Spanish_Moss_Trail_at_Ribaut_Plans-Bid_Set.pdf

PDF 29 MB Posted Apr 11, 2025

Attached to: Spanish Moss Trail Extension at Ribaut Road
Solicitation number: 051525
Issued by: Beaufort County, South Carolina

About this file

Written by GovTribe AI · Jul 1, 2025

These construction documents are for the Spanish Moss Trail at Ribaut Road project, prepared by Ward Edwards Engineering for Beaufort County and the Town of Port Royal, South Carolina. The project involves extending the Spanish Moss Trail approximately 1,150 feet south of Ribaut Road, with a planned Pedestrian Hybrid Beacon Signal installation. The permit set, dated 2/24/25, includes comprehensive site development plans covering site layout, erosion control, grading, drainage, and utility coordination. The project will be located along Ribaut Road, utilizing multiple tax parcels and involving coordination with multiple utility providers including Palmetto Electric, Dominion Energy, and BJWSA.

The project documents indicate a recreational property conversion from an existing railroad/utility corridor, with a total site area to be determined. The construction will require careful environmental management, including tree preservation, sediment and erosion control, and adherence to South Carolina Department of Transportation (SCDOT) standards. Key project stakeholders include Beaufort Jasper Water Sewer Authority as the property owner, with SHM Port Royal LLC as another property interest holder. The project will require detailed utility coordination, environmental permitting, and compliance with local and state regulations, including specific requirements for water and sewer line construction, tree protection, and stormwater management.

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Other files

File	Type	Posted
Spanish_Moss_Trail_Extension_at_Ribaut_Road_(Addendum_#1_Revision).pdf	PDF	Apr 29, 2025
Spanish_Moss_Trail-Tech_Specs.pdf	PDF	Apr 11, 2025
Ribaut_SMTrail_Pedestrian_Hybrid_Beacon_Plan.pdf	PDF	Apr 11, 2025
266067_SCDOT_Addl_Std_Provisions.pdf	PDF	Apr 11, 2025
SCDOT_Permit_-266067_Extension.pdf	PDF	Apr 11, 2025
Exhibit_4_-_Monthly_Compliance_Status_Report.pdf	PDF	Apr 11, 2025

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C001

Co ve r Sh ee t

N o.

De sc ri pt io n

Da te

Pl an

R ev is io ns

7 6 5 4 3 2 1 th is d oc um en t a nd a ll r ep ro du ci bl e co pi es o f th is d oc um en t a re t he p ro pe rt y of w a rd e dw a rd s, i nc r ep ro du ct io n or a lt er a ti on s of t hi s dr a w in g w it ho ut t he w ri tt en c on se nt o f w a rd e dw a rd s, i nc is n ot p er m it te d.

Be au fo rt

C o.

“R ib au t Ro ad P at hw ay S er vi ce s"

To w n of

P or t Ro ya l, S ou th C ar ol in a

Be au fo rt

C ou nt y

1, B

N A

-5

X (8

W W

W .W

O M

2/24/25

Pe rm it S et

N O

Project #:

Date:

Checked by:

110288I-Ph2 2/24/25

RDB

PRM

Vert. Datum:

Horiz. Datum:

NAVD88

NAD83

Pr ep ar ed f or

Site Development Plans for

Beaufort Co. –“Ribaut Road Pathway Services" Phase 2

Usage : Community

Town of Port Royal, South Carolina

Tax map #:R110 008 000 0632 0000

R113 010 000 0075 0000

911 street address:1313 13TH ST, (SC HWY 21)

GIS coord: N32° 23' 01", W80° 42' 07"

Vicinity Map (Not To Scale)

Schedule of Drawings DescriptionSht No.

Release Schedule DescriptionRel # Date

A. Released for Bidding 02-24-25 C001

C002

C003

C101

C201

C202

C301

C401

C402

C501

C502-C504

C601-C602

C603

Cover Sheet

Construction Notes

Sheet Index

Existing Conditions Plans

Initial Erosion Control, Clearing & Demolition Plans

Initial Erosion Control, Clearing & Demolition Details

Site Layout Plans

Intermediate & Final Erosion Control Plans

Intermediate & Final Erosion Control Details

Paving, Grading & Drainage Plans

Paving, Grading & Drainage Details

SCDOT Sight Distance Exhibit

SCDOT Details

Be au fo rt

C o.

“R ib au t Ro ad P at hw ay S er vi ce s"

P ro je ct

-X

Developer:

Brittanee Bishop Transportation Program Manager Beaufort County Engineering Office: 843-255-2692 Cell: 843-986-4078 Email: bcgov.brittanee.bishop@net

Not to Scale Geotechnical Engineer:

Conestoga-Rovers & Associates 843.815.5120

Land Surveyor:

Atlas Surveying 843.645.9277

Design Team

SITE

“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.”

SCDES-BCM Certification:

Utility Contacts:

Palmetto Electric 843-208-5512 1 Cooperative Way, Hardeeville, SC 29927 Dominion Energy 800-251-7234 PO Box 100255 Columbia, SC 29202

BJWSA 843-987-9200 6 Snake Road, Okatie, SC 29909

Hargray Communications 843-815-1675 PO Box 3380, Bluffton, SC 29910 Century Link 843-525-0044 2127 Boundary ST #16, Beaufort, SC 29902 Santee Cooper 843-761-8000 1 Riverwood Drive, Moncks Corner, SC 29461

Project Information

Source of Title:

Beaufort county register of deeds, deed book 3607 page 2615

Use:

Existing: Railroad/Utilities Proposed: Recreational

Property Owner:

Beaufort Jasper Water Sewer Authority 6 Snake Road Okatie, SC 29909 843-987-8100

SHM Port Royal llc 14785 Preston rd ste 975 Dallas, TX 75254

Surveyor:

Name: Jeremy W. Reeder

PLS #: 28139

Flood Zone:

"X"

Property Zoning:

T4 Neighborhood Center Open

Site Area:

Total: x.x acres Disturbed: x.x acres

SCDES-BCM Certification:

Contractor Note:

Contractor to obtain and become familiar with geotechnical report #_________prepared by_________.

All work must conform to project technical specifications for Beaufort County -"Ribaut Road Pathway Services” prepared by Ward Edwards Engineering. The contractor is responsible for obtaining a copy of the technical specifications if not provided with the drawings.

