Attachment_C_Stratton_Capers_WL_Phase_1_of_1_and_2_Plans.pdf

PDF 14 MB Posted Jul 22, 2025

Attached to: Stratton Capers 2 Water Line Upgrade - Phase 1 (CDBG #4-CI-24-004)
Solicitation number: 2026-05
Issued by: Dillon County, South Carolina

About this file

Written by GovTribe AI · Nov 10, 2025

This document is a comprehensive set of engineering design plans for the Stratton Capers 2 Water Line Upgrade Phase 1 project, prepared by the Dorchester County Water and Sewer Department located in Summerville, South Carolina. The project involves installing approximately 8-inch PVC water lines across multiple streets in a residential development, including Hanniford Drive, Eucalyptus Avenue, Ashley Phosphate Road, Parchment Avenue, Appletree Avenue, Plum Branch Avenue, and Tanglewood Drive. The water line upgrade will include installing new water valves, fire hydrants, gate valves, and making connections to existing water infrastructure. The project is dated for implementation in April 2025, with design details showing precise routing, elevation profiles, and technical specifications for water line installation.

The design plans include extensive details on construction methods, including horizontal directional drilling (HDD) for certain segments, specific crossing requirements for road and storm drain intersections, and precise elevation and grading specifications. The project incorporates comprehensive erosion control measures, sediment management strategies, and requirements for trench preparation, backfilling, and pavement restoration. The engineering drawings provide technical details for valve installations, fire hydrant assemblies, and specifications for mechanical joints, tie rods, and protective coatings. The project appears to be funded through Dorchester County and follows South Carolina Department of Transportation and local water and sewer department standards for municipal infrastructure upgrades.

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Other files

File	Type	Posted
Stratton_Capers_2_Water_Line_Upgrade_-_Phase_1_(CDBG_#4-CI-24-004)_(Addendum_#2_Revision).pdf	PDF	Aug 18, 2025
Stratton_Capers_2_Water_Line_Upgrade_-_Phase_1_(CDBG_#4-CI-24-004).pdf	PDF	Jul 22, 2025
Attachment_D_CDBG-Special-Provisions.pdf	PDF	Jul 22, 2025
Attachment_C_Stratton_Capers_WL_Phase_1_of_1_and_2_Plans.pdf	PDF	Jul 22, 2025
Attachment_B_Water_and_Sewer_Specifications.pdf	PDF	Jul 22, 2025
Attachment_A_Advertisement_for_Bids.pdf	PDF	Jul 22, 2025

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8W8W

PHASE 1

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PHASE 2

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PHASE 1 W

ATER LINE

PHASE 2 W

ATER LINE

8" PVC

15" CMP

DIRT ROAD

BERET ST. PHASE CURRENTLY UNDER CONSTRUCTION

ATERLINE PHASE 2

DATE:

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STRATTON CAPERS 2

WATER LINE UPGRADE

PHASE 1

DORCHESTER COUNTY, SOUTH CAROLINA

TABLE OF CONTENTS

SHEET 1 - COVER SHEET

SHEET 2 - NOTES

SHEET 3 - TRAFFIC CONTROL PLAN

SHEET 4 - PLAN

SHEET 5 - PLAN

SHEET 6 - PLAN

SHEET 7 - PLAN

SHEET 8 - PLAN

SHEET 9 - PLAN

SHEET 10 - PLAN

SHEET 11 - WATERLINE PROFILE

SHEET 12 - WATERLINE PROFILE

SHEET 13 - DETAILS

SHEET 14 - DETAILS

Know what's below.

before you dig.Call

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STA 0+00

STA 5+49

STA 6+45

STA 5+62

STA 5+70

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STA 9+59

SITE

HANNIFORD DRIVE

TANGLEW

OOD DRIVE

EUCALY

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ASHLEY PHOSPHATE ROAD

PARCHMENT

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MANGROVE AVENUE

SWPPP NOTE:

I HAVE PLACED MY SIGNATURE AND SEAL ON THE DESIGN DOCUMENTS

SUBMITTED SIGNIFYING THAT I ACCEPT RESPONSIBILITY FOR THE DESIGN

OF THE SYSTEM. FURTHER, I CERTIFY TO THE BEST OF MY KNOWLEDGE

AND BELIEF THAT THE DESIGN IS CONSISTENT WITH THE REQUIREMENTS

OF TITLE 48, CHAPTER 14 OF THE CODE OF LAWS OF SC, 1976 AS

AMENDED, PURSUANT TO REGULATION 72-300 ET SEQ. (IF APPLICABLE),

AND IN ACCORDANCE WITH THE TERMS AND CONDITIONS OF SCR100000.

JASON D. COFFMAN, P.E. #21,599

CONTACTS:

JASON D. COFFMAN, P.E.

WATER AND SEWER PRINCIPAL ENGINEER

DORCHESTER COUNTY WATER AND SEWER

235 DEMING WAY

SUMMERVILLE, SC 29483

843-832-0093

STEVEN RICKER

NEW CONSTRUCTION PROJECT MANAGER

DORCHESTER COUNTY WATER AND SEWER

(843) 501-9195

COVER

SHEET

TO DORCHESTER RD.

