1-PARRIS ISLAND HDD - PHASE II - IFB - 1-27-26 - FINAL.pdf

PDF 32 MB Posted Feb 3, 2026

Attached to: CIP-2305 Parris Island (PI) 16-inch Steel Water Transmission Main Replacement (Malecon Drive)
Solicitation number: 2026-IFB-019
Issued by: Barnwell County, South Carolina

About this file

Written by GovTribe AI · Feb 6, 2026

This is an Invitation for Bid (IFB) document for the Parris Island (PI) 16-Inch Steel Water Transmission Main Replacement project, issued by the Beaufort-Jasper Water & Sewer Authority (BJWSA) in Beaufort County, South Carolina. Phase II of this project involves the installation of approximately 1,700 linear feet of 16-inch fusible PVC pipe using horizontal directional drill (HDD) technology to cross under Archer Creek, along with 155 linear feet of 16-inch DR18 C900 PVC installed via open cut on both sides of the creek. The work also includes removal of the existing waterline currently suspended from the bridge and connection of the new waterline to Phase I installations. The document was issued for bidding on December 5, 2025, with detailed plans and specifications provided across multiple sheets including plan and profile drawings for two alternatives (Alternative 2 for the north side and Alternative 3 for the south side). The engineer of record is KCI Technologies, Inc., with project number CIP-2305, and the project location is on Malecon Drive in Beaufort, South Carolina.

The project specifications require contractors to submit their own traffic control plans to the South Carolina Department of Transportation (SCDOT) for approval at least 30 days prior to construction and to notify residences and businesses 21 days in advance. All piping and fittings must be restrained according to EBAA specifications, and contractors must coordinate with BJWSA and MCB Parris Island regarding existing waterline status and service schedules. Contractors must conduct site visits to familiarize themselves with existing conditions and verify all distances and elevations before construction begins. The HDD pipe material shall be 16-inch fusible PVC DR 18, with drilling contractors required to provide sealed engineering calculations for pipe selection. Connections to existing water distribution mains must occur on Tuesdays, Wednesdays, or Thursdays with advance coordination, and all work must comply with erosion control measures, stream protection requirements, and traffic control standards established by MUTCD and SCDOT utility accommodation guidelines.

View the file

Other files

File	Type	Posted
4-2026-IFB-019 CIP-2305 Parris Island 16in Steel Transmission Main Replacement.pdf	PDF	Feb 3, 2026
2-PARRIS ISLAND WL - PHASE I - IFB - 1-27-26 - FINAL.pdf	PDF	Feb 3, 2026
3-CIP-2305 Parris Island 16in Steel Transmission Main Replacement Technical Specifications.pdf	PDF	Feb 3, 2026

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CIP-2305 PARRIS ISLAND (PI) 16-INCH STEEL WATER

TRANSMISSION MAIN REPLACEMENT (MALECON DRIVE) -

PHASE II - ALTERNATE 2 & 3

FOR

BEAUFORT-JASPER WATER & SEWER AUTHORITY

JANUARY 2026 PROJECT DESCRIPTION:

THIS PROJECT IS LOCATED IN BEAUFORT COUNTY, SOUTH CAROLINA AND GENERALLY

CONSISTS OF WATERLINE REHABILITATION.

PHASE I (UNDER SEPARATE COVER):

THIS PHASE OF WORK INCLUDES INSTALLATION OF APPROXIMATELY 12,200 LINEAR FEET

OF 16" LINER INSIDE OF AN EXISTING 16" STEEL WATERLINE AND OTHER RELATED WORK

REQUIRED FOR A COMPLETE AND PROPER INSTALLATION. THIS PHASE ALSO INCLUDES A

WATERLINE INTERCONNECT WITH A FIRE HYDRANT.

PHASE II :

THIS PHASE OF WORK INCLUDES INSTALLATION OF APPROXIMATELY 1,700 LINEAR FEET OF

16" FUSIBLE PVC INSTALLED BY HORIZONTAL DIRECTIONAL DRILL (HDD) AND 155 LINEAR

FEET OF 16" DR18 C900 PVC INSTALLED BY OPEN CUT ON BOTH SIDES OF ARCHER CREEK.

THIS WORK ALSO INCLUDES REMOVAL OF THE EXISTING WATERLINE CURRENTLY

SUSPENDED FROM THE BRIDGE.

OWNER:

BEAUFORT - JASPER WATER & SEWER AUTHORITY

6 SNAKE ROAD

OKATIE, SOUTH CAROLINA 29909

OWNER CONTACT:

ERIC VEACH

PROJECT MANAGER

6 SNAKE ROAD

OKATIE, SOUTH CAROLINA 29909

PHONE: (843) 987-8066

ENGINEER:

KCI TECHNOLOGIES, INC.

MATTHEW BRODERICK, P.E.

106 CLAIR DRIVE

PIEDMONT, S.C. 29673

PHONE: (864) 269-0890

FAX: (864) 269-9030

TOPOGRAPHIC SURVEY:

ATLAS SURVEYING, INC.

168 BOARDWALK DRIVE, SUITE A

RIDGELAND, SC 29936

PROJECT NO: BFT-24384

PLAT DATE 04-24-2025, FILE: BFT-24384 AT1.DWG

VICINITY MAP

BEAUFORD, SOUTH CAROLINA

Sheet List Table

Sheet Number Sheet Title

TS TITLE SHEET

G-1 GENERAL NOTES

G-2 KEY MAP

C-1 PLAN AND PROFILE NORTH STA. 0+00 TO STA.

6+00 - PHASE II - ALTERNATIVE 2

C-2 PLAN AND PROFILE NORTH STA. 6+00 TO END -

PHASE II - ALTERNATIVE 2

C-3 PLAN AND PROFILE SOUTH STA. 0+00 TO STA.

7+00 - PHASE II - ALTERNATIVE 3

C-4 PLAN AND PROFILE SOUTH STA. 7+00 TO END -

PHASE II - ALTERNATIVE 3

C-5 DETAILS

C-6 DETAILS

EC-1 EROSION CONTROL DETAILS

EC-2 EROSION CONTROL DETAILS

AutoCAD SHX Text

KCI

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TECHNOLOGIES

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INC.

