Attachment_A_Stratton_Capers_2_WL_Phase_2_of_1_and_2_Set_Plans.pdf

PDF 14 MB Posted May 13, 2026

Attached to: Stratton Capers 2 Water Line Upgrade - Phase 2
Solicitation number: 2026-57 (CDBG #4-CI-25-004)
Issued by: Dorchester County, South Carolina

About this file

Written by GovTribe AI · May 14, 2026

This is a set of construction plans for the Stratton Capers 2 Water Line Upgrade - Phase 2 project being administered by Dorchester County, South Carolina through Community Development Block Grant (CDBG) funding. The project involves water line infrastructure upgrades, with detailed technical plans and specifications provided in the attached document set. The plans outline the scope of work required for Phase 2 of the water line upgrade project, establishing the basis for contractor bidding and project execution.

The project is subject to federal CDBG requirements and compliance mandates including the Davis-Bacon Act, prevailing wage standards, and the Build America, Buy America Act (BABA). All contractors must be registered in the federal System for Award Management (SAM) and comply with Executive Order No. 11246 regarding equal employment opportunity and non-discrimination. Bidders are required to make positive efforts to utilize small and minority-owned businesses in accordance with Section 3 of the Housing and Urban Development Act of 1968. The contract is funded through the CDBG Program, with the application and cost estimate available through the contracting agency. Bidders may not withdraw bids within 90 days after the bid opening date, and the owner reserves the right to waive irregularities or reject any or all bids submitted.

View the file

Other files

File	Type	Posted
Stratton_Capers_2_Water_Line_Upgrade_-_Phase_2.pdf	PDF	May 13, 2026
Attachment_D_Stratton_Capers_Phase_2.Advertisement-for-Bids.pdf	PDF	May 13, 2026
Attachment_C_CDBG_Contract_Special_Provisions.pdf	PDF	May 13, 2026
Attachment_B_Stratton_Capers_2_Phase_2.Updated_Specifications.pdf	PDF	May 13, 2026

On GovTribe

Work with this file

Download the original file
Contacts named in this file
Similar government files
Ask GovTribe AI about this file

Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

8W8W

8W 8W

PHASE 1

ATE

R LI

PHASE 2

ATE

R LI

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:

DRAWN:

SCALE:

REVISIONS

C O

V E

R S

H E

E T

04-09-2025

STL / bjs

1"=150'

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

G W

M M

E, S C

O N

-0

STRATTON CAPERS 2

WATER LINE UPGRADE

PHASE 2

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 - DETAILS

SHEET 11 - DETAILS

Know what's below.

before you dig.Call

STA 0+00

STA 5+70

STA 6+16

STA 15+02

STA 22+17

SITE

HANNIFORD DRIVE

TANGLEW

OOD DRIVE

EUCALY

PTU

S A

VENUE

ASHLEY PHOSPHATE ROAD

PARCHMENT

AVENUE

APPLE

EE A

VENUE

PLU

M B

RANCH A

VENUE

DANDELIO

N A

VENUE

PERSIM

MON A

VENUE

TANGLEW

OOD DRIVE

FIGTREE AVENUE

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. #21599

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

PHASE 2

STA 2+32

BEGIN PHASE 2

WATERLINE

REPLACEMENT

V:\Water and Sewer\Water and Sewer Projects\Stratton Capers 2 Water Line Upgrades Phases 1 & 2 (2025) - Evolve #6535\Drawings\Plan review SC Ph 1 & 2 Water\Phase 2\dwg\Stratton Capers 2 WL Phase 2 of 2 phases.dwg Plot Date: 3/12/2026