TO I-26

PHASE 1

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CONTRACTOR NOTES:

1. EXISTING UTILITIES SHALL BE VERIFIED IN FIELD PRIOR TO INSTALLATION OF ANY NEW LINES.

2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH THE SPECIFICATIONS OF DORCHESTER COUNTY WATER AND SEWER WITH REGARDS

TO MATERIALS AND INSTALLATION OF NEW LINES.

3. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED

ON RECORDS OF THE VARIOUS UTILITY COMPANIES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING ANY UTILITY COMPANY WHICH MAINTAINS A UTILITY LINE WITHIN THE BOUNDARIES OF THE PROJECT PRIOR TO START OF CONSTRUCTION. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. THE CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR ANY DAMAGE, INCURRED BY ANY UTILITY COMPANY, TO THEIR LINES AS A RESULT OF HIS ACTIVITIES, WHETHER THESE

LINES ARE SHOWN ON THE CONSTRUCTION PLANS OR NOT.

4. THE CONTRACTOR SHALL COORDINATE WITH DORCHESTER COUNTY WATER AND SEWER FOR ALL INSTALLATION REQUIREMENTS AND SPECIFICATIONS.

5. PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING EXISTING CONDITIONS, INCLUDING BUT NOT LIMITED TO

TOPOGRAPHIC, TREE, STORM DRAINAGE AND UTILITIES. EXISTING UTILITIES SHOWN ARE APPROXIMATE AND HAVE NOT BEEN INDEPENDENTLY VERIFIED AND HORIZONTAL LOCATIONS OF ALL EXISTING UTILITIES. ANY DISCREPANCIES OR CONFLICTS FOUND WITH WITH VERIFICATION OF EXISTING CONDITIONS AND UTILITIES SHALL BE REPORTED TO THE OWNER AND ENGINEERING. ANY COST ASSOCIATED WITH CORRECTIVE WORK OR DAMAGE THAT ARE THE RESULT OF THE CONTRACTOR NOT VERIFYING EXISTING CONDITIONS AND LOCATING EXISTING UTILITIES WILL BE THE CONTRACTORS

RESPONSIBILITY.

6. THE CONTRACTOR SHALL GRADE ALL AREAS SO ALL AREAS WILL HAVE POSITIVE DRAINAGE TO THE APPROPRIATE RIGHT-OF-WAY, EASEMENT OR DITCH.

7. THE CONTRACTOR SHALL NOT OPEN, TURN OFF, INTERFERE WITH, OR ATTACH ANY PIPE OR HOSE TO OR TAP ANY WATER MAIN BELONGING TO

DORCHESTER COUNTY WATER AND SEWER UNLESS DULY AUTHORIZED TO DO SO BY DORCHESTER COUNTY WATER AND SEWER. ANY ADVERSE CONSEQUENCES OF ANY SCHEDULED OR UNSCHEDULED DISRUPTIONS OF SERVICE TO THE PUBLIC SHALL BE THE LIABILITY OF THE CONTRACTOR.

FLAT-BOTTOM TRENCH DETAIL V-SHAPED TRENCH DETAIL

SILT FENCE INSTALLATION

2" x 2" wood stakes or

1.25 #/ft Steel Post

2.0'Minimum2.0' Spacing (Typical) Continuous Along Tube

48" Minimum Length

FLOW

Stakes Placed at 2' Minimum Spacing

MAX. SEDIMENT TUBE SPACINGSLOPE

SEDIMENT TUBE SPACING

3% 2%

LESS THAN 2%

50-FEET

40-FEET

30-FEET

25-FEET

5% 6%

GREATER THAN 6%

150-FEET

100-FEET

75-FEET

SEDIMENT TUBE INSTALLATION

SEDIMENT TUBES - GENERAL NOTES

1. Sediment tubes may be installed along contours, in drainage conveyance channels, and around inlets to help prevent off-site discharge of sediment-laden stormwater runoff.

2. Sediment tubes are elongated tubes of compacted geotextiles, curled excelsior wood, natural coconut fiber, or hardwood mulch. Straw, pine needle, and leaf mulch-filled sediment tubes are not permitted.

3. The outer netting of the sediment tube should consist of seamless, high-density polyethylene photodegradable materials treated with ultraviolet stabilizers or a seamless, high-density polyethylene non-degradable material.

4. Sediment tubes, when used as checks within channels, should range between 18-inches and 24-inches depending on channel dimensions. Diameters outside this range may be allowed where necessary when approved.

5. Curled excelsior wood, or natural coconut products that are rolled up to create a sediment tube are not allowed.

6. Sediment tubes should be staked using wooden stakes (2-inch X 2-inch) or steel posts (standard "U" or "T" sections with a minimum weight of 1.25 pounds per foot) at a minimum of 48-inches in length placed on 2-foot centers.