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GENERAL PROJECT NOTES:

1. ALL WORK SHALL BE PERFORMED WITHIN ROAD RIGHTS-OF-WAY. WORK ON PRIVATE PROPERTY SHALL ONLY BE PERFORMED WITHIN THE LIMITS OF

OBTAINED EASEMENTS.

2. THE CONTRACTOR SHALL VISIT THE SITE AND FAMILIARIZE THEMSELVES WITH THE EXISTING CONDITIONS BEFORE SUBMITTING HIS BID.

3. ALL DISTANCES, DIMENSIONS AND ELEVATIONS SHALL BE CHECKED BY THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. IN CASE OF CONFLICT

THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY SO THAT CLARIFICATIONS MAY BE MADE PRIOR TO THE START OF WORK.

4. THE PROPOSED GRADES AS SHOWN ARE THE FINISHED GRADES UNLESS OTHERWISE NOTED.

5. THE CONTRACTOR SHALL SUPPLY AND ESTABLISH SURVEY CONTROL, INCLUDING THE HORIZONTAL AND VERTICAL CONTROL POINTS. THE CONTRACTOR

SHALL MAINTAIN THIS CONTROL AND PROVIDE ALL BENCHMARKS, STAKES, GRADES, LEVELS, AND LINES NECESSARY FOR CONSTRUCTION. CONTRACTOR(S) SHALL PROVIDE ADEQUATE SUPERVISION TO PREVENT DAMAGE AND MOVEMENT FROM EQUIPMENT WORKING AROUND CONSTRUCTION STAKES. THESE CONSTRUCTION STAKES SHALL REMAIN IN PLACE & BE PROTECTED UNTIL OWNER APPROVES THEIR REMOVAL. ANY STAKES THAT HAVE BEEN DISPLACED AS A RESULT OF CONSTRUCTION ACTIVITY ARE TO BE REPLACED BY A LICENSED LAND SURVEYOR ENGAGED BY THE CONTRACTOR AT NO COST TO THE

OWNER.

6. ALL EXISTING FACILITIES DAMAGED AS A RESULT OF CONSTRUCTION OPERATIONS SHALL BE RESTORED TO THEIR ORIGINAL CONDITION TO THE

SATISFACTION OF THE OWNER.

7. ALL EXISTING PAVEMENT AND CONCRETE TO BE JOINED SHALL BE SAWCUT IN RECTANGULAR SHAPES.

10. UPON COMPLETION OF THE WORK, THE CONTRACTOR SHALL CLEAN THE ENTIRE SITE OF ALL CONSTRUCTION RELATED MATERIAL AND DEBRIS.

11. APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO GRADE ON ADJACENT PROPERTIES. WHEN FIELD CONDITIONS WARRANT OFFSITE GRADING, WRITTEN PERMISSION MUST BE OBTAINED FROM THE AFFECTED PROPERTY OWNER(S).

11. INSTALL ALL TEMPORARY EROSION CONTROL MEASURES PRIOR

12. THE CONTRACTOR SHALL MAINTAIN EACH STREAM OR CREEK IN AN UNOBSTRUCTED STATE. CONTRACTOR SHALL INSTALL SILT FENCE IN A MANNER AS TO

NOT ALLOW TRENCHING OPERATION TO SPILL EXCESS SOIL INTO WATERS OF THE STATE.

13. THE ENGINEER HAS NOT REVIEWED THE STRUCTURAL STABILITY OF ANY IMPOUNDMENTS ON THE SITE AND DOES NOT ASSUME RESPONSIBILITY FOR THEM.

14. THE ENGINEER WILL NOT BE CONTINUOUSLY PRESENT IN THE FIELD. IT IS SPECIFICALLY UNDERSTOOD THAT HE DOES NOT UNDERTAKE NOR ASSUME ANY

OBLIGATION FOR SUPERVISION OF CONSTRUCTION, SAFETY MEASURES TAKEN DURING THE COURSE OF CONSTRUCTION, RESPONSIBILITY FOR SCHEDULING THE WORK FOR INSURING COMPLETE COMPLIANCE WITH THE CONTRACT DOCUMENTS AND/OR ALL CODE REQUIREMENTS, RULES AND REGULATIONS OF ANY PUBLIC OR PRIVATE AUTHORITY HAVING JURISDICTION OVER THE WHOLE OR ANY PART OF THE WORK. IN ADDITION, THE ENGINEER NEITHER UNDERTAKES, ASSUMES, NOR GUARANTEES THE WORK AND/OR PERFORMANCE OF THE CONTRACTOR.

WATERLINE REHABILITATION NOTES:

1. CONTRACTOR TO COORDINATE AND VERIFY WITH BJWSA AND MCB PARRIS ISLAND ON STATUS OF EXISTING WATERLINES PRIOR TO CONSTRUCTION.

CERTAIN EXISTING WATERLINES ARE PROPOSED TO BE ABANDONED, HOWEVER, CONTRACTOR SHALL CONFIRM WITH BJWSA AND MCB PARRIS ISLAND HOW

AND WHEN THESE LINES WILL BE TAKEN OUT OF SERVICE WITH WATERLINE REHABILITATION.

2. MAXIMUM AREA OF GROUND DISTURBANCE IS 10 FT X 30FT FOR EACH TRENCHLESS REHABILITATION ACCESS PIT.

3. PAVEMENT CUTS SHALL BE TEMPORARILY FILLED WITH CRUSHED STONE FLUSH TO TOP OF PAVEMENT UNTIL PERMANENT PAVEMENT PATCH IS INSTALLED.

ALL ROADS.

GENERAL RECOMMENDED SEQUENCE OF CONSTRUCTION:

1. CONDUCT KICKOFF MEETING WITH BJWSA, ENVIRONMENTAL DIVISION OF PARRIS ISLAND, AND MCB PARRIS ISLAND.

2. VERIFY ALL PERMITS HAVE BEEN OBTAINED.

3. INSTALL ANY EROSION CONTROL MEASURES IDENTIFIED ON APPROVED SEDIMENT AND EROSION CONTROL PLANS.

4. COORDINATE WITH BJWSA AND MCB PARRIS ISLAND TO CONFIRM SOUTH 16" WL IS IN SERVICE AND NORTH LINE (LINE TO BE REHABILITATED) IS OUT OF

SERVICE.