Permits

Permit Permit # Issued Expires

BJWSA

Fire Marshal

SCDES/MS4 Stormwater

SCDES Water

SCDES Wastewater

SCDOT Utility

SCDOT Driveway

Municipality Development

USACE Determination

USACE Permit

CVC

NPDES

Project Information Ac

ADT

ASPH

BEG

BOB

BOTT

BRG

B/C C C & G

CATV

CONST

CORR

DBI

DBL

DHV

DIA or D

DIP

e E

EGL

EL or ELEV

EMBK

ENGR

ESMT

EXIST

F & I

FES

FFE

FUT

GRD

H or HT

HDPE

HDWL

HORIZ

HWY

HYD

INSTL

LGTH

LOW

MES

MHW

Acre Average Daily Traffic Asphalt Begin Baseline Benchmark Bottom Of Bank Bottom Bearing Buried Telephone Back of Curb rate of Change in slope Curb and Gutter Cable Television Catch Basin Curb Inlet Clearance or Centerline Construction Correction Cubic Feet Cubic Yard Drainage Area Ditch Bottom Inlet Double Design Hourly Volume Drop Inlet Diameter Ductile Iron Pipe Ditch Superelevation East or External distance Existing Grade Line Elevation Embankment Engineer Equal Easement Endwall Existing Furnish and Install Flared End SECTION Finish Floor Elevation Fire Hydrant Force Main Foot or feet Future Grate Inlet Grade Height High Density Polyethylene Headwall Horizontal High Point HIghwater Highway Hydrant or hydraulic Inside Diameter Invert Elevation Inch Install Junction Box Linear Feet Length Limit Of Work Low Point Left Mitred End Section Manhole Mean High Water

NBR

NGVD

NIC

OHP

PAVT

PCC

PERF

PGE

PGL

PRC

PRCST

PVC

PVI

Q R R or RAD

RCP

RDWY

REQ or REQD

R/W S

SAHM

SAN

SBR

SED

SHW

SSMH

STA

SUBGR

SUR

SW or SWK

TCE

TEL

TEMP

TOB

TYP

UNDDR

UTIL

VERT

WWF

Mechanical Joint North North Bound Roadway Normal Crown National Geodetic Vertical Datum Not In Contract Outside Diameter Overhead Overhead Power Pavement Point of Curvature Point of Compound Curvature Perforated Profile Grade Profile Grade Elevation Profile Grade Line Point of Intersection Property LINE

Point of Rotation Point of Reverse Curvature Precast Point of Tangency Polyvinyl Chloride Point of Vertical Intersection Peak discharge or flow volume (cfs) Rate of change in elevation Radius Reinforced Concrete Pipe Roadway Required Right Right Of Way Speed or South or Slope Sand-asphalt hot mix Sanitary Square Foot or Silt Fence Square Yard South Bound Roadway Storm sewer Sediment Seasonal High Water Sanitary Sewer Sanitary Sewer Manhole Station Subgrade Survey Sidewalk Top of Curb Temporary Construction Easement Telephone Temperature or temporary Top of Grate Top of Bank Top of Pavement Top of Sidewalk Typical Underdrain Underground Underground Electric Underground Telephone Utilities Vertical Width or West Water Line Water Main Water Table or weight Water Valve Welded Wire Fabric Yard Inlet

STANDARD

ABBREVIATIONS

Tree Protection - Town of Port Royal

1. All trees having a trunk diameter of 8-inches (dbh) or larger, and specimen trees must be preserved unless specifically approved for removal in accordance with the Town of Port Royal code of ordinances and indicated on the plans to be removed.

2. Prior to commencing any clearing or construction operations on the site, the contractor shall erect tree protection barriers around each tree or group of trees designated for preservation in accordance with the details on the plans.

3. A tree protection zone shall be established as shown on the approved site development plans for each existing tree designated for preservation. The minimum tree protection zone is a circular area centered on the tree and having a radius of the greater of 5-ft. or one-half foot per inch dbh (diameter at breast height). The size or configuration of the tree protection zone may be modified only upon approval by the Town of Port Royal or the engineer.

4. The area within the tree protection zone must remain open and unpaved. No change of grade will be allowed within the tree protection zone except for a 2-inch cut or 2-inch fill of topsoil, sod or mulch, unless otherwise indicated on the plans. Any activity within the tree protection zone is subject to approval by the Town of Port Royal or the engineer. The following activities are prohibited within the tree protection zone, unless otherwise shown on the plans:

A. PLacement or storage of any soil, debris, oils, fuel, paints, building materials or any other materials.

B. Burning C. Vehicle parking D. Paving E. Trenching for utilities

5. Where it is necessary for machinery and equipment to pass within the tree protection zone, approval must be obtained from the engineer. Special measures will be required to protect the roots from excessive compaction.

6. The contractor is responsible for obtaining all tree removal permits and for coordinating all inspections required by Town of Port Royal in connection with tree preservation and removal activities during construction.

Sequence of Construction Activities Estimated Start Date: XX-XX-XX Estimated Completion Date: XX-XX-XX

Water and Sewer Line Construction:

1. All water and sewer line construction shall conform to applicable state and Beaufort Jasper Water and Sewer Authority (BJWSA) requirements, standards and specifications.

2. BJWSA will be responsible for inspection and approval of all water and sewer system construction and for acceptance for operation and maintenance.

3. All utilities shown are approximate locations. The contractor is responsible for notification of all utility owners and for field verification of both horizontal and vertical locations prior to commencing construction. Any damages to existing utilities due to this construction shall be the responsibility of the contractor.

4. Notify the project engineer, if conflicts with existing structures require that proposed utilities be relocated.

5. The contractor must notify BJWSA forty-eight (48) hours prior to any construction, inspection or testing of the water distribution system.

6. Pipe, fittings, valves and appurtenances for water and sewer lines shall all be in accordance with the requirements contained in the BJWSA technical specifications.

7. Installation of water and sewer lines and appurtenances shall be in accordance with the BJWSA standard construction details and specifications.

8. Contractor shall install mechanical restraints on all bends, plugs and tees, 2" or larger, on waterlines and sanitary sewer force mains.

9. All water mains shall be sterilized and pressure tested in accordance with BJWSA specifications.

10. Separation of water mains and sewers:

A. Parallel installation: unless otherwise specifically shown in a special detail on the plans, install water mains at least 10-ft. horizontally from any existing or proposed sanitary sewer or sanitary sewer force main, the distance being measured in a horizontal plane between the outside surfaces of the pipes.

