5-Exhibit C Specifications-Plans.pdf

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FISH HAUL ROAD

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MITCHELLVILLE ROAD

PALMETTO HALL

PORT ROYAL SOUND

REV. NO. REVISION

REVISION HISTORY

BY DATE

SUBMITTED TO

SUBMITTAL HISTORY

DATEDATE

SCDOT ENCROACHMENT PERMIT 02/25/2025

1 REVISED PER SCDOT COMMENTS SAM 04/15/2025

2 REVISED PER TOWN PERMIT COMMENTS KMS 10/1/2025

3 REVISED PER SCDOT COMMENTS SAM 10/1/2025

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Know what'sbelow.

before you dig.Call

R

PREPARED FOR:

TOWN OF HILTON HEAD ISLAND

1 TOWN CENTER COURT

HILTON HEAD ISLAND, SC 29928

OCTOBER 15, 2025

TM# R510-005-000-0248-0000, R510-005-000-0208-0000, R510-005-000-010I-0000

J-28374.0011

VICINITY MAP

SCALE: 1" = 1000'

PREPARED BY:

50 Park of Commerce Way Savannah, GA 31405 p.912.234.5300 www.thomasandhutton.com

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SITE DATA TABLE

HORIZONTAL

PROPOSED SITE USE

SITE AREA

DISTURBED AREA

FLOOD ZONE

DATUM

VERTICAL

SOUTH CAROLINA STATE PLANE GRID (NAD83)

NAVD88

LAND USE

ZONING PARKS AND RECREATION (PR)

ZONE X, ZONE AE (BFE 11)

PARK

6.95 AC

3.7 AC

WETLANDS

WETLAND BUFFER

STORMWATER POND

0.0 AC

0.0 AC

0.0 AC

Sheet List Table Sheet Number Sheet Title

C0 COVER SHEET

G0.1 GENERAL NOTES AND LEGENDS

G1.1 INDEX PLAN

V1.1 EXISTING CONDITIONS PLAN

CD1.1 DEMOLITION PLAN

C1.1 TREE REMOVAL & PROTECTION PLAN

C2.1 WATER & SEWER PLAN

C2.2 WATER & SEWER DETAILS

C3.1 PAVING, GRADING, & DRAINAGE PLAN

C3.2 ROADWAY PROFILES

C3.3 DRAINAGE PROFILES

C3.4 PAVING, GRADING & DRAINGAE DETAILS

C3.5 PAVING, GRADING & DRAINGAE DETAILS

C3.6 PAVING, GRADING & DRAINGAE DETAILS

C3.7 PAVING, GRADING & DRAINGAE DETAILS

C4.1 SIGHT DISTANCE EXHIBIT

C4.2 SIGHT DISTANCE EXHIBIT

C4.3 SCDOT CROSS SECTIONS

C5.1 STAKING, SIGNAGE & MARKING PLAN

C6.1 TRAFFIC CONTROL PLAN

EC0.1 STORMWATER POLLUTION PREVENTION NOTES

EC0.2 STORMWATER POLLUTION PREVENTION NOTES

EC1.1 STORMWATER POLLUTION PREVENTION PLAN

EC2.1 STORMWATER POLLUTION PREVENTION DETAILS

EC2.2 STORMWATER POLLUTION PREVENTION DETAILS

SITE DEVELOPMENT

OF

HISTORIC MITCHELVILLE FREEDOM PARK

PARKING AREA & LOOP ROAD

HILTON HEAD ISLAND

BEAUFORT COUNTY, SOUTH CAROLINA

CURRENT IMPERVIOUS AREA 1.24 AC

PROPOSED IMPERVIOUS AREA 1.15 AC

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Exhibit C

IFB 2026-11

http://www.thomasandhutton.com

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DESIGNED:

SCALE:

REVIEWED:

APPROVED:

DRAWN:

JOB NO:

DATE:

NO. REVISIONS DATE

CLIENT/OWNER:

PROJECT LOCATION:

DATUM: HORIZ.: VERT.:

BY

GENERAL NOTES AND

LEGENDS

G0.1 28374.0011

PARKING AREA & LOOP ROAD

HISTORIC MITCHELVILLE

FREEDOM PARK

HILTON HEAD ISLAND

BEAUFORT COUNTY, SOUTH CAROLINA

NAD83 NAVD88

TOWN OF HILTON HEAD ISLAND

1 TOWN CENTER COURT

HILTON HEAD ISLAND, SC 29928

10/15/2025

SAM

KMS

ATL

KMS

1 04/15/2025

50 Park of Commerce Way Savannah, GA 31405 • 912.234.5300 www.thomasandhutton.com

REVISED PER SCDOT COMMENTS SAM

DRAINAGE LEGEND

DESCRIPTION EXISTING PROPOSED

PIPE

DITCH

CURB INLET

GRATE INLET

JUNCTION BOX

OUTLET STRUCTURE

SEWER LEGEND

DESCRIPTION EXISTING PROPOSED

GRAVITY PIPE

SINGLE SERVICE LATERAL

DOUBLE SERVICE LATERAL

MANHOLE

CLEANOUT

FORCEMAIN

VALVE AND BOX

FLUSH HYDRANT

REDUCER

BACKFLOW PREVENTOR

CROSS

TEE

90° BEND - HORIZONTAL

45° BEND - HORIZONTAL

22-12° BEND - HORIZONTAL

11-14° BEND - HORIZONTAL

BEND - VERTICAL

PLUG

SS

10''FM 10''FM 10''FM 10''FM

OTHER UTILITIES LEGEND

DESCRIPTION EXISTING

NATURAL GAS

TELEPHONE

UNDERGROUND TELEPHONE

ELECTRICITY

UNDERGROUND ELECTRICITY

UGG UGG

OHT OHT

UTL UTL

OHP OHP

UGP UGP

WATER LEGEND

DESCRIPTION EXISTING PROPOSED

WATER MAIN

SINGLE SERVICE LATERAL

DOUBLE SERVICE LATERAL

VALVE AND BOX

FIRE HYDRANT W/VALVE & BOX

POST HYDRANT

REDUCER

BACKFLOW PREVENTOR

CROSS

TEE

90° BEND - HORIZONTAL

45° BEND - HORIZONTAL

22-12° BEND - HORIZONTAL

11-14° BEND - HORIZONTAL

BEND - VERTICAL

CAP

10''W 10''W

ABBREVIATIONS

BOT BOTTOM JB JUNCTION BOX TC TOP OF CURB

CI CURB INLET MAX MAXIMUM TG TOP OF GUTTER

CPP CORRUGATED PLASTIC PIPE MIN MINIMUM TP TOP OF PAVEMENT

CPY TREE CANOPY MH MANHOLE TW TOP OF WALK

DIP DUCTILE IRON PIPE NTS NOT TO SCALE TYP TYPICAL

EL ELEVATION OC ON CENTER W WATER

FF FINISH FLOOR PC POINT OF CURVE W/ WITH

FG FINISH GRADE PH POST HYDRANT WV WATER VALVE

FH FIRE HYDRANT PT POINT OF TANGENT YI YARD INLET

FM FORCE MAIN (SANITARY SEWER) PVC POLYVINYL CHLORIDE # NUMBER

FP FINISH PAD RCP REINFORCED CONCRETE PIPE ' FOOT/FEET

FR FRAME RJP RESTRAINED JOINT PIPE " INCH

GI GRATE INLET R/W RIGHT-OF-WAY ° DEGREE

GV GATE VALVE SD STORM DRAINAGE

HDPE HIGH DENSITY POLYETHELENE SDMH STORM DRAINAGE MANHOLE

LF LINEAR FEET SF SQUARE FEET

INV INVERT ELEVATION SS SANITARY SEWER

NOT TO SCALE

1. THE PROJECT AREA IS LOCATED WITHIN THE PARKS AND RECREATION (PR) ZONING DISTRICT. THE PROJECT AREA IS 11.4 ACRES

AND THE PERMITTED DISTURBED AREA IS 11.4 ACRES.

2. THE PROPERTY IS WITHIN FLOOD FLOOD ZONE X (SHADED), ZONE X (UNSHADED), AND ZONE AE (BASE FLOOD ELEVATIONS 10 & 11), AS SHOWN ON THE BEAUFORT COUNTY, SOUTH CAROLINA FLOOD INSURANCE RATE MAPS 45013C0456G AND

45013C0452G, EFFECTIVE MARCH 23, 2021.

3. ALL ON SITE ELEVATIONS REFER TO NAVD88 DATUM, HORIZONTAL DATUM IS NAD83. EXISTING CONDITIONS PLAN BASED ON SURVEY BY ATLAS SURVEYING, INC., DATED APRIL 21, 2023. CONTACT ATLAS SURVEYING, INC. FOR HORIZONTAL AND

VERTICAL CONTROLS.

4. ALL CONSTRUCTION MATERIALS AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH CONSTRUCTION PLANS AND SCDOT

SPECIFICATIONS AND SPECIAL PROVISIONS.

5. CONSTRUCTION SHALL CONFORM TO SCDOT STANDARD DRAWINGS, LATEST EDITION, AS APPLICABLE.

6. THE CONTRACTOR SHALL GRASS ALL AREAS LEFT DISTURBED BY CONSTRUCTION WITHIN 14 DAYS OF THE DISTURBANCE.

7. TREE PROTECTION BARRICADES, IF REQUIRED, SHALL BE INSTALLED PRIOR TO ANY CLEARING ACTIVITY AND MAINTAINED UNTIL

INSTRUCTED BY THE OWNER TO REMOVE THEM.