5. SETUP TEMPORARY TRAFFIC CONTROL MEASURES.

6. BEGIN TRENCHLESS REHABILITATION OF 16" WATERLINE ON NORTH SIDE OF MALECON DRIVE.

7. ONCE INSTALLATION IS COMPLETE, PERFORM PRESSURE AND BACTERIOLOGICAL TESTING.

8. ONCE APPROVAL IS OBTAINED FROM ENGINEER, BJWSA, AND MCB PARRIS ISLAND, PLACE REHABILITATED 16" WATERLINE INTO PERMANENT SERVICE.

9. CLEANUP SITE AND INSTALL PERMANENT PAVEMENT REPAIR.

10. REMOVE TEMPORARY EROSION CONTROL MEASURES.

TRAFFIC CONTROL PLAN:

1. A SUGGESTED TRAFFIC CONTROL PLAN (TCP) IS PROVIDED TO ESTABLISH MINIMUM, ACCEPTABLE REQUIREMENTS FOR TRAFFIC CONTROL ASSOCIATED WITH THE SUGGESTED SEQUENCE OF CONSTRUCTION (SEE SHEET G-1) AND TO AID IN THE INCLUSION OF THE ASSOCIATED COSTS IN THE PREPARATION OF THE BID. THIS PLAN AND THE USE THEREOF DOES NOT IN ANY WAY RELIEVE THE CONTRACTOR OF HIS RESPONSIBILITIES OF THE PROTECTION OF THE WORK

AND PUBLIC SAFETY.

2. THE CONTRACTOR SHALL SUBMIT HIS OWN TRAFFIC CONTROL PLANS TO SCDOT FOR REVIEW AND APPROVAL A MINIMUM OF 30 DAYS PRIOR TO BEGINNING CONSTRUCTION. ANY AND ALL DEVIATIONS FROM THE TRAFFIC CONTROL PLANS SHALL BE APPROVED BY SCDOT.

3. ALL RESIDENCES AND BUSINESS SHALL BE NOTIFIED BY THE CONTRACTOR 21 DAYS IN ADVANCE OF CONSTRUCTION.

4. NO SATURDAY AND HOLIDAY WORK HOURS ARE PERMITTED WITHOUT ADVANCE NOTICE AND APPROVAL BY SCDOT AND BEAUFORT COUNTY.

5. THE CONTRACTOR SHALL NOTIFY RESIDENT ENGINEER AT LEAST 48 HOURS PRIOR TO ANY ROAD CLOSURE, LANE CLOSURE, OR FLAGGING OPERATION.

6. AT A MINIMUM, ALL TRAFFIC CONTROL METHODS AND MEASURES SHALL BE IN ACCORDANCE WITH THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES

(MUTCD), CURRENT EDITION AND THE SCDOT UTILITY ACCOMMODATION MANUAL

7. IF UNSAFE CONDITIONS ARE OBSERVED DURING CONSTRUCTION, THE CONTRACTOR SHALL PROVIDE ADDITIONAL TRAFFIC CONTROL MEASURES AS

DIRECTED BY SCDOT AND/OR BEAUFORT COUNTY.

8. ACCESS FOR PUBLIC, MILITARY, AND EMERGENCY VEHICLES SHALL BE MAINTAINED AT ALL TIMES.

9. TRAVEL LANES SHALL BE A MINIMUM OF 10 FEET WIDE.

10. NO MATERIALS OF CONSTRUCTION SHALL BE STOCKPILED WITHIN THE "CLEAR ZONE" AS DEFINED BY THE AASHTO "ROADSIDE DESIGN GUIDE, " WHILE WORK

IS NOT BEING PERFORMED.

11. NO EQUIPMENT OR MACHINERY SHALL BE LEFT PARKED, UNATTENDED OR WITHIN THE CLEAR ZONE AS DEFINED BY THE AASHTO "ROADSIDE DESIGN GUIDE, "

WHILE WORK IS NOT BEING PERFORMED.

12. ANY AND ALL DAMAGED OR REMOVED TRAFFIC SIGNAL APPURTENANCES, TRAFFIC CONTROL DEVICES, AND/OR PAVEMENT MARKINGS SHALL BE RESTORED

BY THE CONTRACTOR.

13. THE CONTRACTOR SHALL CHECK ALL SIGNS, DRUMS, AND BARRICADES WITHIN THE PROJECT AREA EVERY MORNING BEFORE WORK AND EVERY EVENING WHEN WORK IS STOPPED FOR THE DAY TO ENSURE THAT THEY ARE SERVICEABLE AND IN PROPER WORKING ORDER. ON WEEKENDS. HOLIDAYS, AND WHEN THE PROJECT IS SHUTDOWN, THE CONTRACTOR SHALL HAVE THESE TRAFFIC CONTROL DEVICES CHECKED DAILY.

14. PERMANENT TRAFFIC CONTROL AND INFORMATION SIGNS SUCH AS, NOT LIMITED TO ,EXISTING SPEED LIMIT, STOP SIGNS, AND STREET NAME SIGNS SHALL

BE MAINTAINED AT ALL TIMES. THIS IS CONSIDERED INCIDENTAL TO THE WORK.

15. THE SCDOT TRAFFIC ENGINEER RESERVES THE RIGHT TO MAKE CHANGES TO THE TRAFFIC CONTROL PLAN AS DEEMED NECESSARY.

16. ALL SIDE STREETS WITHIN THE WORK ZONE OR SIGN SEQUENCE SHALL ALSO BE SIGNED.

17. ALL OPEN HOLES OR TRENCHES SHALL BE BACKFILLED AND THE SHOULDER MADE READY TO HANDLE EMERGENCY TRAFFIC BY THE END OF EACH WORKDAY, OTHERWISE OPEN HOLES OR TRENCHES SHALL BE COVERED WITH APPROPRIATE STEEL PLATING TO PROTECT AGAINST PEDESTRIAN AND/OR ERRANT VEHICLE INTRUSION. AT NO TIME SHALL STEEL PLATING BE USED IN TRAVEL LANES OPEN TO VEHICULAR TRAFFIC.

