ATTACHMENT_B_IFB_Plans_Water_Interconnection_to_Ridgeville_Ph_2B_January_2026.pdf
PDF 26 MB Posted
- Attached to
- Water Interconnection to Ridgeville - Phase 2B
- Solicitation number
- 2026-47
- Issued by
- Dillon County, South Carolina
About this file
This is an Invitation for Bids (IFB) document issued by Dorchester County Water & Sewer in South Carolina for the Water Interconnection to Ridgeville - Phase 2B project. The procurement seeks qualified contractors to install approximately 27,000 linear feet of new 16-inch water main using open-cut and trenchless installation methods, including one jack and bore operation and five horizontal directional drill operations. The project additionally requires installation of approximately 10 linear feet of 12-inch water main, 32 16-inch gate valves, one 12-inch gate valve, 22 fire hydrant assemblies, eight air release valves, 79 new water service lines, surface restoration, sediment and erosion control measures, and traffic management. Bids must be submitted electronically through the OpenGov Procurement Portal by February 26, 2026, at 2:00 p.m. A non-mandatory pre-bid meeting is scheduled for February 4, 2026, at 10:00 a.m. in Summerville, South Carolina, with a deadline for written questions on February 12, 2026, at 5:00 p.m. Substantial completion is required within 360 calendar days from the Notice to Proceed, with final completion within 30 calendar days thereafter. Liquidated damages are assessed at $1,000 per day for delays beyond the contract timeline.
Evaluation will be based on unit pricing for specific line items including pipe installation by material type and installation method, fittings, valves, services, and restoration activities. Bid security of at least 5 percent of the total bid amount is required for bids exceeding $25,000, and successful bidders must furnish performance and payment bonds equal to 100 percent of the contract amount. All materials must be manufactured in the United States and comply with DCWS minimum standards, AWWA standards, and ASTM specifications. Contractors and subcontractors must be registered in the federal System for Award Management (SAM) and cannot be debarred from federal contracting. Insurance requirements include General Liability coverage of $1,000,000, Automobile Liability of $1,000,000, Workers' Compensation as required by state law, and Owners' and Contractors' Protective Liability of $1,000,000. The project may be funded in whole or in part through the South Carolina Infrastructure Investment Program (SCIIP) via American Rescue Plan Act (ARPA) State and Local Fiscal Recovery Funds. Payment shall be made within 30 days of approved invoices, with contractors eligible for 90 percent payment during construction and retainage reduced to 5 percent upon reaching 75 percent project completion, followed by full payment upon final completion.
View the file
Other files
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
© 2025 Microsoft Corporation © 2025 Maxar ©CNES (2025) Distribution Airbus DS © 2025 TomTom
© 2025 Microsoft Corporation © 2025 TomTom
DORCHESTER COUNTY
WATER & SEWER
WATER INTERCONNECTION
TO RIDGEVILLE - PHASE 2B
700 HUGER STREET
COLUMBIA, SC 29201
JANUARY 2026
MBI JOB NO. 196703
DCWS POINT OF CONTACT:
STEVEN RICKER
DORCHESTER COUNTY WATER & SEWER
PROJECT MANAGER
235 DEMING WAY
SUMMERVILLE, SC 29483
(843) 501-9195
SRICKER@DORCHESTERCOUNTYSC.GOV
BID SET
ISSUED FOR BID
COVER
GENERAL NOTES, LEGEND, AND VICINITY MAP
PLAN AND PROFILE
CONSTRUCTION DETAILS
SEDIMENT AND EROSION CONTROL DETAILS
TRAFFIC CONTROL DETAILS
C0.01 C0.02
C1.01 - C1.25 C2.01 - C2.02 C3.01 - C3.02
C4.01
DRAWING INDEX
SCALE: 1" = 10,000'
END PHASE 2B PROJECT
DEVELOPER WATER MAIN
WATER ALIGNMENT A
PHASE 1 WATER MAIN
TUGGLE LANE WATER MAIN
WATER ALIGNMENT B
C
ER
IT FICATE OF AUTHO
IR
Z
I A
T O
N
AN
IL
ORACHTUOS MICHAEL
BAKER
INTERNATIONAL,
INC.
No. 673
No. 41054
ANILORACHTUOS PROFESSIONAL ENGI NEERLIC
EN
SE
D
M
E G H A N E . F R A NC
O
END PHASE 2A PROJECT
BEGIN PHASE 2B PROJECT
PHASE 2A WATER MAIN
C1.0
C1.0
VICINITY MAP/SHEET SET KEY
SCALE 1"=2500'
C1.16
C
.1
C
.1
C
.2
EXISTING
LEGEND
PROPOSED
C
.2
C
.2
G
IV
H
AN
S R D.
(S C H
W Y 2
7)
SB-#
SF
GENERAL CONSTRUCTION NOTES:
1. THE CONTRACT DOCUMENTS FOR THIS PROJECT INCLUDE THE DRAWINGS AND
SPECIFICATIONS. THE CONTRACTOR SHALL UTILIZE BOTH THE DRAWINGS AND THE
SPECIFICATIONS IN ORDER TO COMPLETE THE PROJECT IN ACCORDANCE WITH THE
OWNER'S REQUIREMENTS. IF DISCREPANCIES ARE DISCOVERED BETWEEN THE TWO, THE
MORE STRINGENT REQUIREMENT SHALL BE UPHELD.
2. SURVEY INFORMATION PROVIDED BY JOHNSON, MIRMIRAN & THOMPSON, INC (JMT) IN
FEBRUARY 2024. ALL SURVEY INFORMATION IS BASED ON SOUTH CAROLINA STATE PLANE
COORDINATES AND NAD 1983 HORIZONTAL DATUM AND 1988 VERTICAL DATUM,
INTERNATIONAL FOOT.
3. WETLANDS DELINEATION PERFORMED BY MICHAEL BAKER INTERNATIONAL (MBI) IN APRIL
2024. THESE DELINEATED WETLANDS AND NON-WETLAND WATERS ARE SHOWN ON THE
DRAWINGS.
4. GEOTECHNICAL INFORMATION PROVIDED BY F&ME IN MAY 2024. FOR INFORMATION ON
SUB-SURFACE CONDITIONS, REFER TO THE GEOTECHNICAL REPORT FOUND IN THE
APPENDIX OF THE SPECIFICATIONS. ANY SOILS, GEOTECHNICAL, OTHER REPORTS,
SURVEYS, AND ANALYSES WHICH MAY BE MADE AVAILABLE TO THE CONTRACTOR FOR
REVIEW OR INFORMATION UNDER THIS CONTRACT, ARE NOT ADOPTED BY REFERENCE INTO,
NOR ARE THEY PART OF THE CONTRACT DOCUMENTS. ANY FIELD ENCOUNTERED
CONDITIONS CONTRARY TO INFORMATION PROVIDED MUST BE DEMONSTRATED TO THE
ENGINEER/OWNER VIA ADDITIONAL GEOTECHNICAL EXPLORATION AND REPORTING, AT THE
SOLE COST OF THE CONTRACTOR.
5. THE ENGINEER AND CONTRACTOR SHALL SCHEDULE A PRE-CONSTRUCTION MEETING WITH
DORCHESTER COUNTY WATER & SEWER (DCWS)(OWNER) AT LEAST (72) HOURS PRIOR TO
BEGINNING WORK. THE CONTRACTOR SHALL OBTAIN ANY REQUIRED PERMITS, PRIOR TO
COMMENCING WORK, INCLUDING PERMITS NECESSARY FOR THE HAULING OF MATERIAL
AND EQUIPMENT AND PERFORMANCE OF ITS CONSTRUCTION SERVICES. THE CONTRACTOR
SHALL COORDINATE WITH APPROPRIATE ENTITIES PRIOR TO COMMENCING WORK.
6. THE CONTRACTOR SHALL ABIDE BY ALL THE RULES AND REGULATIONS PERTAINING TO ITS
WORK AS SET FORTH BY LOCAL, STATE, AND FEDERAL ENVIRONMENTAL LAWS. IN THE
EVENT THE CONTRACTOR SERVICES ITS EQUIPMENT, ALL OIL AND FLUIDS REMOVED FROM
THE EQUIPMENT SHALL BE COLLECTED AND DISPOSED OF IN ACCORDANCE WITH THE
LOCAL, STATE, AND FEDERAL ENVIRONMENTAL LAWS. IF A HAZARDOUS OR REGULATED
MATERIAL IS SPILLED, IT SHALL BE PROMPTLY REPORTED TO THE APPROPRIATE ENTITY
AND CLEANED UP BY THE CONTRACTOR AT ITS EXPENSE.
7. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE APPROPRIATELY WITH
EXISTING UTILITIES AND GOVERNING AGENCIES. THE CONTRACTOR SHALL CALL (811)
UTILITY LOCATE SERVICE AT LEAST (72) HOURS PRIOR TO START OF ANY CONSTRUCTION
ACTIVITY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION AND
IDENTIFICATION OF ALL EXISTING UTILITIES AND UNDERGROUND PIPELINES IN THE
CONSTRUCTION AREA. ANY DAMAGE TO EXISTING UTILITIES OR UNDERGROUND PIPELINES
ON OR OFF THE PROJECT SITE SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. ALL
REPAIR WORK SHALL MEET THE APPROVAL OF OWNER FOR THE DAMAGED UTILITY. NO
REIMBURSEMENT SHALL BE ALLOWED FOR UTILITY/PIPE REPAIR OR REPLACEMENT, UNLESS
NOTED OTHERWISE. THE CONTRACTOR SHALL NOTIFY PROPERTY OWNERS AND RESIDENTS,
IN WRITING, AT LEAST SEVEN (7) DAYS PRIOR TO ANY INCONVENIENCE OR DISRUPTION OF
SERVICES AS A RESULT OF CONSTRUCTION.
8. EACH ROAD SHALL BE CLEANED UP AND RESTORED DAILY. THERE SHALL BE NO STORAGE
OF EXCAVATED MATERIAL ADJACENT TO THE TRENCH IN THE ROADWAY OR SHOULDER.
WASTE OR SOIL EXCAVATED THAT IS NOT BEING REPLACED IN THE TRENCH SHALL BE
REMOVED FROM THE SITE AND TRANSPORTED TO AN APPROVED FACILITY DAILY.
EXCAVATED SOILS TO BE REPLACED IN THE TRENCH SHALL BE STORED IN TRUCKS OR IN
DESIGNATED STOCKPILE AREAS. THESE ASSOCIATED COSTS SHALL BE THE FULL
RESPONSIBILITY OF THE CONTRACTOR. EACH DAY AFTER COMPLETION OF INSTALLATION
WORK, THE TRENCH SHALL BE EITHER APPROPRIATELY BACKFILLED AND COMPACTED OR
COVERED USING STEEL PLATES. TEMPORARY PATCHING SHALL BE USED AS NEEDED.
THESE ASSOCIATED COSTS SHALL BE THE FULL RESPONSIBILITY OF THE CONTRACTOR.
9. REPAIR OR REPLACE EXISTING FEATURES DISTURBED OR DESTROYED DURING
CONSTRUCTION AT NO ADDITIONAL COST TO OWNER, UNLESS NOTED OTHERWISE. THESE
ITEMS INCLUDE, BUT ARE NOT LIMITED TO, FENCES, IRRIGATION SYSTEMS, SHRUBS, SMALL
TREES, LANDSCAPE MATERIALS, CURB AND GUTTER, AND SIDEWALKS. RESTORE ALL
AREAS DISTURBED BY CONSTRUCTION TO ORIGINAL CONTOURS, UNLESS NOTED
OTHERWISE.
10. THE LIMITS OF DISTURBANCE (LOD) DEFINE THE RESPONSIBILITY OF THE CONTRACTOR FOR
THIS PROJECT. HOWEVER, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE BY
ITS WORKFORCE TO AREAS OUTSIDE OF THE LOD, AT NO ADDITIONAL COST TO OWNER.
RESPONSIBILITY INCLUDES:
A. ALL SITE DISTURBANCE AND RESTORATION
B. ALL EROSION CONTROL MEASURES -- INSTALLATION, MAINTENANCE, AND REMOVAL
C. ALL CONSTRUCTION AS IDENTIFIED IN THE SCOPE OF WORK
11. ALL CONSTRUCTION, STAGING, AND ACCESS FOR THIS PROJECT SHALL OCCUR WITHIN THE
CONSTRUCTION LIMITS. ANY OFFSITE STAGING AREAS ARE THE RESPONSIBILITY OF THE
CONTRACTOR TO OBTAIN, PERMIT, AND MAINTAIN. THE CONTRACTOR SHALL BE
RESPONSIBLE FOR THE STORAGE AND SECURITY OF ITS MATERIAL AND EQUIPMENT AND
SHALL ERECT STORAGE FACILITIES AND FENCING AS NECESSARY, AT NO ADDITIONAL COST
TO OWNER.