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

AutoCAD SHX Text H

AutoCAD SHX Text Y

AutoCAD SHX Text D

AutoCAD SHX Text H

AutoCAD SHX Text Y

AutoCAD SHX Text D

AutoCAD SHX Text H

AutoCAD SHX Text Y

AutoCAD SHX Text D

AutoCAD SHX Text H

AutoCAD SHX Text Y

AutoCAD SHX Text D

AutoCAD SHX Text H

AutoCAD SHX Text Y

AutoCAD SHX Text D

AutoCAD SHX Text L

AutoCAD SHX Text C

AutoCAD SHX Text A

AutoCAD SHX Text R

AutoCAD SHX Text O

AutoCAD SHX Text S

AutoCAD SHX Text O

AutoCAD SHX Text U

AutoCAD SHX Text T

AutoCAD SHX Text H

AutoCAD SHX Text G

AutoCAD SHX Text I

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text T

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text No. 21599

AutoCAD SHX Text D

AutoCAD SHX Text I

AutoCAD SHX Text N

AutoCAD SHX Text A

AutoCAD SHX Text L

AutoCAD SHX Text R

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text I

AutoCAD SHX Text O

AutoCAD SHX Text N

AutoCAD SHX Text A

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text I

AutoCAD SHX Text G

AutoCAD SHX Text N

AutoCAD SHX Text O

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text S

AutoCAD SHX Text A

AutoCAD SHX Text O

AutoCAD SHX Text N

AutoCAD SHX Text F

AutoCAD SHX Text M

AutoCAD SHX Text J

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text L

AutoCAD SHX Text O

AutoCAD SHX Text N

AutoCAD SHX Text A

AutoCAD SHX Text N

AutoCAD SHX Text

DORCHESTER COUNTY, SOUTH CAROLINA

REVISIONS

G E

N E

R A

L N

O T

E S

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

DATE:

DRAWN:

SCALE:

04-09-2025

STL / bjs

1"=150'

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

G W

M M

E, S C

O N

-0

/1 2/

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

AutoCAD SHX Text

MAXIMUM SPACING = 6 FT.

AutoCAD SHX Text

FILTER FABRIC

AutoCAD SHX Text

BACKFILL TRENCH WITH COMPACTED EARTH

AutoCAD SHX Text

COMPACTED EARTH

AutoCAD SHX Text

COMPACTED EARTH

AutoCAD SHX Text

FILTER FABRIC

AutoCAD SHX Text

8-IN.

AutoCAD SHX Text

4-IN.

AutoCAD SHX Text

18-IN. (MINIMUM)

AutoCAD SHX Text

18-IN. (MINIMUM)

AutoCAD SHX Text

8-IN.

AutoCAD SHX Text

FILTER FABRIC

AutoCAD SHX Text

RUNOFF

AutoCAD SHX Text

RUNOFF

AutoCAD SHX Text

RUNOFF

AutoCAD SHX Text

18-IN. TO 24-IN.

AutoCAD SHX Text

BURY FABRIC

AutoCAD SHX Text

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

AutoCAD SHX Text

FILTER FABRIC

AutoCAD SHX Text

FILTER FABRIC

AutoCAD SHX Text

1.25 LB./LINEAR FT. STEEL POSTS

AutoCAD SHX Text

HEAVY DUTY PLASTIC TIE FOR STEEL POSTS

AutoCAD SHX Text

18-IN. TO 24-IN.

AutoCAD SHX Text

%%UDHEC-OCRM STANDARD EROSION CONTROL NOTES

AutoCAD SHX Text L

AutoCAD SHX Text C

AutoCAD SHX Text A

AutoCAD SHX Text R

AutoCAD SHX Text O

AutoCAD SHX Text S

AutoCAD SHX Text O

AutoCAD SHX Text U

AutoCAD SHX Text T

AutoCAD SHX Text H

AutoCAD SHX Text G

AutoCAD SHX Text I

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text T

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text No. 21599

AutoCAD SHX Text D

AutoCAD SHX Text I

AutoCAD SHX Text N

AutoCAD SHX Text A

AutoCAD SHX Text L

AutoCAD SHX Text R

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text I

AutoCAD SHX Text O

AutoCAD SHX Text N

AutoCAD SHX Text A

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text I

AutoCAD SHX Text G

AutoCAD SHX Text N

AutoCAD SHX Text O

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text S

AutoCAD SHX Text A

AutoCAD SHX Text O

AutoCAD SHX Text N

AutoCAD SHX Text F

AutoCAD SHX Text M

AutoCAD SHX Text J

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text L

AutoCAD SHX Text O

AutoCAD SHX Text N

AutoCAD SHX Text A

AutoCAD SHX Text N

AutoCAD SHX Text

DORCHESTER COUNTY, SOUTH CAROLINA

T R

O N

T R

O 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

DETAIL

Know what's below.

before you dig.Call SHEET

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

AutoCAD SHX Text

DATE: DRAWN: SCALE:

AutoCAD SHX Text

REVISIONS

AutoCAD SHX Text

235 DEMING WAY SUMMERVILLE, SC 29483 PHONE: (843) 832-0075 FAX: (843) 832-0073

AutoCAD SHX Text 04-09-2025 STL/bjs STL/bjs N.T.S.

