16-Exhibit N Tree Topo Survey.pdf

PDF 2 MB Posted May 22, 2026

Attached to: 9 Park Lane Demolition
Solicitation number: 2026-15
Issued by: Barnwell County, South Carolina

About this file

Written by GovTribe AI · May 25, 2026

This is an As-Built, Tree, and Topographic Survey document prepared for the Town of Hilton Head Island, South Carolina, regarding property located at 9 Park Lane, Hilton Head Island, SC 29928. The survey was conducted by Nandina, Inc. (d.b.a. Sea Island Land Survey, Inc.) and dated November 24, 2025, for File No. 25344. The survey encompasses Lots 4 and 5 of the Central Park Commercial Center subdivision, with a total property area of 64,900 acres (1.49 square feet according to the document). The property is located in FEMA Flood Zone X (shaded), with a base flood elevation listed as N/A. The survey includes detailed topographic information with a contour interval of 1 foot, utilizing South Carolina State Plane Coordinates (NAD83) for horizontal datum and NAVD88 for vertical datum. Spot elevations and a temporary bench mark set in an 18-inch water oak at elevation 10.00 feet (NAVD88) are documented, along with various infrastructure features including storm and sanitary systems, utility easements, and adjacent residential structures.

The survey identifies multiple tree specimens on and adjacent to the property, with tree sizes indicated in inches of diameter, including pines, live oaks, laurel oaks, water oaks, cedar, gum, hickory, and palm trees. The document notes various improvements including concrete pads, bike paths, parking areas, sidewalks, drainage inlets with recorded rim and invert elevations, and a two-story frame and concrete residence with a finished floor elevation of 13.34 feet. The survey certifies boundary, topographic, and as-built information as of the survey date and includes standard disclaimers regarding underground utilities (not located except as shown), wetland certification limitations, and recommendations for arborist consultation if tree identification is critical to development. The survey was prepared in accordance with South Carolina's Minimum Standards Manual for the Practice of Land Surveying and meets Class "A" survey requirements.

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BASE FLOOD ELEVATION = N/A

THIS PROPERTY LIES IN F.E.M.A. ZONE X, X-SHADED

PROPERTY AREA = 64,900 Ac. 1.49 Sq. Ft.

COMMUNITY NO. 450250, PANEL 0461G, DATED: 3/23/2021

ADDRESS: 9 PARK LANE

DISTRICT: 550, MAP: 15C, PARCEL: 233

SCALE :DATE : 1" = 16'

BEAUFORT COUNTY, SOUTH CAROLINA

11/24/2025

ASBUILT, TREE AND TOPOGRAPHIC SURVEY OF:

d.b.a. Sea Island Land Survey, Inc.

DWG No. :FILE No : 25344 2-25344 E-mail: admin@nandinainc.com

Hilton Head Island, SC 29926

Tel (843) 681-3248

PREPARED FOR: THE TOWN OF HILTON HEAD ISLAND

10 Oak Park Drive, Unit C1, LOTS 4 & 5, CENTRAL PARK COMMERCIAL

CENTER, HILTON HEAD ISLAND,

Exhibit N

IFB 2026-15

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S.C. GRID

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AutoCAD SHX Text N35°43'31"W 165.00'

AutoCAD SHX Text S74°01'29"W 56.18'

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1/2" IPS

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1/2" IPS

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1/2" IPS

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LOT 5

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LOT 4

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LOT 3

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TBM SET IN 18" WATER OAK

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ELEVATION = 10.00' NAVD 88

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DRIP LINE PN 20

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DRIP LINE PN 20

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DRIP LINE PN 22

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DRIP LINE PN 22

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DRIP LINE PN 20

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DRIP LINE PN 20

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DRIP LINE LO 34

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DRIP LINE LO 28

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DRIP LINE LO 28

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DRIP LINE LO 32

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TRASH CAN

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CONCRETE PAD

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SIGN BOARD

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SIGN BOARD

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CONCRETE PAD

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SIGN BOARD

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CONCRETE PAD

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BACK OF CURB

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WOOD FENCE

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CONCRETE PAD

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CONCRETE PAD

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GRATE INLET RIM=8.2' 15" RCP IE IN=4.86' IE OUT=4.37'

