DPR-002733-2021_-_Approved_Site_Plans.pdf

PDF 22 MB Posted Nov 25, 2025

Attached to: Ford's Shell Ring
Solicitation number: 011426
Issued by: Barnwell County, South Carolina

About this file

Written by GovTribe AI · Dec 3, 2025

This is a set of approved site plans prepared by Cranston Engineering Group for Beaufort County, South Carolina, and the Town of Hilton Head Island for the Ford's Shell Ring project located at 273 Squire Pope Road in Hilton Head, South Carolina. The project involves site development and improvement work including construction of a seven-space parking lot with concrete curbing and pavement, installation of a new 15-inch reinforced concrete pipe culvert with asphalt driveway apron, earthen walking trails, split-rail fencing, entrance and emergency/maintenance gates, entrance signage, and interpretive signage (to be installed by the County). The project encompasses approximately 6.909 gross acres on tax map parcel R511 003 000 0222 0000, with a disturbed area of 0.70 acres. Proposed site improvements include 288 square feet of concrete impervious area, 4,418 square feet of gravel impervious area, one ADA-compliant parking space with appropriate signage and striping, and comprehensive erosion and sediment control measures. The development is zoned PR (Public Recreation) with COR overlay designation and has been approved by Beaufort County, the Town of Hilton Head, and DHEC-OCRM as of August 1, 2025.

The site plans include detailed civil design drawings addressing drainage and grading, stormwater pollution prevention, and site details with specifications for construction entrance requirements, silt fencing, tree protection, and erosion control best management practices. The project requires contractors to submit a Low Impact Development construction plan for review and approval, coordinate all clearing activities with owner and engineer staff, and implement extensive measures to protect potentially sensitive archaeological areas by limiting excavations. All disturbed areas must be stabilized within fourteen days using specified temporary and permanent seeding regimens. Construction must comply with South Carolina Department of Transportation standards and specifications, SCDOT encroachment permit No. C00575, Town of Hilton Head specifications, and Hilton Head Public Service District requirements. Water quality treatment requirements include providing 1,184 cubic feet of stormwater quality volume against a requirement of 588 cubic feet. The contractor is responsible for all utility locates, dust control, waste disposal, traffic control, and erosion management, with daily inspections and maintenance of all sediment and erosion control devices required throughout construction and until final site stabilization is achieved.

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Other files

File	Type	Posted
Ford's_Shell_Ring_(Addendum_#1_Revision).pdf	PDF	Dec 15, 2025
Ford's_Shell_Ring.pdf	PDF	Dec 3, 2025
2021-0236_Bid_Form.xlsx	XLSX spreadsheet	Nov 25, 2025
Exhibit_4_-_Monthly_Compliance_Status_Report.pdf	PDF	Nov 25, 2025

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SQUIRE POPE ROAD (66' ROW)

PREPARED BY

BM-1

PERMIT PLANS FOR

PREPARED FOR

C1.0

FORDS SHELL RING

BEAUFORT COUNTY, SC

LOCATION MAP

N.T.S.

SITE

PROJECT DATA:

08/20/2025

BENCHMARK DATA

NAME DESCRIPTION ELEVATION

BM-1 NAIL IN 19" PINE 9.59' - (NAVD88)

BENCHMARK DATA:

VICINITY MAP

N.T.S.

BM-2

BM-2 NAIL IN 21" PINE 8.64' - (NAVD88)

Sheet List Table Sheet Number Sheet Title

C1.0 TITLE SHEET

C1.1 GENERAL NOTES & LEGEND

C2.0 EXISTING CONDITIONS SURVEY

C2.1 EXISTING CONDITIONS SURVEY

C3.0 DEMO & SWPP PLAN

C3.1 SWPPP DETAILS

C4.0 SITE IMPROVEMENTS PLAN

C5.0 DRAINAGE & GRADING PLAN

C6.0 SITE DETAILS

C6.1 SITE DETAILS

C7.0 SCDOT ENCROACHMENT PLAN

NO. C00575

UTH CAROLINA

C E

T IFICA TE OF A UTHORIZ

A T

Cranston Engineering

Group NO.39320SO

H CAROL I N A

OFESSIONAL

Y A N D. SHERID

A N

LIC

ENG

EER

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EL.:

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BENCHMARK

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NAIL IN 21" LO

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DATUM: NAVD 88

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EL.:

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BENCHMARK

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NAIL IN 19" PINE

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DATUM: NAVD 88

AutoCAD SHX Text G:\PROJECTS\2021\2021-0236_FORD SHELL RING LID CIVIL DESIGN\AA - DRAWINGS\CIVIL\2021-0236 CIVIL PLAN SET.DWG 9/3/2025 2:40 PM 9/3/2025 2:40 PM9/3/2025 2:40 PM

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AutoCAD SHX Text S C A L E I N F E E T

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AutoCAD SHX Text 2021-0236

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100 RIBAUT RD BEAUFORT, SC 29902

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1. OWNER/DEVELOPER: OWNER/DEVELOPER: BEAUFORT COUNTY, SC 100 RIBAUT ROAD, ROOM 115 BEAUFORT, SC 29901 PHONE: 843.255.2152 843.255.2152 24 HOUR CONTACT: NAME:STEFANIE NAGID STEFANIE NAGID PHONE:843.255.2152 843.255.2152 2. TAX MAP & PARCEL NUMBERS: R511 003 000 0222 0000 TAX MAP & PARCEL NUMBERS: R511 003 000 0222 0000 R511 003 000 0222 0000 3. ZONING DISTRICT: PR ZONING DISTRICT: PR PR 4. OVERLAY DISTRICT: COR OVERLAY DISTRICT: COR COR 5. EXISTING LAND USE: UNDEVELOPED EXISTING LAND USE: UNDEVELOPED UNDEVELOPED 6. PROPOSED LAND USE: PUBLIC PARK PROPOSED LAND USE: PUBLIC PARK PUBLIC PARK 7. GROSS SITE ACRES: 6.909 ACRES GROSS SITE ACRES: 6.909 ACRES 6.909 ACRES 6.909 ACRES ACRES 8. NET SITE ACRES: 6.909 ACRES NET SITE ACRES: 6.909 ACRES 6.909 ACRES ACRES 9. DISTURBED AREA: 0.70 ACRES DISTURBED AREA: 0.70 ACRES 0.70 ACRES 10. ALLOWED TOTAL DENSITY: 6,000 GFA/AC = 41,454 SQUARE FEET ALLOWED TOTAL DENSITY: 6,000 GFA/AC = 41,454 SQUARE FEET 6,000 GFA/AC = 41,454 SQUARE FEET 11. EXISTING BUILDING SQUARE FOOTAGE: 0 SQUARE FEET EXISTING BUILDING SQUARE FOOTAGE: 0 SQUARE FEET 0 SQUARE FEET 12. PROPOSED BUILDING SQUARE FOOTAGE: 0 SQUARE FEET PROPOSED BUILDING SQUARE FOOTAGE: 0 SQUARE FEET 0 SQUARE FEET 13. TOTAL SQUARE FOOTAGE: 0 SQUARE FEET TOTAL SQUARE FOOTAGE: 0 SQUARE FEET 0 SQUARE FEET 14. MAXIMUM BUILDING HEIGHT ALLOWED: 35 FEET MAXIMUM BUILDING HEIGHT ALLOWED: 35 FEET 35 FEET 15. PROPOSED BUILDING HEIGHT: N/A PROPOSED BUILDING HEIGHT: N/A N/A 16. MAXIMUM ALLOWED IMPERVIOUS AREA AND PERCENTAGE: MAXIMUM ALLOWED IMPERVIOUS AREA AND PERCENTAGE: 135,426 SQUARE FEET (45%) 17. CURRENT IMPERVIOUS AREA AND PERCENTAGE: 0 SQUARE FEET (0%) CURRENT IMPERVIOUS AREA AND PERCENTAGE: 0 SQUARE FEET (0%) 0 SQUARE FEET (0%) SQUARE FEET (0%) 18. PROPOSED IMPERVIOUS AREA AND PERCENTAGE: 288 SQUARE FEET (0.096%) CONCRETE PROPOSED IMPERVIOUS AREA AND PERCENTAGE: 288 SQUARE FEET (0.096%) CONCRETE 288 SQUARE FEET (0.096%) CONCRETE SQUARE FEET (0.096%) CONCRETE 4,418 SQUARE FEET (1.47%) GRAVEL 19. MINIMUM NUMBER OF PARKING SPACES REQUIRED: VARIABLE PER SEC 16-5-107.D.2 MINIMUM NUMBER OF PARKING SPACES REQUIRED: VARIABLE PER SEC 16-5-107.D.2 VARIABLE PER SEC 16-5-107.D.2 20. EXISTING NUMBER OF PARKING SPACES ON SITE: 0 EXISTING NUMBER OF PARKING SPACES ON SITE: 0 0 21. PROPOSED NUMBER OF PARKING SPACES ON SITE: 7 PROPOSED NUMBER OF PARKING SPACES ON SITE: 7 7 22. NUMBER OF ADA PARKING SPACES REQUIRED: 1 NUMBER OF ADA PARKING SPACES REQUIRED: 1 1 23. PROPOSED ADA PARKING SPACES PROVIDED: 1 PROPOSED ADA PARKING SPACES PROVIDED: 1 1 24. RECEIVING STREAM: SKULL CREEK RECEIVING STREAM: SKULL CREEK SKULL CREEK 25. ULTIMATE STREAM: PORT ROYAL SOUND ULTIMATE STREAM: PORT ROYAL SOUND PORT ROYAL SOUND 26. WATER QUALITY VOLUME REQUIRED: 588 CF (1.5" OVER IMPERVIOUS AREA) WATER QUALITY VOLUME REQUIRED: 588 CF (1.5" OVER IMPERVIOUS AREA) 588 CF (1.5" OVER IMPERVIOUS AREA) 27. WATER QUALITY VOLUME PROVIDED: 1,184 CF WATER QUALITY VOLUME PROVIDED: 1,184 CF 1,184 CF