18. OPEN HOLES OR TRENCHES SHALL NOT BE LEFT UNATTENDED OR UNPROTECTED WHENEVER WORK IS NOT BEING PERFORMED.

SURVEY NOTES:

1. ATLAS SURVEYING, INC.

168 BOARDWALK DRIVE, SUITE A

RIDGELAND, SC 29936

PROJECT NO: BFT-24384

PLAT DATE 04-24-2025, FILE: BFT-24384 AT1.DWG

2. SURVEY AS DATED: 4-30-2025

3. ALL DISTANCES ARE HORIZONTAL GROUND MEASUREMENTS UNLESS NOTED.

4. ANY UNDERGROUND IMPROVEMENTS ARE SHOWN BASED ON SURFACE EVIDENCE ONLY.

THE SURVEYOR CAN NOT CERTIFY TO NOR ACCEPT LIABILITY FOR THE PRESENCE AND/OR

LOCATION OF BURIED OR OTHERWISE NON-VISIBLE IMPROVEMENTS TO THIS SITE.

4. COORDINATE SYSTEM: HARN/SC SOUTH CAROLINA STATE PLANES (INTNL FOOT)

5. DATUM: NAD83 2011 (HORIZONTAL), NAVD88 (VERTICAL)

HIGH PRESSURE GAS LINE NOTIFICATION

AN EXISTING HIGH PRESSURE GAS LIN RUNS PARALLEL TO THE PROPOSED

WATER LINE ALIGNMENT. PARTICULAR CARE SHALL BE MADE TO MAINTAIN

ADEQUATE SEPARATION TO AVOID ANY DAMAGE TO THE PIPELINE. THE

EXACT LOCATION OF THE GAS LINE HAS NOT BEEN VERIFIED. CONTRACTOR

SHALL CLEARLY MARK THE EXACT LOCATION AND MAKE ADJUSTMENTS TO

THE WATERLINE ALIGNMENT TO PROVIDE A MINIMUM OF 2 FEET OF

SEPARATION BETWEEN LINES. ANY DEPRAVATIONS FROM THE ALIGNMENT

SHOWN ON THESE DRAWINGS SHALL BE APPROVED BY THE

OWNER/ENGINEER FIELD REPRESENTATIVE.

A. CONNECTIONS TO EXISTING WATER DISTRIBUTION MAINS:

1. CONNECTIONS TO EXISTING WATER DISTRIBUTION MAINS SHALL NOT BE MADE WITHOUT PRIOR COORDINATION WITH OWNER PERSONNEL AND THE

ENGINEER.

2. AT LEAST FIVE (5) WORKING DAYS PRIOR TO SCHEDULING CONNECTION WITH OWNER, THE CONTRACTOR SHALL PERFORM SUCH FIELD VERIFICATION WORK

AS REQUIRED TO CONFIRM EXISTING SITE CONDITIONS IN THE AREA OF THE PROPOSED CONNECTION, INCLUDING, BUT NOT NECESSARILY LIMITED TO:

- LOCATION, DEPTH, SIZE, AND MATERIAL OF EXISTING WATER DISTRIBUTION MAIN

- LOCATION, DEPTH, SIZE, ETC. OF EXISTING UTILITIES ADJACENT TO THE PROPOSED CONNECTION

- OTHER EXISTING CONDITIONS WHICH MIGHT AFFECT THE PERFORMANCE OF THE PROPOSED CONNECTION

3. CONTRACTOR TO PREPARE WITH THE ENGINEER AND OWNER A PLAN OF ACTION TO BE FOLLOWED IN PERFORMING THE PROPOSED CONNECTION. SUCH PLAN SHALL INCLUDE THE PROPOSED DATE AND TIME THE WORK IS TO BEGIN, IDENTIFICATION OF EXISTING DISTRIBUTION SYSTEM AREAS WHICH WILL BE AFFECTED BY THE CONNECTION, ACTIONS WHICH ARE REQUIRED OF THE ENGINEER AND OWNER, APPROXIMATE DOWNTIME OF EXISTING WATER

DISTRIBUTION SYSTEM, AND OTHER ITEMS DEEMED APPROPRIATE.

4. UNLESS OTHERWISE APPROVED OR REQUIRED, CONNECTIONS TO EXISTING WATER DISTRIBUTION MAINS SHALL BE MADE ON TUESDAYS, WEDNESDAYS, OR

THURSDAYS.

5. SHOULD WATER SYSTEM DEMANDS REQUIRE POSTPONEMENT OR RESCHEDULING OF A PROPOSED CONNECTION, THE CONTRACTOR SHALL DO SUCH WORK

AT NO ADDITIONAL COST TO THE OWNER.

6. CONNECTIONS TO THE EXISTING SYSTEM SHALL NOT BE MADE WITHOUT THE PRESENCE OF THE ENGINEER OR OWNER.

7. PRIOR TO CUTTING OF THE EXISTING WATER DISTRIBUTION MAIN, THE CONTRACTOR PERSONNEL SHALL HAVE AS MUCH OF THE PIPING, FITTINGS, VALVES, ETC. PROPOSED AT THE CONNECTION PIPED-UP AND READY TO BE LOWERED INTO THE EXCAVATION.

8. PRIOR TO CUTTING OF THE EXISTING WATER DISTRIBUTION MAIN, THE CONTRACTOR SHALL PLACE A 12-INCH DEPTH OF #57 WASHED STONE IN THE

EXCAVATION.

9. ALL EXISTING VALVES LOCATED NEAR THE PROPOSED CONNECTION POINT SHALL BE OPERATED TO ENSURE THAT THE WATER LINE CAN BE PROPERLY

ISOLATED DURING THE CONNECTION OPERATION.

