7-Exhibit I 10 Park Ln Survey Generator.pdf

PDF 468 KB Posted Mar 24, 2026

Attached to: Fire Rescue Headquarters Generator
Solicitation number: 2026-05
Issued by: Barnwell County, South Carolina

About this file

Written by GovTribe AI · Mar 24, 2026

This is a topographic and as-built survey document for the Town of Hilton Head Island, South Carolina, prepared for property located at 10 Park Lane, Hilton Head Island, SC 29928. The survey covers Lot 11 of Central Park Commercial subdivision in the Shipyard Plantation area, comprising 1.67 acres (72,753 square feet) and includes boundary, topographic, tree, and as-built information for the Fire Rescue Headquarters Campus. The document, prepared by Sea Island Land Survey, Inc. (d.b.a. NANDINA, Inc.) on November 26, 2025, uses South Carolina State Plane Coordinates (NAD83) for horizontal datum and NAVD88 for vertical datum with one-foot contour intervals. The property is located in FEMA Zone X with no base flood elevation designation. The survey identifies the adjacent one-story frame residence with a finished floor elevation of 19.95 feet, an adjacent building with a finished floor elevation of 13.01 feet, parking areas with 35 total spaces (33 regular and 2 handicap), and drainage infrastructure including multiple grate inlets, storm manholes, and pipe systems throughout the site.

The survey includes detailed infrastructure information critical for the generator installation project, documenting existing utility systems, drainage patterns, site topography, and building relationships. Notable features include a water vault, irrigation systems with various drip line components, rip rap erosion control, concrete structures, and signage on the Galleon Golf Course side. A temporary bench mark was established at elevation 12.99 feet NAVD88, and the survey certifies boundary and topographic information as of the survey date while noting that underground utilities were not fully located. The survey is Class "A" certified and prepared in accordance with South Carolina's minimum standards for land surveying practice, with the certification valid only in embossed hard copy form, making it a comprehensive baseline document for the proposed diesel generator and automatic transfer switch installation at the Fire Rescue Headquarters Campus.

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3-IFB 2026-05 FR Headquarters Generator.pdf	PDF	Mar 24, 2026
10-Exhibit F SC Illegal Reform Act.pdf	PDF	Mar 24, 2026
5-Exhibit B Checklist.pdf	PDF	Mar 24, 2026
1-Creating and Uploading a Submission.pdf	PDF	Mar 24, 2026
9-Exhibit E References Form.pdf	PDF	Mar 24, 2026
11-Exhibit G Bid Surety.pdf	PDF	Mar 24, 2026
8-Exhibit D Bid Pricing Form.pdf	PDF	Mar 24, 2026
4-Exhibit A Scope of Work.pdf	PDF	Mar 24, 2026
6-Exhibit C Generator Set 10 Park Lane.pdf	PDF	Mar 24, 2026
2-Local Vendor Certification Form-01.31.2025.pdf	PDF	Mar 24, 2026
12-Exhibit H Sample Town Agreement.pdf	PDF	Mar 24, 2026

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BASE FLOOD ELEVATION = N/A

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

PROPERTY AREA = 1.67 Ac. 72,753 Sq. Ft.

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

ADDRESS: 10 PARK LANE

DISTRICT: 550, MAP: 15C, PARCEL: 242

SCALE :DATE : 1" = 16'

CENTER SUBDIVISION, HILTON HEAD ISLAND,

LOT 11, CENTRAL PARK COMMERICIAL

BEAUFORT COUNTY, SOUTH CAROLINA

11/26/2025

BOUNDARY; ASBUILT, TREE AND TOPOGRAPHIC SURVEY OF:

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

DWG No. :FILE No : 25345 2-25345 E-mail: admin@nandinainc.com

Hilton Head Island, SC 29926

Tel (843) 681-3248

PREPARED FOR: TOWN OF HILTON HEAD

10 Oak Park Drive, Unit C1, GENERATOR

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S.C. GRID

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LOT 10

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CONCRETE PAD

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3" CMF

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3" CMF

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DRIP LINE LO 38"

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DRIP LINE LO 40"

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DRIP LINE LO 42"

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DRIP LINE HIC 22"

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DRIP LINE HIC 18"

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DRIP LINE MAG 28"