7. Install all sediment tubes to ensure that no gaps exist between the soil and the bottom of the tube. Manufacturer's recommendations should always be consulted before installation.

8. The ends of adjacent sediment tubes should be overlapped 6-inches to prevent flow and sediment from passing through the field joint.

9. Sediment tubes should not be stacked on top of one another, unless recommended by manufacturer.

10. Each sediment tube should be installed in a trench with a depth equal to 1/5 the diameter of the sediment tube.

11. Sediment tubes should continue up the side slopes a minimum of 1-foot above the design flow depth of the channel.

12. Install stakes at a diagonal facing incoming runoff.

1. The key to functional sediment tubes is weekly inspections, routine maintenance, and regular sediment removal.

2. Regular inspections of sediment tubes shall be conducted once every calendar week and, as recommended, within 24-hours after each rainfall even that produces 1/2-inch or more of precipitation.

3. Attention to sediment accumulations in front of the sediment tube is extremely important. Accumulated sediment should be continually monitored and removed when necessary.

4. Remove accumulated sediment when it reaches 1/3 the height of the sediment tube.

5. Removed sediment shall be placed in stockpile storage areas or spread thinly across disturbed area. Stabilize the removed sediment after it is relocated.

6. Large debris, trash, and leaves should be removed from in front of tubes when found.

7. If erosion causes the edges to fall to a height equal to or below the height of the sediment tube, repairs should be made immediately to prevent runoff from bypassing tube.

8. Sediment tubes should be removed after the contributing drainage area has been completely stabilized. Permanent vegetation should replace areas from which sediment tubes have been removed.

SEDIMENT TUBES - INSPECTION & MAINTENANCE

AS NECESSARY TO PREVENT REOCCURRENCE OF DAMAGE.

DAMAGE AFTER DISCOVERY AND REINSTALL ADEQUATE CONTROL MEASURES

THE CONTRACTOR SHALL IMMEDIATELY CLEANUP AND REPAIR ALL EROSION

SEDIMENT AND EROSION CONTROL PROCEDURES

1. DURING CLEARING AND EARTHWORK ACTIVITIES THE CONTRACTOR SHALL

INSTALL ALL EROSION CONTROL DEVICES SPECIFIED AND AS INDICATED

ON THE DRAWINGS. DURING EACH PHASE OF SITE CONSTRUCTION THE

CONTRACTOR SHALL ADJUST, RELOCATE AND/OR REINSTALL AS

APPLICABLE ALL EROSION CONTROL DEVICES AND MEASURES NECESSARY

TO PREVENT SOIL EROSION AND SEDIMENT DISCHARGE FROM THE SITE.

IN ADDITION TO SPECIFIED TEMPORARY GRASSING AND STANDARD

PROTECTION AS DETAILED. ALL DRAINAGE STRUCTURES SHALL HAVE

GEOTEXTILE FABRIC PLACED OVER ALL FRAMES AND GRATES TO PREVENT

SEDIMENT ENTRY INTO NEW STRUCTURES AND CONDUITS. ALL SEDIMENT

SHALL BE CLEANED OUT OF STRUCTURES AND CONDUITS REGULARLY.

TEMPORARY GRASSING AND SILT FENCE FILTER BARRIERS SHALL BE

INSTALLED AND MAINTAINED UNTIL CONSTRUCTION IS COMPLETE AND

LANDSCAPING IS INSTALLED.

SILT FENCE SHALL BE MAINTAINED AROUND THE DOWNSTREAM PERIMETER

OF ALL ACTIVE EARTHWORK AREAS TO PREVENT SEDIMENT TRANSPORT

ONTO ADJACENT PROPERTIES.

1. SWPPP, inspection records, and rainfall data must be kept onsite or within thirty (30) minutes of the site at all times from the date of commencement of construction activities to the date that final stabilization is achieved. These items should be in a designated area that is accessible to the inspectors. SWPPP inspections must be completed by a certified inspector.

2. If necessary, slopes, which exceed eight (8) vertical feet should be stabilized with synthetic or vegetative mats, in addition to hydroseeding. It may be necessary to install temporary slope drains during construction. Temporary berms may be needed until the slope is brought to grade.

3. Stabilization measures shall be initiated as soon as practicable in portions of the site where construction activities have temporarily or permanently ceased, but in no case more than fourteen (14) days after work has ceased, except as stated below. a. Where stabilization by the 14th day is precluded buy snow cover or frozen ground conditions, stabilization measures must be initiated as soon as practicable.

b. Where construction activity on a portion of the site is temporarily ceased, and earth-disturbing activities will be resumed within 14 days, temporary stabilization measures do not have to be initiated on that portion of the site.

4. All sediment and erosion control devices shall be inspected once every calendar week. If periodic inspection or other information indicates that a BMP has been inappropriately or incorrectly installed, the Permittee must address the necessary replacement or modification required to correct the BMP within 48 hours of identification.