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1. COORDINATE SYSTEM IS STATE PLANE NAD 1983. COORDINATE SYSTEM IS STATE PLANE NAD 1983. 2. ALL DISTANCES SHOWN ARE GROUND.ALL DISTANCES SHOWN ARE GROUND.

AutoCAD SHX Text "I HAVE PLACED MY SIGNATURE AND SEAL ON THE DESIGN DOCUMENTS SUBMITTED SIGNIFYING THAT I ACCEPT RESPONSIBILITY FOR THE DESIGN OF THE SYSTEM. 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."

AutoCAD SHX Text THE INTENT OF THIS PROJECT IS MINIMIZE IMPACT TO POTENTIALLY SENSITIVE ARCHEOLOGICAL AREAS BY LIMITING EXCAVATIONS TO THE MAXIMUM EXTENT PRACTICABLE. CONTRACTOR SHALL SUBMIT LOW IMPACT DEVELOPMENT CONSTRUCTION PLAN WITH BID FOR REVIEW AND APPROVAL BY BEAUFORT COUNTY, TOWN OF HILTON HEAD AND ENGINEER.

AutoCAD SHX Text 08/01/2025

MichaelC Approved

NO.39320SO

H CAROL I N A

OFESSIONAL

Y A N D. SHERID

LIC

ENG

EER

NO. C00575

UTH CAROLINA

C E

T IFICA TE OF A UTHORIZ

A T

Cranston Engineering

Group

C1.1

F O

R D

S S

H E

L L

G E

N E

R A

L N

O T

E S

E G

E N

LEGEND TREE LEGEND

GENERAL CONSTRUCTION NOTES:

UTILITIES:

GENERAL NOTES:

GENERAL EXISTING CONDITIONS & SURVEY NOTES:

GENERAL EROSION CONTROL NOTES:

GENERAL UTILITIES NOTES:

GENERAL TRAFFIC CONTROL NOTES:

PROJECT MANAGER

ENGINEER OF RECORD

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REV #

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DATE

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DESCRIPTION

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APPROVED BY:

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SCALE:

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DATE:

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DRAWN BY:

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CHECKED BY:

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AutoCAD SHX Text G:\PROJECTS\2021\2021-0236_FORD SHELL RING LID CIVIL DESIGN\AA - DRAWINGS\CIVIL\2021-0236 CIVIL PLAN SET.DWG 9/3/2025 2:40 PM 9/3/2025 2:40 PM9/3/2025 2:40 PM

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NO SCALE

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AutoCAD SHX Text 2021-0236

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NLS

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RDS

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WTD

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MAJOR CONTOUR (EXISTING)

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MINOR CONTOUR (EXISTING)

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MAJOR CONTOUR (PROPOSED)

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MINOR CONTOUR (PROPOSED)

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EXISTING BUILDING

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EXISTING UNDERGROUND POWER

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EXISTING OVERHEAD POWER

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PROPOSED UNDERGROUND POWER

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PROPOSED OVERHEAD POWER

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EXISTING UNDERGROUND TELEPHONE

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PROPOSED UNDERGROUND TELEPHONE

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PROPOSED OVERHEAD TELEPHONE

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EXISTING UNDERGROUND CABLE

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PROPOSED UNDERGROUND CABLE

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EXISTING FIBEROPTIC

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PROPOSED FIBEROPTIC

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EXISTING GAS

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PROPOSED GAS

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EXISTING WATER

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PROPOSED WATER

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EXISTING SANITARY SEWER

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SILT FENCE

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PROPOSED BUILDING

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EXISTING UTILITY POLE

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EXISTING STRAIN POLE

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EXISTING MANHOLE

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EXISTING FIRE HYDRANT

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EXISTING WATER VALVE

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PROPOSED WATER GATE VALVE

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EXISTING IRRIGATION VALVE

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EXISTING WATER METER

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PROPOSED WATER METER

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PROPOSED REDUCER

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EXISTING POST INDICATOR

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EXISTING SANITARY TAP

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EXISTING SANITARY CLEAN OUT

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EXISTING LIGHT POLE

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EXISTING ELECTRIC LIGHT

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BOLLARD

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CLEAN OUT

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CHILLED WATER

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DUCTILE IRON PIPE

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DOUBLE WING TRAP

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GUY POLE

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GAS VALVE

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HOOD BACK TRAP

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IRRIGATION CONTROL VALVE

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INVERT ELEVATION

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POWER POLE

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REINFORCED CONCRETE PIPE

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REDUCED PRESSURE ZONE BACKFLOW PREVETER

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POWER OUTLET

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DIP

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DWT

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HBT

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ICV

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IE=

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RCP

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RPZ

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GUY WIRE

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GUY

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FIBEROPTIC MONUMENT

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FOM

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CORRUGATED METAL PIPE

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CMP

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CORRUGATED PLASTIC PIPE

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CPP

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MONITORING WELL

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LIGHT POLE

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GAS METER

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POLYVINYLCHLORIDE PIPE

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PVC

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EXISTING BOUNDARY

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EXISTING ADJOINER

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PERMANENT EASEMENT

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TEMPORARY EASEMENT

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EDGE OF WATER

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TREE LINE

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PROPOSED CONCRETE AND/OR PAVING