AutoCAD SHX Text L

AutoCAD SHX Text C

AutoCAD SHX Text A

AutoCAD SHX Text R

AutoCAD SHX Text O

AutoCAD SHX Text S

AutoCAD SHX Text O

AutoCAD SHX Text U

AutoCAD SHX Text T

AutoCAD SHX Text H

AutoCAD SHX Text G

AutoCAD SHX Text I

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text T

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text No. 21599

AutoCAD SHX Text D

AutoCAD SHX Text I

AutoCAD SHX Text N

AutoCAD SHX Text A

AutoCAD SHX Text L

AutoCAD SHX Text R

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text I

AutoCAD SHX Text O

AutoCAD SHX Text N

AutoCAD SHX Text A

AutoCAD SHX Text P

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text I

AutoCAD SHX Text G

AutoCAD SHX Text N

AutoCAD SHX Text E

AutoCAD SHX Text O

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text S

AutoCAD SHX Text A

AutoCAD SHX Text O

AutoCAD SHX Text N

AutoCAD SHX Text F

AutoCAD SHX Text M

AutoCAD SHX Text J

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text L

AutoCAD SHX Text O

AutoCAD SHX Text N

AutoCAD SHX Text A

AutoCAD SHX Text N

AutoCAD SHX Text

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

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

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

DLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDL

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

SEWSEWSEWSEWSEWSEWSEWSEWSEWSEWSEWSEWSEWSEWSEWSEWSEWSEWSEWSEWSEWSEWSEWSEWSEWSEWSEWSEWSEWSEW

IE: 27.11'

IE: 27.12'

IE: 27.17'

IE: 26.85'

IE: 26.94'

IE: 27.18'

IE: 27.19'

IE: 27.52'

IE: 27.85'

IE: 27.86'

IE: 27.95'

IE: 28.03'

IE: 27.29'

IE: 27.03'

X X

OHPOHPOHPOHPOHP

OHP

IE: 27.51'IE: 27.22'

IE: 26.30'

IE: 25.80'IE: 26.35'

IE: 26.34'

IE: 24.70'

IE: 26.18' IE: 26.39'

IE: 26.33'

IE: 26.31'

IE: 26.48'

IE: 26.43'

IE: 26.80'

X X X X X X 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

TEL

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

2W 2W 2W 2W 2W 2W 2W 2W 2W

2W 2W

2W 2W w w w w w w w w w w w w w w w

8W 8W

8W8W8W8W8W8W8W8W8W

8W 8W

IE: 27.13'

IE: 27.53'

IE: 27.08'

IE: 28.76'

IE: 26.98'

IE: 27.17'

IE: 26.08'

IE: 25.94'

IE: 27.70'

IE: 27.64'SHEET 6

SHEET 4

PHASE 1 WATER LINE

PHASE 2 WATER LINE

PLUM BRANCH AVENUE 50' R/W

G R

VE AVEN

U E 50' R

12" GUM 18" PINE

24" PINE

24" O

18" M

APLE

3970 3970

3962 3958

T 1

CONNECT TO EXISITNG TAP AND

INSTALL NEW METERS IN ROAD

R/W (TYPICAL)

24" O

8" GATE VALVE

15" R

C P

15" R C

P 15" R

C P

15" R C

P 15" R

C P

15" R C

P 15" R

C P

15" R C

15" CMP 15" CMP

15" CMP15" RCP

15" RCP15" RCP15" RCP

15" R C

CAP & ABANDON 2" WATER LINE

IN PLACE (PHASE 1)

INSTALL 90° BEND AT PHASE 1 PIPE.