5. Provide silt fence and/or other control devices, as may be required, to control soil erosion during utility construction. All disturbed areas shall be cleaned, graded, and stabilized with grassing immediately after the utility installation. Fill, cover, and temporary seeding at the end of each day are recommended. If water is encountered while trenching, the water should be filtered to remove sediment before being pumped back into any waters of the State.

6. All erosion control devices shall be properly maintained during all phases of construction until the completion of all construction activities and all disturbed areas have been stabilized. Additional control devices may be required during construction in order to control erosion and/or offsite sedimentation. All temporary control devices shall be removed once construction is complete and the site is stabilized.

7. The contractor must take necessary action to minimize the tracking of mud onto paved roadway(s) from construction areas and the generation of dust. The contractor shall daily remove mud/soil from pavement, as may be required.

8. Residential subdivisions require erosion control features for infrastructure as well as for individual lot construction. Individual property owners shall follow these plans during construction or obtain approval of an individual plan in accordance with S.C Reg. 72-300 et seq. and SCR100000.

9. Temporary diversion berms and/or ditches will be provided as needed during construction to protect work areas from upslope runoff and/or to divert sediment-laden water to appropriate traps or stable outlets.

10. All waters of the State (WoS), including wetlands, are to be flagged or otherwise clearly marked in the field. A double row of silt fence is to be installed in all areas where a 50-foot buffer can't be maintained between the disturbed area and all WoS. A 10-foot buffer should be maintained between the last row of silt fence and all WoS.

11. Litter, construction debris, oils, fuels, and building products with significant potential for impact (such as stockpiles of freshly treated lumber) and construction chemicals that could be exposed to storm water must be prevented from becoming a pollutant source in storm water discharges.

12. Initiate stabilization measures on any exposed steep slope (3H:1V or greater) where land-disturbing activities have permanently or temporarily ceased and will not resume for a period of 7 calendar days.

13. Minimize the topsoil compaction and, unless infeasible, preserve topsoil

14. Minimize the discharge of pollutants from equipment and vehicle washing, wheel wash water, and other wash waters. Wash waters must be 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: a. Wastewater from washout of concrete, unless managed by an appropriate control

a. Wastewater from washout and cleanout of stucco, paint, form release oils, curing compounds, and other construction materials;

b. Fuels, oils, or other pollutants used in vehicle and equipment operation and maintenance; and

c. Soaps or solvents used in vehicle cleaning and equipment washing.

17. After construction activities begin, inspections must be conducted at a minimum of at least once every calendar week and must be conducted until final stabilization is reached on all areas of the construction sites

18. If existing BMPs need to be modified or if additional BMPs are necessary to comply with the requirements of this permit and/or SC's 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.

Know what's below.

before you dig.Call

GENERAL

NOTES6.

CONTRACTOR.

PERMANENT GRASSING OF ALL DISTURBED AREAS TO BE PERFORMED BY

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MAXIMUM SPACING = 6 FT.

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FILTER FABRIC

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BACKFILL TRENCH WITH COMPACTED EARTH

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BURY FABRIC

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USE EITHER FLAT-BOTTOM OR V-BOTTOM TRENCH SHOWN BELOW

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1.25 LB./LINEAR FT. STEEL POSTS

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DORCHESTER COUNTY, SOUTH CAROLINA