12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEANUP AND DISPOSAL OF ALL
TRASH AND DEBRIS CREATED BY THE WORK OF ITS PERSONNEL. ALL TRASH AND DEBRIS
MUST BE DISPOSED OF OFFSITE.
13. THE CONTRACTOR SHALL KEEP A RED-LINED SET OF THE CONSTRUCTION DRAWINGS ON
SITE AT ALL TIMES SHOWING “AS-BUILT” INFORMATION.
14. ALL DISTURBED PROPERTY PINS/MONUMENTS SHALL BE RE-INSTALLED BY A SOUTH
CAROLINA LICENSED SURVEYOR.
MATERIAL NOTES:
1. WATER MAIN INSTALLATION SHALL BE IN ACCORDANCE WITH SOUTH CAROLINA
DEPARTMENT OF ENVIRONMENTAL SERVICES (SCDES)(FORMERLY KNOWN AS SCDHEC),
DCWS, AND THE CONTRACT DOCUMENTS. WATER MAIN SHALL BE RESTRAINED PER DETAILS
ON SHEET C2.02. APPROXIMATE WATER MAIN RESTRAINT LENGTHS ARE SHOWN IN PROFILE
(ONLY) FOR SIMPLICITY.
2. UNLESS NOTED OTHERWISE, ALL MATERIALS SHALL BE MANUFACTURERED INSIDE THE
UNITED STATES. ALL MATERIALS SHALL BE IN ACCORDANCE WITH DCWS "MINIMUM
STANDARDS FOR THE DESIGN AND CONSTRUCTION OF WATER AND SANITARY SEWER
SYSTEMS," LATEST EDITION.
3. ALL PVC PIPE SHALL BE PRESSURE CLASS 235 PSI (DR 18) AND MARKED WITH "NATIONAL
SANITARY FOUNDATION (NSF) APPROVED " AT 18" INTERVALS. TRACER WIRE (BLUE,
12-GAUGE) SHALL BE INSTALLED ALONG ALL NON-METALLIC PRESSURE PIPELINES.
4. ALL 16" DUCTILE IRON PIPE SHALL BE PRESSURE CLASS 250 PSI. ALL DUCTILE IRON PIPE
SHALL HAVE CEMENT MORTAR LINING PER SPECIFICATIONS.
5. ALL FUSIBLE PVC (FPVC) PIPE USED FOR DIRECTIONAL DRILLING SHALL COMPLY WITH
AWWA C900 (NEWEST EDITION) AND PIPE SHALL BE BLUE IN COLOR.
6. ALL WATER SERVICES SHALL BE 3/4" OR 1" POLYETHYLENE CTS SDR 9. ALL WATER
SERVICES INSTALLED VIA DRY BORE SHALL BE INSIDE 2" HDPE CASING.
7. THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER FOR APPROVAL ALL SHOP DRAWINGS
FOR MATERIALS, PRIOR TO ORDERING.
8. PROVIDE SHORING, SHEETING, BRACING, AND DEWATERING FOR EXCAVATIONS IN
CONFORMANCE WITH THE LATEST RULES AND REGULATIONS OF THE DEPARTMENT OF
OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA).
9. UPON COMPLETION OF THE CONSTRUCTION OF THE WATER MAIN, THE FOLLOWING
APPROVAL PROCEDURES SHALL BE FOLLOWED:
9.1. THE CONTRACTOR SHALL SCHEDULE ALL REQUIRED TESTS AND INSPECTIONS WITH
DCWS AT LEAST (72) HOURS / THREE (3) BUSINESS DAYS, IN ADVANCE.
9.2. THE CONTRACTOR SHALL SUPPLY TO THE ENGINEER AN AS-BUILT SURVEY, TEST
RESULTS, CONTINUITY TEST CERTIFICATION LETTER, AND ALL OTHER REQUIRED
DOCUMENTS FOR REVIEW AND APPROVAL.
10. DCWS PERSONNEL SHALL BE NOTIFIED THREE (3) BUSINESS DAYS BEFORE ANY TESTING
(PRESSURE TEST OR TRACER WIRE CONTINUITY TEST) OR DIVERSION OF FLOWS FROM
EXISTING TO NEW WATER FACILITIES. CONNECTION TO THE EXISTING SYSTEM SHALL BE
MADE IN THE PRESENCE OF DCWS PERSONNEL. PRIOR TO DCWS WITNESSING THE ACTUAL
PRESSURE TEST, THE CONTRACTOR SHALL PRE-TEST AND OBTAIN A PASSING RESULT.
11. LIMESTONE SHALL NOT BE USED FOR ANY BEDDING OR BACKFILL MATERIAL.
SEDIMENT AND EROSION CONTROL NOTES:
1. THE CONTRACTOR SHALL PAY SPECIAL ATTENTION TO CLEARING AND EXCAVATION IN
AREAS IDENTIFIED AS WETLANDS/NON-WETLAND WATERS. ADDITIONAL EROSION CONTROL
DEVICES ARE TO BE INSTALLED AS SHOWN ON THE PLANS. EXTREME CAUTION SHALL BE
USED TO MINIMIZE DISTURBANCES IN THESE AREAS AND CONTAIN ANY RUNOFF.
2. THE CONTRACTOR SHALL COMPLY WITH THE GUIDELINES OF THE SCDES STORMWATER BMP
HANDBOOK DURING THE ENTIRE CONSTRUCTION PERIOD. ALL UNPAVED DISTURBED
AREAS WITH NO ACTIVITY FOR MORE THAN (14) DAYS SHALL BE TEMPORARILY GRASSED
PER THE SCDES BMP HANDBOOK. GRASSING SHALL MEET THE DEFINITION OF "STABILIZED"
AS DEFINED BY THE NPDES GENERAL PERMIT (100% COVERAGE AND 70% DENSITY) OR AS
REQUIRED BY THE LOCAL ISSUING AUTHORITY, WHICHEVER IS MORE STRINGENT.
3. ALL TOPSOIL STRIPPED FROM THE SITE SHALL BE PRESERVED AND SPREAD OVER AREAS
TO BE GRASSED AT A UNIFORM DEPTH SUCH THAT ALL NATIVE TOPSOIL IS UTILIZED.
4. ANY TREE WITHIN PERMANENT EASEMENT SHALL BE FELLED AND STUMPED AND ANY TREE
WITHIN TEMPORARY EASEMENT SHALL BE FELLED ONLY. AREAS DISTURBED BY
CONSTRUCTION SHALL BE GRASSED IN ACCORDANCE WITH THE EROSION CONTROL
DETAILS INCLUDING ANY LOCATIONS USED FOR TEMPORARY STORAGE OF MATERIAL.
5. WHERE ROADWAY DITCHES AND DRAINAGE PIPES ARE DISTURBED, RELAY DRAINAGE PIPE
AND RE-GRADE DITCHES TO RE-ESTABLISH POSITIVE DRAINAGE ACCEPTABLE TO SCDOT.
DRAINAGE PIPES DAMAGED OR DESTROYED DURING CONSTRUCTION SHALL BE REPLACED
BY THE CONTRACTOR WITH NEW CLASS Ill - WALL B REINFORCED CONCRETE PIPE
COMPLYING WITH ASTM C76 AT NO ADDITIONAL COST TO THE OWNER, UNLESS NOTED
OTHERWISE.
6. STOCKPILING SHALL ONLY OCCUR WITHIN LIMITS OF DISTURBANCE (LOD) SHOWN ON THE
PLANS. CONTRACTOR SHALL LIMIT THE AREA OF DISTURBANCE TO THE MINIMUM NEEDED
TO COMPLETE THE CONSTRUCTION AND TO ACCESS THE SITE.
TRAFFIC CONTROL & SCDOT NOTES:
1. THE CONTRACTOR SHALL ADHERE TO THE SPECIFICATIONS AND DETAILS COVERED IN THE
APPROVED SCDOT ENCROACHMENT PERMIT. THE CONTRACTOR SHALL SUBMIT TO THE
OWNER AND ENGINEER FOR APPROVAL THEIR TRAFFIC CONTROL PLAN, PRIOR TO
CONSTRUCTION.
2. THE CONTRACTOR SHALL COORDINATE WITH PROPERTY OWNERS/RESIDENTS PRIOR TO
TEMPORARILY CLOSING DRIVEWAY ACCESS FOR CONSTRUCTION. DURING CONSTRUCTION,
THE CONTRACTOR SHALL MAINTAIN ACCESS TO DRIVEWAYS FOR PROPERTY
OWNERS/RESIDENTS BY EITHER TEMPORARILY PATCHING OR LAYING STEEL PLATES. THE
CONTRACTOR SHALL MAINTAIN ACCESS TO BUSINESSES DURING NORMAL HOURS OF
OPERATION. DRIVEWAYS IMPACTED BY OPEN-CUT INSTALLATION, SHALL BE OVERLAID FOR
THE FULL-WIDTH WITHIN THE RIGHT-OF-WAY LIMITS WITH LIKE MATERIAL.
3. THE CONTRACTOR SHALL ADHERE TO SCDOT DETAIL ON SHEET C2.02 FOR WATER MAIN
PAVEMENT REPAIRS ON ALL ROADS (SCDOT-OWNED AND LOCAL). THE CONTRACTOR SHALL
ADHERE TO SCDOT DETAILS ON SHEET C4.01 FOR LANE CLOSURES AND SHOULDER
CLOSURES.
4. BORE PITS SHALL BE LOCATED A MINIMUM DISTANCE OF 5-FEET FROM THE EDGE OF
PAVEMENT (EOP). ALL FIRE HYDRANTS SHALL BE PLACED A MINIMUM OF TEN (10) FEET
FROM THE EDGE OF PAVEMENT AND/OR BEHIND DITCHES. ALL WATER METERS OR AIR
VALVES SHALL BE PLACED AT RIGHT-OF-WAY LINES.
5. FLOWABLE FILL SHALL BE USED AS BACKFILL MATERIAL FOR ALL ROADWAY CROSSINGS
AND FOR EXCAVATION WITHIN 5-FEET OF EOP FOR HIGH VOLUME ROADWAYS OR WITHIN
3-FEET OF EOP FOR LOW VOLUME ROADWAYS.
6. THE DEPTH OF THE UTILITY LINE SHALL MEET THE MINIMUM REQUIREMENTS OF THE SCDOT
UTILITY ACCOMMODATION MANUAL, WHICH IS 42-INCHES BELOW THE LOWEST POINT OF
THE ROADWAY CROSS SECTION. THE ROADWAY CROSS SECTION INCLUDES ANY DRAINAGE
STRUCTURE AND/OR DITCHES/SWALES. ALL UTILITY LINES CROSSING UNDER STATE
ROADWAYS SHALL BE A MINIMUM DEPTH OF 48-INCHES.
7. IF THERE IS ANY DIGGING, EXCAVATING, TRENCHING, BORING, ETC. WITHIN 500-FEET OF A
SIGNALIZED INTERSECTION, THE PERMITTEE IS RESPONSIBLE FOR CONTACTING THE
SCDOT TRAFFIC SIGNAL SHOP AT 843-740-1668 BEFORE WORK BEGINS.
8. FINAL MILL AND OVERLAY SHALL BE 5-FEET ON EACH SIDE OF ROAD CUT AND EXTEND THE
FULL-WIDTH FOR ONE LANE. IF A ROAD CUT ENCROACHES ON MORE THAN ONE LANE, THEN
FINAL MILL AND OVERLAY SHALL EXTEND THE FULL-WIDTH FOR THE SECOND LANE. IF THE
ROAD CUT IS IN AN INTERSECTION, THE ENTIRE INTERSECTION SHALL BE MILLED AND
OVERLAID RADIUS TO RADIUS.
HWY 17A
C1.0
C1.0
C 1.05
C1.08
C1.09
C1.10
C1.11 C1.12
C1.13
C1.14
C1.15
C 1.17
C
.0
C1.07
C 1.23
C
.2
C
.2
SC HW
Y 61
SC HW
Y 61
C0.02
SUBMITTALS/REVISIONS
Y Y Y Y
10 0 10 20
1" = 10' VERTICAL
SCALE
1" = 50' HORIZONTAL
10050050
CER
IT FICATE OF AUTHO
IR
Z
I
AT
O N
ANI
LORACHTUOS MICHAEL
BAKER
INTERNATIONAL,
INC.
No. 673
WATER
INTERCONNECTION TO
RIDGEVILLE - PHASE 2B
AS NOTED
WATER SERVICES
PLAN AND PROFILE
KRP
MEF KTC
196703
MICHAEL BAKER INTERNATIONAL, INC.