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RIM=8.8' 15" RCP IE IN=5.96' IE IN=4.69' IE OUT=4.56'

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RIM=9.6' 8" PVC IE IN=2.43' IE OUT=2.30

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3" CMF (DISTURBED)

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BIKE PATH

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EDGE OF PAVEMENT

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BACK OF CURB

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EDGE OF PAVEMENT

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BACK OF CURB

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EDGE OF PAVEMENT

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BACK OF CURB

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EDGE OF PAVEMENT

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BACK OF CURB

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EDGE OF PAVEMENT

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EDGE OF PAVEMENT

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BACK OF CURB

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EDGE OF PAVEMENT

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BACK OF CURB

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EDGE OF PAVEMENT

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BACK OF CURB

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EDGE OF PAVEMENT

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BACK OF CURB

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CONCRETE WALL

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0.8' WALL

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CONCRETE WALL

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SIDEWALK

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PARKING AREA

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PARKING AREA

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EDGE OF PAVEMENT

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BACK OF CURB

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EDGE OF PAVEMENT

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BACK OF CURB

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PARKING AREA

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PARKING AREA

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PARKING AREA

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SIDEWALK

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SIDEWALK

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EDGE OF PAVEMENT

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EDGE OF PAVEMENT

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BACK OF CURB

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BACK OF CURB

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POND

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CONCRETE PAD

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BIKE PATH

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BIKE PATH

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SIDEWALK

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TWO STORY FRAME & CONCRETE RESIDENCE FFE=13.34'

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ADJACENT RESIDENCE FFE = 10.76'

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CONCRETE DRIVEWAY

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PARK LANE 60' R/W

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PARK LANE 50' R/W

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SHED

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U. S. HIGHWAY 278

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GRATE INLET RIM=10.7' 15" RCP IE OUT=8.00'

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GRATE INLET RIM=10.5' 15" RCP IE OUT=6.99'

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50' SETBACK LINE

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15' TELEPHONE EASEMENT

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FLOOD ZONE X SHADED N/A

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FLOOD ZONE X N/A

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FLOOD ZONE X N/A

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FLOOD ZONE X SHADED N/A

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FEMA FLOOD LINE

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FEMA FLOOD LINE

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WILLIAM HILTON PARKWAY (U.S. HWY. 278)

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LONG COVE DRIVE

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RICE

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MILL

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LANE

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KINGS

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TREE ROAD

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BEACHFRONT SETBACK REQUIREMENTS OF THE S.C. BEACH PROTECTION

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3) SUBJECT PROPERTY DOES NOT APPEAR TO BE AFFECTED BY THE

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1) UNDERGROUND UTILITIES NOT LOCATED EXCEPT AS SHOWN.

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7) USE OF THIS PROPERTY MAY BE AFFECTED BY THE TERMS

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OF COVENANTS RELATING TO THIS PLANNED COMMERCIAL DEVELOPMENT.

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8) BUILDING SETBACKS, WHETHER SHOWN OR NOT, SHOULD BE VERIFIED

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BY THE LOCAL BUILDING AUTHORITY OR ARCHITECTURAL REVIEW BOARD.

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RECORDED IN BOOK 48, PAGE 48, DATED 06/06/1982

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BEAUFORT COUNTY, SC

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REFERENCE PLAT

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ROD.