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EXISTING ASPHALT PAVING

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EXISTING GRAVEL PAVING OR RIP-RAP

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EXISTING OVERHEAD TELEPHONE

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25' BUFFER

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EXISTING BRICK PAVING

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PROPOSED BRICK PAVING

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PROPOSED SANITARY GATE VALVE

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BORING

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BENCHMARK

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BM-#

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PROPOSED SANITARY VALVE

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ENVIRONMENTALLY SENSITIVE AREA

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ORANGE BARRIER FENCE OR C-POP SILT FENCE

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DROP INLET

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EXISTING GAS METER

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PROPOSED POST INDICATOR

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CONCRETE PAD

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ELECTRICAL BOX

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EBX

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ELECTRICAL OUTLET

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FIRE HYDRANT

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OPEN TOP FOUND

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OTF

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GRATE TRAP

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SANITARY SEWER

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SAN

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FENCE: EXISTING

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FENCE: EXISTING CHAINLINK

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FENCE: PROPOSED

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FENCE: PROPOSED CHAINLINK

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FENCE: EXISTING STONE

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FENCE: PROPOSED STONE

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FENCE: EXISTING WIRE

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FENCE: PROPOSED WIRE

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EXISTING GUARDRAIL

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PROPOSED SANITARY SEWER

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AIR CONDITIONER

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ACP

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STORM DRAIN

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TRAFFIC SIGNAL BOX

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TSB

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MAIL BOX

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TRAFFIC SIGNAL POLE

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TSP

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TRUNCATED DOME

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TRAFFIC SIGNAL CABINET

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TSC

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POWER METER

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SPRINKLER HEAD

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EXISTING OVERHEAD UTILITY (UNSPECIFIED)

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SINGLE WING TRAP

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SWT

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TELEPHONE PEDESTAL

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BACKFLOW PREVENTER

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BFP

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CONCRETE DUMPSTER PAD

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CDP

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TELEPHONE PULLBOX

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TPB

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STORM BOX

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STBX

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ELECTRICAL FEED

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FIBEROPTIC BOX

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FOBX

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FOUNTAIN

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FIBEROPTIC PULLBOX

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FOPB

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WATER METER

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WATER VALVE

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WATER VALVE BOX

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WVB

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WATER VAULT

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WVLT

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GAS VENT PIPE

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GVP

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FLAG POLE

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ASH

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BIRCH

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CAMELLIA

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CHINABERRY

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CBR

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CYPRESS

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CYP

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DOGWOOD (FLOWERING)

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CRAPE MYRTLE

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ASH

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GINKO BILOBA

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GUM

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HICKORY

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GBL

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GUM

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MAG

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HOLLY

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SOUTHERN MAGNOLIA

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HACKBERRY

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HKB

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FRUIT TREE

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PALMETTO

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PECAN

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SUB

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POPLAR

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PEAR

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SUGARBERRY

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PINE

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MAPLE

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TALLOW TREE

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UNKNOWN TREE TYPE

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WAX MYRTLE

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TREE

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WAX

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SYCAMORE

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SYC

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SWEETGUM

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MULTI-TRUNK

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MULTI

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JAPANESE MAPLE

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JAP

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CEDAR

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CHERRY

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PERSIMMON

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PERS

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CHINESE PISTACHIO

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CHP

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ERC

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EASTERN RED CEDAR

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JAPANESE HOLLY

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JPH

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OAK

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OAK

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1. ALL STRUCTURES, TREES AND SHRUBS WHICH ARE WITHIN THE DESIGNATED CONSTRUCTION EASEMENT, BUT OUTSIDE THE LIMITS OF ALL STRUCTURES, TREES AND SHRUBS WHICH ARE WITHIN THE DESIGNATED CONSTRUCTION EASEMENT, BUT OUTSIDE THE LIMITS OF CONSTRUCTION SHALL NOT BE DISTURBED UNLESS OTHERWISE INSTRUCTED BY THE ENGINEER. 2. UNSUITABLE AND SURPLUS EXCAVATION MATERIAL NOT REQUIRED FOR FILL SHALL BE DISPOSED OF OFFSITE. UNSUITABLE AND SURPLUS EXCAVATION MATERIAL NOT REQUIRED FOR FILL SHALL BE DISPOSED OF OFFSITE. 3. CONTRACTOR IS TO CLEAN ALL STORM WATER INLETS AND PIPE AT THE COMPLETION OF CONSTRUCTION TO REMOVE ANY SILT AND CONTRACTOR IS TO CLEAN ALL STORM WATER INLETS AND PIPE AT THE COMPLETION OF CONSTRUCTION TO REMOVE ANY SILT AND DEBRIS. THE CLEANING OF DROP INLETS, CULVERTS, AND PIPES (EXISTING AND PROPOSED) SHALL BE CONSIDERED INCIDENTAL TO THE PROJECT, NO ADDITIONAL PAYMENT WILL BE MADE THEREFOR. 4. ANY DAMAGE TO THE SIDE STREETS DUE TO CONSTRUCTION ACTIVITY SHALL BE REPAIRED IN AN EXPEDIENT MANNER AT THE ANY DAMAGE TO THE SIDE STREETS DUE TO CONSTRUCTION ACTIVITY SHALL BE REPAIRED IN AN EXPEDIENT MANNER AT THE CONTRACTOR'S EXPENSE. 5. PER LMO 16 2 103.P, THIS PROJECT SHALL OBTAIN APPROVAL OF A CERTIFICATE OF COMPLIANCE (C OF C) PRIOR TO THE ACTUAL PER LMO 16 2 103.P, THIS PROJECT SHALL OBTAIN APPROVAL OF A CERTIFICATE OF COMPLIANCE (C OF C) PRIOR TO THE ACTUAL OCCUPANCY OR USE OF THE SITE OR STRUCTURE. WHEN THE SITE WORK IS COMPLETE, SUBMIT A CERTIFICATE OF COMPLIANCE APPLICATION AND ALL REQUIRED ITEMS TO XXX AT XXX@hiltonheadislandsc.gov. PLEASE ALLOW FOR TWO FULL BUSINESS DAYS FOR THE C OF C INSPECTION AND ANY REQUIRED RE-INSPECTIONS. 6. BEFORE ANY DEMOLITION, UNDERBRUSHING, CLEARING, TREE REMOVAL, SOIL REMOVAL, OR ANY OTHER SITE WORK BEGINS, TOWN BEFORE ANY DEMOLITION, UNDERBRUSHING, CLEARING, TREE REMOVAL, SOIL REMOVAL, OR ANY OTHER SITE WORK BEGINS, TOWN STAFF MUST INSPECT THE SITE TO ENSURE ANY REQUIRED EROSION CONTROLS AND/OR TRE PROTECTION IS INSTALLED. PLEASE CONTACT XXX, SENIOR PLANNER, AT 843-341-XXX OR AT XXX@hiltonheadislandsc.gov TO SCHEDULE THE PRE CLEAR INSPECTION. PLEASE ALLOW FOR TWO FULL BUSINESS DAYS FOR THE PRE CLEAR INSPECTION AND ANY REQUIRED RE-INSPECTIONS

AutoCAD SHX Text WATER AND SEWER HILTON HEAD PUBLIC SERVICE DISTRICT SERVICE CONTACT: 843-681-5525 843-681-5525 POWER PALMETTO ELECTRIC COOPERATIVE SERVICE CONTACT: 843-681-5551 REPORT OUTAGE: 866-445-5551 COMMUNICATION HARGRAY SERVICE CONTACT: 843-815-1600 843-815-1600 REPORT OUTAGE: 843-686-1138 843-686-1138 SPECTRUM SERVICE CONTACT: 855-707-7328 855-707-7328 REPORT OUTAGE: 833-267-60833-267-60