B. LOCATION OF VALVES, HYDRANTS, BLOW-OFFS, ETC:

1. NO VALVE, HYDRANT, BLOW-OFF, ETC. SHALL BE PLACED IN A DITCH LINE UNLESS SPECIFICALLY APPROVED BY THE OWNER. SHOULD THE CONTRACTOR LOCATE SUCH ITEMS IN A DITCH LINE WITHOUT APPROVAL OF THE OWNER, THE APPURTENANCES SHALL BE REMOVED AND RELOCATED TO A SUITABLE

LOCATION AT NO ADDITIONAL COST TO THE OWNER.

2. ALL HYDRANTS, BLOW-OFFS, AIR RELEASE VALVES, ETC. SHALL BE LOCATED ADJACENT TO THE ROAD RIGHT-OF-WAY, APPROXIMATELY TWO (2) FEET FROM

THE RIGHT-OF-WAY LINE.

3. HYDRANTS, BLOW-OFFS, ETC. PROPOSED UNDER THIS PROJECT SHALL BE LOCATED SUCH THAT OPERATION OF SAID HYDRANTS, BLOW-OFFS, ETC. WILL NOT DAMAGE ADJACENT PROPERTIES. OBTAIN THE APPROVAL OF THE ENGINEER AND THE OWNER FOR EACH LOCATION. FAILURE BY THE CONTRACTOR TO OBTAIN APPROVAL MAY REQUIRE THE CONTRACTOR TO RELOCATE SUCH APPURTENANCES AT HIS OWN EXPENSE.

4. UNLESS OTHERWISE APPROVED BY THE OWNER, DO NOT LOCATE HYDRANTS, BLOW-OFFS, ETC. IN FRONT OF EXISTING RESIDENCES OR BUSINESSES.

C. FLUSHING ACTIVITIES:

1. FLUSHING OF NEWLY INSTALLED WATER LINES SHALL ONLY OCCUR WHEN CONTRACTOR PERSONNEL ARE ON SITE. NO FLUSHING ACTIVITY SHALL BE LEFT

UNATTENDED.

2. THE CONTRACTOR SHALL PROVIDE APPROPRIATE LENGTHS OF FIRE HOSE, PIPE, ETC. TO ENSURE THAT THE FLUSHING DISCHARGE DOES NOT DAMAGE

ADJACENT PROPERTY, ROADSIDE DITCHES, ETC.

3. THE CONTRACTOR SHALL PERFORM FLUSHING EVENTS ONLY DURING TIMES AUTHORIZED BY THE OWNER. SHOULD WATER SYSTEM DEMANDS REQUIRE

RESCHEDULING OR DISCONTINUING FLUSHING ACTIVITIES, THE CONTRACTOR SHALL DO SUCH AT NO ADDITIONAL COSTS TO THE OWNER.

4. THE CONTRACTOR WILL NOT BE CHARGED FOR WATER USED DURING AN AUTHORIZED FLUSHING EVENT. THE CONTRACTOR MAY BE CHARGED FOR WATER

IF THE FLUSHING EVENT IS UNAUTHORIZED BY THE OWNER. THE COST OF WATER SHALL BE BASED ON THE CURRENT RATE SCHEDULE. THE ENGINEER WILL DETERMINE THE AMOUNT OF WATER USED DURING THE UNAUTHORIZED EVENT. THE ENGINEER'S DECISION WILL BE FINAL IN THIS MATTER.

5. ALL WATER DISCHARGED FROM FLUSHING EVENTS SHALL NOT BE DIRECTLY DISCHARGED INTO A CREEK, RIVER, LAKE, OR OTHER BODY OF WATER WITHOUT

FIRST BEING DE-CHLORINATED.

NATURAL GAS:

DOMINION ENERGY SOUTH CAROLINA GAS

SOUTHERN DIVISION

601 OLD TAYLOR ROAD

CAYCE, SOUTH CAROLINA 29033

CONTACT: UTILIQUEST PR

PHONE: (803) 960-3310

POWER:

DOMINION ENERGY

TELECOMMUNICATIONS:

BRIGHTSPEED

CONTACT: DEWAYNE BEGLEY

PHONE: (540)938-9590

TELECOMMUNICATIONS:

HARGRAY INC.

CONTACT: USIC PR

PHONE: (800) 778-9140

MCRD PARRIS ISLAND:

PARRIS ISLAND, SOUTH CAROLINA

CONTACT : ANDY MATTIE

EMAIL ANDY.MATTIE@BJWSA.ORG

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FEMA FLOOD LINE

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KCI

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TECHNOLOGIES

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6' S0

2°

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.8 6'

S1 4°

2" E

S0 5°

0" W

S0 1°

0" E

S0 1°

5" W

S1 0°

1" W

S1 0°

1" E

S1 1°

7" E

S1 0°

6" E

8' N

°0

.3 9'

S7 0°

4" E

S2 8°

7" E

S4 1°

2" E

°5 9'

°2 0'

°5 4'

°0 6'

°0 2'

°4 1'

°1 0'

°3 7'

0' S8

0°

'3 8"

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S7 8°

6" E

S7 5°

0" E

S7 5°

3" E

S6 9°

3" E

S4 5°

8" E

S8 1°

5" E

S5 5°

8" E

S2 8°

2" E

S4 1°

4" E

S5 1°

4" E

S5 1°

7" E

S0 3°

2" W

S2 5°

8" E

S4 0°

1" E

S5 3°

8" E

9' S7

0°

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.6 9'

S0 6°

8" E

S4 2°

5" E

S3 3°

4" E

S2 9°

7" E

S3 1°

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S3 1°

6" E

S3 4°

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S3 0°

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S3 4°

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S4 1°

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6" E

S0 6°

5" E

ADDITIONAL AREA LIMITS

(5-27-2025)

ADDITIONAL AREA LIMITS

(5-27-2025)

ADDITIONAL AREA LIMITS

(5-27-2025)

ADDITIONAL AREA LIMITS

(5-27-2025)

UNTRACEABLE

RIP-RAP

HDD

1, 0' M

U M

H D

D E

T, D

. E N

G G

0' C

S C

G G

1, 0' M

U M

H D

D E

T, D

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" H

D D

F U

C W

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C O

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C O

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D D

F U

C W

+5 0+

O N

T O

H D

D F

C O

N C

E C

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S H

C -5

T R

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D D

F U

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T C

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N E

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APPROVED:

DESIGNED:

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T ec hn olo gie s, Inc . A uth or ity O

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SCALE 1" = 500'

KEY SHEET

G-2

Know what's below.

before you dig.Call

SHEET: C-1

C R

3rd BATTALION POND ROAD

MALECON DRIVE

PARRIS ISLAND G

ATEW

RIBAUT RO

US HW

Y 21

C R

MALECON DRIVE

TALASEA STREET

BOKI STREET

WAKE BLVD.