700 HUGER STREET
COLUMBIA, SC 29201
DORCHESTER COUNTY WATER & SEWER
235 DEMING WAY
SUMMERVILLE, SC 29483
No. 41054
ANILORACHTUOS PROFESSIONAL ENGI NEERLIC
EN
SE
D
M
E G H A N E . F R A NC
O
1 30% DESIGN OCT 2024 MEF
2 60% SUBMITTAL FEB 2025 MEF
3 PERMIT SET MAR 2025 MEF
4 90% SUBMITTAL MAY 2025 MEF
1. ALL WATER SERVICES INSTALLED VIA DRY BORE
SHALL CONSIST OF 1" POLYETHYLENE CTS SDR 9
INSIDE 2" HPDE CASING. ADHERE TO DRAWING
W-4 B ON SHEET 2.01 FOR FAR SIDE WATER
SERVICE DETAILS. APPROXIMATE LENGTHS ARE
SHOWN ON THE PLANS, BUT MAY ADJUST IN THE
FIELD.
2. ALL WATER SERVICES INSTALLED VIA OPEN CUT
SHALL CONSIST OF 3/4" OR 1" POLYETHYLENE
CTS. ADHERE TO DRAWING W-4 A ON SHEET
C2.01 FOR NEAR SIDE WATER SERVICE DETAILS.
APPROXIMATE LENGTHS ARE SHOWN ON THE
PLANS, BUT MAY ADJUST IN THE FIELD.
3. LOCATIONS OF ALL PROPOSED WATER SERVICES
ARE APPROXIMATE AND SHALL BE FIELD
ADJUSTED AS NECESSARY.
5 BID PACKAGE - PHASE 2 B JAN 2026 MEF
GENERAL NOTES, LEGEND,
AND VICINITY MAP
A P
P R
O X
. 1
F
R O
M P
O W
E R
' M
IN
F R
O M
S T
O R
M
5 44
43 4 1 40 39
84142
' M
IN
F R
O M
E O
P
9+00 1
16" Ø C900 DR 18 PVC (TYP)
WATER ALIGNMENT A
VIA OPEN CUT
16" DIRJ GATE VALVE
STA: 6+32
WATER ALIGNMENT A
TIE INTO EXISTING 16" VALVE;
CONTRACTOR TO VERIFY LOCATION OF
16" WL INSTALLED BY OTHERS
STA: 0+00
BEGIN WATER ALIGNMENT A
PHASE 2B PROP 16" X 6" DIRJ TEE
AND FIRE HYDRANT ASSEMBLY
STA: 6+35
WATER ALIGNMENT A
E L
E V
A T
IO
N
STATION
0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00
EXISTING GRADE (TYP)
' M
IN
C O
V E
R (T
Y P
P R
O P x
D
IR
J T
E E
A N
D F
IR
E
H Y
D R
A N
T A
S S
E M
B L
Y S
T A
: 6
W A
T E
R A
L
IG
N M
E N
T A
16" Ø C900 DR 18 PVC (TYP)
WATER ALIGNMENT A
VIA OPEN CUT
P R
O P
D
IR
J
G A
T E
V A
L V
E S
T A
: 6
W A
T E
R A
L
IG
N M
E N
T A
127' PVC RJ
2' PVC RJ
125' PVC RJ
127' PVC RJ
T
IE
IN
T
O E
X
IS
T
IN
G
V A
L V
E
C O
N T
R A
C T
O R
T O
V E
R
IF
Y L
O C
A T
IO
N
O F
W
L S
T A
: 0
B E
G
IN
W A
T E
R A
L
IG
N M
E N
T A
P H
A S
E
B
PLAN VIEW
WATER ALIGNMENT A
PROFILE VIEW
WATER ALIGNMENT A
STA: 0+00 TO STA: 12+00
M A
T C
H L
IN
E
W A
T E
R A
L
IG
N M
E N
T A
S T
A : 1
S
E E
S H
E E
T C
.0
P E
A C
E R
D
W.F. MCARN & K.M.
MCARN
D.B. 7002 PG. 93
P.B. E PG. 125
TMS#126-00-00-212.000
W.F. MCARN JR.
D.B. 14704 PG. 147
P.B. D PG. 336
TMS#126-00-00-144.000
A.E. WENZEL
D.B. 11816 PG. 174
TMS#126-00-00-137.000
A. ROOMAN
D.B. 10100 PG. 272
P.B. K PG. 9
TMS#126-00-00-187.000
J.L. STROBLE III
D.B. 946 PG. 39
P.B. H PG. 284
TMS#126-00-00-114.000 W.F. MCARN SR.
D.B. 8112 PG. 3
P.B. J PG. 177
TMS#126-00-00-147.000
REMOVE AND
REPLACE ASPHALT (TYP)
APPROX. LOCATION OF EXISTING
16" SSFM (TYP)
WATER SERVICE
INSTALLED VIA
OPEN-CUT
(APPROX. 15 LF)
WATER SERVICE
INSTALLED VIA
OPEN-CUT
(APPROX. 20 LF)
WATER SERVICE
INSTALLED VIA
DRY-BORE
(APPROX. 60 LF)
SEDIMENT TUBE (TYP) -
SEE SHEET C3.01 FOR
INSTALLATION/SPACING
GIVHANS RD.
(SC HWY 27; 75' R/W; SCDOT
PROJECT ID 18.210 & 18.220)
C1.01
SUBMITTALS/REVISIONS
Y Y Y Y
10 0 10 20
1" = 10' VERTICAL
SCALE
1" = 50' HORIZONTAL
10050050
CER
IT FICATE OF AUTHO
IR
Z
I
AT
O N
ANI
LORACHTUOS MICHAEL
BAKER
INTERNATIONAL,
INC.
No. 673
WATER
INTERCONNECTION TO
RIDGEVILLE - PHASE 2B
AS NOTED
WATER SERVICES
PLAN AND PROFILE
KRP
MEF KTC
196703
MICHAEL BAKER INTERNATIONAL, INC.
700 HUGER STREET
COLUMBIA, SC 29201
DORCHESTER COUNTY WATER & SEWER
235 DEMING WAY
SUMMERVILLE, SC 29483
No. 41054
ANILORACHTUOS PROFESSIONAL ENGI NEERLIC
EN
SE
D
M
E G H A N E . F R A NC
O
1 30% DESIGN OCT 2024 MEF
2 60% SUBMITTAL FEB 2025 MEF
3 PERMIT SET MAR 2025 MEF
4 90% SUBMITTAL MAY 2025 MEF
1. ALL WATER SERVICES INSTALLED VIA DRY BORE
SHALL CONSIST OF 1" POLYETHYLENE CTS SDR 9
INSIDE 2" HPDE CASING. ADHERE TO DRAWING
W-4 B ON SHEET 2.01 FOR FAR SIDE WATER
SERVICE DETAILS. APPROXIMATE LENGTHS ARE
SHOWN ON THE PLANS, BUT MAY ADJUST IN THE
FIELD.
2. ALL WATER SERVICES INSTALLED VIA OPEN CUT
SHALL CONSIST OF 3/4" OR 1" POLYETHYLENE
CTS. ADHERE TO DRAWING W-4 A ON SHEET
C2.01 FOR NEAR SIDE WATER SERVICE DETAILS.
APPROXIMATE LENGTHS ARE SHOWN ON THE
PLANS, BUT MAY ADJUST IN THE FIELD.
3. LOCATIONS OF ALL PROPOSED WATER SERVICES
ARE APPROXIMATE AND SHALL BE FIELD
ADJUSTED AS NECESSARY.
5 BID PACKAGE - PHASE 2 B JAN 2026 MEF
CONTRACTOR SHALL POTHOLE
EXISTING SSFM PRIOR TO
INSTALLING WATER SERVICE VIA
DRY-BORE. CONTRACTOR SHALL
MAINTAIN 18-INCHES OF VERTICAL
SEPARATION (TYP)
LODLODLODLODLODLODLOD
LOD LOD LOD LOD LOD LOD LOD LOD
LO
DA
P
P R
O X
. 1
IN
S
ID
E R
/W
' M
IN
F R
O M
E O
P
' M
IN
F
R O
M G
U A
R D
R A
IL
' M
IN
F R
O M
S T
O R
MP
R
O P
. 1
' P E
R M
. D C
W S
W A
T E
R E
S M
T
T Y
P
P R
O P
. 1
' T E
M P
. D C
W S
W A
T E
R E
S M
T
T Y
P
36 37 38
31313233
+0
0 1
20+00
24+00
17 LF OF 16" Ø CL250 DIRJ
28 LF OF 16" Ø CL250 DIRJ
16" Ø C900 DR 18 PVC (TYP)
WATER ALIGNMENT A
VIA OPEN CUT
23 LF OF 16" Ø CL250 DIRJ
PROP 16" Ø 11.25°
VERT DIRJ BEND
STA: 17+90
WATER ALIGNMENT A
PROP 16" Ø 22.50°
DIRJ BEND
STA: 23+80
WATER ALIGNMENT A
PROP 16" Ø 22.50°
DIRJ BEND
STA: 16+16
WATER ALIGNMENT A
PROP 16" Ø 22.50°
DIRJ BEND
STA: 15+91
WATER ALIGNMENT A
PROP 16" Ø 45.00°
DIRJ BEND
STA: 19+89
WATER ALIGNMENT A
PROP 16" Ø 45.00°
DIRJ BEND
STA: 20+17
WATER ALIGNMENT A
PROP 16" Ø 45.00°
ROTATED VERT DIRJ BEND
STA: 17+61
WATER ALIGNMENT A
PROP 16" Ø 45.00°
ROTATED VERT DIRJ BEND
STA: 17+43
WATER ALIGNMENT A
PROP 16" Ø 11.25°
VERT DIRJ BEND
STA: 18+14
WATER ALIGNMENT A
PROP 16" X 6" DIRJ TEE
AND FIRE HYDRANT ASSEMBLY
STA: 19+31
WATER ALIGNMENT A
E L
E V
A T
IO
N
STATION
12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 23+00 23+50 24+00
EXISTING GRADE (TYP)
' M
IN
C O
V E
R (T
Y P
P R
O P
Ø
.2
V
E R
T D
IR
J
B E
N D
S T
A : 1
W A
T E
R A
L
IG
N M
E N
T A P
R O
P
Ø
.5
D
IR
J B
E N
D S
T A
: 2
W
A T
E R
A L
IG
N
M E
N T
A
' M
IN
C O
V E
R (T
Y P
P R
O P
Ø
.5
D
IR
J
B E
N D
S T
A : 1
W A
T E
R A
L
IG
N M
E N
T A
P R
O P
Ø
.5
D
IR
J
B E
N D
S T
A : 1
W A
T E
R A
L
IG
N M
E N
T A
P R
O P
Ø
.0
D
IR
J
B E
N D
S T
A : 1
W A
T E
R A
L
IG
N M
E N
T A
P R
O P
Ø
.0
D
IR
J
B E
N D
S T
A : 2
W A
T E
R A
L
IG
N M
E N
T A
P R
O P
Ø
.0
R
O T
A T
E D
V E
R T
D
IR
J B
E N
D S
T A
: 1
W
A T
E R
A L
IG
N
M E
N T
A
P R
O P
Ø
.0
R
O T
A T
E D
V E
R T
D
IR
J B
E N
D S
T A
: 1
W
A T
E R
A L
IG
N
M E
N T
A
P R
O P
Ø
.2
V
E R
T D
IR
J
B E
N D
S T
A : 1
W A
T E
R A
L
IG
N M
E N
T A
17 LF OF 16" Ø CL250 DIRJ
28 LF OF 16" Ø CL250 DIRJ
23 LF OF 16" Ø CL250 DIRJ
16" Ø C900 DR 18 PVC (TYP)
WATER ALIGNMENT A
VIA OPEN CUT
13' PVC RJ
9' PVC RJ
24' PVC RJ 27' PVC RJ
29' PVC RJ
9' PVC RJ
53' PVC RJ
19' PVC RJ 19' PVC RJ
9' PVC RJP
R
O P x
D
IR
J T
E E
A N
D F
IR
E
H Y
D R
A N
T A
S S
E M
B L
Y S
T A
: 1
W
A T
E R
A L
IG
N
M E
N T
A
PLAN VIEW
WATER ALIGNMENT A
PROFILE VIEW
WATER ALIGNMENT A
STA: 12+00 TO STA: 24+00
M A
T C
H L
IN
E
W A
T E
R A
L
IG
N M
E N
T A
S T
A : 1
- S E
E S
H E
E T
C
.0
M A
T C
H L
IN
E
W A
T E
R A
L
IG
N M
E N
T A
S T
A : 2
S
E E
S H
E E
T C
.0
W.F. MCARN SR.