B. Crossings: unless otherwise specifically shown in a special detail on the plans, install water lines crossing sanitary sewers or sanitary sewer force mains to provide a minimum vertical separation of 18-inches between the outside surfaces of the pipes. This shall be the case whether the water line is above or below the sanitary sewer line. Whenever possible locate the water line above the sewer line. Where a new water line crosses a new sewer line, place a full length of ductile iron pipe for water line at the crossing with pipe positioned so that the joints are as far as possible from the point of crossing. Where a new water line crosses an existing sewer line, place one full length of ductile iron pipe water line so that the joints are as far from the point of crossing as possible.

11. The contractor shall cut and patch existing pavement as required for the installation of utility lines.

12. Sanitary manhole rim grades shown are approximate. Adjust rim elevations to be flush with finished grade.

13. The contractor under this contract shall not make any connections to the existing water or sanitary sewer systems unless expressly authorized to do so by the BJWSA. All water and sewer improvements under this contract must be constructed complete, tested, inspected and approved by the BJWSA before any authorization to connect will be given. Coordination of testing, inspection and connections with the BJWSA is the responsibility of the contractor under this contract.

14. All water mains shall be installed with thirty-six inches (36") minimum cover (from finished grade). Maximum depth shall be five feet (5'). where water mains may conflict with other utilities, the water main crossing shall be constructed with ductile iron pipe, mechanical joint 45-deg. bends and mechanical restraints.

General Notes:

1. Boundary information provided by An as-built tree and topographic survey of a portion of ribaut road, dated 09/30/20, by Atlas Surveying llc.

2. Topographic data provided by Atlas Surveying llc., dated 09/30/20.

3. Approximate location of certain existing underground utility lines and structures are shown on the plans for information only. Additional underground lines or structures may exist that are not shown. Call South Carolina 811 at 811 or 1-888-721-7877 between the hours of 7:00 am and 7:00 pm Monday thru Friday at least three working days before commencing construction. Request underground utilities to be located and marked within and near the construction site.

4. Comply with "South Carolina Underground Facility Damage Prevention Act (effective June 7, 2012). Notification of Intent to excavate may be given by calling the toll free number: 1-800-922-0983.

5. Protect bench marks and property monuments from damage during construction operations. Replace any bench marks or monuments damaged or destroyed as a result of contractor's operations, at no cost to the owner, by a licensed surveyor in the state of South Carolina.

6. Off-street parking for the contractor's employees and authorized visitors to the site must be provided and maintained throughout construction.

7. The contractor is responsible for adhering to weight limits prescribed for all public roads when hauling equipment and materials to and from the project site. Damages to existing pavement due to the contractor's construction operations or improper transportation of materials and equipment shall be the responsibility of the contractor.

8. At least one driving lane on public roads shall remain open to traffic at all times. Traffic lanes will only be closed with the express written consent of the agency having jurisdiction over the roadway. Notify agency having jurisdiction at least 5 days before closing any driving lanes to traffic. Provide traffic control devices, signs and flagmen as required to ensure public safety.

9. Contractor shall coordinate demolition, clearing and construction of improvements to minimize interference with vehicular and pedestrian traffic and with operations of existing facilities.

Site Grading and Drainage:

1. All utilities shown are approximate locations. The contractor shall be responsible for providing 72-hour notice to all respective utility companies for field verification of existing utilities prior to construction. Any damages to existing utilities due to this construction shall be the responsibility of the contractor.

2. Temporary control of storm water drainage shall be the responsibility of the contractor. Sequencing and construction techniques shall prevent obstruction of storm sewers, ponding in traffic areas or rising of water levels which would enter adjacent buildings or structures.

3. Full width of street and road rights-of-way must be cleared and graded as shown in the details on the drawings.

4. Subgrade preparation: top soil shall be removed from paved areas to a minimum depth as recommended in the project's geotechnical report. All excavation shall be to subgrade limits.

5. All utility pipe lines, conduits and sleeves under paved areas must be in place prior to completion of the roadway subgrade compaction.

6. Finish grading shall include the placement of topsoil over all unpaved areas not occupied by buildings or structures and fine grading around buildings, adjacent to walks, curbs, gutters and structures to assure positive drainage.

Work on South Carolina Department of Transportation Right-of-Way:

1. Contractor shall review and comply with all conditions and special provisions contained in the SCDOT encroachment permit(s) issued for this project.

2. Contractor to refer to the most current edition of the SCDOT standard drawings.

3. Contractor is responsible for submitting construction notification form (48 hour minimum) and coordination of all work within SCDOT rights-of-way with the local and/or district SCDOT engineering representative.

4. Contractor is responsible for preparing and submitting a traffic control plan to SCDOT for approval minimum 48 hours prior to conducting work in the right-of-way. All traffic control plans shall conform to current MUTCD and current SCDOT guidelines and specifications.

5. All signage, pavement markings, and markers shall conform to current MUTCD guidelines and current SCDOT standard specifications and drawings.

6. All paving and drainage construction shall conform to current SCDOT standard specifications and drawings.

7. All pavement markings in SCDOT right-of-way shall be thermoplastic and conform to current MUTCD guidelines and current SCDOT standard specifications and drawings.

8. Removal of pavement markings shall conform to current SCDOT standard specifications for highway construction section 609.4.1.2.

BJWSA Utility As-Built Survey Requirements

1. Contractor shall provide engineer with electronic file of surveyed utility as-built points. point descriptions shall be clear and understandable.

2. Contractor shall also provide corresponding redline drawing to supplement or clarify electronic file content.

3. Contractor shall schedule surveyor to be present during installation in order to obtain accurate information on underground fittings and sanitary/storm crossing elevations. Multiple surveyor mobilizations may be needed. If surveyor is not present during installation, contractor shall ensure surveyor has access to all utility components listed in these notes.

4. Contractor's surveyor shall be a professional land surveyor licensed in South Carolina. Contractor's surveyor will review and sign the bjwsa certification on the utility as-built drawing prepared by engineer upon completion.

5. Utility as-built points shall be based upon the SC NAD83 coordinate system and the elevations shall be based upon the same vertical datum used in the engineering plans.