BATAAN STREET

SHEET: C-2

SHEET: C-3

SHEET: C-4

PHASE I - LINE "A"

REHABILITATION

UNDER SEPARATE COVER

PHASE I - LINE "B"

REHABILITATION

UNDER SEPARATE COVER

ALTERNATIVE 2

ALTERNATIVE 3

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HDD HDD HDD HDD HDD HDD HDD HDD HDD HDD HDD HDD HDD

FFLFFL

FFL

S.W.L.

D.Y.L.

S.W.L.

MALECON DRIVE

R/W VARIES

DRAIN PIPE

FLUME

ARCHERS CREEK

FLUME

SCDES-BCM CRITICAL LINE CONTINUES

OUTSIDE OF THE SURVEY LIMITS

SCDES-BCM CRITICAL LINE CONTINUES

OUTSIDE OF THE SURVEY LIMITS

SCDES-BCM CRITICAL LINE

CONTINUES OUTSIDE OF THE

SURVEY LIMITS

GUARDRAIL

END OF SIGNAL

SCDES-BCM CRITICAL LINE

SCDES-BCM

CRITICAL LINE

SCDES-BCM CRITICAL LINE CONTINUES

OUTSIDE OF THE SURVEY LIMITS

FFL

FFLFFLFFLFFLFFLFFLFFLFFLFFLFFL

UG UG UG UG UG UG UG UG UG UG UG UG UG UG UG UG

HDD HDD HDD HDD HDD HDD HDD HDD HDD HDD HDD HDD HDD HDD HDD HDD HDD HDD HDD HDD HDD

0+00 1+00 2+00 3+00 4+00 5+00 6+00

HDD HDD HDD HDD HDD HDD HDD

22.5' ±

32' ±

SCALE: 1"=30' H., 1"=30' V.

PROFILE - PROPOSED WATERLINE PHASE II HDD NORTH, 0+00 - 6+00

-60

-50

-40

-30

-20

-10

-60

-50

-40

-30

-20

-10

MINIMUM 30'

CLEARANCE

ARCHERS CREEK

EXISTING GRADE

MAINTAIN

POSITIVE

SLOPE

MAINTAIN

POSITIVE

SLOPE

1,600' MINIMUM RADIUS

HDD ENTRY POINT,

10 DEG. ENTRY ANGLE

16" HDD FUSIBLE

PVC WATER LINE

RESTRAINED 16" DR18 C900 PVC

48" MINIMUM COVER

(TYPICAL)

0+00 1+00 2+00 3+00 4+00 5+00 6+00

STA. 0+24+/- TRANSITION

TO 16" HDD FUSIBLE PVC,

SEE CONCRETE COLLAR /

TRANSITION DETAIL ON

SHEET C-5

16" MJ 45° BEND

FIBER OPTIC CABLE

16" WATERLINE UNDERGROUND

POWER

CHECKED:

APPROVED:

DESIGNED:

PROJECT NO.:

N o:\

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T ec hn olo gie s, Inc . 2

Pu rsu an t to ag re em en t b etw ee n K

T ec hn olo gie s, Inc

I) an d t he pa rty fo r w hic h t he se do cu me nts ha ve be en pr ep ar ed

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, a nd su bje ct to re as on ab le co mp en sa tio n b y t he us er to

, a s d ete rm ine d b y K

in its so le dis cre tio n.

A ll r igh ts of de sig n a nd in ve nti on ar e r es er ve d t o K

Th is do cu me nt wa s c re ate d e lec tro nic all y.

T ec hn olo gie s, Inc . A uth or ity O

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00030337_001

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SCALE 1" = 40'

PLAN

C-1

A N

D P

R O

N O

. 0 +0

- P

- A

15'X30' HDD ENTRY PIT

NEW 16" WATER LINE UNDER

ARCHERS CREEK (NORTH)

EXISTING 16"

WATER LINE

DOMINION GAS LINE (HDD)

C H

S H

C -2

Know what's below.

before you dig.Call

00 30' 60'

GRAPHIC SCALE: 1" = 30'

NEW 16" WATER LINE UNDER

ARCHERS CREEK (SOUTH SEE SHEET C-3)

GENERAL NOTES:

1. PIPE MATERIAL FOR HORIZONTAL DIRECTIONAL DRILL (HDD) SHALL BE 16" FUSIBLE PVC, DR 18 BASED ON ENGINEER'S CALCULATIONS. DRILLING CONTRACTOR SHALL PROVIDE A DRILLING PLAN WITH THE CALCULATIONS SIGNED AND SEALED BY A PROFESSIONAL ENGINEER PROVIDING ANTICIPATED LOADINGS AND APPROPRIATE PIPE SELECTION BASED EQUIPMENT TO BE USED AND ANTICIPATED BORING CONDITIONS. ALTERNATE PIPE MATERIALS MAY

BE SUBMITTED FOR APPROVAL.

2. ANY ADJUSTMENTS TO THE VERTICAL OR HORIZONTAL ALIGNMENT OF THE HDD SHALL BE APPROVED BY THE

ENGINEER, BEAUFORT - JASPER WATER & SEWER AND MCB PARRIS ISLAND.