D.B. 8112 PG. 3
P.B. J PG. 177
TMS#126-00-00-147.000
B. FISHER ESTATE
D.B. 60 PG. 24
TMS#133-00-00-074.000
NEW HOPE
AFRICAN
METHODIST
CHURCH
D.B. 12319 PG. 102
TMS#133-00-00-072.000
B. FISHER ESTATE
D.B. 60 PG. 24
TMS#133-00-00-074.000
WETLANDS (TYP)
STREAM (TYP)
PROPOSED TEMP.
WETLANDS IMPACTS
(0.018-ACRE)
PROPOSED TEMP.
STREAM IMPACTS
(0.025-ACRE)
REMOVE AND
REPLACE ASPHALT
APPROX. LOCATION OF EXISTING
16" SSFM (TYP)
APPROX. 200 LF OF EXISTING FENCE TO BE REMOVED
AND RELOCATED TO R/W, IN KIND. CONTRACTOR SHALL
PROVIDE TEMPORARY FENCING DURING CONSTRUCTION
TO CONTAIN LIVESTOCK, AS NECESSARY
DOUBLE ROW
SILT FENCE (TYP)
CONTRACTOR SHALL NOT
DISTURB EXISTING FENCE,
UNLESS SHOWN OTHERWISE
WATER SERVICE
INSTALLED VIA
OPEN-CUT
(APPROX. 15 LF)
WATER SERVICE
INSTALLED VIA
DRY-BORE (TYP)
(APPROX. 60 LF)
SEDIMENT TUBE (TYP) -
SEE SHEET C3.01 FOR
INSTALLATION/SPACING
GIVHANS RD.
(SC HWY 27; 75' R/W; SCDOT
PROJECT ID 18.210 & 18.220)
EXISTING SIGNS
SHALL NOT BE
DISTURBED
C1.02
SUBMITTALS/REVISIONS
Y Y Y Y
10 0 10 20
1" = 10' VERTICAL
SCALE
1" = 50' HORIZONTAL
10050050
CER
IT FICATE OF AUTHO
IR
Z
I
AT
O N
ANI
LORACHTUOS MICHAEL
BAKER
INTERNATIONAL,
INC.
No. 673
WATER
INTERCONNECTION TO
RIDGEVILLE - PHASE 2B
AS NOTED
WATER SERVICES
PLAN AND PROFILE
KRP
MEF KTC
196703
MICHAEL BAKER INTERNATIONAL, INC.
700 HUGER STREET
COLUMBIA, SC 29201
DORCHESTER COUNTY WATER & SEWER
235 DEMING WAY
SUMMERVILLE, SC 29483
No. 41054
ANILORACHTUOS PROFESSIONAL ENGI NEERLIC
EN
SE
D
M
E G H A N E . F R A NC
O
1 30% DESIGN OCT 2024 MEF
2 60% SUBMITTAL FEB 2025 MEF
3 PERMIT SET MAR 2025 MEF
4 90% SUBMITTAL MAY 2025 MEF
1. ALL WATER SERVICES INSTALLED VIA DRY BORE
SHALL CONSIST OF 1" POLYETHYLENE CTS SDR 9
INSIDE 2" HPDE CASING. ADHERE TO DRAWING
W-4 B ON SHEET 2.01 FOR FAR SIDE WATER
SERVICE DETAILS. APPROXIMATE LENGTHS ARE
SHOWN ON THE PLANS, BUT MAY ADJUST IN THE
FIELD.
2. ALL WATER SERVICES INSTALLED VIA OPEN CUT
SHALL CONSIST OF 3/4" OR 1" POLYETHYLENE
CTS. ADHERE TO DRAWING W-4 A ON SHEET
C2.01 FOR NEAR SIDE WATER SERVICE DETAILS.
APPROXIMATE LENGTHS ARE SHOWN ON THE
PLANS, BUT MAY ADJUST IN THE FIELD.
3. LOCATIONS OF ALL PROPOSED WATER SERVICES
ARE APPROXIMATE AND SHALL BE FIELD
ADJUSTED AS NECESSARY.
5 BID PACKAGE - PHASE 2 B JAN 2026 MEF
CONTRACTOR SHALL POTHOLE
EXISTING SSFM PRIOR TO
INSTALLING WATER SERVICE VIA
DRY-BORE. CONTRACTOR SHALL
' M
IN
F R
O M
S T
O R
M
M
IN
IN
S
ID
E R
/W
' M
IN
F R
O M
E O
P
48 49
24+00 2
16" DIRJ GATE VALVE
STA: 30+59
WATER ALIGNMENT A
16" DIRJ GATE VALVE
STA: 30+62
WATER ALIGNMENT APROP AIR RELEASE VALVE -
SEE DETAIL ON SHEET C2.01
STA: 30+54
WATER ALIGNMENT A
16" Ø C900 DR 18 PVC (TYP)
WATER ALIGNMENT A
VIA OPEN CUT
PROP 16" Ø 22.50°
DIRJ BEND
STA: 24+10
WATER ALIGNMENT A PROP 16" Ø 22.50°
DIRJ BEND
STA: 28+52
WATER ALIGNMENT A
PROP 16" Ø 22.50°
DIRJ BEND
STA: 28+82
WATER ALIGNMENT A
PROP 16" X 16" DIRJ TEE AND
16" DIRJ GATE VALVE W/ CAP
STA: 30+61
WATER ALIGNMENT A
PROP 16" X 6" DIRJ TEE
AND FIRE HYDRANT ASSEMBLY
STA: 30+67
WATER ALIGNMENT A
E L
E V
A T
IO
N
STATION
24+00 24+50 25+00 25+50 26+00 26+50 27+00 27+50 28+00 28+50 29+00 29+50 30+00 30+50 31+00 31+50 32+00 32+50 33+00 33+50 34+00 34+50 35+00 35+50 36+00
EXISTING GRADE (TYP)
' M
IN
C O
V E
R (T
Y P
P R
O P
Ø
.5
D
IR
J
B E
N D
S T
A : 2
W A
T E
R A
L
IG
N M
E N
T A
P R
O P
Ø
.5
D
IR
J
B E
N D
S T
A : 2
W A
T E
R A
L
IG
N M
E N
T A
P R
O P
D
IR
J
G A
T E
V A
L V
E S
T A
: 3
W
A T
E R
A L
IG
N
M E
N T
A P
R O
P
"X
D
IR
J
T E
E A
N D
D
IR
J
G A
T E
V A
L V
E W
/ C A
P S
T A
: 3
W
A T
E R
A L
IG
N
M E
N T
A P
R O
P
D
IR
J G
A T
E V
A L
V E
S T
A : 3
W A
T E
R A
L
IG
N M
E N
T A
P R
O P x
D
IR
J T
E E
A N
D F
IR
E
H Y
D R
A N
T A
S S
E M
B L
Y S
T A
: 3
W
A T
E R
A L
IG
N
M E
N T
A
P R
O P
Ø
.5
D
IR
J
B E
N D
S T
A : 2
W A
T E
R A
L
IG
N M
E N
T A
29' PVC RJ
4' PVC RJ
9' PVC RJ
9' PVC RJ
9' PVC RJ 124' PVC RJ 123' PVC RJ
P R
O P
A
IR
R E
L E
A S
E V
A L
V E
S
E E
D E
T A
IL
O
N S
H E
E T
C
.0
S T
A : 3
W A
T E
R A
L
IG
N M
E N
T A
3' PVC RJ16" Ø C900 DR 18 PVC (TYP)
WATER ALIGNMENT A
VIA OPEN CUT
PLAN VIEW
WATER ALIGNMENT A
PROFILE VIEW
WATER ALIGNMENT A
STA: 24+00 TO STA: 36+00
M A
T C
H L
IN
E
W A
T E
R A
L
IG
N M
E N
T A
S T
A : 2
- S E
E S
H E
E T
C
.0
M A
T C
H L
IN
E
W A
T E
R A
L
IG
N M
E N
T A
S T
A : 3
S
E E
S H
E E
T C
.0
T E
M P
LE
R
D
H.E. CRAVEN JR.
D.B. 5798 PG. 261
TMS#133-00-00-076.000
E.O. DANTZLER & K.L.
DANTZLER
D.B. 12273 PG. 343
P.B. L PG. 86
TMS#133-00-00-149.000
M.W. NORMAND & D.W.
NORMAND
D.B. 14019 PG. 98
P.B. L PG. 12
TMS#133-00-00-210.000
B.J. ROGERS &
E.C. ROGERS
D.B. 7820 PG. 183
P.B. L PG. 86
TMS#133-00-00-211.000
B. FISHER ESTATE
D.B. 60 PG. 24
TMS#133-00-00-074.000
REMOVE AND
REPLACE ASPHALT (TYP)
APPROX. LOCATION OF EXISTING
16" SSFM (TYP)
WATER SERVICE
INSTALLED VIA
OPEN-CUT
(APPROX. 20 LF)
WATER SERVICE
INSTALLED VIA
DRY-BORE (TYP)
(APPROX. 60 LF)
SEDIMENT TUBE (TYP) -
SEE SHEET C3.01 FOR
INSTALLATION/SPACING
GIVHANS RD.
(SC HWY 27; 75' R/W; SCDOT
PROJECT ID 18.210 & 18.220)
C1.03
SUBMITTALS/REVISIONS
Y Y Y Y
10 0 10 20
1" = 10' VERTICAL
SCALE
1" = 50' HORIZONTAL
10050050
CER
IT FICATE OF AUTHO
IR
Z
I
AT
O N
ANI
LORACHTUOS MICHAEL
BAKER
INTERNATIONAL,
INC.
No. 673
WATER
INTERCONNECTION TO
RIDGEVILLE - PHASE 2B
AS NOTED
WATER SERVICES
PLAN AND PROFILE
KRP
MEF KTC
196703
MICHAEL BAKER INTERNATIONAL, INC.
700 HUGER STREET
COLUMBIA, SC 29201
DORCHESTER COUNTY WATER & SEWER
235 DEMING WAY
SUMMERVILLE, SC 29483
No. 41054
ANILORACHTUOS PROFESSIONAL ENGI NEERLIC
EN
SE
D
M
E G H A N E . F R A NC
O
1 30% DESIGN OCT 2024 MEF
2 60% SUBMITTAL FEB 2025 MEF
3 PERMIT SET MAR 2025 MEF
4 90% SUBMITTAL MAY 2025 MEF
1. ALL WATER SERVICES INSTALLED VIA DRY BORE
SHALL CONSIST OF 1" POLYETHYLENE CTS SDR 9
INSIDE 2" HPDE CASING. ADHERE TO DRAWING
W-4 B ON SHEET 2.01 FOR FAR SIDE WATER
SERVICE DETAILS. APPROXIMATE LENGTHS ARE
SHOWN ON THE PLANS, BUT MAY ADJUST IN THE
FIELD.
2. ALL WATER SERVICES INSTALLED VIA OPEN CUT
SHALL CONSIST OF 3/4" OR 1" POLYETHYLENE
CTS. ADHERE TO DRAWING W-4 A ON SHEET
C2.01 FOR NEAR SIDE WATER SERVICE DETAILS.
APPROXIMATE LENGTHS ARE SHOWN ON THE
PLANS, BUT MAY ADJUST IN THE FIELD.
3. LOCATIONS OF ALL PROPOSED WATER SERVICES
ARE APPROXIMATE AND SHALL BE FIELD
ADJUSTED AS NECESSARY.