6. As built survey shall include, but not necessarily be limited to, the following:

a. GRAVITY SEWER

i. Manhole locations, frame elevation, all invert elevations

ii. Cleanout locations, ground elevation, invert elevation

iii. Points for permanent visible structures nearby manholes and cleanouts for reference (pavement, buildings, manholes, catch basins, power poles, or property corners) b.FORCE MAIN

i. Elevation on top of force main connection to manhole or force main manifold

ii. Air release valves

iii. Simple force main alignments on 100 lf increments

iv. Arcs, bends on 50 lf increments

c. WATER

i. Horizontal and vertical location of all valves, bends, tees, and storm/sanitary crossing points (for as-built separation calculations)

ii. Fire hydrants

iii. Concrete markers, connections to existing lines, backflow preventors, air release valves

iv. Points for permanent visible structures near water system elements described above for reference (pavement, buildings, manholes, catch basins, power poles, or property corners). two surveyed reference point locations are required for each fitting.

d.PUMP STATIONS

i. Complete layout of pump station

ii. Manhole locations, frame elevation, all invert elevations

iii. Fencing & gates, control panel

iv. Top of slab (incl. brass benchmark) & bottom of wetwell

v. Influent line invert

vi. Float levels (pump off, pump on, lead/lag, both pumps on, high water)

vii. Property corners, yard hydrant, light pole, discharge piping/valves viii.Bypass pump

ix. Electrical power service from meter to transformer

Dry Utility Conduits for Electric, Telephone and Cable TV:

1. All dry utility conduit ends shall be capped and marked with a steel rebar stake imbedded one (1) foot below ground surface.

2. 48" Minimum bury depth for all electrical conduits.

3. Maintain minimum 12" vertical clearance when crossing water, sewer, and storm drain lines.

4. Maintain minimum 18" horizontal clearance when paralleling water, sewer and storm drain lines.

5. Extend conduit beyond pavement, curb, and sidewalks.

6. The contractor shall be responsible for coordination of the installation of all utility service connections. Refer to approved building plans for the exact location of all service connections. The contractor must install all conduits, as shown on the plans or as required by respective utility companies. The contractor shall be responsible to ensure strict compliance with all applicable codes and regulations with regards to the installation of utilities and conduit.

7. Locations shown on the plans for proposed dry utility conduits are approximate only. All dimensioning and staking should be based on economical and practical construction. The contractor shall be responsible for coordination with the respective utility representatives, prior to any conduit installation.

8. Transformer pads shall be located as directed by the respective utility representative. The contractor shall be responsible for compliance with applicable code requirements.

9. Notify the engineer if conflicts with existing or proposed structures require proposed utilities be relocated.

SCDES/BCM Sediment and Erosion Control Standard Notes (Revised Dec-2012):

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

2. Stabilization measures shall be initiated as soon as practicable in portions of the site where construction activities have temporarily or permanently ceased, but in no case more than fourteen (14) days after work has ceased, except as stated below.

A. Where stabilization by the 14th day is precluded by 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.

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

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

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

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

7. Residential subdivisions require erosion control features for infrastructure as well as for individual lot construction. Individual property owners shall follow these plans during construction or obtain approval of an individual plan in accordance with s.c reg. 72-300 et seq. and scr100000.

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

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

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

11. A copy of the SWPPP, inspections records, and rainfall data must be retained at the construction site or a nearby location easily accessible during normal business hours, from the date of commencement of construction activities to the date that final stabilization is reached.

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

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

14. Minimize the discharge of pollutants from equipment and vehicle washing, wheel wash water, and other wash waters. Wash waters must be treated in a sediment basin or alternative control that provides equivalent or better treatment prior to discharge.

15. Minimize the discharge of pollutants from dewatering of trenches and excavated areas. These discharges are to be routed through appropriate BMPs (sediment basin, filter bag, etc.).

16. The following discharges from sites are prohibited:

A. Wastewater from washout of concrete, unless managed by an appropriate control.

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

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

D. Soaps or solvents used in vehicle and equipment washing.

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

18. If existing BMPs need to be modified or if additional BMPs are necessary to comply with the requirements of this permit and/or SC's water quality standards, implementation must be completed before the next storm event whenever practicable. If implementation before the next storm event is impracticable, the situation must be documented in the SWPPP and alternative BMPS must be implemented as soon as reasonably possible.

19. A pre-construction conference must be held for each construction site with an approved on-site SWPPP prior to the implementation of construction activities.

For non-linear projects that disturb 10 acres or more this conference must be held on-site unless the department has approved otherwise.

Site Clearing and Demolition:

1. No clearing shall occur within designated buffer zones, tree protection zones, outside of the property lines or beyond the clearing limits unless otherwise specifically shown on the plans.

2. Only those trees designated on the drawings for removal are to be removed as part of the site clearing operations.

3. The contractor shall install a continuous line of flagging or fencing along the limits of clearing prior to commencing any clearing, demolition, or construction work on the project.

4. Exercise caution during clearing operations to avoid felling trees into designated tree protection zones.

5. No burning will be allowed within 50 feet of a tree protection zone or tree drip line. Contractor shall coordinate any burning operations with local jurisdiction and fire departments.

6. Selective clearing areas shall be cleared of all brush and understory growth.

Items must occur in the order listed; items cannot occur concurrently unless specifically noted.

Phase 1: (Initial)

1. Receive NPDES coverage from SCDES.

2. Hold pre-construction meeting.

3. Notify SCDES EQC regional office or BCM office 48 hours prior to beginning land-disturbing activities.

4. Installation of construction entrance.

5. Clearing & grubbing only as necessary for installation of perimeter controls.

6. Installation of perimeter controls (e.g. silt fence).

7. Install tree protection.

8. Install inlet protection.

9. Install sediment tubes.

10. Clearing & grubbing only in areas of basin.

Phases 2 & 3: (Intermediate & Final)

11. Installation of basin and installation of diversions to those structures (outlet structures must be completely installed as shown on the details before proceeding to next step; areas draining to these structures cannot be disturbed until the structures & diversions to the structures are completely installed). Install surface dewatering skimmer prior to moving to next step.

12. Clearing & grubbing of site or demolition (sediment & erosion control measures for these areas must already be installed).

13. Rough grading.

14. Installation of storm drain system and placement of inlet protection as each inlet is installed.

15. Install all required utilities and curbing.

16. Fine grading, paving, etc.

17. Place topsoil & establish finish grades.

18. Permeable pavers shall be laid when all heavy construction is completed.

19. Clean-out of detention basins that were used as sediment control structures and re-grading of detention pond bottoms; if necessary, modification of sediment basin riser to convert to detention basin outlet structure.

20. Install permanent seeding.

21. Flush any sediment from storm sewer pipes and inlets.

22. Removal of temporary sediment & erosion control measures (including skimmer) after entire area draining to the structure is finally stabilized (the department recommends that the project owner / operator have the SWPPP preparer or registration equivalent approve the removal of temporary structures).

23. Perform as-built surveys of all detention structures and submit to SCDES or MS4 for acceptance.

24. Submit notice of termination (NOT) to SCDES as appropriate.

· NOTE: Perform weekly site inspections during land disturbing activities and make recommendations for additional BMPs or maintenance of existing BMPs

· NOTE: All pumped dewatering shall be performed using an appropriately sized pumped water filter bag.