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1. PLANS CONTAINED HEREIN ARE FOR IMPROVEMENTS APPROVED BY OWNER, THE TOWN OF HILTON HEAD, AND DHEC-OCRM. ANY PLANS CONTAINED HEREIN ARE FOR IMPROVEMENTS APPROVED BY OWNER, THE TOWN OF HILTON HEAD, AND DHEC-OCRM. ANY VARIATION FROM THE APPROVED PLANS MUST BE APPROVED IN WRITING BY THE OWNER AND/OR ENGINEER. 2. A PRE-CONSTRUCTION CONFERENCE SHALL BE HELD WITH THE OWNER AND ENGINEER PRIOR TO BEGINNING CONSTRUCTION. THIS A PRE-CONSTRUCTION CONFERENCE SHALL BE HELD WITH THE OWNER AND ENGINEER PRIOR TO BEGINNING CONSTRUCTION. THIS MEETING SHALL BE SCHEDULED WITH THE OWNER AND ENGINEER AT THE TIME NOTICE TO PROCEED IS GIVEN. 3. THE OWNER AND ENGINEER SHALL BE NOTIFIED AT LEAST 48 HOURS IN ADVANCE, DURING REGULAR HOURS (8:00 AM TO 5:00 PM, THE OWNER AND ENGINEER SHALL BE NOTIFIED AT LEAST 48 HOURS IN ADVANCE, DURING REGULAR HOURS (8:00 AM TO 5:00 PM, MONDAY THROUGH FRIDAY, EXCLUDING HOLIDAYS), BEFORE THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITY. 4. ALL WORK TO BE DONE IN ACCORDANCE WITH THE LATEST EDITION OF THE STANDARD SPECIFICATIONS FOR HIGHWAY ALL WORK TO BE DONE IN ACCORDANCE WITH THE LATEST EDITION OF THE STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION FOR THE SOUTH CAROLINA DEPARTMENT OF TRANSPORTATION (SCDOT), TOWN OF HILTON HEAD SPECIFICATIONS, HHPSD, AND THE PROJECT SPECIFICATIONS. 5. THE CONTRACTOR WILL BE REQUIRED TO HAVE ON SITE A COPY OF SOUTH CAROLINA DEPARTMENT OF TRANSPORTATION STANDARD THE CONTRACTOR WILL BE REQUIRED TO HAVE ON SITE A COPY OF SOUTH CAROLINA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS AND STANDARD DRAWINGS, LATEST EDITION. 6. NO WORK SHALL COMMENCE WITHIN SCDOT'S RIGHT-OF-WAY UNTIL AN APPROVED SCDOT ENCROACHMENT PERMIT HAS BEEN NO WORK SHALL COMMENCE WITHIN SCDOT'S RIGHT-OF-WAY UNTIL AN APPROVED SCDOT ENCROACHMENT PERMIT HAS BEEN RECEIVED. 7. ANY DISCREPANCIES, ERRORS, OR OMISSIONS DISCOVERED ON THE PLANS OR IN THE SPECIFICATIONS SHOULD BE IMMEDIATELY ANY DISCREPANCIES, ERRORS, OR OMISSIONS DISCOVERED ON THE PLANS OR IN THE SPECIFICATIONS SHOULD BE IMMEDIATELY BROUGHT TO THE ENGINEERS ATTENTION, NOTED ON THE CONTRACTOR'S PROPOSAL, AND DOES NOT RELIEVE THE CONTRACTOR OF HIS RESPONSIBILITY TO CORRECT THE SAME AND CONSTRUCT THE PROJECT AS DESIGNED.

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1. DATE OF SURVEY - 06/17/2021 BY ATLAS SURVEYING, INC. DATE OF SURVEY - 06/17/2021 BY ATLAS SURVEYING, INC. 06/17/2021 BY ATLAS SURVEYING, INC. BY ATLAS SURVEYING, INC. ATLAS SURVEYING, INC. 2. THE DATA, TOGETHER WITH ALL OTHER INFORMATION SHOWN ON THESE PLANS, OR INDICATED IN ANY WAY THEREBY, WHETHER BY THE DATA, TOGETHER WITH ALL OTHER INFORMATION SHOWN ON THESE PLANS, OR INDICATED IN ANY WAY THEREBY, WHETHER BY DRAWINGS OR NOTES OR ANY OTHER MANNER, ARE BASED UPON FIELD INVESTIGATIONS AND ARE BELIEVED TO BE INDICATIVE OF ACTUAL CONDITIONS. HOWEVER, THE SAME ARE SHOWN AS INFORMATION ONLY AND ARE NOT GUARANTEED. 3. ACCORDING TO THE FEMA FIRM COMMUNITY NO. 450250, MAP NUMBERS 45013C0432G & 45013C0451G, DATED 3/23/21, THIS ACCORDING TO THE FEMA FIRM COMMUNITY NO. 450250, MAP NUMBERS 45013C0432G & 45013C0451G, DATED 3/23/21, THIS PROJECT IS LOCATED WITHIN DUAL FLOOD ZONES 'X (0.2% CHANCE)' AND 'AE' WITH A BASE FLOOD ELEVATION OF 8'. 4. THE CONTRACTOR WILL IMMEDIATELY NOTIFY THE OWNER IN THE EVENT THAT PREVIOUSLY UNKNOWN HISTORICAL OR ARCHEOLOGICAL THE CONTRACTOR WILL IMMEDIATELY NOTIFY THE OWNER IN THE EVENT THAT PREVIOUSLY UNKNOWN HISTORICAL OR ARCHEOLOGICAL SITES ARE DISCOVERED DURING CONSTRUCTION. NO ADDITIONAL WORK IN SUCH AREAS WILL BE ALLOWED UNTIL AUTHORIZED IN WRITING. 5. PROPERTY LINES SHOWN HEREIN HAVE BEEN DERIVED BY PLAT INFORMATION AND GIS DATA OBTAINED FROM THE SURVEYOR. PROPERTY LINES SHOWN HEREIN HAVE BEEN DERIVED BY PLAT INFORMATION AND GIS DATA OBTAINED FROM THE SURVEYOR. 6. DISTURBANCES TO ANY SURVEY MARKERS OR MONUMENTS REQUIRES RE-ESTABLISHMENT BY A LICENSED SURVEYOR AT THE DISTURBANCES TO ANY SURVEY MARKERS OR MONUMENTS REQUIRES RE-ESTABLISHMENT BY A LICENSED SURVEYOR AT THE CONTRACTOR'S EXPENSE.

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1. ALL SILT BARRIERS MUST BE PLACED PRIOR TO LAND DISTURBING ACTIVITIES. ALL SILT BARRIERS MUST BE PLACED PRIOR TO LAND DISTURBING ACTIVITIES. 2. ALL DRAINAGE EASEMENTS & DISTURBED AREAS MUST BE GRASSED AND/OR RIP-RAPPED AS REQUIRED TO CONTROL ALL DRAINAGE EASEMENTS & DISTURBED AREAS MUST BE GRASSED AND/OR RIP-RAPPED AS REQUIRED TO CONTROL EROSION. 3. NO EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED PRIOR TO FINAL STABILIZATION.NO EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED PRIOR TO FINAL STABILIZATION.