5 BID PACKAGE - PHASE 2 B JAN 2026 MEF
WATER SERVICE
INSTALLED VIA
DRY-BORE
(APPROX. 70 LF)
CONTRACTOR SHALL POTHOLE
EXISTING SSFM PRIOR TO
INSTALLING WATER SERVICE VIA
DRY-BORE. CONTRACTOR SHALL
MAINTAIN 18-INCHES OF VERTICAL
SEPARATION (TYP)
WATER SERVICE
INSTALLED VIA
DRY-BORE
(APPROX. 70 LF)
P R
O X
. 1
IN
S
ID
E R
/W
T Y
P
A P
P R
O X
. 1
F
R O
M P
O W
E R
' M
IN
F R
O M
S T
O R
M
' M
IN
F R
O M
E O
P
52 53
6 LF OF 16" Ø CL250 DIRJ
18 LF OF 16" Ø CL250 DIRJ
6 LF OF 16" Ø CL250 DIRJ
16" Ø C900 DR 18 PVC (TYP)
WATER ALIGNMENT A
VIA OPEN CUT
16" DIRJ GATE VALVE
STA: 42+79
WATER ALIGNMENT A
16" DIRJ GATE VALVE
STA: 42+83
WATER ALIGNMENT A
PROP 16" Ø 45.00°
DIRJ BEND
STA: 47+31
WATER ALIGNMENT A
PROP 16" Ø 45.00°
DIRJ BEND
STA: 47+42
WATER ALIGNMENT A
PROP 16" Ø 22.50°
VERT DIRJ BEND
STA: 40+60
WATER ALIGNMENT A
PROP 16" Ø 22.50°
VERT DIRJ BEND
STA: 40+66
WATER ALIGNMENT A
PROP 16" Ø 22.50°
VERT DIRJ BEND
STA: 40+86
WATER ALIGNMENT A
PROP 16" Ø 22.50°
VERT DIRJ BEND
STA: 40+93
WATER ALIGNMENT A
PROP 16" X 16" DIRJ TEE AND
16" DIRJ GATE VALVE W/ CAP
STA: 42+81
WATER ALIGNMENT A
PROP 16" X 6" DIRJ TEE
AND FIRE HYDRANT ASSEMBLY
STA: 46+38
WATER ALIGNMENT A
E L
E V
A T
IO
N
STATION
Water Alignment A C1.12
36+00 36+50 37+00 37+50 38+00 38+50 39+00 39+50 40+00 40+50 41+00 41+50 42+00 42+50 43+00 43+50 44+00 44+50 45+00 45+50 46+00 46+50 47+00 47+50 48+00
EXISTING GRADE (TYP)
' M
IN
C O
V E
R (T
Y P
P R
O P
Ø
.5
V
E R
T D
IR
J
B E
N D
S T
A : 4
W A
T E
R A
L
IG
N M
E N
T A
P R
O P
Ø
.5
V
E R
T D
IR
J
B E
N D
S T
A : 4
W A
T E
R A
L
IG
N M
E N
T A
P R
O P
Ø
.5
V
E R
T D
IR
J
B E
N D
S T
A : 4
W A
T E
R A
L
IG
N M
E N
T A
P R
O P
Ø
.5
V
E R
T D
IR
J
B E
N D
S T
A : 4
W A
T E
R A
L
IG
N M
E N
T A
P R
O P
D
IR
J
G A
T E
V A
L V
E S
T A
: 4
W
A T
E R
A L
IG
N
M E
N T
A
P R
O P
"X
D
IR
J T
E E
A N
D
D
IR
J G
A T
E V
A L
V E
W / C
A P
S T
A : 4
W A
T E
R A
L
IG
N M
E N
T A
P R
O P
D
IR
J
G A
T E
V A
L V
E S
T A
: 4
W
A T
E R
A L
IG
N
M E
N T
A
P R
O P x
D
IR
J T
E E
A N
D F
IR
E
H Y
D R
A N
T A
S S
E M
B L
Y S
T A
: 4
W
A T
E R
A L
IG
N
M E
N T
A
S
E P
.6 LF OF 16" Ø CL250 DIRJ
18 LF OF 16" Ø CL250 DIRJ
6 LF OF 16" Ø CL250 DIRJ
16" Ø C900 DR 18 PVC (TYP)
WATER ALIGNMENT A
VIA OPEN CUT
26' PVC RJ 26' PVC RJ
127' PVC RJ 127' PVC RJ
P R
O P
Ø
.0
D
IR
J
B E
N D
S T
A : 4
W A
T E
R A
L
IG
N M
E N
T A
P R
O P
Ø
.0
D
IR
J
B E
N D
S T
A : 4
W A
T E
R A
L
IG
N M
E N
T A
19' PVC RJ
10' PVC RJ
19' PVC RJ
PLAN VIEW
WATER ALIGNMENT A
PROFILE VIEW
WATER ALIGNMENT A
STA: 36+00 TO STA: 48+00
M A
T C
H L
IN
E
W A
T E
R A
L
IG
N M
E N
T A
S T
A : 3
- S E
E S
H E
E T
C
.0
M A
T C
H L
IN
E
W A
T E
R A
L
IG
N M
E N
T A
S T
A : 4
S
E E
S H
E E
T C
.0
CARTER R
D.
E.D. MILLIGAN & A.R.
MILLIGAN
D.B. 5255 PG. 300
P.B. K PG. 8
TMS#133-00-00-005.000
T. CRAVEN & K.
CRAVEN
D.B. 10488 PG. 1
P.B. K PG. 24
TMS#133-00-00-192.000
R.R. CLAPP & L.M.
CLAPP
D.B. 9201 PG. 143
P.B. L PG. 12
TMS#133-00-00-197.000
R.O. NICKEL & T.W.
NICKEL
D.B. 10510 PG. 331
P.B. M PG. 64
TMS#133-00-00-157.000
WETLANDS (TYP)
TEMPORARILY RELOCATE SIGNS,
AS NECESSARY (TYP)
PROPOSED TEMP.
WETLAND IMPACTS
(0.012-ACRE)
APPROX. LOCATION
OF EXISTING
16" SSFM (TYP)
REMOVE AND
REPLACE ASPHALT (TYP)
DOUBLE ROW
SILT FENCE (TYP)
TEMPORARILY RELOCATE MAILBOXES,
AS NECESSARY (TYP)WATER SERVICE
INSTALLED VIA
DRY-BORE
(APPROX. 55 LF)
WATER SERVICE
INSTALLED VIA
OPEN-CUT
(APPROX. 20 LF)
GIVHANS RD.
(SC HWY 27; 75' R/W; SCDOT
PROJECT ID 18.210 & 18.220)
C1.04
SUBMITTALS/REVISIONS
Y Y Y Y
10 0 10 20
1" = 10' VERTICAL
SCALE
1" = 50' HORIZONTAL
10050050
CER
IT FICATE OF AUTHO
IR
Z
I
AT
O N
ANI
LORACHTUOS MICHAEL
BAKER
INTERNATIONAL,
INC.
No. 673
WATER
INTERCONNECTION TO
RIDGEVILLE - PHASE 2B
AS NOTED
WATER SERVICES
PLAN AND PROFILE
KRP
MEF KTC
196703
MICHAEL BAKER INTERNATIONAL, INC.
700 HUGER STREET
COLUMBIA, SC 29201
DORCHESTER COUNTY WATER & SEWER
235 DEMING WAY
SUMMERVILLE, SC 29483
No. 41054
ANILORACHTUOS PROFESSIONAL ENGI NEERLIC
EN
SE
D
M
E G H A N E . F R A NC
O
1 30% DESIGN OCT 2024 MEF
2 60% SUBMITTAL FEB 2025 MEF
3 PERMIT SET MAR 2025 MEF
4 90% SUBMITTAL MAY 2025 MEF
1. ALL WATER SERVICES INSTALLED VIA DRY BORE
SHALL CONSIST OF 1" POLYETHYLENE CTS SDR 9
INSIDE 2" HPDE CASING. ADHERE TO DRAWING
W-4 B ON SHEET 2.01 FOR FAR SIDE WATER
SERVICE DETAILS. APPROXIMATE LENGTHS ARE
SHOWN ON THE PLANS, BUT MAY ADJUST IN THE
FIELD.
2. ALL WATER SERVICES INSTALLED VIA OPEN CUT
SHALL CONSIST OF 3/4" OR 1" POLYETHYLENE
CTS. ADHERE TO DRAWING W-4 A ON SHEET
C2.01 FOR NEAR SIDE WATER SERVICE DETAILS.
APPROXIMATE LENGTHS ARE SHOWN ON THE
PLANS, BUT MAY ADJUST IN THE FIELD.
3. LOCATIONS OF ALL PROPOSED WATER SERVICES
ARE APPROXIMATE AND SHALL BE FIELD
ADJUSTED AS NECESSARY.
5 BID PACKAGE - PHASE 2 B JAN 2026 MEF
SEDIMENT TUBE (TYP) -
SEE SHEET C3.01 FOR
INSTALLATION/SPACING
CONTRACTOR SHALL POTHOLE
EXISTING SSFM PRIOR TO
INSTALLING WATER SERVICE VIA
DRY-BORE. CONTRACTOR SHALL
P R
O X
. 1
F
R O
M E
O P
T
Y P
A P
P R
O X
. 1
IN
S
ID
E
R /W
T
Y P
A P
P R
O X.
FR
O
M P
O W
E R
' M
IN
F R
O M
S T
O R
M
' M
IN
. F
R O
M
G U
A R
D R
A
IL
4' M
IN
F R
O M
S T
R C
53 52 51 50 48 47
45 44
+0
+0
+0
+0
+0
+0 0 5
+0
+0
+0
60+00
PROP 16" Ø 22.50°
VERT DIRJ BEND
STA: 59+12
WATER ALIGNMENT A
11 LF OF 16" Ø CL250 DIRJ
41 LF OF 16" Ø CL250 DIRJ
PROP AIR RELEASE VALVE -
SEE DETAIL ON SHEET C2.01
STA: 49+22
WATER ALIGNMENT A
PROP 16" Ø 11.25°
DIRJ BEND
STA: 52+21
WATER ALIGNMENT A
PROP 16" X 6" DIRJ TEE
AND FIRE HYDRANT ASSEMBLY
STA: 56+40
WATER ALIGNMENT A
PROP 16" Ø 11.25°
DIRJ BEND
STA: 56+45
WATER ALIGNMENT A
PROP 16" Ø 45.00°
ROTATED VERT DIRJ BEND
STA: 58+48
WATER ALIGNMENT A
PROP 16" Ø 45.00°
ROTATED VERT DIRJ BEND
STA: 58+60
WATER ALIGNMENT A
PROP 16" Ø 22.50°
ROTATED VERT DIRJ BEND
STA: 59+02
WATER ALIGNMENT A
E L
E V
A T
IO
N
STATION
48+00 48+50 49+00 49+50 50+00 50+50 51+00 51+50 52+00 52+50 53+00 53+50 54+00 54+50 55+00 55+50 56+00 56+50 57+00 57+50 58+00 58+50 59+00 59+50 60+00
EXISTING GRADE (TYP)
' M
IN
C O
V E
R (T
Y P
' M
IN
C O
V E
R (T
Y P
P R
O P
Ø
.2
D
IR
J
B E
N D
S T
A : 5
W A
T E
R A
L
IG
N M
E N
T A
P R
O P x
D
IR
J T
E E
A N
D F
IR
E
H Y
D R
A N
T A
S S
E M
B L
Y S
T A
: 5
W
A T
E R
A L
IG
N
M E
N T
A
P R
O P
Ø
.2
D
IR
J
B E
N D
S T
A : 5
W A
T E
R A
L
IG
N M
E N
T A
P R
O P
Ø
.0
R
O T
A T
E D
V E
R T
D
IR
J B
E N
D S
T A
: 5
W
A T
E R
A L
IG
N
M E
N T
A
P R
O P
Ø
.0
R
O T
A T
E D
V E
R T
D
IR
J B
E N
D S
T A
: 5
W
A T
E R
A L
IG
N
M E
N T
A
P R
O P
Ø
.5
V
E R
T D
IR
J
B E
N D
S T
A : 5
W A
T E
R A
L
IG
N M
E N
T A
P R
O P
Ø
.5
V
E R
T D
IR
J
B E
N D
S T
A : 5
W A
T E
R A
L
IG
N M
E N
T A
11 LF OF 16" Ø CL250 DIRJ
41 LF OF 16" Ø CL250 DIRJ 9 LF OF 16" Ø CL250 DIRJ
4' PVC RJ
16" Ø C900 DR 18 PVC (TYP)
WATER ALIGNMENT A
VIA OPEN CUT
5' PVC RJ 5' PVC RJ
5' PVC RJ
53' PVC RJ 26' PVC RJ
P R
O P
A
IR
R E
L E
A S
E V
A L
V E
S
E E
D E
T A
IL
O
N S
H E
E T
C
.0
S T
A : 4
W A
T E
R A
L
IG
N M
E N
T A
PLAN VIEW
WATER ALIGNMENT A
PROFILE VIEW
WATER ALIGNMENT A
STA: 48+00 TO STA: 60+00
M A
T C
H
LI
N E
W A
T E
R A
LI
G
N M
E N
T A
S T
A : 4
8+
S
E E
S H
E E
T C
1.
R.O. NICKEL & T.W.
NICKEL
D.B. 10510 PG. 331
P.B. M PG. 64
TMS#133-00-00-157.000
S.P. KNIGHT & K.G.
KNIGHT
D.B. 11181 PG. 57
P.B. L PG. 57
TMS#133-00-00-213.000
E. D MILLIGAN III & A.
R. MILLIGAN
D.B. 5255 PG. 300
P.B. K PG. 8
TMS#133-00-00-005.000
PROPOSED TEMP.