NOTES:

1. Gate valves shown for graphical purposes only. Contractor to place all valves at 18" from tee. see BJWSA detail G-15.

2. Contractor to provide 18" of separation between tapping saddles for all water laterals.

3. See construction notes sheet for BJWSA as-built survey requirements

C002

Co ns tr uc ti on

N ot es N o.

De sc ri pt io n Da te

Pl an

R ev is io ns

Be au fo rt

C o.

“R ib au t Ro ad P at hw ay S er vi ce s"

To w n of

P or t Ro ya l, S ou th C ar ol in a

Be au fo rt

C ou nt y

1, B

N A

-5

X (8

W W

W .W

O M

2/24/25

Pe rm it S et

N O

Project #:

Date:

Checked by:

110288I-Ph2 2/24/25

RDB

PRM

Vert. Datum:

Horiz. Datum:

NAVD88

NAD83

Pr ep ar ed f or

Not to Scale

N/F

TODD BRADLEY

LENORA DRIVE 50' R/W

BERKELEY CIRCLE 50' R/W

DRAYTO

N DRIVE 50' R/W

N/F

THE TOWN OF

PORT ROYAL

N/F

MICHAEL & THERESA ROSSI

N/F

TINA FRIPP

N/F

PHILLIPS BERKELEY

N/F

BENJAM

IN G

ESEY

BER

KELEY C

LE 50' R

N/F

ELISABETH

HARDEN

N/F

DUKES REAL ESTATE CO

PANY

N/F

CAROLINA REALTY

OF THE LOW COUNTRY

N/F

GET OUTDOORS

N/F

AM VETS POST #7

N/F

GREY GHOST PROPERTIES, LLC.

NO RECORDS FOUND

FOR THIS PROPERTY

RIBAUT ROAD 75' R/W

LAN

E 20' R /W

N /F

O N

Y IN

FAN

N /F

SALLY & M

AEL ALTM

N /F

KATH

LEEN

BAR

N /F

Y APPR

AISAL &

T, IN

N /F

ISLAN

H O

W N

S ASSO

IATIO

, IN

N /F

C H

ISTO

& SABR

A JTR

N /F

AS & KAR

N /F

G R

AYSO

KIR

KSEY

N /F

AVID

FAR

N /F

AXEL & AR

IS N

VAEZ

N /F

TER

ESA LO

N G

N /F

KEY & LAU

A AR

N /F

PAU

L M

ELLER

N /F

SPAN

ISH

M O

SS TR

AIL

N /F

SPAN

ISH

M O

SS TR

AIL

N /F

W U

LF H

S, LLC

N/F

303 ASSOCIATES, LLC.

N/F

303 ASSOCIATES, LLC.

N /F

ITC

ELL G

IFFITH

N /F

ATTH

SIBLEY

N /F

JAM

ES PASSAN

TE & SU

SAN

N /F

AEL N

ASH

JTR

O S

N /F

AS PIC

KER

G N

KEN

ETH

PBELL

N/F

SEA ISLAND RENTALS, INC.

N/F

LOHR PROPERTIES, LLC.

N /F

SPAN

ISH

M O

SS TR

AIL

N /F

SPAN

ISH

M O

SS TR

AIL

N/F

303 ASSOCIATES, LLC.

N/F

303 ASSOCIATES, LLC.

N/F

303 ASSOCIATES, LLC.

N/F

303 ASSOCIATES, LLC.

N/F

SHM

RT RO

YAL, LLC.

N/F

ELISABETH HARDEN

N/F

PENDER BRO

THERS

INVESTM

ENTS, LLC.

N/F

SHM

RT RO

YAL, LLC.

RITTER CIRCLE 40' R/W

N/F

GREY GHOST PROPERTIES, LLC.

RIBAUT ROAD 75' R/W

N/F

FAIRBANKS PHILIP L

N/F

LUIKEY RICHARD P LUIKEY KELLEY K

N/F

CHARLES ELLIOTT FRIEDMAN

REVOCABLE TRUST

N/F

BARBER BRYNN

N/F

PINCKNEY PATRICIA A

SHEET 01 BOTTOM

SHEET 01 TOP

Sh ee t In de x

N o.

De sc ri pt io n

Da te

Pl an

R ev is io ns

Be au fo rt

C o.

“R ib au t Ro ad P at hw ay S er vi ce s"

To w n of

P or t Ro ya l, S ou th C ar ol in a

Be au fo rt

C ou nt y

1, B

N A

-5

X (8

W W

W .W

O M

2/24/25

Pe rm it S et

N O

Project #:

Date:

Checked by:

110288I-Ph2 2/24/25

RDB

PRM

Vert. Datum:

Horiz. Datum:

NAVD88

NAD83

Pr ep ar ed f or

C003

2001000

Feet

BENJAMIN GESEY

N/F

ELISABETH

HARDEN

N/F

DUKES REAL ESTATE COMPANY

N/FISLAND PINES

HOMEOWNERS ASSOCIATION, INC.

N/FCHRISTOPHER MINK

& SABRINA JTROS

N/FTHOMAS & KAREN KNIGHT

N/FGRAYSON KIRKSEY

N/FDAVID FARRIOR

N/F

SPANISH MOSS TRAIL

N/F

SHM PORT ROYAL, LLC.

N/F

ELISABETH HARDEN

N/F

PENDER BROTHERS

INVESTMENTS, LLC.

N/F

SHM PORT ROYAL, LLC.

R O

5' R

RIT

R C

CLE

' R /W

N/F

FAIRBANKS PHILIP L

N/F

LUIKEY RICHARD P LUIKEY KELLEY K

N/F

CHARLES ELLIOTT FRIEDMAN

REVOCABLE TRUST

N/F

BARBER BRYNN

N/F

PINCKNEY PATRICIA A

60300 Feet

Ex is ti ng

C on di ti on s

Pl an

N o.

De sc ri pt io n

Da te

Pl an

R ev is io ns

Be au fo rt

C o.

“R ib au t Ro ad P at hw ay S er vi ce s"

To w n of

P or t Ro ya l, S ou th C ar ol in a

Be au fo rt

C ou nt y

1, B

N A

-5

X (8

W W

W .W

O M

2/24/25

Pe rm it S et

N O

Project #:

Date:

Checked by:

110288I-Ph2 2/24/25

RDB

PRM

Vert. Datum:

Horiz. Datum:

NAVD88

NAD83

Pr ep ar ed f or

C101

N/F

ELISABETH

HARDEN

N/F

DUKES REAL ESTATE COMPANY

N/FISLAND PINES

HOMEOWNERS ASSOCIATION, INC.