1. NOT ALL METERS WERE FOUND DURING THE FIELD SURVEY. ALL NOT ALL METERS WERE FOUND DURING THE FIELD SURVEY. ALL EXISTING HOMES/LOTS WILL NEED THE LATERAL AND METER REPLACED AND LOCATED WITHIN THE RIGHT OF WAY. 2. IF NO METER / SERVICE IS FOUND THEN THE CONTRACTOR WILL IF NO METER / SERVICE IS FOUND THEN THE CONTRACTOR WILL NEED TO NOTIFY DCWS AS HOW TO PROCEED FOR THAT LOT(S) / HOME(S). 3. ALL NEW WATER LINES UNDER THE ROADWAY ARE TO HAVE A ALL NEW WATER LINES UNDER THE ROADWAY ARE TO HAVE A MINIMUM 48” COVER. ALL OTHER NEW WATER MAINS ARE TO HAVE COVER. ALL OTHER NEW WATER MAINS ARE TO HAVE A MINIMUM 42” COVER. COVER. 4. HOURLY LANE CLOSURE PROHIBITIONS FOR ASHLEY PHOSPHATE RD HOURLY LANE CLOSURE PROHIBITIONS FOR ASHLEY PHOSPHATE RD (S-62) ARE AS FOLLOWS: a. MONDAY - FRIDAY: 6AM - 9PM MONDAY - FRIDAY: 6AM - 9PM b. SATURDAY & SUNDAY: 6AM - 9PM SATURDAY & SUNDAY: 6AM - 9PM 5. FLOWABLE FILL SHALL BE USED AS BACK FILL MATERIAL FOR ALL FLOWABLE FILL SHALL BE USED AS BACK FILL MATERIAL FOR ALL ROADWAY CROSSINGS AND FOR EXCAVATION WITHIN 5 FEET FROM EDGE OF PAVEMENT FOR HIGH VOLUME ROADWAYS AND/OR WITHIN 3 FEET OF EDGE OF PAVEMENT FOR LOW VOLUME ROADWAYS. 6. OVERLAY LIMITS SHALL EXTEND FULL WIDTH OF DISTURBED TRAVEL OVERLAY LIMITS SHALL EXTEND FULL WIDTH OF DISTURBED TRAVEL LANE AND SHALL EXTEND 5 FEET BEYOND THE CUT ON BOTH SIDES IN RELATION TO TRAVEL DIRECTION. WHEN UTILITY ROADWAY CROSSINGS OCCUR IN AN INTERSECTION, OVERLAY LIMITS SHALL EXTEND RADIUS TO RADIUS. 7. ALL UTILITY LINES CROSSING UNDER STATE ROADWAYS MUST BE AT ALL UTILITY LINES CROSSING UNDER STATE ROADWAYS MUST BE AT A MINIMUM DEPTH OF 48”. . 8. ALL WATER METERS WILL BE INSTALLED WITHIN THE RIGHT OF WAY ALL WATER METERS WILL BE INSTALLED WITHIN THE RIGHT OF WAY AS CLOSE TO THE PROPERTY LINE AS POSSIBLE AND WHERE TWO (2) METERS ARE TO BE INSTALLED, INSTALL IN THE RIGHT OF WAY AT THE COMMON PROPERTY LINE. 9. ALL SERVICE LINE CROSSINGS SHALL BE INSTALLED BY HORIZONTAL ALL SERVICE LINE CROSSINGS SHALL BE INSTALLED BY HORIZONTAL DIRECTIONAL DRILL. 10. ALL OPEN CUT INSTALLATIONS WITHIN 3 FEET OF THE EDGE OF ALL OPEN CUT INSTALLATIONS WITHIN 3 FEET OF THE EDGE OF PAVEMENT SHALL HAVE FLOWABLE FILL PER SCDOT REQUIREMENTS

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IE: 27.07'

IE: 27.02'

IE: 26.32'

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IE: 25.66'

IE: 25.65'

IE: 25.20'

IE: 25.31'

IE: 25.44'

IE: 25.91'

OHP

TEL

w w w w w w w

8W 8W

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IE: 24.76'

IE: 25.21'

IE: 25.47'

IE: 25.01'

SHEET 7

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SHEET 5

SHEET 4

TANG

LEW

O O

D DRIVE 50' R/W

IFO

R D

D R

IVE (S-18-867) 50' R

CONNECT TO EXISITNG TAP AND

INSTALL NEW METERS IN ROAD

R/W (TYPICAL)

22.01'

INSTALL 8"X8"X8"

TEE

45° BEND

8" GATE

VALVE

CONNECT TO EXISITNG TAP AND

INSTALL NEW METERS IN ROAD

R/W (TYPICAL)

18" RCP

" R

15" RCP

ALE TO

ITC

24" RCP

ASHLEY PHOSPHATE ROAD (S-18-62) 120' R/W

CURB INLET

RIM: 30.38'

IE in: 25.16' IE out: 25.16'

RIM BOX: 29.56'

IE in=26.39' IE out=25.66'

GRATE INLET

RIM: 29.38'

IE in: 25.86'

IE out: 25.36'

ASHLEY PHOSPHATE ROAD (S-18-62) 120' R/W

REVISIONS

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SC GRID

SCALE: 1" = 20'

40'0' 20'

LEGEND:

NEW WATER LINE

NEW WATER VALVE

NEW FIRE HYDRANT

EX. WATER LINE (SIZE NOTED)

EX. WATER VALVE

EX. FIRE HYDRANT

EX. WATER METER

EX. SEWER LINE

EX. SEWER CLEANOUT

EX. SEWER MANHOLE

EX. TOP OF DITCH

POWER POLE

GUY WIRE

OVERHEAD POWER

UNDERGROUND TELEPHONE LINE

GAS LINE

GAS VALVE

FENCE

STORM MANHOLE

TELEPHONE PEDESTAL

MAILBOX

SEDIMENT TUBE

DISTURBED LIMITS

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NOTES:

TOP GRATE

INLET 24.67'

IE BOX 26.15'

IE PIPE 26.00'

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RIM: 28.94'

IE BOX: 25.15'

INSTALL 8"X8"X8" TEE

AND 8" GATE VALVE

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V:\Water and Sewer\Water and Sewer Projects\Stratton Capers 2 Water Line\Phase 1\Stratton Capers 2 WL Phase 1 of 2 phases.dwg Plot Date 4/25/2025

CURB INLET

RIM: 25.69'

IE IN: 24.03'

IE OUT: 24.02'

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AutoCAD SHX Text 04-09-2025 STL/bjs 1"=20'

AutoCAD SHX Text

DORCHESTER COUNTY, SOUTH CAROLINA

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IE: 26.32'

IE: 26.18'

IE: 25.88'

IE: 25.82'

IE: 25.65'IE: 26.03'

IE: 24.84'