STREAM IMPACTS
(0.007-ACRE)
WETLANDS (TYP)
STREAM (TYP)
M A
T C
H
LIN
E
W A
T E
R A
LIG
N
M E
N T
A
S T
A : 60+00 - S
E E
S H
E E
T C
1.06
REMOVE AND
REPLACE ASPHALT
(TYP)
APPROX. LOCATION OF EXISTING
16" SSFM (TYP)
TEMPORARILY RELOCATE
MAILBOXES,
AS NECESSARY (TYP)
DOUBLE ROW
SILT FENCE (TYP)
WATER SERVICE
INSTALLED VIA
DRY-BORE
(APPROX. 70 LF)
WATER SERVICE
INSTALLED VIA
DRY-BORE (TYP)
(APPROX. 65 LF)
WATER SERVICE
INSTALLED VIA
OPEN-CUT
(APPROX. 15 LF)
WATER SERVICE
INSTALLED VIA
OPEN-CUT
(APPROX. 5 LF)
SEDIMENT TUBE (TYP) -
SEE SHEET C3.01 FOR
INSTALLATION/SPACING
GIVHANS RD.
(SC HWY 27; 75' R/W; SCDOT
PROJECT ID 18.210 & 18.220)
C1.05
SUBMITTALS/REVISIONS
Y Y Y Y
10 0 10 20
1" = 10' VERTICAL
SCALE
1" = 50' HORIZONTAL
10050050
CER
IT FICATE OF AUTHO
IR
Z
I
AT
O N
ANI
LORACHTUOS MICHAEL
BAKER
INTERNATIONAL,
INC.
No. 673
WATER
INTERCONNECTION TO
RIDGEVILLE - PHASE 2B
AS NOTED
WATER SERVICES
PLAN AND PROFILE
KRP
MEF KTC
196703
MICHAEL BAKER INTERNATIONAL, INC.
700 HUGER STREET
COLUMBIA, SC 29201
DORCHESTER COUNTY WATER & SEWER
235 DEMING WAY
SUMMERVILLE, SC 29483
No. 41054
ANILORACHTUOS PROFESSIONAL ENGI NEERLIC
EN
SE
D
M
E G H A N E . F R A NC
O
1 30% DESIGN OCT 2024 MEF
2 60% SUBMITTAL FEB 2025 MEF
3 PERMIT SET MAR 2025 MEF
4 90% SUBMITTAL MAY 2025 MEF
1. ALL WATER SERVICES INSTALLED VIA DRY BORE
SHALL CONSIST OF 1" POLYETHYLENE CTS SDR 9
INSIDE 2" HPDE CASING. ADHERE TO DRAWING
W-4 B ON SHEET 2.01 FOR FAR SIDE WATER
SERVICE DETAILS. APPROXIMATE LENGTHS ARE
SHOWN ON THE PLANS, BUT MAY ADJUST IN THE
FIELD.
2. ALL WATER SERVICES INSTALLED VIA OPEN CUT
SHALL CONSIST OF 3/4" OR 1" POLYETHYLENE
CTS. ADHERE TO DRAWING W-4 A ON SHEET
C2.01 FOR NEAR SIDE WATER SERVICE DETAILS.
APPROXIMATE LENGTHS ARE SHOWN ON THE
PLANS, BUT MAY ADJUST IN THE FIELD.
3. LOCATIONS OF ALL PROPOSED WATER SERVICES
ARE APPROXIMATE AND SHALL BE FIELD
ADJUSTED AS NECESSARY.
5 BID PACKAGE - PHASE 2 B JAN 2026 MEF
CONTRACTOR SHALL POTHOLE
EXISTING SSFM PRIOR TO
INSTALLING WATER SERVICE VIA
DRY-BORE. CONTRACTOR SHALL
LO
D
A P
P R
O X
. 7
F R
O M
E O
P
T Y
P
A P
P R
O X
. 1
IN
S
ID
E R
/W
T Y
P
A P
P R
O X
. 1
F
R O
M P
O W
E R
' M
IN
F R
O M
S T
O R
M
42 43
49 49
A P
P R
O X
. 3
IN
S
ID
E
R /W
T
Y P
16" Ø C900 DR 18 PVC (TYP)
WATER ALIGNMENT A
VIA OPEN CUT
16" DIRJ GATE VALVE
STA: 67+37
WATER ALIGNMENT A
PROP 16" X 6" DIRJ TEE
AND FIRE HYDRANT ASSEMBLY
STA: 66+59
WATER ALIGNMENT A
PROP 16" Ø 45.00°
DIRJ BEND
STA: 64+02
WATER ALIGNMENT A
PROP 16" Ø 45.00°
DIRJ BEND
STA: 64+17
WATER ALIGNMENT A
E L
E V
A T
IO
N
STATION
60+00 60+50 61+00 61+50 62+00 62+50 63+00 63+50 64+00 64+50 65+00 65+50 66+00 66+50 67+00 67+50 68+00 68+50 69+00 69+50 70+00 70+50 71+00 71+50 72+00
EXISTING GRADE (TYP)
' M
IN
C O
V E
R (T
Y P
P R
O P x
D
IR
J T
E E
A N
D F
IR
E
H Y
D R
A N
T A
S S
E M
B L
Y S
T A
: 6
W
A T
E R
A L
IG
N
M E
N T
A
P R
O P
D
IR
J
G A
T E
V A
L V
E S
T A
: 6
W
A T
E R
A L
IG
N
M E
N T
A
16" Ø C900 DR 18 PVC (TYP)
WATER ALIGNMENT A
VIA OPEN CUT
77' PVC RJ
19' PVC RJ
19' PVC RJ
50' PVC RJ
127' PVC RJ
19' PVC RJ
P R
O P
Ø
.0
D
IR
J
B E
N D
S T
A : 6
W A
T E
R A
L
IG
N M
E N
T A
P R
O P
Ø
.0
D
IR
J
B E
N D
S T
A : 6
W A
T E
R A
L
IG
N M
E N
T A
14' PVC RJ
PROFILE VIEW
WATER ALIGNMENT A
STA: 60+00 TO STA: 72+00
M A
T C
H L
IN
E
W A
T E
R A
L
IG
N M
E N
T A
S T
A : 6
- S E
E S
H E
E T
C
.0
M A
T C
H L
IN
E
W A
T E
R A
L
IG
N M
E N
T A
S T
A : 7
S
E E
S H
E E
T C
.0
PLAN VIEW
WATER ALIGNMENT A
B.G. TUTTLE
D.B. 2758 PG. 206
TMS#133-00-00-152.000 R.P. TUTTLE & D.S.
TUTTLE
D.B. 7370 PG. 117
P.B. K PG. 34
TMS#133-00-00-188.000
F.D. STRINGER & R.L.
STRINGER
D.B. 11270 PG. 110
P.B. 15 PG. 364
TMS#133-00-00-003.000
B.G. TUTTLE
D.B. 2758 PG. 206
P.B. I PG. 151
TMS#133-00-00-002.000
B.G. TUTTLE
D.B. 2625 PG. 40
P.B. 11 PG. 68
TMS#133-00-00-004.000
B.G. TUTTLE
D.B. 137 PG. 119
P.B. 11 PG. 68
TMS#133-00-00-001.000
REMOVE AND
REPLACE ASPHALT (TYP)
APPROX. LOCATION OF EXISTING
16" SSFM (TYP)
TEMPORARILY RELOCATE
MAILBOXES,
AS NECESSARY (TYP)
WATER SERVICE
INSTALLED VIA
OPEN-CUT (TYP)
(APPROX. 15 LF)
WATER SERVICE
INSTALLED VIA
DRY-BORE (TYP)
(APPROX. 60 LF)
SEDIMENT TUBE (TYP) -
SEE SHEET C3.01 FOR
INSTALLATION/SPACING
GIVHANS RD.
(SC HWY 27; 75' R/W; SCDOT
PROJECT ID 18.210 & 18.220)
C1.06
SUBMITTALS/REVISIONS
Y Y Y Y
10 0 10 20
1" = 10' VERTICAL
SCALE
1" = 50' HORIZONTAL
10050050
CER
IT FICATE OF AUTHO
IR
Z
I
AT
O N
ANI
LORACHTUOS MICHAEL
BAKER
INTERNATIONAL,
INC.
No. 673
WATER
INTERCONNECTION TO
RIDGEVILLE - PHASE 2B
AS NOTED
WATER SERVICES
PLAN AND PROFILE
KRP
MEF KTC
196703
MICHAEL BAKER INTERNATIONAL, INC.
700 HUGER STREET
COLUMBIA, SC 29201
DORCHESTER COUNTY WATER & SEWER
235 DEMING WAY
SUMMERVILLE, SC 29483
No. 41054
ANILORACHTUOS PROFESSIONAL ENGI NEERLIC
EN
SE
D
M
E G H A N E . F R A NC
O
1 30% DESIGN OCT 2024 MEF
2 60% SUBMITTAL FEB 2025 MEF
3 PERMIT SET MAR 2025 MEF
4 90% SUBMITTAL MAY 2025 MEF
1. ALL WATER SERVICES INSTALLED VIA DRY BORE
SHALL CONSIST OF 1" POLYETHYLENE CTS SDR 9
INSIDE 2" HPDE CASING. ADHERE TO DRAWING
W-4 B ON SHEET 2.01 FOR FAR SIDE WATER
SERVICE DETAILS. APPROXIMATE LENGTHS ARE
SHOWN ON THE PLANS, BUT MAY ADJUST IN THE
FIELD.
2. ALL WATER SERVICES INSTALLED VIA OPEN CUT
SHALL CONSIST OF 3/4" OR 1" POLYETHYLENE
CTS. ADHERE TO DRAWING W-4 A ON SHEET
C2.01 FOR NEAR SIDE WATER SERVICE DETAILS.
APPROXIMATE LENGTHS ARE SHOWN ON THE
PLANS, BUT MAY ADJUST IN THE FIELD.
3. LOCATIONS OF ALL PROPOSED WATER SERVICES
ARE APPROXIMATE AND SHALL BE FIELD
ADJUSTED AS NECESSARY.
5 BID PACKAGE - PHASE 2 B JAN 2026 MEF
CONTRACTOR SHALL NOT
DISTURB EXIST. UTILITY BOX
CONTRACTOR SHALL POTHOLE
EXISTING SSFM PRIOR TO
INSTALLING WATER SERVICE VIA
DRY-BORE. CONTRACTOR SHALL
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LOD
LOD LOD LOD L
O
D LOD LOD LOD LOD
LOD LOD LOD
LOD
LOD
LOD
LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD
LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD
LOD
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LOD
4' M
IN.
FROM
SSFM
PROP. 1
8'
AND VARIABLE PERM.
DCWS W
ATER ESMT.
PROP. 1
0' T
EMP.