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1. THE EXISTENCE, ABSENCE, LOCATION AND ELEVATION OF UNDERGROUND UTILITIES ON THE PLANS ARE NOT BASED ON FIELD MARKS, THE EXISTENCE, ABSENCE, LOCATION AND ELEVATION OF UNDERGROUND UTILITIES ON THE PLANS ARE NOT BASED ON FIELD MARKS, ARE NOT GUARANTEED, AND SHALL BE INVESTIGATED, UNEARTHED IF NECESSARY, AND VERIFIED BY CONTRACTOR BEFORE BEGINNING CONSTRUCTION. 2. THE CONTRACTOR SHALL CONTACT SOUTH CAROLINA 811, "CALL BEFORE YOU DIG" SERVICE IN ORDER TO LOCATE UTILITIES PRIOR THE CONTRACTOR SHALL CONTACT SOUTH CAROLINA 811, "CALL BEFORE YOU DIG" SERVICE IN ORDER TO LOCATE UTILITIES PRIOR TO STARTING ANY EXCAVATION OR CONSTRUCTION. 3. CONTRACTOR SHALL PROTECT ALL EXISTING UTILITIES, ABOVE GROUND OR BELOW GROUND. CONTRACTOR SHALL PROTECT ALL EXISTING UTILITIES, ABOVE GROUND OR BELOW GROUND. 4. CONTRACTOR SHALL COORDINATE CONSTRUCTION ACTIVITIES WITH APPROPRIATE UTILITY PRIOR TO AND/OR DURING CONSTRUCTION. CONTRACTOR SHALL COORDINATE CONSTRUCTION ACTIVITIES WITH APPROPRIATE UTILITY PRIOR TO AND/OR DURING CONSTRUCTION. 5. CONTRACTOR SHALL NOTIFY THE APPROPRIATE UTILITY BEFORE DIGGING NEAR WATER AND SANITARY SEWER LINES. CONTRACTOR SHALL NOTIFY THE APPROPRIATE UTILITY BEFORE DIGGING NEAR WATER AND SANITARY SEWER LINES. 6. NO EXTRA PAYMENT WILL BE MADE FOR REPAIRS TO DAMAGE OF EXISTING UTILITIES. NO EXTRA PAYMENT WILL BE MADE FOR REPAIRS TO DAMAGE OF EXISTING UTILITIES. 7. THE CONTRACTOR WILL NOT BE PAID FOR DELAYS OR EXTRA EXPENSE CAUSED BY UTILITY FACILITIES, OBSTRUCTIONS, OR ANY THE CONTRACTOR WILL NOT BE PAID FOR DELAYS OR EXTRA EXPENSE CAUSED BY UTILITY FACILITIES, OBSTRUCTIONS, OR ANY OTHER ITEMS NOT REMOVED OR RELOCATED TO CLEAR CONSTRUCTION IN ADVANCE OF HIS WORK. 8. ANY REQUIRED DEWATERING IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR.ANY REQUIRED DEWATERING IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR.

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1. THE CONTRACTOR WILL BE RESPONSIBLE FOR SUBMITTING A TRAFFIC CONTROL PLAN FOR APPROVAL AND THE INSTALLATION OF THE CONTRACTOR WILL BE RESPONSIBLE FOR SUBMITTING A TRAFFIC CONTROL PLAN FOR APPROVAL AND THE INSTALLATION OF ALL TRAFFIC CONTROL SIGNAGE, SIGNALS, AND/OR DEVICES IN ACCORDANCE WITH THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES, LATEST EDITION. 2. THE CONTRACTOR WILL BE RESPONSIBLE FOR INITIAL INSTALLATION OF ALL TRAFFIC CONTROL SIGNAGE REQUIRED FOR THE CONTRACTOR WILL BE RESPONSIBLE FOR INITIAL INSTALLATION OF ALL TRAFFIC CONTROL SIGNAGE REQUIRED FOR CONSTRUCTION. 3. ROAD CLOSURES AND DETOURS, SHOULD THEY BE NEEDED, SHALL BE COORDINATED AND APPROVED WITH THE OWNER A MINIMUM ROAD CLOSURES AND DETOURS, SHOULD THEY BE NEEDED, SHALL BE COORDINATED AND APPROVED WITH THE OWNER A MINIMUM OF TWO (2) CALENDAR WEEKS PRIOR TO PLANNED CLOSURE AND/OR DETOUR. 4. CERTIFIED FLAGGERS AND/OR ARROW BOARDS WILL BE REQUIRED TO MAINTAIN TRAFFIC CONTROL WHILE WORKING WITHIN THE LIMITS CERTIFIED FLAGGERS AND/OR ARROW BOARDS WILL BE REQUIRED TO MAINTAIN TRAFFIC CONTROL WHILE WORKING WITHIN THE LIMITS OF PUBLIC OR PRIVATE ROADWAYS. 5. CONTRACTOR SHALL MAINTAIN ONE (1) LANE OF TRAVEL OPEN AT ALL TIMES IN ACCORDANCE WITH THE MANUAL ON UNIFORM CONTRACTOR SHALL MAINTAIN ONE (1) LANE OF TRAVEL OPEN AT ALL TIMES IN ACCORDANCE WITH THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, LATEST ADDITION.

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STEFANIE NAGID BEAUFORT COUNTY PASSIVE PARKS MANAGER (843) 255-2152

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MATTHEW RANDALL, P.E. CRANSTON ENGINEERING GROUP P.C. (843) 815-3191

SQUIRE POPE ROAD 66' R/W

N/F

FULLER FAMILY PROPERTY

DEVELOPMENT COMPANY LLC.

N/F

SUSAN CARTER BARNWELL

REVOCABLE TRUST

N/F

THE TOWN OF

HILTON HEAD ISLAND

BEAUFORT COUNTY

N/F

SUSAN CARTER BARNWELL

REVOCABLE TRUST

MARSHES OF

SKULL CREEK

ASPHALT

NO.39320SO

H CAROL I N A

OFESSIONAL

Y A N D. SHERID

LIC

ENG

EER

NO. C00575

UTH CAROLINA

C E

T IFICA TE OF A UTHORIZ

A T

Cranston Engineering

Group

C3.0

F O

R D

S S

H E

L L

D E

M O

W P

P P

L A

DESCRIPTION SYMBOL

South Carolina Department of Health and Environmental Control

EFFECTIVE DATE: AUGUST, 2005

MAPPING SYMBOLS FOR EROSION

AND SEDIMENT CONTROL PLANS

PLAN

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ZONE X (0.2% CHANCE)

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ZONE X (0.2% CHANCE)

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TEL

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PB:73 PG:52 PG:52 DB:1637 PG:1065PG:1065

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PB:89 PG:134 PG:134 DB:1683 PG:131PG:131

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TMS R511 003 000 0222 0000

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PB:89 PG:134 PG:134 PB:42 PG:223 PG:223 DB:1683 PG:131PG:131

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BOTTOM OF BANK / OCRM CRITICAL LINE

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SWALE

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SWALE

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SWALE

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DIRT ROAD

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APPROXIMATE LOCATION OF FEMA FLOOD LINE

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ZONE AE ELEV. 8'

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APPROXIMATE LOCATION OF FEMA FLOOD LINE

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ZONE AE ELEV. 8'

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±51LF 18" RCP @ 2.14%

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IE:3.87'

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IE:2.78'

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IE:6.18'

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±17LF 15" RCP @ 1.03%

AutoCAD SHX Text 300,946 Sq.Ft. 6.909 Ac.