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SEW

IE: 25.17'IE: 24.92'

IE: 24.39'

IE: 24.40'

XXXXXXX

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OHP

OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP

IE: 26.47'

IE: 26.17'

IE: 26.36'

IE: 25.58'

IE: 25.67'

IE: 25.37'

OHP OHP OHP OHP OHP

IE: 25.30'

IE: 25.27'

IE: 24.65'

IE: 26.35'

IE: 24.37'

IE: 24.73'

IE: 24.34'IE: 24.93'

IE: 24.34'

IE: 25.13'

IE: 25.57'

IE: 24.77'

IE: 24.71'

IE: 24.32'

IE: 25.17'

IE: 25.38'

IE: 25.22'

IE: 25.42'

IE: 24.86'

IE: 25.15'

IE: 26.07' IE: 23.91'

IE: 24.61'

IE: 24.46'

IE: 24.37'

XXX

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IE: 25.34'

IE: 25.44'

IE: 26.03'

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GASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGAS

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TEL

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TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL

TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL

TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL

TEL

3W 3W 3W 3W 3W 3W 3W 3W

2W 2W 2W 2W 2W 2W 2W 2W 2W 2W 2W 2W 2W 2W 2W 2W w www w w w w w w w w w w w ww www

8W 8W

8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W

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IE: 23.45'

IE: 24.51'

IE: 24.81'

IE: 24.26'

IE: 25.24' IE: 25.23'

IE: 25.34'

IE: 25.42'

XXXXXX

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SHEET 7

SHEET 4

SHEET 5

SHEET 4

SHEET 6

SHEET 5 SHEET 5

EET 8

EET 5

SHEET 6

PARCHMENT AVENUE 50' R/W

IFO

R D

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IVE (LO

AL) 50' R

CARPORT

36" OAK

IFO

R D

D R

IVE (S-18-867) 50' R

121086

3958 3950

39613973

IFO

R D

D R

IVE (S-18-867) 50' R

CONNECT TO EXISITNG TAP AND

INSTALL NEW METERS IN ROAD

R/W (TYPICAL)

CONNECT TO EXISITNG TAP AND

INSTALL NEW METERS IN ROAD

R/W (TYPICAL)

INSTALL NEW METERS IN ROAD

R/W (TYPICAL)

SEDIMENT TUBE (TYP.)

18" R C

24" CM

18" R C

SEDIMENT TUBE

(TYP.)

PARCHMENT AVENUE 50' R/W

EUCALYPTUS AVENUE 50' R/W

4.6'

3.0'

8" GATE

VALVE

8" GATE

VALVE

8" GATE

VALVE

INSTALL 8"X8"X8"

TEE

8" GATE

VALVE

8" GATE

VALVE

8" GATE VALVE

INSTALL HYDRANT

ASSEMBLY WITH 6" GATE

VALVE

INSTALL HYDRANT

ASSEMBLY WITH 6" GATE

VALVE

INSTALL HYDRANT

ASSEMBLY WITH 6" GATE

VALVE

INSTALL 8"X8"X8"

TEE

45°

BEND

45°

BEND

11.25°

BEND

3.0'

END OF STATE

MAINTENANCE

SAGO PALM IN

BRICK PLANTER

KNEE HIGH

RAILINGS

ROSES IN

PLANTER

PATIO

BLOCKS

ROSES IN

PLANTER

10" PIPE

15" RCP

15" R C

INSTALL LINE BY OPEN CUT.

MILL AND RESURFACE.

ASPHALT OVERLAY SHALL

EXTEND FULL WIDTH OF

DISTURBED TRAVEL LANE AND

SHALL EXTEND 5 FEET

BEYOND THE CUT ON BOTH

SIDES IN RELATION TO TRAVEL

DIRECTION.

INSTALL LINE BY OPEN CUT.

MILL AND RESURFACE.

ASPHALT OVERLAY SHALL

EXTEND FULL WIDTH OF

DISTURBED TRAVEL LANE AND

SHALL EXTEND 5 FEET

BEYOND THE CUT ON BOTH

SIDES IN RELATION TO TRAVEL

DIRECTION.

18" RCP

15 RCP

15" RCP15" RCP15" RCP15" RCP

PVC

15" RCP15" RCP 15" RCP

18" RCP

15" RCP

18" CMP 15" RCP

15" RCP 15" RCP

S/D BOX

15" RCP15" RCP15" RCP15" RCP

15" RCP

EET 7

SHEET 7

SHEET 5

EX. M

V:21.74 IEout:21.64

8W8W8W8W8W8W8W8W8W8W8W8W8W8W

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SC GRID

SCALE: 1" = 20'

40'0' 20'

NOTES:

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WATER UNDER STORM DRAIN. MIN

1.5'

WATER UNDER STORM DRAIN. MIN

1.5'

WATER UNDER STORM DRAIN. MIN

1.5' USE VERTICAL BEND. SEE DETAIL.