DCWS W
ATER
ESMT. (T
YP)
A P
P R
O X
. 7
F R
O M
P O
W E
R
52 51 50 49 48 46
50 48
44 43 42
39 3
72+00
73+00
74+00
+0
+0
PROP 16" Ø 45.00°
DIRJ BEND
STA: 72+04
WATER ALIGNMENT A
PROP 16" Ø 45.00°
DIRJ BEND
STA: 72+38
WATER ALIGNMENT A
16" DIRJ GATE VALVE
STA: 74+37
WATER ALIGNMENT A
16" DIRJ GATE VALVE
STA: 74+40
WATER ALIGNMENT A
16" Ø C900 DR 18 PVC (TYP)
WATER ALIGNMENT A
VIA OPEN CUT
PROP AIR RELEASE VALVE -
SEE DETAIL ON SHEET C2.01
STA: 74+33
WATER ALIGNMENT A
PROP 16" X 16" DIRJ TEE AND
16" DIRJ GATE VALVE W/ CAP
STA: 74+39
WATER ALIGNMENT A
PROP 16" Ø 22.50°
DIRJ BEND
STA: 75+24
WATER ALIGNMENT A
PROP 16" X 6" DIRJ TEE
AND FIRE HYDRANT
ASSEMBLY STA: 76+34
WATER ALIGNMENT A
PROP 16" Ø 22.50°
DIRJ BEND
STA: 74+92
WATER ALIGNMENT A
PROP 16" Ø 11.25°
DIRJ BEND
STA: 75+42
WATER ALIGNMENT A
PROP 16" Ø 22.50°
DIRJ BEND
STA: 79+58
WATER ALIGNMENT A
PROP 16" Ø 22.50°
DIRJ BEND
STA: 79+33
WATER ALIGNMENT A
PROP 16" Ø 22.50°
DIRJ BEND
STA: 79+89
WATER ALIGNMENT A
PROP 16" Ø 22.50°
DIRJ BEND
STA: 80+29
WATER ALIGNMENT A
PROP 16" Ø 22.50°
DIRJ BEND
STA: 76+44
WATER ALIGNMENT A
PROP 16" Ø 22.50°
DIRJ BEND
STA: 76+57
WATER ALIGNMENT A
PROP 16" Ø 22.50°
DIRJ BEND
STA: 78+09
WATER ALIGNMENT A
PROP 16" Ø 22.50°
DIRJ BEND
STA: 78+20
WATER ALIGNMENT A
E L
E V
A T
IO
N
STATION
Water Alignment A C1.15
72+00 72+50 73+00 73+50 74+00 74+50 75+00 75+50 76+00 76+50 77+00 77+50 78+00 78+50 79+00 79+50 80+00 80+50 81+00 81+50 82+00 82+50 83+00 83+50 84+00
EXISTING
GRADE (TYP)
' M
IN
C O
V E
R (T
Y P
P R
O P
D
IR
J
G A
T E
V A
L V
E S
T A
: 7
W
A T
E R
A L
IG
N
M E
N T
A P
R O
P
"X
D
IR
J
T E
E A
N D
D
IR
J
G A
T E
V A
L V
E W
/ C A
P S
T A
: 7
W
A T
E R
A L
IG
N
M E
N T
A P
R O
P
D
IR
J G
A T
E V
A L
V E
S T
A : 7
W A
T E
R A
L
IG
N M
E N
T A
P R
O P
Ø
.5
D
IR
J
B E
N D
S T
A : 7
W A
T E
R A
L
IG
N M
E N
T A
P R
O P x
D
IR
J T
E E
A N
D F
IR
E
H Y
D R
A N
T A
S S
E M
B L
Y S
T A
: 7
W
A T
E R
A L
IG
N
M E
N T
A
P R
O P
Ø
.0
D
IR
J
B E
N D
S T
A : 7
W A
T E
R A
L
IG
N M
E N
T A
P R
O P
Ø
.5
D
IR
J
B E
N D
S T
A : 7
W A
T E
R A
L
IG
N M
E N
T A
P R
O P
Ø
.2
D
IR
J
B E
N D
S T
A : 7
W A
T E
R A
L
IG
N M
E N
T A
P R
O P
Ø
.5
D
IR
J
B E
N D
S T
A : 7
W A
T E
R A
L
IG
N M
E N
T A
P R
O P
Ø
.5
D
IR
J
B E
N D
S T
A : 7
W A
T E
R A
L
IG
N M
E N
T A
P R
O P
Ø
.5
D
IR
J
B E
N D
S T
A : 7
W A
T E
R A
L
IG
N M
E N
T A
P R
O P
Ø
.5
D
IR
J
B E
N D
S T
A : 8
W A
T E
R A
L
IG
N M
E N
T A
19' PVC RJ
32' PVC RJ 51' PVC RJ
30' PVC RJ
39' PVC RJ
125' PVC RJ
17' PVC RJ
29' PVC RJ
9' PVC RJ
23' PVC RJ
30' PVC RJ
9' PVC RJ
P R
O P
A
IR
R E
L E
A S
E V
A L
V E
S
E E
D E
T A
IL
O
N S
H E
E T
C
.0
S T
A : 7
W A
T E
R A
L
IG
N M
E N
T A
2' PVC RJ
16" Ø C900 DR 18 PVC (TYP)
WATER ALIGNMENT A
VIA OPEN CUT
P R
O P
Ø
.0
D
IR
J
B E
N D
S T
A : 7
W A
T E
R A
L
IG
N M
E N
T A
9' PVC RJ
12' PVC RJ
9' PVC RJ 9' PVC RJ
10' PVC RJ
9' PVC RJ
P R
O P
Ø
.5
D
IR
J
B E
N D
S T
A : 7
W A
T E
R A
L
IG
N M
E N
T A
P R
O P
Ø
.5
D
IR
J
B E
N D
S T
A : 7
W A
T E
R A
L
IG
N M
E N
T A
P R
O P
Ø
.5
D
IR
J
B E
N D
S T
A : 7
W A
T E
R A
L
IG
N M
E N
T A
P R
O P
Ø
.5
D
IR
J
B E
N D
S T
A : 7
W A
T E
R A
L
IG
N M
E N
T A
PROFILE VIEW
WATER ALIGNMENT A
STA: 72+00 TO STA: 84+00
PLAN VIEW
WATER ALIGNMENT A
SC HWY 61
W R
IG
H
T R
D
W.H. TUTTLE SR. &
T.W. TUTTLE
D.B. 9431 PG. 243
P.B. M PG. 6
TMS#133-00-00-067.000
W.L. TUTTLE & D.O..
TUTTLE
D.B. 10444 PG. 179
P.B. M PG. 6
TMS#133-00-00-228.000
A.W. CROFT & E. GWEN CROFT
D.B. 14450 PG. 35
P.B. O PG. 191
TMS#133-00-00-047.000
J.L. STROBEL & P.M. STROBEL
D.B. 136 PG. 309
P.B. 11 PG. 68
TMS#133-00-00-028.000
S.W. MILLER
D.B. 14864 PG. 248
TMS#133-00-00-068.000
MATCHLINE
WATER ALIGNMENT A
STA: 7
2+00 - S
EE SHEET C1.06
M A
T C
H L
IN
E
W A
T E
R A
L
IG
N M
E N
T A
S T
A : 8
S
E E
S H
E E
T C
.0
REMOVE AND
REPLACE CONCRETE
APPROX. LOCATION OF EXISTING
16" SSFM (TYP)
WATER SERVICE
INSTALLED VIA
OPEN-CUT (TYP)
(APPROX. 15 LF)
WATER SERVICE
INSTALLED VIA
OPEN-CUT
(APPROX. 20 LF)
WATER SERVICE
INSTALLED VIA
DRY-BORE
(APPROX. 85 LF)
WATER SERVICE
INSTALLED VIA
DRY-BORE
(APPROX. 75 LF)
WATER SERVICE
INSTALLED VIA
DRY-BORE
(APPROX. 80 LF)
WATER SERVICE
INSTALLED VIA
DRY-BORE
(APPROX. 80 LF)
SEDIMENT TUBE (TYP) -
SEE SHEET C3.01 FOR
INSTALLATION/SPACING
REMOVE AND
REPLACE ASPHALT
G
IVH
A N
S R D
(SC
H
W Y 27; 75' R
/W
; SC
D O
T
PR
O
JEC
T ID
18.210 & 18.220)
SC HWY 61 (VARIABLE R/W)
(SCDOT PROJECT ID 18.219)
C1.07
SUBMITTALS/REVISIONS
Y Y Y Y
10 0 10 20
1" = 10' VERTICAL
SCALE
1" = 50' HORIZONTAL
10050050
CER
IT FICATE OF AUTHO
IR
Z
I
AT
O N
ANI
LORACHTUOS MICHAEL
BAKER
INTERNATIONAL,
INC.
No. 673
WATER
INTERCONNECTION TO
RIDGEVILLE - PHASE 2B
AS NOTED
WATER SERVICES
PLAN AND PROFILE
KRP
MEF KTC
196703
MICHAEL BAKER INTERNATIONAL, INC.
700 HUGER STREET
COLUMBIA, SC 29201
DORCHESTER COUNTY WATER & SEWER
235 DEMING WAY
SUMMERVILLE, SC 29483
No. 41054
ANILORACHTUOS PROFESSIONAL ENGI NEERLIC
EN
SE
D
M
E G H A N E . F R A NC
O
1 30% DESIGN OCT 2024 MEF
2 60% SUBMITTAL FEB 2025 MEF
3 PERMIT SET MAR 2025 MEF
4 90% SUBMITTAL MAY 2025 MEF
1. ALL WATER SERVICES INSTALLED VIA DRY BORE
SHALL CONSIST OF 1" POLYETHYLENE CTS SDR 9
INSIDE 2" HPDE CASING. ADHERE TO DRAWING
W-4 B ON SHEET 2.01 FOR FAR SIDE WATER
SERVICE DETAILS. APPROXIMATE LENGTHS ARE
SHOWN ON THE PLANS, BUT MAY ADJUST IN THE
FIELD.
2. ALL WATER SERVICES INSTALLED VIA OPEN CUT
SHALL CONSIST OF 3/4" OR 1" POLYETHYLENE
CTS. ADHERE TO DRAWING W-4 A ON SHEET
C2.01 FOR NEAR SIDE WATER SERVICE DETAILS.
APPROXIMATE LENGTHS ARE SHOWN ON THE
PLANS, BUT MAY ADJUST IN THE FIELD.
3. LOCATIONS OF ALL PROPOSED WATER SERVICES
ARE APPROXIMATE AND SHALL BE FIELD
ADJUSTED AS NECESSARY.
5 BID PACKAGE - PHASE 2 B JAN 2026 MEF
APPROX. LOCATION OF
CONCRETE WASHOUT-
SEE DETAIL ON SHEET C3.02
CONTRACTOR SHALL POTHOLE
EXISTING SSFM PRIOR TO
INSTALLING WATER SERVICE VIA
DRY-BORE. CONTRACTOR SHALL
MAINTAIN 18-INCHES OF VERTICAL
SEPARATION (TYP)
WATER SERVICE
INSTALLED VIA
DRY-BORE
(APPROX. 80 LF)
E L
E V
A T
IO
N
STATION
84+00 84+50 85+00 85+50 86+00 86+50 87+00 87+50 88+00 88+50 89+00 89+50 90+00 90+50 91+00 91+50 92+00 92+50 93+00 93+50 94+00 94+50 95+00 95+50 96+00
EXISTING GRADE (TYP)
' M
IN
C O
V E
R (T
Y P
P R
O P x
D
IR
J T
E E
A N
D F
IR
E
H Y
D R
A N
T A
S S
E M
B L
Y S
T A
: 8
W
A T
E R
A L
IG
N
M E
N T
A
P R
O P
D
IR
J
G A
T E
V A
L V
E S
T A
: 9
W
A T
E R
A L
IG
N
M E
N T
A
' M
IN
C
O V
E R
P R
O P
Ø
.0
D
IR
J
B E
N D
S T
A : 8
W A
T E
R A
L
IG
N M
E N
T A
P R
O P
Ø
.0
D
IR
J
B E
N D
S T
A : 8
W A
T E
R A
L
IG
N M
E N
T A
19' PVC RJ
19' PVC RJ
15' PVC RJ
16" Ø C900 DR 18 PVC (TYP)
WATER ALIGNMENT A
VIA OPEN CUT
127' PVC RJ 1' PVC RJ
587 LF OF 16" Ø FPVC DR18
DIPS (I.D. = 15.35")
VIA DIRECTIONAL DRILL
P R
O P
D
IR
J
F P
V C
C O
N N
E C
T
IO
N S
T A
: 9
B
E G
IN
D
IR
E
C T
IO
N
A L
D R
IL
L
W A
T E
R A
L
IG
N M
E N
T A
LOD LOD LOD LOD LOD LOD LOD
LOD
LODLODLODLODLODLODLODLOD
SB-10
A P
P R
O X
. 1
F
R O
M E
O P
T
Y P
A P
P R
O X
. 7
IN
S
ID
E
R /W
T
Y P
P R
O P
. 1
' T E
M P
D
C W
S W
A T
E R
E S
M T
T
Y P
P R
O P
. 1
' P E
R M
D
C W
S W
A T
E R
E S
M T
' M
IN
F R
O M
P O
W E
R
8 37
32 31
LOD
L O
D
90+00
+0
+0
+0
16" DIRJ GATE VALVE
STA: 90+12
WATER ALIGNMENT A
PROP 16" X 6" DIRJ TEE
AND FIRE HYDRANT ASSEMBLY
STA: 87+18
WATER ALIGNMENT A
PROP 16" Ø 45.00°
DIRJ BEND
STA: 86+44
WATER ALIGNMENT A
PROP 16" Ø 45.00°
DIRJ BEND
STA: 86+60
WATER ALIGNMENT A
PROP 16" DIRJ FPVC CONNECTION
STA: 90+14
DIRECTIONAL DRILL
WATER ALIGNMENT A
16" Ø C900 DR 18 PVC (TYP)
WATER ALIGNMENT A
VIA OPEN CUT
587 LF OF 16" Ø FPVC DR18
DIPS (I.D. = 15.35")
VIA DIRECTIONAL DRILL
50'
APPROX. 240'FROM WETLAND
LOD
L O
D
LOD
L O
D
P R
O P
. 2
' T E
M P
D
C W
S W
A T
E R
E S
M T
50' APPROX. 149'
FROM WETLAND
SD
PROFILE VIEW
WATER ALIGNMENT A
STA: 84+00 TO STA: 96+00
PLAN VIEW
WATER ALIGNMENT A
M A
T C
H L
IN
E
W A
T E
R A
L
IG
N M
E N
T A
S T
A : 8
- S E
E S
H E
E T
C
.0
J.L. STROBEL
D.B. 108 PG. 101
P.B. 11 PG. 68
TMS#133-00-00-082.000
TEMPORARILY RELOCATE SIGNS,
AS NECESSARY (TYP)
M A
T C
H L
IN
E
W A
T E
R A
L
IG
N M
E N
T A
S T
A : 9
+0
S E
E S
H E
E T
C
.0
APPROX. LOCATION OF EXISTING
16" SSFM (TYP)
WATER SERVICE
INSTALLED VIA
DRY-BORE
(APPROX. 75 LF)
SEDIMENT TUBE (TYP) -
SEE SHEET C3.01 FOR
INSTALLATION/SPACING
SC HWY 61 (VARIABLE R/W)
(SCDOT PROJECT ID 18.219)
C1.08
SUBMITTALS/REVISIONS
Y Y Y Y
10 0 10 20
1" = 10' VERTICAL
SCALE
1" = 50' HORIZONTAL
10050050
CER
IT FICATE OF AUTHO
IR
Z
I
AT
O N
ANI
LORACHTUOS MICHAEL
BAKER
INTERNATIONAL,
INC.