STA. 0+00

16" MJ 45° BEND

EXISTING

WATER LINE TO BE CAPPED AND ABANDONED IN

PLACE BEFORE DAYLIGHT POINT (UNDERGROUND

- DRAIN, CLOSE VALVE AND CAP WITH BLIND

FLANGE AND SMITH-BLAIR MODEL 911)

BEGIN NEW 16" WATERLINE

FOR HDD UNDER ARCHERS CREEK

CONNECT TO EXISTING 16" DIP

(PHASE II)

EXISTING

WATER LINE TO BE

ABANDONED, REMOVE

PIPING FROM BRIDGE,

HANGERS TO REMAIN, SEE

DETAIL ON SHEET C-5

DATUMS FOR 8668092, BATTERY CREEK SC

NOTICE: ALL DATA VALUES ARE RELATIVE

TO MEAN SEA LEVEL

MEAN HIGH WATER 3.48 FT

MEAN LOW WATER -4.16 FT

DOUBLE ROW SILT FENCE

CONNECT TO PHASE I

CAPPED STUB OUT

NOTES:

1. BUTTERFLY VALVES: PROVIDE DEZURIK'S MODEL NUM. BAW,16 ,MJ, CI, NBRN-NBR, 150B, DI-S2*GB-6B-N-ENGS, GLPI

OR ENGINEER APPROVED EQUAL.

2. ALL PIPING AND FITTINGS TO BE RESTRAINED.

EXISTING PIPING SHOWN IS APPROXIMATE BASED

ON FIELD OBSERVATIONS AND EXISTING RECORD

DRAWINGS. FIELD VERIFY EXACT LOCATION

PRIOR TO CONSTRUCTION.

EXISTING

WATER LINE TO BE CAPPED

AND ABANDONED IN PLACE

BEFORE DAYLIGHT POINT

(UNDERGROUND - DRAIN AND

CAP WITH BLIND FLANGE AND

SMITH-BLAIR MODEL 911)

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FLOOD ZONE X

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ZONE AE ELEV. 10'

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FLOOD ZONE X(0.2% CHANCE)

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BEAUFORT COUNTY UNINCORPORATED AREAS COMMUNITY #450025

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INC.

AutoCAD SHX Text No. C0651

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W WFFLFFL

FFL

FFLFFLFFLFFLFFLFFLFFLFFLFFLFFL

FFL

FFL FFL FFL FFL FFL FFL FFL

FFL

FFLFFL

FFL

D.Y.L.

S.D.W.L.

D.Y.L.

S.W.L.

D.Y.L.

S.W.L.

D.Y.L.

S.W.L.

MALECON DRIVE

R/W VARIES

BACK OF CURB

FFLFFLFFLFFLFFLFFLFFLFFLFFL

FFL

END OF SIGNAL

IE:8.53'

12" MCP PD

SDMH

RIM:10.10'

IE:6.62'

SUMP:6.78'

RIM:9.50'

IE(N):5.95'

IE(SE):5.72'

IE(W):CNA

SUMP:2.80'

IE:5.56'

±67LF

18" RCP @ 1.00%

DRAIN PIPE

FLUME

RETIRED IN PLACE

SCDES-BCM CRITICAL LINE

CONTINUES OUTSIDE OF THE

SURVEY LIMITS

GUARDRAIL

END OF SIGNAL

CONTROL PANEL

WATERLINE IS UNTRACEABLE BY ATLAS.

LOCATION SHOWN IS PER BJWSA MARKINGS.

(BEGINNING AT THIS POINT)

SCDES-BCM

CRITICAL LINE

AREA ERODED NEAR

CONCRETE PAD

UNTRACEABLE

SCDES-BCM CRITICAL LINE CONTINUES

OUTSIDE OF THE SURVEY LIMITS

RIP-RAP

UG UG UG UG UG UG UG UG

HDD HDD HDD HDD HDD HDD HDD HDD HDD HDD HDD W

5+00 6+00 7+00 8+00

8+57HDD HDD HDD HDD HDD HDD HDD HDD HDD HDD HDD

32' ± 37'±

SCALE: 1"=30' H., 1"=30' V.

PROFILE - PROPOSED WATERLINE PHASE II HDD NORTH, 6+00 - 8+80

-60

-50

-40

-30

-20

-10

-60

-50

-40

-30

-20

-10

1,600' MINIMUM RADIUS

HDD EXIT POINT,

10 DEG. ENTRY ANGLEEXISTING GRADE

MAINTAIN

POSITIVE

SLOPE RESTRAINED 16" DR18 C900 PVC

48" MINIMUM COVER

(TYPICAL)

16" HDD FUSIBLE

PVC WATER LINE

6+00 7+00 8+00 8+80

STA. 8+50+/- TRANSITION TO 16"

HDD FUSIBLE PVC, SEE

CONCRETE COLLAR / TRANSITION

DETAIL ON SHEET C-5

FIBER OPTIC CABLE

16" WATERLINE

CHECKED:

APPROVED:

DESIGNED:

PROJECT NO.:

\20

_jo bs \bj w

- 0

7 -pa rri s i sla nd w l re pla ce me nt\

\ca dd dr aw ing s\P

- W L H

.dw g Pr int ed

: 1 /28

/20

B y:

K er ry.

W ian t

C la ir D riv e

P ie dm on t, So ut h

C ar ol in a

-7

P h o n e

-0 x:

-9 all rig hts re se rve d)

T ec hn olo gie s, Inc . 2

Pu rsu an t to ag re em en t b etw ee n K

T ec hn olo gie s, Inc

I) an d t he pa rty fo r w hic h t he se do cu me nts ha ve be en pr ep ar ed

, th es e d oc um en ts an d a ll d ata , p lan s, sp ec ific ati on s a nd ot he r in for ma tio n c on tai ne d h er ein ar e t he so le an d e xc lus ive pr op er ty of

I, a nd m ay be us ed on ly in co nn ec tio n w ith th e p ro jec t fo r w hic h t he se do cu me nts ha ve be en pr ep ar ed by K

, a nd fo r n o o the r p ur po se . A ny un au tho riz ed us e o f th es e d oc um en ts for an y p ur po se sh all be at th e u se r's so le ris k, wi tho ut lia bil ity to

, a nd su bje ct to re as on ab le co mp en sa tio n b y t he us er to

, a s d ete rm ine d b y K

in its so le dis cre tio n.