WATER UNDER STORM DRAIN. MIN

1.5'

INSTALL

8"X8"X8" TEE

LEGEND:

NEW WATER LINE

NEW WATER VALVE

NEW FIRE HYDRANT

EX. WATER LINE (SIZE NOTED)

EX. WATER VALVE

EX. FIRE HYDRANT

EX. WATER METER

EX. SEWER LINE

EX. SEWER CLEANOUT

EX. SEWER MANHOLE

EX. TOP OF DITCH

POWER POLE

GUY WIRE

OVERHEAD POWER

UNDERGROUND TELEPHONE LINE

GAS LINE

GAS VALVE

FENCE

STORM MANHOLE

TELEPHONE PEDESTAL

MAILBOX

SEDIMENT TUBE

DISTURBED LIMITS

OHP OHP OHP

TEL TEL

GAS GAS GAS

SEW SEW SEW

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V:\Water and Sewer\Water and Sewer Projects\Stratton Capers 2 Water Line\Phase 1\Stratton Capers 2 WL Phase 1 of 2 phases.dwg Plot Date 4/25/2025

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AutoCAD SHX Text 04-09-2024 STL/bjs 1"=20'

AutoCAD SHX Text

DORCHESTER COUNTY, SOUTH CAROLINA

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IE: 24.60'

30" OAK

36" OAK

IE: 24.15'

34" COTTON

30" ELM

12" SUGAR BERRY

SEW SEW SEW SEW SEW

SEW SEW SEW SEW SEW SEW SEW SEW SEW SEW SEW SEW SEW SEW SEW SEW SEW SEW SEW SEW SEW SEW SEW SEW SEW SEW SEW SEW SEW SEW SEW SEW SEW SEW SEW SEW SEW SEW SEW SEW SEW SEW SEW SEW SEW SEW SEW SEW SEW SEW SEW SEW

SEW

SEW SEW SEW SEW SEW SEW SEW SEW SEW SEW SEW SEW SEW SEW SEW SEW SEW SEW SEW SEW SEW SEW SEW SEW SEW SEW SEW SEW

IE: 24.86'

IE: 25.50'

IE: 25.26' IE: 25.24' IE: 25.55' IE: 25.46'

IE: 24.48'

IE: 24.44'

IE: 24.52'

IE: 24.61'

IE: 25.91'

IE: 26.13'

IE: 25.28'IE: 25.36'IE: 25.83'

IE: 25.08'

IE: 24.29'

IE: 24.04'

IE: 24.40'

IE: 25.02'IE: 25.23'

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X X

IE: 25.37'

15" OAK

18" OAK

IE: 25.10'

IE: 25.45'

IE: 25.05'

IE: 24.82'

IE: 24.91'

IE: 24.92'

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OHP

IE: 25.24'

IE: 25.30'

IE: 25.27'

IE: 24.65'

IE: 24.73'

IE: 24.32'

IE: 25.15' 30" HARD W

OOD

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X X X X X

" M

IE: 26.22' IE: 26.16'

IE: 26.74'

IE: 25.71'

IE: 25.66'

24" PINE

XXXXXXXX

X X

X X X X X

TEL

TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL

TEL

2W 2W

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8W 8W

8W8W8W 8W

8W 8W

8W8W8W8W8W8W8W8W8W

IE: 25.33'

18" CEDAR

IE: 25.96'

IE: 25.62'

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SHEET 5 SHEET 5

SHEET 11

SHEET 6

SHEET 12

SHEET 6

EET 6

EET 12

EET 6

EET 8

SHEET 6

APPLETREE AVENUE 50' R/W

IFO

R D

D R

IVE (LO

AL) 50' R

CARPORT

39653967

39613965

CONNECT TO EXISITNG TAP AND

INSTALL NEW METERS IN ROAD

R/W (TYPICAL)

CONNECT TO EXISTING TAP

AND INSTALL NEW METERS

IN ROAD R/W (TYPICAL)

SEDIMENT TUBE (TYP.)

24" RCP

IE:23.09'

IE:22.84'

15" RCP

IE:25.51'

" R

18" R C

IE:24.52'

CONNECT TO EXISITNG TAP AND

INSTALL NEW METERS IN ROAD

R/W (TYPICAL)

81 41

APPLETREE AVENUE 50' R/W

45° BEND

8" GATE

VALVE

INSTALL 8"X8"X8"

TEE

45° BEND

INSTALL HYDRANT

ASSEMBLY WITH 6" GATE

VALVE

90° BEND

H D

4' HDD

28 LF

8" GATE

VALVE

GATE

WATER UNDER STORM

DRAIN. MIN 1.5'

END OF STATE

MAINTENANCE

12" H D

IE: 25.32'

24" RCP

WATER UNDER STORM

DRAIN. MIN 1.5'

WATER UNDER STORM

DRAIN. MIN 1.5'

15" R C

WATER UNDER STORM DRAIN. MIN 1.5'

USING VERTICAL BEND SEE DETAIL.