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BY:

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1)A PLAT OF CENTRAL PARK COMMERCIAL CENTER SUBDIVISION,

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DRAWN: 08/13/1981

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A SECTION OF SHIPYARD OF SHIPYARD PLANTATION,

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JERRY L. RICHARDSON S.C.R.L.S. #4784

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TREE SIZES ARE INCHES IN DIAMETER

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SPOT ELEVATION

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LEGEND & SYMBOLS:

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CONTOUR

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VICINITY MAP

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ACT OF JULY 1, 1988.

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NOTES:

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4) HORIZONTAL DATUM IS S.C. STATE PLANE COORDINATES NAD83.

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5) VERTICAL DATUM IS NAVD88.

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6) CONTOUR INTERVAL IS 1'.

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SITE

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9) THIS SURVEY HAS BEEN PREPARED WITHOUT BENEFIT OF A COMPLETE

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TITLE SEARCH AND IS SUBJECT TO EASEMENTS AND RESTRICTIONS OF RECORD.

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CAD: INDOVANCE, FLD: MW, RB

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GRAPHIC SCALE

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10) THIS SURVEY DOES NOT CERTIFY TO THE EXISTENCE OR ABSENCE OF

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FRESHWATER WETLANDS.

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2) NANDINA, INC. CERTIFIES TO THE BOUNDARY, TOPOGRAPHIC

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AND ASBUILT INFORMATION PROVIDED HEREON AS THE DATE OF THE

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SURVEY. THIS SURVEY MAY BE USED IN DIGITAL FORMAT AS A BASE

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FOR OTHERS AND ANY REVISIONS OR ADDITIONS MADE HEREAFTER IS NOT THE

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RESPONSIBILITY OF NANDINA, INC. A HARD COPY AVAILABLE FROM

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NANDINA, INC. WILL BE THE ONLY OFFICIAL DOCUMENT.

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11) IF IDENTIFICATION OF TREES IS CRITICAL TO DEVELOPMENT, AN ARBORIST

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SHOULD BE CONSULTED TO VERIFY SUCH TREE IDENTIFICATION.

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EXCEEDS THE REQUIREMENTS FOR A SURVEY AS SPECIFIED

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PRACTICE OF LAND SURVEYING IN SOUTH CAROLINA, AND MEETS OR

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AND BELIEF, THE SURVEY SHOWN HEREON WAS MADE IN ACCORDANCE

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WITH THE REQUIREMENTS OF THE MINIMUM STANDARDS MANUAL FOR THE

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I HEREBY STATE THAT TO THE BEST OF MY KNOWLEDGE, INFORMATION,

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CLASS "A"

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NOT VALID UNLESS EMBOSSED.

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THEREIN: ALSO THERE ARE NO VISIBLE ENCROACHMENTS OR PROJECTIONS

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OTHER THAN SHOWN.

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SEA ISLAND

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LAND SURVEY,

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NANDINA INC.

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INC.

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SURVEYOR

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LAND

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INVERT ELEVATION

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POLYVINYL CHLORIDE

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PVC

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TEMPORARY BENCH MARK

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TBM

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REINFORCED CONCRETE PIPE

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RCP

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FINISHED FLOOR ELEVATION

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FFE

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WATER METER

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SANITARY MANHOLE

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STORM MANHOLE

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VALVE BOX

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LIGHT POLE

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SIGN

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1/2" IRON PIN SET WITH CAP

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3" CONCRETE MONUMENT FOUND

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CATCH BASIN

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CLEANOUT

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1/2" IPS

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3" CMF

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TELEPHONE SERVICE

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ELECTRIC TRANSFORMER

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PALM

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WATER OAK

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LIVE OAK

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LAUREL OAK

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PINE

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PLM

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CEDAR

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CED

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GUM

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HICKORY

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HIC

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MAPLE

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MAP

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GREASE MANHOLE

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GROUND LIGHT

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HILTON HEAD ISLAND, SOUTH CAROLINA

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1/2" PK NAIL FOUND

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1/2" PKF

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LP TANK (UNDERGROUND)

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2-25344

File details come from the government source that posted it. Updated May 25, 2026.