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RIP RAP

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RIP RAP

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CONCRETE STEPS

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CONCRETE STEPS

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TOP OF BANK

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TOP OF BANK

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RACK

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LANDING

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LANDING

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GRATE INLET RIM=8.9' 8" HDPE IE IN=5.87' 15" HDPE IE OUT=5.76'

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GRATE INLET RIM=9.2' 15" HDPE IE IN=5.86' 12" HDPE IE OUT=5.76'

AutoCAD SHX Text RIM=9.7' 8" PVC IE IN=6.84' IE IN=6.80' IE IN=6.80' IE IN=6.78' IE IN=6.67' 12" HDPE IE OUT=6.60'

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RIM=10.2' 15" HDPE IE IN=4.97' IE OUT=4.43' 8" HDPE IE IN=4.61'

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RIM=10.2' 24" HDPE IE IN=5.01' 15" HDPE IE OUT=4.85'

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RIM=8.1' BOB=1.7' 36"RCP IE OUT=2.18' 24" RCP IE IN=2.63'

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RIM=8.5' 15" RCP IE IN=4.48' IE IN=4.40' IE OUT=4.22'

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CONCRETE PORCH

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ROOF OVERHANG

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EDGE OF CONCRETE

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EDGE OF CONCRETE

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EDGE OF CONCRETE

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EDGE OF WATER

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EDGE OF PAVEMENT

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EDGE OF PAVEMENT

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EDGE OF PAVEMENT

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EDGE OF PAVEMENT

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EDGE OF PAVEMENT

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EDGE OF PAVEMENT

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EDGE OF PAVEMENT

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ONE STORY FRAME RESIDENCE FFE= 19.95'

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ADJACENT BUILDING FFE= 13.01'

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SIDEWALK

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SIDEWALK

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SIDEWALK

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SIDEWALK

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PARK LANE 50' R/W (PRIVATE ROAD)

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1/2" IPF W/CAP

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1/2" IPF W/CAP

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CHAIN LINK FENCE

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1/2" IPF W/CAP

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WATER VAULT

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SIGN BOARD

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GALLEON GOLF COURSE

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50' BUILDING SETBACK

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BACK OF CURB

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BACK OF CURB

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BACK OF CURB

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EDGE OF PAVEMENT

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RUMBLE

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TBM SET IN 22" HICKORY

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ELEVATION = 12.99' NAVD 88

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TOP OF BANK

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WEIR RIM=5.3'

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WEIR RIM=5.9'

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PARKING AREA

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PARKING AREA

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PARKING AREA

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PARKING AREA

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0.7' WOOD WALL

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LOT 11

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PARKING SPACES

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REGULAR SPACES

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HADICAP SPACES

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TOTAL SPACES

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33 SPACES

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2 SPACES

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35 SPACES

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

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LONG COVE DRIVE

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PARK LANE

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SOUTHWIND DRIVE

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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 RESIDENTIAL COMMUNITY.

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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 95, PAGE 69, DATED 09/11/2003

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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) ASBUILT SURVEY OF VHH PARK LANE, HORIZONTAL PROPERTY REGIME,

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DRAWN: 07/16/2001

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A SECTION OF CENTRAL PARK COMMERCIAL CENTER, SHIPYARD PLANTATION,

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TERRY G. HATCHELL S.C.R.L.S. #11059

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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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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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FIRE HYDRANT

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SIGN

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1/2" IRON PIN FOUND

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3" CONCRETE MONUMENT FOUND

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CATCH BASIN

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MAIL BOX

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CLEANOUT

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IRRIGATION CONTROL VALVE

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1/2" IPF

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3" CMF

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TELEPHONE SERVICE

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TELEVISION SERVICE

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INVERT ELEVATION

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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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HIGH DENSITY POLYETHYLENE PIPE

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HDPE

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FINISHED FLOOR ELEVATION

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FFE

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MAGNOLIA

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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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MAG

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PINE

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PLM

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HICKORY

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HIC

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SWEET GUM

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GUM

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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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HILTON HEAD ISLAND, BEAUFORT COUNTY, SOUTH CAROLINA.

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ELECTRIC TRANSFORMER

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Sheets and Views

2-25345

File details come from the government source that posted it. Updated May 1, 2026.