CONNECT TO EXISTING 2" MAIN

AFTER PERMIT TO OPERATE IS

ISSUED FOR PHASE 1.

REMOVE 8" CAP & CONNECT

PHASE 2, 8" WATERLINE TO

PHASE 1, 8" WATERLINE.

WATERLINE PHASE 2

WATERLINE PHASE 1

INSTALL A 2" VALVE BETWEEN THE

8"X2"TEE & THE 90° BEND40 HDD

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:

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

PHASE 1 WATERLINE IS

UNDER A DIFFERENT

CONTRACT.

PHASE 1 WATERLINE IS

UNDER A DIFFERENT

CONTRACT.

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

AutoCAD SHX Text S

AutoCAD SHX Text

DATE: DRAWN: SCALE:

AutoCAD SHX Text L

AutoCAD SHX Text C

AutoCAD SHX Text A

AutoCAD SHX Text R

AutoCAD SHX Text O

AutoCAD SHX Text S

AutoCAD SHX Text O

AutoCAD SHX Text U

AutoCAD SHX Text T

AutoCAD SHX Text H

AutoCAD SHX Text G

AutoCAD SHX Text I

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text T

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text No. 21599

AutoCAD SHX Text D

AutoCAD SHX Text I

AutoCAD SHX Text N

AutoCAD SHX Text A

AutoCAD SHX Text L

AutoCAD SHX Text R

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text I

AutoCAD SHX Text O

AutoCAD SHX Text N

AutoCAD SHX Text A

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text I

AutoCAD SHX Text G

AutoCAD SHX Text N

AutoCAD SHX Text O

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text S

AutoCAD SHX Text A

AutoCAD SHX Text O

AutoCAD SHX Text N

AutoCAD SHX Text F

AutoCAD SHX Text M

AutoCAD SHX Text J

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text L

AutoCAD SHX Text O

AutoCAD SHX Text N

AutoCAD SHX Text A

AutoCAD SHX Text N

AutoCAD SHX Text 04-23-2024 STL/bjs 1"=20'

AutoCAD SHX Text

AutoCAD SHX Text W

AutoCAD SHX Text

AutoCAD SHX Text D

AutoCAD SHX Text Y

AutoCAD SHX Text H

AutoCAD SHX Text

AutoCAD SHX Text D

AutoCAD SHX Text S

AutoCAD SHX Text H

AutoCAD SHX Text Y

AutoCAD SHX Text D

AutoCAD SHX Text

DORCHESTER COUNTY, SOUTH CAROLINA

DLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDL

L D

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

D L

L D

D L

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

SEWSEWSEWSEWSEWSEWSEWSEWSEWSEWSEWSEWSEWSEWSEWSEWSEWSEWSEWSEWSEWSEWSEWSEWSEWSEWSEWSEWSEWSEWSEW

SEW

OHP

IE: 26.54'

IE: 26.85'IE: 27.06'

IE: 26.75'IE: 26.68' IE: 26.44' IE: 26.62' IE: 26.23'

IE: 26.78'

IE: 26.76'IE: 26.97'IE: 26.45' IE: 26.72'

IE: 26.44'

IE: 26.57' IE: 26.73'

IE: 26.65'

IE: 26.60' IE: 26.67'

XXX

X X X X

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

O H

P O

H P

O H

P O

H P

O H

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

IE: 26.85'

IE: 26.83'

IE: 27.01'

IE: 26.74'

IE: 26.97'

IE: 27.09'

IE: 27.10'

IE: 27.06'

48" DBL O

X X

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

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

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

SEW

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

2W 2W 2W 2W 2W 2W 2W 2W 2W 2W 2W 2W 2W

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

8W 8W

8W8W8W8W8W8W8W8W8W8W8W8W

IE: 25.97'

IE: 26.11'

IE: 26.20'IE: 26.51'

IE: 25.84'

IE: 26.51'

IE: 26.28'

IE: 26.44'

IE: 27.13'

IE: 27.24'

D L

TAN

LEW

O D

D R

IVE 50' R

19" PINE20

" O

20" PALM

7228 3965

3972 3970

3962 3958

CONNECT TO EXISITNG TAP AND

INSTALL NEW METERS IN ROAD

R/W (TYPICAL)