N/FCHRISTOPHER MINK

& SABRINA JTROS

N/FTHOMAS & KAREN KNIGHT

N/FGRAYSON KIRKSEY

N/FDAVID FARRIOR

N/F

SPANISH MOSS TRAIL

N/F

SHM PORT ROYAL, LLC.

N/F

ELISABETH HARDEN

N/F

PENDER BROTHERS

INVESTMENTS, LLC.

N/F

SHM PORT ROYAL, LLC.

R O

5' R

RIT

R C

CLE

' R /W

N/F

FAIRBANKS PHILIP L

N/F

LUIKEY RICHARD P LUIKEY KELLEY K

N/F

CHARLES ELLIOTT FRIEDMAN

REVOCABLE TRUST

N/F

BARBER BRYNN

N/F

PINCKNEY PATRICIA A

60300 Feet

In it ia l E ro si on C on tr ol

Cl ea ri ng

D em ol it io n Pl an N o.

De sc ri pt io n Da te

Pl an

R ev is io ns

Be au fo rt

C o.

“R ib au t Ro ad P at hw ay S er vi ce s"

To w n of

P or t Ro ya l, S ou th C ar ol in a

Be au fo rt

C ou nt y

1, B

N A

-5

X (8

W W

W .W

O M

2/24/25

Pe rm it S et

N O

Project #:

Date:

Checked by:

110288I-Ph2 2/24/25

RDB

PRM

Vert. Datum:

Horiz. Datum:

NAVD88

NAD83

Pr ep ar ed f or

C201

FLAT-BOTTOM TRENCH DETAIL

V-SHAPED TRENCH DETAIL

SILT FENCE INSTALLATION

STANDARD DRAWING NO.

South Carolina Department of Health and Environmental Control

PLAN SYMBOL

DATE

South Carolina Department of Health and Environmental Control

CONSTRUCTION ENTRANCE

South Carolina Department of Health and Environmental Control

PUBLIC ROAD

SIZESPECIFICATION

PLAN SYMBOL

DATE

South Carolina Department of Health and Environmental Control

CONSTRUCTION ENTRANCE

TREE PROTECTION FENCE

DETAIL #02915-008

DUST CONTROL ON DISTURBED AREAS

South Carolina Department of Health and Environmental Control

Type E

PLAN SYMBOL

South Carolina Department of Health and Environmental Control

Type E

C202

In it ia l E ro si on C on tr ol

Cl ea ri ng

D em ol it io n D et ai ls N o.

De sc ri pt io n Da te

Pl an

R ev is io ns

Be au fo rt

C o.

“R ib au t Ro ad P at hw ay S er vi ce s"

To w n of

P or t Ro ya l, S ou th C ar ol in a

Be au fo rt

C ou nt y

1, B

N A

-5

X (8

W W

W .W

O M

2/24/25

Pe rm it S et

N O

Project #:

Date:

Checked by:

110288I-Ph2 2/24/25

RDB

PRM

Vert. Datum:

Horiz. Datum:

NAVD88

NAD83

Pr ep ar ed f or

N/F

ELISABETH

HARDEN

N/F

DUKES REAL ESTATE COMPANY

N/FISLAND PINES

HOMEOWNERS ASSOCIATION, INC.

N/FCHRISTOPHER MINK

& SABRINA JTROS

N/FTHOMAS & KAREN KNIGHT

N/FGRAYSON KIRKSEY

N/FDAVID FARRIOR

N/F

SPANISH MOSS TRAIL

N/F

SHM PORT ROYAL, LLC.

N/F

ELISABETH HARDEN

N/F

PENDER BROTHERS

INVESTMENTS, LLC.

N/F

SHM PORT ROYAL, LLC.

R O

5' R

RIT

R C

CLE

' R /W

N/F

FAIRBANKS PHILIP L

N/F

LUIKEY RICHARD P LUIKEY KELLEY K

N/F

CHARLES ELLIOTT FRIEDMAN

REVOCABLE TRUST

N/F

BARBER BRYNN

N/F

PINCKNEY PATRICIA A

60300 Feet

Si te

L ay ou t

Pl an

N o.

De sc ri pt io n

Da te

Pl an

R ev is io ns

Be au fo rt

C o.

“R ib au t Ro ad P at hw ay S er vi ce s"

To w n of

P or t Ro ya l, S ou th C ar ol in a

Be au fo rt

C ou nt y

1, B

N A

-5

X (8

W W

W .W

O M

2/24/25

Pe rm it S et

N O

Project #:

Date:

Checked by:

110288I-Ph2 2/24/25

RDB

PRM

Vert. Datum:

Horiz. Datum:

NAVD88

NAD83

Pr ep ar ed f or

C301

N/F

ELISABETH

HARDEN

N/F

DUKES REAL ESTATE COMPANY

N/FISLAND PINES

HOMEOWNERS ASSOCIATION, INC.

N/FCHRISTOPHER MINK

& SABRINA JTROS

N/FTHOMAS & KAREN KNIGHT

N/FGRAYSON KIRKSEY

N/FDAVID FARRIOR

N/F

SPANISH MOSS TRAIL

N/F

SHM PORT ROYAL, LLC.

N/F

ELISABETH HARDEN

N/F

PENDER BROTHERS

INVESTMENTS, LLC.

N/F

SHM PORT ROYAL, LLC.

R O

5' R

RIT

R C

CLE

' R /W

N/F

FAIRBANKS PHILIP L

N/F

LUIKEY RICHARD P LUIKEY KELLEY K

N/F

CHARLES ELLIOTT FRIEDMAN

REVOCABLE TRUST

N/F

BARBER BRYNN

N/F

PINCKNEY PATRICIA A

60300 Feet

In te rm ed ia te

F in al

Er os io n

Co nt ro l P la n

N o.

De sc ri pt io n

Da te

Pl an

R ev is io ns

Be au fo rt

C o.