15" R C

18" R C

15" RCP

15" CMP 15" RCP

15" RCP 15" RCP 15" RCP

WATER UNDER STORM

DRAIN. MIN 1.5'

15" CMP

18" RCP

15" C M

WATER UNDER STORM

DRAIN. MIN 1.5'

45° BEND

22.5°

BEND

22.5°

BEND

8" GATE

VALVE

WATER UNDER STORM

DRAIN. MIN 1.5'

REVISIONS

SHEET

6 0F 14

W A

T E

R L

N D

O R

C H

E S

T E

R C

O U

N T

Y W

A T

E R

A N

D S

E W

E R

D E

P A

R T

M E

N T

E, S

N E:

-0

SC GRID

SCALE: 1" = 20'

40'0' 20'

NOTES:

S T

R A

T T

O N

C A

P E

R S

A T

E R

E U

P G

R A

D E

P H

A S

LEGEND:

NEW WATER LINE

NEW WATER VALVE

NEW FIRE HYDRANT

EX. WATER LINE (SIZE NOTED)

EX. WATER VALVE

EX. FIRE HYDRANT

EX. WATER METER

EX. SEWER LINE

EX. SEWER CLEANOUT

EX. SEWER MANHOLE

EX. TOP OF DITCH

POWER POLE

GUY WIRE

OVERHEAD POWER

UNDERGROUND TELEPHONE LINE

GAS LINE

GAS VALVE

FENCE

STORM MANHOLE

TELEPHONE PEDESTAL

MAILBOX

SEDIMENT TUBE

DISTURBED LIMITS

OHP OHP OHP

TEL TEL

GAS GAS GAS

SEW SEW SEW

T w

DL DL DL

-2

V:\Water and Sewer\Water and Sewer Projects\Stratton Capers 2 Water Line\Phase 1\Stratton Capers 2 WL Phase 1 of 2 phases.dwg Plot Date 4/25/2025

AutoCAD SHX Text S

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AutoCAD SHX Text

DATE: DRAWN: SCALE:

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AutoCAD SHX Text 04-09-2024 STL/bjs 1"=20'

AutoCAD SHX Text

DORCHESTER COUNTY, SOUTH CAROLINA

AutoCAD SHX Text

AutoCAD SHX Text W

AutoCAD SHX Text

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AutoCAD SHX Text Y

DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL DL

D L

IE: 25.54'

X X

SEW SEW SEW SEW SEW SEW SEW SEW SEW SEW SEW SEW SEW SEW SEW SEW SEW SEW SEW SEW SEW SEW SEW SEW SEW SEW SEW SEW SEW SEW SEW SEW SEW SEW SEW SEW SEW SEW SEW SEW SEW SEW SEW SEW SEW

IE: 25.17'

IE: 24.92'

IE: 24.39'

IE: 24.40'

X X

OHP

O H

P O

H P

O H

P O

H P

O H

P O

H P

O H

P O

H P

O H

P O

H P

O H

P O

H P

O H

P O

H P

O H

P O

H P

O H

P O

H P

O H

P O

H P

O H

OHP OHP OHP OHP OHP OHP

IE: 25.66'

IE: 25.65'

IE: 25.20'

IE: 25.31'

IE: 25.44'

IE: 25.91'

IE: 25.34'

IE: 25.44'

IE: 25.11'

IE: 24.90'

X X

OHPOHPOHPOHPOHPOHP

OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP

OHP

OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP

OHP OHP OHP OHP OHP OHP

GAS

GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS

GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS

TEL

3W w w w w w w w w w w w w

8W 8W

IE: 23.45'

IE: 24.51'

IE: 24.76'

IE: 25.21'

IE: 25.47'

IE: 25.01'

IE: 25.24'

IE: 25.23'

IE: 25.34'

IE: 25.42'

TANGLEWOOD DRIVE 50' R/W

24" CMP

U E

' R

.01

HDD

50 LF

CONNECT TO EXISITNG TAP AND

INSTALL NEW METERS IN ROAD

R/W (TYPICAL)

18" RCP

" R

C P

" R

C P

" R

C P

" R

C P

15" RCP

SHEET 7

" R

R O

-1 8-

) 1

' R

REVISIONS

SHEET

W A

T E

R L

N D

O R

C H

E S

T E

R C

O U

N T

Y W

A T

E R

A N

D S

E W

E R

D E

P A

R T

M E

N T

E, S

N E:

-0

SC GRID

SCALE: 1" = 20'

40'0' 20'

NOTES:

S T

R A

T T

O N

C A

P E

R S

A T

E R

E U

P G

R A

D E

P H

A S

WATER UNDER STORM DRAIN. MIN

1.5'

TOP GRATE

INLET 24.67'

IE BOX 26.15'

IE PIPE 26.00'

SD BOX

RIM: 28.94'

IE BOX: 25.15'

INSTALL 8"X8"X8" TEE AND 8"

GATE VALVE

LEGEND:

NEW WATER LINE

NEW WATER VALVE

NEW FIRE HYDRANT

EX. WATER LINE (SIZE NOTED)

EX.

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 Nov 10, 2025.