANEIZE SHULER & MARY L

BATTLE

TMS#: 128-00-00-115.000

PB. 13129, PG 24

EXCHANGERIGHT

NET-LEASED PORTFOLIO 72

TMS#: 128-00-00-232.000

DB. 016130, PG 070

E BUTTERNUT RD (S-58)

ORANGEBURG RD (S-22) - 66' R/W

MALLARD RD (S-58)

(STRUCTURES SHOWN ON THIS PARCEL

ARE BASED ON DESIGN PLANS AND ARE

FOR INFORMATION ONLY; PARCEL NOT

DEVELOPED AT THE TIME OF SURVEY.)

SUMMIT SUMMERVILLE LLC

TMS#: 128-00-00-052.000

PB. 014776, PG 298

MALLARD ORANGEBURG LLC

TMS: 128-00-00-164.000

PB. 014543, PG 327

GROUPER LN

TMS#: 128-03-01-078.999

(PRIVATE - OWNED AND

MAINTAINED BY DR

HORTON INC)

DR HORTON INC

TMS#: 128-03-01-077.888

PB. 014843, PG 265

CONTRACTOR SHALL CLEAR

TREES AND BRUSH WITHIN

R/W TO PROVIDE REQUIRED

LINE OF SIGHT FOR

PROPOSED TEMPORARY

CONSTRUCTION DRIVEWAY

ISD = 595'

M

AT

CH

L

IN

E

- V

IE

W

SS

XX

R/W

R /W

R /W

R /W

R/W R/W R/W R/W R/W R/W

SS

C C C

C

C

OHE

OHE

OHE

OHE

OHE

R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W…