No. 673
WATER
INTERCONNECTION TO
RIDGEVILLE - PHASE 2B
AS NOTED
WATER SERVICES
PLAN AND PROFILE
KRP
MEF KTC
196703
MICHAEL BAKER INTERNATIONAL, INC.
700 HUGER STREET
COLUMBIA, SC 29201
DORCHESTER COUNTY WATER & SEWER
235 DEMING WAY
SUMMERVILLE, SC 29483
No. 41054
ANILORACHTUOS PROFESSIONAL ENGI NEERLIC
EN
SE
D
M
E G H A N E . F R A NC
O
1 30% DESIGN OCT 2024 MEF
2 60% SUBMITTAL FEB 2025 MEF
3 PERMIT SET MAR 2025 MEF
4 90% SUBMITTAL MAY 2025 MEF
1. ALL WATER SERVICES INSTALLED VIA DRY BORE
SHALL CONSIST OF 1" POLYETHYLENE CTS SDR 9
INSIDE 2" HPDE CASING. ADHERE TO DRAWING
W-4 B ON SHEET 2.01 FOR FAR SIDE WATER
SERVICE DETAILS. APPROXIMATE LENGTHS ARE
SHOWN ON THE PLANS, BUT MAY ADJUST IN THE
FIELD.
2. ALL WATER SERVICES INSTALLED VIA OPEN CUT
SHALL CONSIST OF 3/4" OR 1" POLYETHYLENE
CTS. ADHERE TO DRAWING W-4 A ON SHEET
C2.01 FOR NEAR SIDE WATER SERVICE DETAILS.
APPROXIMATE LENGTHS ARE SHOWN ON THE
PLANS, BUT MAY ADJUST IN THE FIELD.
3. LOCATIONS OF ALL PROPOSED WATER SERVICES
ARE APPROXIMATE AND SHALL BE FIELD
ADJUSTED AS NECESSARY.
5 BID PACKAGE - PHASE 2 B JAN 2026 MEF
CONTRACTOR SHALL POTHOLE
EXISTING SSFM PRIOR TO
INSTALLING WATER SERVICE VIA
DRY-BORE. CONTRACTOR SHALL
MAINTAIN 18-INCHES OF VERTICAL
SEPARATION (TYP)
WETLANDS (TYP)
CONSTRUCTION
ENTRANCE (TYP)
APPROX. 20 LF OF 18" HDPE
STORM PIPE
APPROX. LOCATION OF
ABOVEGROUND
PIPE STRINGOUT FOR
DIRECTIONAL DRILL;
CONTRACTOR SHALL
MAINTAIN ACCESS FOR
PROPERTY OWNERS
SINGLE ROW
SILT FENCE (TYP)
E V
A T
IO
N
STATION
Water Alignment A C1.17
96+00 96+50 97+00 97+50 98+00 98+50 99+00 99+50 100+00 100+50 101+00 101+50 102+00 102+50 103+00 103+50 104+00 104+50 105+00 105+50 106+00 106+50 107+00 107+50 108+00
EXISTING
GRADE (TYP)
' M
IN
C O
V E
R (T
Y P
P R
O P x
D
IR
J T
E E
A N
D F
IR
E
H Y
D R
A N
T A
S S
E M
B L
Y S
T A
: 9
W
A T
E R
A L
IG
N
M E
N T
A
P R
O P
Ø
.0
D
IR
J
B E
N D
S T
A : 9
W A
T E
R A
L
IG
N M
E N
T A
P R
O P
Ø
.0
D
IR
J
B E
N D
S T
A : 9
W A
T E
R A
L
IG
N M
E N
T A
P R
O P
Ø
.5
R
O T
A T
E D
V E
R T
D
IR
J B
E N
D S
T A
: 1
W A
T E
R A
L
IG
N M
E N
T A
P R
O P
Ø
.5
R
O T
A T
E D
V E
R T
D
IR
J B
E N
D S
T A
: 1
W A
T E
R A
L
IG
N M
E N
T A
P R
O P
Ø
.0
D
IR
J
B E
N D
S T
A : 1
W
A T
E R
A L
IG
N
M E
N T
A
S
E P
72 LF OF 16" Ø CL250 DIRJ
31 LF OF 16" Ø CL250 DIRJ33' PVC RJ
19' PVC RJ
31' PVC RJ
19' PVC RJ 19' PVC RJ
32 LF OF 16" Ø CL250 DIRJ
P R
O P
Ø
.5
R
O T
A T
E D
V E
R T
D
IR
J B
E N
D S
T A
: 1
W A
T E
R A
L
IG
N M
E N
T A
' M
IN
C O
V E
R
P R
O P
Ø
.0
D
IR
J
B E
N D
S T
A : 9
W A
T E
R A
L
IG
N M
E N
T A
P R
O P
Ø
.0
D
IR
J
B E
N D
S T
A : 9
W A
T E
R A
L
IG
N M
E N
T A
P R
O P
Ø
.0
D
IR
J
B E
N D
S T
A : 1
W
A T
E R
A L
IG
N
M E
N T
A
19' PVC RJ
18' PVC RJ
19' PVC RJ 12' PVC RJ
19' PVC RJ
127' PVC RJ
P R
O P
D
IR
J
F P
V C
C O
N N
E C
T
IO
N S
T A
: 9
E
N D
D
IR
E C
T
IO
N A
L D
R
IL
L W
A T
E R
A L
IG
N
M E
N T
A P
R O
P
D
IR
J G
A T
E V
A L
V E
S T
A : 9
W A
T E
R A
L
IG
N M
E N
T A
2' PVC RJ
16" Ø C900 DR 18 PVC (TYP)
WATER ALIGNMENT A
VIA OPEN CUT
' M
IN
F R
O M
E O
P
A P
P R
O X
. 1
IN
S
ID
E R
/W
A P
P R
O X
. 8
F R
O M
P O
W E
R
LOD LOD LOD
LOD
LODLODLODLODLOD
LOD
P R
O P
. 1
' T E
M P
D
C W
S W
A T
E R
E S
M T
T
Y P
P R
O P
. 1
A
N D
V A
R
IA
B L
E P
E R
M
D C
W S
W A
T E
R E
S M
T
32 33
36 35
A P
P R
O X
. 5
F R
O M
P O
W E
R
' M
IN
F R
O M
S T
O R
M
' M
IN
F R
O M
S T
O R
M
LOD
L O
D
LOD
L O
D
98+00 9
107+00
8+
31 LF OF 16" Ø CL250 DIRJ
72 LF OF 16" Ø CL250 DIRJ
32 LF OF 16" Ø CL250 DIRJ
16" Ø C900 DR 18 PVC (TYP)
WATER ALIGNMENT A
VIA OPEN CUT
PROP 16" X 6" DIRJ TEE
AND FIRE HYDRANT
ASSEMBLY
STA: 97+31
WATER ALIGNMENT A
PROP 16" Ø 45.00°
DIRJ BEND
STA: 98+03
WATER ALIGNMENT A
PROP 16" Ø 22.50°
ROTATED VERT DIRJ BEND
STA: 106+74
WATER ALIGNMENT A
PROP 16" Ø 22.50°
ROTATED VERT DIRJ BEND
STA: 107+79
WATER ALIGNMENT A
PROP 16" Ø 45.00°
DIRJ BEND
STA: 100+59
WATER ALIGNMENT A
PROP 16" Ø 45.00°
DIRJ BEND
STA: 97+69
WATER ALIGNMENT A
PROP 16" Ø 45.00°
DIRJ BEND
STA: 99+20
WATER ALIGNMENT A
PROP 16" Ø 45.00°
DIRJ BEND
STA: 100+72
WATER ALIGNMENT A
PROP 16" DIRJ FPVC CONNECTION
STA: 96+02
DIRECTIONAL DRILL
WATER ALIGNMENT A
PROP 16" Ø 22.50°
ROTATED VERT DIRJ BEND
STA: 107+05
WATER ALIGNMENT A
PROP 16" Ø 45.00°
DIRJ BEND
STA: 99+00
WATER ALIGNMENT A
16" DIRJ GATE VALVE
STA: 96+04
WATER ALIGNMENT A
P R
O P
. 2
T
E M
P . D
C W
S W
A T
E R
E S
M T
50'
SD
PROFILE VIEW
WATER ALIGNMENT A
STA: 96+00 TO STA: 108+00
M A
T C
H L
IN
E
W A
T E
R A
L
IG
N M
E N
T A
S T
A : 9
- S E
E S
H E
E T
C
.0
PLAN VIEW
WATER ALIGNMENT A
J. KEMMERLIN
D.B. 6629 PG. 295
P.B. I PG. 83
TMS#133-00-00-077.000
S. MURRAY
D.B. 7470 PG. 250
TMS#133-00-00-040.000
S.A. MURRAY SR.
D.B. 10761 PG. 254
P.B. M PG. 107
TMS#133-00-00-243.000
S.A. MURRAY
D.B. 7035 PG. 110
P.B. I PG. 83
TMS#133-00-00-159.000
S.A. MURRAY
D.B. 7035 PG. 110
P.B. I PG. 83
TMS#133-00-00-160.000
J.L. STROBEL
D.B. 108 PG. 101
P.B. 11 PG. 68
TMS#133-00-00-082.000
R.H. PIERCEY
(TRUSTEE)
D.B. 10810 PG. 70
P.B. K PG. 152
TMS#142-00-00-012.000
M A
T C
H
LI
N E
W A
T E
R A
LI
G
N M
E N
T A
S T
A : 1
+0
- S
E E
S H
E E
T C
1.
REMOVE AND
REPLACE CONCRETE
REMOVE AND
REPLACE ASPHALT (TYP)
APPROX. LOCATION OF EXISTING
16" SSFM (TYP)
APPROX. LOCATION
OF EXISTING 2" SSFM
WATER SERVICE
INSTALLED VIA
DRY-BORE
(APPROX. 85 LF)
WATER SERVICE
INSTALLED VIA
DRY-BORE
(APPROX. 60 LF)
WATER SERVICE
INSTALLED VIA
OPEN-CUT (TYP)
(APPROX. 20 LF)
REMOVE AND REPLACE
APPROX. 30 LF OF 15" RCP
STORM DRAINAGE
WATER SERVICE
INSTALLED VIA
DRY-BORE
(APPROX. 60 LF)
WATER SERVICE
INSTALLED VIA
DRY-BORE
(APPROX. 60 LF)
SC HWY 61 (VARIABLE R/W)
(SCDOT PROJECT ID 18.219)
C1.09
SUBMITTALS/REVISIONS
Y Y Y Y
10 0 10 20
1" = 10' VERTICAL
SCALE
1" = 50' HORIZONTAL
10050050
CER
IT FICATE OF AUTHO
IR
Z
I
AT
O N
ANI
LORACHTUOS MICHAEL
BAKER
INTERNATIONAL,
INC.
No. 673
WATER
INTERCONNECTION TO
RIDGEVILLE - PHASE 2B
AS NOTED
WATER SERVICES
PLAN AND PROFILE
KRP
MEF KTC
196703
MICHAEL BAKER INTERNATIONAL, INC.
700 HUGER STREET
COLUMBIA, SC 29201
DORCHESTER COUNTY WATER & SEWER
235 DEMING WAY
SUMMERVILLE, SC 29483
No. 41054
ANILORACHTUOS PROFESSIONAL ENGI NEERLIC
EN
SE
D
M
E G H A N E . F R A NC
O
1 30% DESIGN OCT 2024 MEF
2 60% SUBMITTAL FEB 2025 MEF
3…
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 .