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LINE TABLE

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LABEL

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AutoCAD SHX Text N20°49'46"E

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AutoCAD SHX Text N14°12'48"E

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CJB

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STUBOUT ORANGE LAT

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PROPOSED SEPTIC TANK & DRAINFIELD AREA (SCALED IN PER REFERENCE #2)

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SSMH RIM:7.42' IE(NE):0.81'

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SSMH RIM:8.17' IE(SE):1.38' IE(SW):1.21'

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±81LF 8" PVC @ 0.49%

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PD 4" PVC

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EL.:

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BENCHMARK

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NAIL IN 21" LO

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DATUM: NAVD 88

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NAIL IN 19" PINE

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DATUM: NAVD 88

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15' ACCESS EASEMENT (SCALED IN PER REFERENCE #2)

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AutoCAD SHX Text N:144,676.34 E:2,077,139.30

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AutoCAD SHX Text

14 WO

AutoCAD SHX Text 14 P

AutoCAD SHX Text 15 P

AutoCAD SHX Text

15 CH

AutoCAD SHX Text 15 P

AutoCAD SHX Text 16 P

AutoCAD SHX Text

17 LO

AutoCAD SHX Text 17 P

AutoCAD SHX Text 17 14 P

AutoCAD SHX Text

17 8 LO

AutoCAD SHX Text 17 P

AutoCAD SHX Text 18 P

AutoCAD SHX Text 19 P

AutoCAD SHX Text 20 P

AutoCAD SHX Text 22 P

AutoCAD SHX Text

22 WO

AutoCAD SHX Text 23 P

AutoCAD SHX Text 24 P

AutoCAD SHX Text

25 LO

AutoCAD SHX Text

6 LO

AutoCAD SHX Text 7 P

AutoCAD SHX Text

7 BG

AutoCAD SHX Text

7 BG

AutoCAD SHX Text 8 P

AutoCAD SHX Text

8 WO

AutoCAD SHX Text 9 P

AutoCAD SHX Text

9 DEAD

AutoCAD SHX Text

9 LO

AutoCAD SHX Text

9 LO

AutoCAD SHX Text 9 P

AutoCAD SHX Text

9 MAP

AutoCAD SHX Text

9 LA

AutoCAD SHX Text 9 P

AutoCAD SHX Text

10 PEC

AutoCAD SHX Text

10 CH

AutoCAD SHX Text

10 LO

AutoCAD SHX Text 11 P

AutoCAD SHX Text

11 9 CH

AutoCAD SHX Text

11 LO

AutoCAD SHX Text

13 CH

AutoCAD SHX Text

13 LO

AutoCAD SHX Text

13 CH

AutoCAD SHX Text

13 LO

AutoCAD SHX Text 14 P

AutoCAD SHX Text

14 PEC

AutoCAD SHX Text

14 12 LO

AutoCAD SHX Text

14 CH

AutoCAD SHX Text

14 LO

AutoCAD SHX Text

14 PA

AutoCAD SHX Text

15 LO

AutoCAD SHX Text

16 PEC

AutoCAD SHX Text

16 LO

AutoCAD SHX Text

16 14 12 LO

AutoCAD SHX Text

16 LO

AutoCAD SHX Text

16 PEC

AutoCAD SHX Text

17 WO

AutoCAD SHX Text

17 14 LO

AutoCAD SHX Text

17 LO

AutoCAD SHX Text

19 RO

AutoCAD SHX Text

20 WO

AutoCAD SHX Text

20 LO

AutoCAD SHX Text

35 13 LO

AutoCAD SHX Text

6 CH

AutoCAD SHX Text

6 LO

AutoCAD SHX Text

6 LO

AutoCAD SHX Text

6 LO

AutoCAD SHX Text

6 PA

AutoCAD SHX Text

7 LO

AutoCAD SHX Text

8 PEC

AutoCAD SHX Text

8 LO

AutoCAD SHX Text

8 HB

AutoCAD SHX Text 9 P

AutoCAD SHX Text

9 DEAD

AutoCAD SHX Text

10 CH

AutoCAD SHX Text

10 CH

AutoCAD SHX Text

10 9 LO 6 DEAD

AutoCAD SHX Text

11 LA 9 DEAD

AutoCAD SHX Text

11 LA

AutoCAD SHX Text

11 LO

AutoCAD SHX Text

11 10 LO

AutoCAD SHX Text

12 PA

AutoCAD SHX Text

12 PA

AutoCAD SHX Text

13 PA

AutoCAD SHX Text

14 CH

AutoCAD SHX Text

14 PA

AutoCAD SHX Text

14 LO

AutoCAD SHX Text

15 PA

AutoCAD SHX Text

16 14 LO

AutoCAD SHX Text

16 LO

AutoCAD SHX Text

16 PEC

AutoCAD SHX Text 18 P

AutoCAD SHX Text

19 LO

AutoCAD SHX Text 19 P

AutoCAD SHX Text

19 LO

AutoCAD SHX Text 21 P

AutoCAD SHX Text

23 7 LO

AutoCAD SHX Text 24 P

AutoCAD SHX Text 26 P

AutoCAD SHX Text

28 26 LO

AutoCAD SHX Text

28 LO

AutoCAD SHX Text

32 LO

AutoCAD SHX Text

6 MAG

AutoCAD SHX Text

6 LO

AutoCAD SHX Text

6 LO

AutoCAD SHX Text

6 LO

AutoCAD SHX Text

6 LO

AutoCAD SHX Text

7 6 LO

AutoCAD SHX Text

8 LO

AutoCAD SHX Text

9 CH

AutoCAD SHX Text

9 PEC

AutoCAD SHX Text

9 LO

AutoCAD SHX Text

9 8 LO

AutoCAD SHX Text

9 CH

AutoCAD SHX Text 9 P

AutoCAD SHX Text

9 6 LO

AutoCAD SHX Text

10 LO

AutoCAD SHX Text

10 LA

AutoCAD SHX Text

10 DEAD

AutoCAD SHX Text

11 10 LO

AutoCAD SHX Text

11 LO

AutoCAD SHX Text

11 LO

AutoCAD SHX Text

11 LO

AutoCAD SHX Text

12 LO

AutoCAD SHX Text

12 LO

AutoCAD SHX Text

12 LO

AutoCAD SHX Text

12 PEC

AutoCAD SHX Text

13 LO

AutoCAD SHX Text

13 LO

AutoCAD SHX Text

13 LO

AutoCAD SHX Text

13 MUL

AutoCAD SHX Text

14 14 LO

AutoCAD SHX Text

14 LO

AutoCAD SHX Text

14 LO

AutoCAD SHX Text

14 CH

AutoCAD SHX Text

14 LO

AutoCAD SHX Text

14 LO

AutoCAD SHX Text

15 LO

AutoCAD SHX Text

15 CH

AutoCAD SHX Text

15 LA

AutoCAD SHX Text

16 LO

AutoCAD SHX Text

16 LO

AutoCAD SHX Text

16 LO

AutoCAD SHX Text

16 PA

AutoCAD SHX Text

17 LO