15" C M

45 LF

INSTALL 8"X8"X8" TEE

8" GATE

VALVE

INSTALL HYDRANT ASSEMBLY

WITH 6" GATE VALVE

8" GATE VALVE

45° BEND

8" GATE VALVE

15" R C

18" R C

15" R C

WATER UNDER STORM DRAIN. MIN

1.5'

15" RCP

15" RCP 15" RCP 15" RCP 15" RCP 15" RCP

ALK

G E

15" RCP 15" RCP 15" RCP 15" RCP

8" H

EAD

ALL

IE:25.72

15" C

M P

12" H D

CRP.

YRTLE

2-45°

BEN

D S

2-45° BEN

REMOVE 8" CAP & CONNECT TO

EXISTING WATER MAIN.

WATERLINE PHASE 2

WATERLINE PHASE 1

WATERLINE PHASE 2

WATERLINE PHASE 1

IE:25.76

WATERLINE PHASE 2

WATERLINE PHASE 1

CONNECT TO EXISITNG TAP AND

INSTALL NEW METERS IN ROAD

R/W (TYPICAL)

DITCH

H D

SHEET 5

SHEET 8

DANDELION AVENUE 50' R/W

W O

' R /W

EXISTING 6" WATER LINES

TO BE CAPPED AND

ABANDONED IN PLACE

UPON PERMIT TO OPERATE

IS ISSUED.

INSTALL FIRE HYDRANT

& ASSEMBLY.

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'

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

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

AutoCAD SHX Text S

AutoCAD SHX Text

AutoCAD SHX Text H

AutoCAD SHX Text Y

AutoCAD SHX Text D

AutoCAD SHX Text H

AutoCAD SHX Text Y

AutoCAD SHX Text D

AutoCAD SHX Text

DATE: DRAWN: SCALE:

AutoCAD SHX Text L

AutoCAD SHX Text C

AutoCAD SHX Text A

AutoCAD SHX Text R

AutoCAD SHX Text O

AutoCAD SHX Text S

AutoCAD SHX Text O

AutoCAD SHX Text U

AutoCAD SHX Text T

AutoCAD SHX Text H

AutoCAD SHX Text G

AutoCAD SHX Text I

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text T

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text No. 21599

AutoCAD SHX Text D

AutoCAD SHX Text I

AutoCAD SHX Text N

AutoCAD SHX Text A

AutoCAD SHX Text L

AutoCAD SHX Text R

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text I

AutoCAD SHX Text O

AutoCAD SHX Text N

AutoCAD SHX Text A

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text I

AutoCAD SHX Text G

AutoCAD SHX Text N

AutoCAD SHX Text O

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text S

AutoCAD SHX Text A

AutoCAD SHX Text O

AutoCAD SHX Text N

AutoCAD SHX Text F

AutoCAD SHX Text M

AutoCAD SHX Text J

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text L

AutoCAD SHX Text O

AutoCAD SHX Text N

AutoCAD SHX Text A

AutoCAD SHX Text N

AutoCAD SHX Text 04-23-2024 STL/bjs 1"=20'

AutoCAD SHX Text

1. NOT ALL METERS WERE FOUND DURING THE FIELD SURVEY. ALL EXISTING 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 NEED TO 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 MINIMUM ALL NEW WATER LINES UNDER THE ROADWAY ARE TO HAVE A MINIMUM 48” COVER. ALL OTHER NEW WATER MAINS ARE TO HAVE A MINIMUM 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 LANE 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 A 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 AS 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

AutoCAD SHX Text W

AutoCAD SHX Text

AutoCAD SHX Text D

AutoCAD SHX Text S

AutoCAD SHX Text H

AutoCAD SHX Text Y

AutoCAD SHX Text D

AutoCAD SHX Text Y

AutoCAD SHX Text H

AutoCAD SHX Text

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

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

P O

H P

O H

DLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDL

D L

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 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

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

SEWSEWSEWSEWSEWSEWSEWSEWSEWSEWSEWSEWSEWSEWSEWSEWSEWSEWSEWSEWSEWSEWSEWSEW

IE: 27.95'

IE: 28.03'