“R ib au t Ro ad P at hw ay S er vi ce s"

To w n of

P or t Ro ya l, S ou th C ar ol in a

Be au fo rt

C ou nt y

1, B

N A

-5

X (8

W W

W .W

O M

2/24/25

Pe rm it S et

N O

Project #:

Date:

Checked by:

110288I-Ph2 2/24/25

RDB

PRM

Vert. Datum:

Horiz. Datum:

NAVD88

NAD83

Pr ep ar ed f or

C401

South Carolina Department of Health and Environmental Control

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

PLAN SYMBOL

South Carolina Department of Health and Environmental Control

TEMPORARY SEEDING - COASTAL

DETAIL 02370-011

PERMANENT SEEDING - COASTAL

DETAIL 02370-010

South Carolina Department of Health and Environmental Control

Type A

South Carolina Department of Health and Environmental Control

POST INSTALLATION DETAIL FILTER FABRIC INSTALLATION

DETAIL

FILTER FABRIC BURIAL DETAIL

Type A

PLAN SYMBOL

South Carolina Department of Health and Environmental Control

CONCRETE WASHOUT

CONCRETE WASHOUT SIGN DETAIL

EXCAVATED PIT CONCRETE WASHOUT

SECTION B-B

NOT TO SCALE

SECTION A-A

NOT TO SCALE

PLAN

TYPE "EXCAVATED PIT"

CONCRETE

WASHOUT

C402

In te rm ed ia te

F in al

Er os io n

Co nt ro l D et ai ls N o.

De sc ri pt io n Da te

Pl an

R ev is io ns

Be au fo rt

C o.

“R ib au t Ro ad P at hw ay S er vi ce s"

To w n of

P or t Ro ya l, S ou th C ar ol in a

Be au fo rt

C ou nt y

1, B

N A

-5

X (8

W W

W .W

O M

2/24/25

Pe rm it S et

N O

Project #:

Date:

Checked by:

110288I-Ph2 2/24/25

RDB

PRM

Vert. Datum:

Horiz. Datum:

NAVD88

NAD83

Pr ep ar ed f or

N/F

ELISABETH

HARDEN

N/F

DUKES REAL ESTATE COMPANY

N/FISLAND PINES

HOMEOWNERS ASSOCIATION, INC.

N/FCHRISTOPHER MINK

& SABRINA JTROS

N/FTHOMAS & KAREN KNIGHT

N/FGRAYSON KIRKSEY

N/FDAVID FARRIOR

N/F

SPANISH MOSS TRAIL

N/F

SHM PORT ROYAL, LLC.

N/F

ELISABETH HARDEN

N/F

PENDER BROTHERS

INVESTMENTS, LLC.

N/F

SHM PORT ROYAL, LLC.

R O

5' R

RIT

R C

CLE

' R /W

N/F

FAIRBANKS PHILIP L

N/F

LUIKEY RICHARD P LUIKEY KELLEY K

N/F

CHARLES ELLIOTT FRIEDMAN

REVOCABLE TRUST

N/F

BARBER BRYNN

N/F

PINCKNEY PATRICIA A

60300 Feet

Pa vi ng

G ra di ng

D ra in ag e

Pl an

N o.

De sc ri pt io n

Da te

Pl an

R ev is io ns

Be au fo rt

C o.

“R ib au t Ro ad P at hw ay S er vi ce s"

To w n of

P or t Ro ya l, S ou th C ar ol in a

Be au fo rt

C ou nt y

1, B

N A

-5

X (8

W W

W .W

O M

2/24/25

Pe rm it S et

N O

Project #:

Date:

Checked by:

110288I-Ph2 2/24/25

RDB

PRM

Vert. Datum:

Horiz. Datum:

NAVD88

NAD83

Pr ep ar ed f or

C501

EXPANSION JOINTS AND SCORING LINES

DETAIL 03300-007A C502

Pa vi ng

G ra di ng

D ra in ag e

D et ai ls

N o.

De sc ri pt io n

Da te

Pl an

R ev is io ns

Be au fo rt

C o.

“R ib au t Ro ad P at hw ay S er vi ce s"

To w n of

P or t Ro ya l, S ou th C ar ol in a

Be au fo rt

C ou nt y

1, B

N A

-5

X (8

W W

W .W

O M

2/24/25

Pe rm it S et

N O

Project #:

Date:

Checked by:

110288I-Ph2 2/24/25

RDB

PRM

Vert. Datum:

Horiz. Datum:

NAVD88

NAD83

Pr ep ar ed f or

C503

Pa vi ng

G ra di ng

D ra in ag e

D et ai ls

N o.

De sc ri pt io n

Da te

Pl an

R ev is io ns

Be au fo rt

C o.

“R ib au t Ro ad P at hw ay S er vi ce s"

To w n of

P or t Ro ya l, S ou th C ar ol in a

Be au fo rt

C ou nt y

1, B

N A

-5

X (8

W W

W .W

O M

2/24/25

Pe rm it S et

N O

Project #:

Date:

Checked by:

110288I-Ph2 2/24/25

RDB

PRM

Vert. Datum:

Horiz. Datum:

NAVD88

NAD83

Pr ep ar ed f or

TYPICAL ROAD CROSSING DETAIL

NOT TO SCALE

PLAN

15" RCP OUTLET PIPE

C B

ELEVATION B

INVERT ELEVATION OF 6" RECTANGULAR WEIR = 20.00

NOTES:

1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000

PSI.

2. WHERE UNSTABLE FOUNDATION MATERIAL IS ENCOUNTERED, EXCAVATE TO

DEPTH AS DIRECTED BY THE ENGINEER AND BACK FILL WITH ACCEPTABLE SOIL

MATERIAL OR STONE.

3. ALUMINUM GRATING SHALL BE DESIGNED TO SUPPORT A UNIFORM LIVE LOAD

OF 100 LBS. PER SQ. FT. WHEN SPANNING THE DIRECTION INDICATED. BEARING

BARS SHALL BE PLACED NO MORE THAN 1

16" ON CENTER. CROSS BARS SHALL

BE PLACED AT 4" ON CENTER.

DETAIL D

9" 9"

MIN 24"X24" ALUM BAR GRATING

(SEE NOTES)

ALUM GRATING

ALUM FRAME

B E A R

G B

A R S

PRECAST CONCRETE STRUCTURE

THAT SHALL CONFORM WITH

ASTM C478 C913

15" RCP OUTLET PIPE

SUBGRADE TO BE COMPACTED TO 95%

MAXIMUM DRY DENSITY AT OPTIMUM

MOISTURE CONTENT

TOP OF BOX ELEVATION = 21.50

ELEVATION C

OUTLET CONTROL STRUCTURE

DETAIL 02630-031

PRECAST CONCRETE STRUCTURE

THAT SHALL CONFORM WITH

ASTM C478 C913

ELEVATION E

PROPOSED 15" RCP OUTLET PIPE

INV. ELEV.