A ll r igh ts of de sig n a nd in ve nti on ar e r es er ve d t o K

Th is do cu me nt wa s c re ate d e lec tro nic all y.

T ec hn olo gie s, Inc . A uth or ity O

.C .G

.A . 4

-2 2.

KJW

MRB

WRT

00030337_001

-2

R R

D (P

-IN

H S

N M

T (M

O N

D R

Be au fo rd

, S ou th C ar ol in a

/05 /25

SCALE 1" = 40'

PLAN

C-2

A N

D P

R O

N O

. 6 +0

E N

- A

15'X15' HDD EXIT PIT

NEW 16" WATER LINE UNDER

ARCHERS CREEK (NORTH)

EXISTING 10"

WATER LINE

DOMINION GAS LINE (HDD)

Know what's below.

before you dig.Call

00 30' 60'

GRAPHIC SCALE: 1" = 30'

C H

S H

NEW 16" WATER LINE UNDER

ARCHERS CREEK (SOUTH)

GENERAL NOTES:

BE SUBMITTED FOR APPROVAL.

2. ANY ADJUSTMENTS TO THE VERTICAL OR HORIZONTAL ALIGNMENT OF THE HDD SHALL BE APPROVED BY THE

ENGINEER, BEAUFORT - JASPER WATER & SEWER AND MCB PARRIS ISLAND.

STA. 8+54 +/-

16" MJ 45° BEND

EXISTING

WATER LINE TO BE

ABANDONED, REMOVE

PIPING FROM BRIDGE,

HANGERS TO REMAIN, SEE

DETAIL ON SHEET C-5 END NEW 16" WATERLINE

FOR HDD UNDER ARCHERS CREEK.

CONNECT TO EXISTING 16" DIP

(PHASE II)

DATUMS FOR 8668092, BATTERY CREEK SC

NOTICE: ALL DATA VALUES ARE RELATIVE

TO MEAN SEA LEVEL

MEAN HIGH WATER 3.48 FT

MEAN LOW WATER -4.16 FT

DOUBLE ROW SILT FENCE

CONNECT TO PHASE I

CAPPED STUB OUT

NOTES:

1. BUTTERFLY VALVES: PROVIDE DEZURIK'S MODEL NUM. BAW,16 ,MJ, CI, NBRN-NBR, 150B, DI-S2*GB-6B-N-ENGS, GLPI

OR ENGINEER APPROVED EQUAL.

2. ALL PIPING AND FITTINGS TO BE RESTRAINED.

EXISTING 16"

WATER LINE

EXISTING PIPING SHOWN IS APPROXIMATE BASED

ON FIELD OBSERVATIONS AND EXISTING RECORD

DRAWINGS. FIELD VERIFY EXACT LOCATION

PRIOR TO CONSTRUCTION.EXISTING

WATER LINE TO BE CAPPED

AND ABANDONED IN PLACE

BEFORE DAYLIGHT POINT

(UNDERGROUND - DRAIN AND

CAP WITH BLIND FLANGE AND

SMITH-BLAIR MODEL 911)

AutoCAD SHX Text E

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APPROXIMATE LOCATION OF FEMA FLOOD LINE

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ZONE AE ELEV. 10'

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ZONE AE ELEV. 9'

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FLOOD ZONE X

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ZONE AE ELEV. 9'

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ZONE AE ELEV. 10'

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BEAUFORT COUNTY UNINCORPORATED AREAS COMMUNITY #450025

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TOWN OF PORT ROYAL COMMUNITY #450028

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TECHNOLOGIES

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HDD HDD HDD HDD HDD HDD HDD HDD HDD HDD HDD HDD HDD

S.W.L.

D.Y.L.

S.W.L.

MALECON DRIVE

R/W VARIES

ARCHERS CREEK

FLUME

SCDES-BCM CRITICAL LINE CONTINUES

OUTSIDE OF THE SURVEY LIMITS

SCDES-BCM CRITICAL LINE CONTINUES

OUTSIDE OF THE SURVEY LIMITS

GUARDRAIL

END OF SIGNAL

SCDES-BCM CRITICAL LINE

SCDES-BCM

CRITICAL LINE

SCDES-BCM CRITICAL LINE CONTINUES

OUTSIDE OF THE SURVEY LIMITS

FFL

FFLFFLFFLFFLFFLFFLFFLFFLFFLFFL

UG UG UG UG UG UG UG UG UG UG UG UG UG UG UG

HDD HDD HDD HDD HDD HDD HDD HDD HDD HDD HDD HDD HDD HDD HDD HDD HDD HDD HDD HDD

0+00

1+00 2+00

3+00 4+00

5+00 6+00

HDD HDD HDD HDD HDD

22.5' ±

SCALE: 1"=30' H., 1"=30' V.

PROFILE - PROPOSED WATERLINE PHASE II HDD SOUTH, 0+00 - 7+00

-60

-50

-40

-30

-20

-10

-60

-50

-40

-30

-20

-10

0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00

FOR CONNECTION DETAIL

SEE INSET THIS SHEET

MINIMUM 30'

CLEARANCE

ARCHERS CREEK

EXISTING GRADE

MAINTAIN

POSITIVE

SLOPE

MAINTAIN

POSITIVE

SLOPE

1,600' MINIMUM RADIUS

HDD ENTRY POINT,

10 DEG. ENTRY ANGLE4' MINIMUM COVER

(TYPICAL)

STA. 0+45 +/-

TRANSITION TO 16" FUSIBLE

PVC, SEE CONCRETE

COLLAR / TRANSITION

DETAIL ON SHEET C-5

RESTRAINED 16" DR18

C900 PVC

16" HDD FUSIBLE PVC WATER LINE

8" HIGH PRESSURE HDD

GAS MAIN

(CONTRACTOR TO FIELD

VERIFY DEPTH AND

LOCATION)

16" RJ 45° BEND

STA. 00+42±

5' MIN. CLEARANCE

UG UG

CHECKED:

APPROVED:

DESIGNED:

PROJECT NO.:

N o:\

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- 0

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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 Feb 6, 2026.