AutoCAD SHX Text

17 LO

AutoCAD SHX Text 17 P

AutoCAD SHX Text

17 LO

AutoCAD SHX Text

17 LO

AutoCAD SHX Text

17 PA

AutoCAD SHX Text

18 LO

AutoCAD SHX Text

18 LA

AutoCAD SHX Text

18 LO

AutoCAD SHX Text

19 PEC

AutoCAD SHX Text

21 LO

AutoCAD SHX Text

22 LO

AutoCAD SHX Text

22 LO

AutoCAD SHX Text

23 LO

AutoCAD SHX Text

25 LO

AutoCAD SHX Text

39 LO

AutoCAD SHX Text

6 LO

AutoCAD SHX Text

6 LO

AutoCAD SHX Text

6 LO

AutoCAD SHX Text

6 LO

AutoCAD SHX Text

6 PEC

AutoCAD SHX Text

6 CH

AutoCAD SHX Text

6 LO

AutoCAD SHX Text

6 HB

AutoCAD SHX Text

7 6 LO

AutoCAD SHX Text

7 LO

AutoCAD SHX Text

7 LO

AutoCAD SHX Text

7 LO

AutoCAD SHX Text

7 LO

AutoCAD SHX Text

7 CH

AutoCAD SHX Text

7 HB

AutoCAD SHX Text

8 LO

AutoCAD SHX Text

8 LO

AutoCAD SHX Text

8 LO

AutoCAD SHX Text

8 PEC

AutoCAD SHX Text

8 LO

AutoCAD SHX Text

8 6 HB

AutoCAD SHX Text

9 LO

AutoCAD SHX Text

9 LO

AutoCAD SHX Text

9 DEAD

AutoCAD SHX Text

9 DEAD

AutoCAD SHX Text

9 LO

AutoCAD SHX Text

10 LA

AutoCAD SHX Text

10 LA

AutoCAD SHX Text

10 LO

AutoCAD SHX Text 11 P

AutoCAD SHX Text

12 PA

AutoCAD SHX Text

12 PA

AutoCAD SHX Text

12 11 LO

AutoCAD SHX Text

12 PA

AutoCAD SHX Text

12 LA

AutoCAD SHX Text 12 P

AutoCAD SHX Text

12 LO

AutoCAD SHX Text

12 LO

AutoCAD SHX Text 12 P

AutoCAD SHX Text 12 11 P

AutoCAD SHX Text

13 LO

AutoCAD SHX Text

13 LO

AutoCAD SHX Text 13 P

AutoCAD SHX Text

13 CH 8 DEAD

AutoCAD SHX Text

13 PA

AutoCAD SHX Text

13 LA

AutoCAD SHX Text

13 LA

AutoCAD SHX Text

13 LO

AutoCAD SHX Text 13 P

AutoCAD SHX Text

13 LO

AutoCAD SHX Text

13 LO

AutoCAD SHX Text

14 CH

AutoCAD SHX Text

14 PEC

AutoCAD SHX Text

14 DEAD 12 LO

AutoCAD SHX Text

14 13 LO

AutoCAD SHX Text

14 PA

AutoCAD SHX Text

14 LA

AutoCAD SHX Text 14 P

AutoCAD SHX Text

14 PA

AutoCAD SHX Text

14 LA

AutoCAD SHX Text 14 P

AutoCAD SHX Text

14 13 LO

AutoCAD SHX Text

15 DEAD

AutoCAD SHX Text

15 PA

AutoCAD SHX Text

15 LO

AutoCAD SHX Text

15 LO

AutoCAD SHX Text

15 LO

AutoCAD SHX Text 15 P

AutoCAD SHX Text

15 P 8 DEAD

AutoCAD SHX Text

15 LO

AutoCAD SHX Text

16 LO

AutoCAD SHX Text 16 P

AutoCAD SHX Text

16 LO

AutoCAD SHX Text

16 LA

AutoCAD SHX Text

16 PEC

AutoCAD SHX Text

16 15 LO

AutoCAD SHX Text

17 LO

AutoCAD SHX Text

17 LO

AutoCAD SHX Text

17 LO

AutoCAD SHX Text 17 P

AutoCAD SHX Text

17 LO

AutoCAD SHX Text 18 P

AutoCAD SHX Text

18 12 LO

AutoCAD SHX Text

19 LO

AutoCAD SHX Text 19 P

AutoCAD SHX Text

19 LO

AutoCAD SHX Text

20 LO

AutoCAD SHX Text 20 P

AutoCAD SHX Text

21 LO

AutoCAD SHX Text 22 P

AutoCAD SHX Text

23 LO

AutoCAD SHX Text

24 LA

AutoCAD SHX Text 24 P

AutoCAD SHX Text

24 13 LO

AutoCAD SHX Text

27 LO

AutoCAD SHX Text

6 HB

AutoCAD SHX Text

6 HB

AutoCAD SHX Text

6 CM

AutoCAD SHX Text

6 PEC

AutoCAD SHX Text

6 CM

AutoCAD SHX Text

6 CM

AutoCAD SHX Text

6 CM

AutoCAD SHX Text

6 CM

AutoCAD SHX Text

6 LA

AutoCAD SHX Text

6 CH

AutoCAD SHX Text 6 P

AutoCAD SHX Text

7 CM

AutoCAD SHX Text

7 HB

AutoCAD SHX Text

7 CM

AutoCAD SHX Text

7 LO

AutoCAD SHX Text

7 CM

AutoCAD SHX Text

7 CM

AutoCAD SHX Text

7 CM

AutoCAD SHX Text

7 LA

AutoCAD SHX Text

7 CH

AutoCAD SHX Text

7 LA

AutoCAD SHX Text

7 LA

AutoCAD SHX Text

7 LA

AutoCAD SHX Text

7 LO

AutoCAD SHX Text

7 LO

AutoCAD SHX Text

8 DEAD

AutoCAD SHX Text

8 6 LO

AutoCAD SHX Text

8 PEC

AutoCAD SHX Text

8 6 CH

AutoCAD SHX Text

8 LA

AutoCAD SHX Text 8 P

AutoCAD SHX Text

8 LO

AutoCAD SHX Text

9 LO

AutoCAD SHX Text

9 CH

AutoCAD SHX Text

9 6 LA

AutoCAD SHX Text 9 P

AutoCAD SHX Text

9 LO

AutoCAD SHX Text

10 LO

AutoCAD SHX Text

11 CH

AutoCAD SHX Text

13 LO

AutoCAD SHX Text 13 P

AutoCAD SHX Text

13 LO

AutoCAD SHX Text

14 LO

AutoCAD SHX Text

14 LO

AutoCAD SHX Text

14 13 LO

AutoCAD SHX Text

15 LO

AutoCAD SHX Text

15 PA

AutoCAD SHX Text

15 LO

AutoCAD SHX Text

15 LA

AutoCAD SHX Text

16 LO

AutoCAD SHX Text

16 LA

AutoCAD SHX Text

16 LO

AutoCAD SHX Text

17 LA

AutoCAD SHX Text

17 LA

AutoCAD SHX Text

20 LO

AutoCAD SHX Text

21 LO

AutoCAD SHX Text

21 LA

AutoCAD SHX Text

22 16 16 LO

AutoCAD SHX Text

38 LO

AutoCAD SHX Text

6 LO

AutoCAD SHX Text

6 LA

AutoCAD SHX Text 6 P

AutoCAD SHX Text

6 LO

AutoCAD SHX Text

7 LO

AutoCAD SHX Text

7 LA

AutoCAD SHX Text

7 LO

AutoCAD SHX Text

7 LA

AutoCAD SHX Text

7 LO

AutoCAD SHX Text 8 P

AutoCAD SHX Text

8 LO

AutoCAD SHX Text

9 LA

AutoCAD SHX Text

9 LO

AutoCAD SHX Text

9 CH

AutoCAD SHX Text

9 LO

AutoCAD SHX Text

9 LO

AutoCAD SHX Text S38°01'20"E

AutoCAD SHX Text 168.18'

AutoCAD SHX Text

L1 (TIE)

AutoCAD SHX Text L2

AutoCAD SHX Text L3

AutoCAD SHX Text L4

AutoCAD SHX Text L5

AutoCAD SHX Text L6

AutoCAD SHX Text L7

AutoCAD SHX Text L8

AutoCAD SHX Text L9

AutoCAD SHX Text L10

AutoCAD SHX Text L11

AutoCAD SHX Text L12

AutoCAD SHX Text L13

AutoCAD SHX Text L14

AutoCAD SHX Text L15

AutoCAD SHX Text L16

AutoCAD SHX Text L17

AutoCAD SHX Text L18

AutoCAD SHX Text L19

AutoCAD SHX Text L20

AutoCAD SHX Text

L21 (TIE)