18.42

EXISTING DITCH

TOP OF BANK ELEV. = ±24.0

W E

PRECAST BOX

TOTAL:

(1) 24" X 24" HORIZONTAL RECTANGULAR WEIR

(1) 12" X 12" VERTICAL RECTANGULAR WEIR

(1) 6" X 6" VERTICAL RECTANGULAR WEIR

(1) 15" RCP OUTLET PIPE

INV. ELEV.

18.42

TOP OF BOX ELEVATION = 21.50

#57 STONE WRAPPED IN

FILTER FABRIC, 6" MIN.

THICKNESS OR AS DIRECTED

BY THE ENGINEER.

BOT. OF EXISTING DITCH ELEVATION = 20.00

INVERT ELEVATION OF 6" RECTANGULAR WEIR = 20.00

INVERT ELEVATION OF 12" RECTANGULAR WEIR = 20.50

EMBEDMENT DETAIL FOR REINFORCED CONCRETE PIPEmodifications to existing utility manhole

HEAVY DUTY ASPHALT PAVING SECTION

ASPHALT PAVING SECTION

DETAIL 02740-016 C504

Pa vi ng

G ra di ng

D ra in ag e

D et ai ls

N o.

De sc ri pt io n

Da te

Pl an

R ev is io ns

Be au fo rt

C o.

“R ib au t Ro ad P at hw ay S er vi ce s"

To w n of

P or t Ro ya l, S ou th C ar ol in a

Be au fo rt

C ou nt y

1, B

N A

-5

X (8

W W

W .W

O M

2/24/25

Pe rm it S et

N O

Project #:

Date:

Checked by:

110288I-Ph2 2/24/25

RDB

PRM

Vert. Datum:

Horiz. Datum:

NAVD88

NAD83

Pr ep ar ed f or

LENORA DRIVE 50' R/W

BERKELEY CIRCLE 50' R/W

DRAYTO

N DRIVE 50' R/W

N/F

THE TOWN OF

PORT ROYAL

N/F

MICHAEL & THERESA ROSSI

N/F

TINA FRIPP

N/F

PHILLIPS BERKELEY

N/F

BENJAM

IN G

ESEY

BER

KELEY C

LE 50' R

N/F

ELISABETH

HARDEN

N/F

DUKES REAL ESTATE CO

PANY

N/F

CAROLINA REALTY

OF THE LOW COUNTRY

N/F

GET OUTDOORS

N/F

AM VETS POST #7

RIBAUT ROAD 75' R/W

LAN

E 20' R /W

N /F

O N

Y IN

FAN

N /F

SALLY & M

AEL ALTM

N /F

KATH

LEEN

BAR

N /F

Y APPR

AISAL &

T, IN

N /F

ISLAN

H O

W N

S ASSO

IATIO

, IN

N /F

C H

ISTO

& SABR

A JTR

N /F

AS & KAR

N /F

G R

AYSO

KIR

KSEY

N /F

AVID

FAR

N /F

AXEL & AR

IS N

VAEZ

N /F

TER

ESA LO

N G

N /F

KEY & LAU

A AR

N /F

PAU

L M

ELLER

N /F

SPAN

ISH

M O

SS TR

AIL

N /F

SPAN

ISH

M O

SS TR

AIL

N /F

W U

LF H

S, LLC

N/F

303 ASSOCIATES, LLC.

N/F

303 ASSOCIATES, LLC.

N /F

ITC

ELL G

IFFITH

N /F

ATTH

SIBLEY

N /F

JAM

ES PASSAN

TE & SU

SAN

A M

AEL N

ASH

JTR

N/F

303 ASSOCIATES, LLC.

N/F

SHM

RT RO

YAL, LLC.

N/F

ELISABETH HARDEN

N/F

PENDER BRO

THERS

INVESTM

ENTS, LLC.

N/F

SHM

RT RO

YAL, LLC.

RIBAUT ROAD 75' R/W

T S ig ht

D is ta nc e Ex hi bi t N o.

De sc ri pt io n Da te

Pl an

R ev is io ns

Be au fo rt

C o.

“R ib au t Ro ad P at hw ay S er vi ce s"

To w n of

P or t Ro ya l, S ou th C ar ol in a

Be au fo rt

C ou nt y

1, B

N A

-5

X (8

W W

W .W

O M

2/24/25

Pe rm it S et

N O

Project #:

Date:

Checked by:

110288I-Ph2 2/24/25

RDB

PRM

Vert. Datum:

Horiz. Datum:

NAVD88

NAD83

Pr ep ar ed f or

C601

100500

LENORA DRIVE 50' R/W

BERKELEY CIRCLE 50' R/W

DRAYTO

N DRIVE 50' R/W

N/F

THE TOWN OF

PORT ROYAL

N/F

MICHAEL & THERESA ROSSI

N/F

TINA FRIPP

N/F

PHILLIPS BERKELEY

N/F

BENJAM

IN G

ESEY

BER

KELEY C

LE 50' R

N/F

ELISABETH

HARDEN

N/F

DUKES REAL ESTATE CO

PANY

N/F

CAROLINA REALTY

OF THE LOW COUNTRY

N/F

GET OUTDOORS

N/F

AM VETS POST #7

RIBAUT ROAD 75' R/W

LAN

E 20' R /W

N /F

O N

Y IN

FAN

N /F

SALLY & M

AEL ALTM

N /F

KATH

LEEN

BAR

N /F

Y APPR

AISAL &

T, IN

N /F

ISLAN

H O

W N

S ASSO

IATIO

, IN

N /F

C H

ISTO

& SABR

A JTR

N /F

AS & KAR

N /F

G R

AYSO

KIR

KSEY

N /F

AVID

FAR

N /F

AXEL & AR

IS N

VAEZ

N /F

TER

ESA LO

N G

N /F

KEY & LAU

A AR

N /F

PAU

L M

ELLER

N /F

SPAN

ISH

M O

SS TR

AIL

N /F

SPAN

ISH

M O

SS TR

AIL

N /F

W U

LF H

S, LLC

N/F

303 ASSOCIATES, LLC.

N/F

303 ASSOCIATES, LLC.

N /F

ITC

ELL G

IFFITH

N /F

ATTH

SIBLEY

N /F

JAM

ES PASSAN

TE & SU

SAN

A M

AEL N

ASH

JTR

N/F

303 ASSOCIATES, LLC.

N/F

SHM

RT RO

YAL, LLC.

N/F

ELISABETH HARDEN

N/F

PENDER BRO

THERS

INVESTM

ENTS, LLC.

N/F

SHM

RT RO

YAL, LLC.

RIBAUT ROAD 75' R/W

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D is ta nc e Ex hi bi t N o.

De sc ri pt io n Da te

Pl an

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