IE: 28.06'

IE: 27.80'

IE: 27.99'

IE: 27.29'

IE: 27.03'

IE: 28.22'

IE: 27.85'

IE: 28.04'

IE: 28.06'

IE: 28.03'

IE: 27.46'

IE: 27.12'

IE: 27.17'

IE: 26.66'

IE: 26.69'

IE: 26.14'

IE: 26.60'

IE: 27.00'

IE: 27.21'

IE: 26.79'

X X

OHP OHP OHP OHP OHP

OHPOHPOHPOHPOHP

IE: 26.85'IE: 27.06'

IE: 26.75'IE: 26.68' IE: 26.44' IE: 26.62' IE: 26.23'

IE: 26.78'

IE: 26.76'IE: 26.97'IE: 26.45' IE: 26.72'

IE: 26.44'

IE: 26.57' IE: 26.73'

IE: 26.65'

IE: 26.60' IE: 26.67'

IE: 26.33'

IE: 27.13'IE: 26.73'

IE: 27.11'

XXX

X X X X

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

O H

P O

H P

O H

P O

H P

O H

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

IE: 27.01'

IE: 26.74'

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

2W 2W 2W 2W 2W 2W 2W 2W 2W 2W 2W 2W 2W 2W 2W 2W

2W 2W

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

8W 8W8W8W8W8W8W8W8W8W8W8W8W8W8W

8W 8W

IE: 25.55'

IE: 26.33'

IE: 26.20'

IE: 26.49'

IE: 26.32'

IE: 26.51'

IE: 25.84' IE: 26.31'

IE: 27.70'

IE: 27.64'

IE: 27.32'

IE: 26.56'

IE: 26.61'

SHEET 6

SHEET 4

SHEET 7

SHEET 6SH

EET 8

G R

VE AVEN

U E 50' R

18" M

APLE

TREE CLUSTER

8" TREE

19" PINE20

" O

20" PALM

3972 3970

3962 3958

39553959

3968 3960

T 1

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)

18" C M

INSTALL 8"X8"X8"

TEE

8" GATE VALVE

8" GATE

VALVE

HDD22.5° BENDS

INSTALL HYDRANT

ASSEMBLY WITH 6" GATE

VALVE

43 LF

INSTALL HYDRANT ASSEMBLY

WITH 6" GATE VALVE

8" GATE VALVE

15" R C

15" RCP 18" CMP

WATER UNDER STORM DRAIN. MIN

15" RCP

15" RCP 15" RCP 15" RCP 15" RCP 15" RCP 15" RCP 15" CMP

" R

C P

" R

C P

" R

C P

15" R C

P 15" R

C P

15" R C

P 15" R

C P

15" R C

P 15" R

C P

15" R C

P 15" R

C P

15" RCP 15" RCP 15" RCP 15" RCP

REMOVE 8" CAP & CONNECT TO

EXISTING WATER MAIN.

WATERLINE PHASE 2

WATERLINE PHASE 1

EET 7

CONNECT TO EXISITNG TAP AND

INSTALL NEW METERS IN ROAD

R/W (TYPICAL)

DITCH

8" GATE VALVE

DANDELION AVENUE 50' R/W

G R

VE AVE

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

3SC GRID

SCALE: 1" = 20'

40'0' 20'

NOTES:

WATER UNDER STORM DRAIN. MIN

1.5'

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

CONNECT TO EXISITNG TAP AND

INSTALL NEW METERS IN ROAD

R/W (TYPICAL)

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

AutoCAD SHX Text S

AutoCAD SHX Text H

AutoCAD SHX Text Y

AutoCAD SHX Text D

AutoCAD SHX Text

DATE: DRAWN: SCALE:

AutoCAD SHX Text L

AutoCAD SHX Text C

AutoCAD SHX Text A

AutoCAD SHX Text R

AutoCAD SHX Text O

AutoCAD SHX Text S

AutoCAD SHX Text O

AutoCAD SHX Text U

AutoCAD SHX Text T

AutoCAD SHX Text H

AutoCAD SHX Text G

AutoCAD SHX Text I

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text T

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text No. 21599

AutoCAD SHX Text D

AutoCAD SHX Text I

AutoCAD SHX Text N

AutoCAD SHX Text A

AutoCAD SHX Text L

AutoCAD SHX Text R

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text I

AutoCAD SHX Text O

AutoCAD SHX Text N

AutoCAD SHX Text A

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text I

AutoCAD SHX Text G

AutoCAD SHX Text N

AutoCAD SHX Text O

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text S

AutoCAD SHX Text A

AutoCAD SHX Text O

AutoCAD SHX Text N

AutoCAD SHX Text F

AutoCAD SHX Text M

AutoCAD SHX Text J

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text L

AutoCAD SHX Text O

AutoCAD SHX Text N

AutoCAD SHX Text A

AutoCAD SHX Text N

AutoCAD SHX Text 04-23-2024 STL/bjs 1"=20'

AutoCAD SHX Text

AutoCAD SHX Text W

AutoCAD SHX Text

AutoCAD SHX Text D

AutoCAD SHX Text S

AutoCAD SHX Text H

AutoCAD SHX Text Y

AutoCAD SHX Text D

AutoCAD SHX Text Y

AutoCAD SHX Text H

AutoCAD SHX Text

P O

H P

O H

P O

H P

D L

DLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDL

D L

DLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDL

D L

DLDLDL

D L

DL DL

D L

DLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDL

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

SEWSEWSEWSEWSEWSEWSEWSEWSEWSEWSEWSEWSEWSEWSEWSEWSEWSEWSEW

IE: 25.49'

IE: 26.79'

IE: 25.45'

IE: 26.92'

OHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHP

IE: 27.33'

IE: 27.45'IE: 27.49'

IE: 27.22'IE: 26.54'

IE: 27.12'

IE: 27.05'

IE: 27.23'

IE: 27.22'

IE: 26.87'

IE: 27.14'IE: 27.92'

IE: 27.35'IE: 27.33'

IE: 27.60'

IE: 28.01'

IE: 28.18'

IE: 28.26'

IE: 28.48'

IE: 28.38'

IE: 27.99'

X X X

X X

X X X X X X X

X X X X X X X X X X X X X X X X X

X X X X

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

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

OHP

OHP O

H P

O H

P O

H P

O H

SEW

T T

TEL

TELTELTELTELTELTELTEL

TEL

TELTELTELTELTELTELTELTELTELTELTEL

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

TEL TEL TEL TEL

TEL

2W 2W

2W 2W 2W 2W 2W 2W 2W 2W 2W 2W 2W 2W 2W 2W 2W 2W 2W

2W w w w w wwwwww w ww w ww w w

8W 8W

8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W

IE: 26.56' IE: 26.61'

IE: 26.97'

IE: 26.72' D

L D

SHEET 7

SHEET 6SH

EET 8

EET 7

3968 3960

396139633965

PERSIMMON AVENUE 50' R/W

CONNECT TO EXISITNG TAP AND

INSTALL NEW METERS IN ROAD

R/W (TYPICAL)

18" RCP

INSTALL 8"X8"X8" TEE

8" GATE VALVE

2-8" GATE VALVES

INSTALL 8"X6" REDUCER AND

HYDRANT ASSEMBLY WITH 6"

GATE VALVE

90° BEND90° BEND

HDD

H D

30 LF

42 LF

15" HDPE 12" RCP 15" RCP 15" RCP 15" RCP 15" RCP 15" RCP

15" RCP

8" PIPE

GRATE INLET

RIM: 28.11'

IE PIPE:26.69'

CONNECT TO EXISITNG TAP AND

INSTALL NEW METERS IN ROAD

R/W (TYPICAL)

8" PVC

GRATE

INLET

WATER UNDER STORM

DRAIN. MIN 1.5'

15" RCP15" RCP15" RCP

15" R C

12" RCP

FIG

EE AVEN

E (U N

PAVED

) 50' R

EET 7

PERSIMMON AVENUE 50' R/W

R O

VE AVE

METER WAS CHANGED OUT

03-2024. NOT FOUND WHEN

SURVEYED.

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:

WATERLINE PHASE

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

V:\Water and Sewer\Water and Sewer Projects\Stratton…

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 May 14, 2026.