AutoCAD SHX Text S38°04'41"E 332.74'

AutoCAD SHX Text N42°37'29"W 429.87'

AutoCAD SHX Text S39°33'12"W 577.60'

AutoCAD SHX Text 4.1

AutoCAD SHX Text 4.7

AutoCAD SHX Text 5.6

AutoCAD SHX Text 4.5

AutoCAD SHX Text 5.9

AutoCAD SHX Text 5.8

AutoCAD SHX Text 5.0

AutoCAD SHX Text 3.4

AutoCAD SHX Text 3.9

AutoCAD SHX Text 4.0

AutoCAD SHX Text 4.4

AutoCAD SHX Text 4.1

AutoCAD SHX Text 4.4

AutoCAD SHX Text 4.6

AutoCAD SHX Text 4.8

AutoCAD SHX Text 4.4

AutoCAD SHX Text 4.8

AutoCAD SHX Text 4.9

AutoCAD SHX Text 3.9

AutoCAD SHX Text 3.7

AutoCAD SHX Text 7.8

AutoCAD SHX Text 8.0

AutoCAD SHX Text 8.3

AutoCAD SHX Text 8.2

AutoCAD SHX Text 8.1

AutoCAD SHX Text 7.8

AutoCAD SHX Text 7.9

AutoCAD SHX Text 7.8

AutoCAD SHX Text 7.7

AutoCAD SHX Text 7.3

AutoCAD SHX Text 7.4

AutoCAD SHX Text 7.6

AutoCAD SHX Text 10.24

AutoCAD SHX Text 10.20

AutoCAD SHX Text 10.15

AutoCAD SHX Text 10.06

AutoCAD SHX Text 9.94

AutoCAD SHX Text 9.77

AutoCAD SHX Text 9.62

AutoCAD SHX Text 9.38

AutoCAD SHX Text 9.06

AutoCAD SHX Text 8.76

AutoCAD SHX Text 8.43

AutoCAD SHX Text 8.11

AutoCAD SHX Text 8.19

AutoCAD SHX Text 8.15

AutoCAD SHX Text 8.7

AutoCAD SHX Text 8.2

AutoCAD SHX Text 7.9

AutoCAD SHX Text 7.7

AutoCAD SHX Text 7.3

AutoCAD SHX Text 7.4

AutoCAD SHX Text 6.8

AutoCAD SHX Text 6.6

AutoCAD SHX Text 5.47

AutoCAD SHX Text 9.94

AutoCAD SHX Text 9.78

AutoCAD SHX Text 9.69

AutoCAD SHX Text 9.48

AutoCAD SHX Text 9.40

AutoCAD SHX Text 9.27

AutoCAD SHX Text 9.34

AutoCAD SHX Text 9.12

AutoCAD SHX Text 8.84

AutoCAD SHX Text 8.56

AutoCAD SHX Text 8.10

AutoCAD SHX Text 7.82

AutoCAD SHX Text 7.96

AutoCAD SHX Text 7.76

AutoCAD SHX Text 6.1

AutoCAD SHX Text 9.6

AutoCAD SHX Text 7.1

AutoCAD SHX Text 7.3

AutoCAD SHX Text 7.8

AutoCAD SHX Text 8.3

AutoCAD SHX Text 8.5

AutoCAD SHX Text 8.6

AutoCAD SHX Text 8.5

AutoCAD SHX Text 8.0

AutoCAD SHX Text 7.8

AutoCAD SHX Text 8.0

AutoCAD SHX Text 8.2

AutoCAD SHX Text 8.1

AutoCAD SHX Text 6.9

AutoCAD SHX Text 7.1

AutoCAD SHX Text 7.8

AutoCAD SHX Text 7.9

AutoCAD SHX Text 7.8

AutoCAD SHX Text 7.2

AutoCAD SHX Text 6.7

AutoCAD SHX Text 7.2

AutoCAD SHX Text 7.3

AutoCAD SHX Text 7.5

AutoCAD SHX Text 6.5

AutoCAD SHX Text 7.2

AutoCAD SHX Text 7.5

AutoCAD SHX Text 7.7

AutoCAD SHX Text 7.5

AutoCAD SHX Text 6.7

AutoCAD SHX Text 7.3

AutoCAD SHX Text 7.5

AutoCAD SHX Text 7.2

AutoCAD SHX Text 6.6

AutoCAD SHX Text 6.9

AutoCAD SHX Text 4.7

AutoCAD SHX Text 4.9

AutoCAD SHX Text 4.1

AutoCAD SHX Text 4.0

AutoCAD SHX Text 8.0

AutoCAD SHX Text 5.9

AutoCAD SHX Text 7.0

AutoCAD SHX Text 7.4

AutoCAD SHX Text 7.2

AutoCAD SHX Text 5.4

AutoCAD SHX Text 6.4

AutoCAD SHX Text 6.2

AutoCAD SHX Text 7.5

AutoCAD SHX Text 7.6

AutoCAD SHX Text 4.4

AutoCAD SHX Text 5.2

AutoCAD SHX Text 4.4

AutoCAD SHX Text 6.2

AutoCAD SHX Text 4.5

AutoCAD SHX Text 4.8

AutoCAD SHX Text 4.3

AutoCAD SHX Text 4.4

AutoCAD SHX Text 7.7

AutoCAD SHX Text 8.4

AutoCAD SHX Text 8.8

AutoCAD SHX Text 8.6

AutoCAD SHX Text 9.0

AutoCAD SHX Text 7.1

AutoCAD SHX Text 8.8

AutoCAD SHX Text 8.0

AutoCAD SHX Text 9.2

AutoCAD SHX Text 9.6

AutoCAD SHX Text 8.6

AutoCAD SHX Text 8.9

AutoCAD SHX Text 8.2

AutoCAD SHX Text 7.6

AutoCAD SHX Text 8.6

AutoCAD SHX Text 8.0

AutoCAD SHX Text 7.7

AutoCAD SHX Text 7.2

AutoCAD SHX Text 7.5

AutoCAD SHX Text 7.9

AutoCAD SHX Text 7.8

AutoCAD SHX Text 3.6

AutoCAD SHX Text 5.8

AutoCAD SHX Text 8.8

AutoCAD SHX Text 8.5

AutoCAD SHX Text 9.4

AutoCAD SHX Text 9.2

AutoCAD SHX Text 9.6

AutoCAD SHX Text 8.9

AutoCAD SHX Text 9.2

AutoCAD SHX Text 9.3

AutoCAD SHX Text 7.2

AutoCAD SHX Text 8.8

AutoCAD SHX Text 8.6

AutoCAD SHX Text 4.3

AutoCAD SHX Text 4.0

AutoCAD SHX Text 4.6

AutoCAD SHX Text 4.5

AutoCAD SHX Text 4.0

AutoCAD SHX Text 4.9

AutoCAD SHX Text 4.7

AutoCAD SHX Text 5.4

AutoCAD SHX Text 5.5

AutoCAD SHX Text 4.9

AutoCAD SHX Text 5.5

AutoCAD SHX Text 5.7

AutoCAD SHX Text 6.3

AutoCAD SHX Text 6.4

AutoCAD SHX Text 8.5

AutoCAD SHX Text 7.6

AutoCAD SHX Text 7.4

AutoCAD SHX Text 8.1

AutoCAD SHX Text 9.4

AutoCAD SHX…

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File details come from the government source that posted it. Updated Dec 3, 2025.