8. THE CONTRACTOR SHALL CONTACT ANY AND ALL LOCAL UTILITY COMPANIES BEFORE WORK COMMENCES. UTILITIES SHOWN ON THE PLAN ARE APPROXIMATE. THE CONTRACTOR SHALL VERIFY UTILITIES WITHIN THE PROJECT LIMITS WITH THE RESPECTIVE UTILITY COMPANIES. CONFLICTS SHOUDL BE AVOIDED TO THE EXTENT POSSIBLE. ANY DAMAGE TO EXISTING UTILITIES SHALL BE REPAIRED AT THE EXPENSE OF THE CONTRACTOR. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL UTILITY COORDINATION AND ASSOCIATED FEES. NOTIFY THE OWNER/ENGINEER OF UTILITY CONFLICTS OR VARIANCES FROM THE PLANS PRIOR TO

BEGINNING WORK OR PURCHASE OF MATERIALS.

9. THE CONTRACTOR SHALL COORDINATE DEMOLITION AND IMPROVEMENTS WITH THE OWNER, SCDOT, AND THE HISTORIC MITCHELVILLE FREEDOM PARK ASSOCIATION TO MINIMIZE INTERFERENCE TO TRAFFIC AND OPERATIONS OF FACILITIES.

CONTRACTOR SHALL COORDINATE CONSTRUCTION ACTIVITIES WITH ADJACENT PROPERTY OWNERS. CONTRACTOR SHALL MAKE PROVISIONS FOR MAINTAINING CONTINUOUS ACCESS FOR LANDOWNERS AND GENERAL PUBLIC AT ALL TIMES DURING

CONSTRUCTION.

10. CONTRACTOR MUST PROVIDE ACCESS FOR EMERGENCY SERVICE VEHICLES AT ALL TIMES DURING CONSTRUCTION.

11. ALL UTILITY POLES ADJACENT TO PROPOSED CONSTRUCTION MUST BE SECURED PRIOR TO ANY ADJACENT DISTURBANCE AND THE PROCEDURE MUST BE ACCEPTABLE TO THE UTILITY COMPANY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE UTILITY SHORING, BRACING, AND/OR RELOCATION WITH UTILITY COMPANY PRIOR TO COMMENCEMENT OF CONSTRUCTION.

12. EACH EXISTING ROAD WILL BE CLEANED UP AND RESTORED DAILY.

13. NOTIFY THE ENGINEER, TOWN OF HILTON HEAD ISLAND, AND HISTORIC MITCHELVILLE FREEDOM PARK ASSOCIATION 48 HOURS

BEFORE BEGINNING CONSTRUCTION.

14. IT IS THE OBLIGATION OF THE CONTRACTOR TO MAKE THEIR OWN INTERPRETATION OF ALL SURFACE AND SUBSURFACE DATA AVAILABLE AS TO THE NATURE AND EXTENT OF THE MATERIALS TO BE EXCAVATED, WASTED, GRADED, AND COMPACTED. THE INFORMATION SHOWN ON THESE PLANS IN NO WAY GUARANTEES THE AMOUNT OR NATURE OF THE MATERIAL TO BE

ENCOUNTERED.

15. SELECT BORROW THAT MAY BE NECESSARY FOR THE CONSTRUCTION OF THIS PROJECT SHALL BE PROVIDED BY THE CONTRACTOR. CONTRACTOR SHALL PROVIDE THE APPROPRIATE SUBMITTALS FOR REVIEW FROM THE BORROW SOURCE

PRIOR TO MATERIAL PURCHASE AND TRANSPORTING FILL TO THE SITE.

16. ALL EROSION AND SEDIMENT CONTROL DEVICES SHALL BE CONSTRUCTED SIMULTANEOUSLY WITH THE DISTURBANCE OF THE LAND, INCLUDING DEMOLITION, AND SHALL REMAIN FUNCTIONAL UNTIL THE CONTRIBUTING DISTURBED AREAS ARE STABILIZED. SILT BARRIERS WILL BE INSTALLED AS NECESSARY TO PREVENT EXCESSIVE EROSION.SILT BARRIERS WILL BE INSTALLED AS NECESSARY TO PREVENT EXCESSIVE SEDIMENTATION OF DOWNSTREAM AREAS. DEVICES SHALL BE IN ACCORDANCE WITH THE MANUAL OF "EROSION AND SEDIMENT CONTROL PRACTICES FOR DEVELOPING AREAS" BY THE S.C. LAND RESOURCES

CONSERVATION COMMISSION.

17. CONTRACTOR SHALL FIELD VERIFY ELEVATION, SIZE, AND LOCATION OF ALL EXISTING PIPES AND STRUCTURES PRIOR TO COMMENCING CONSTRUCTION. CONTRACTOR SHALL NOTIFY ENGINEER AND OWNER IMMEDIATELY OF ANY DISCREPANCIES FROM INFORMATION DEPICTED ON PLANS PRIOR TO PROVIDING MATERIAL AND STRUCTURE SUBMITTALS.

18. CONTRACTOR SHALL CONFIRM ALL CIVIL SITE WORK PERMITS AND CONSTRUCTION EASEMENTS HAVE BEEN OBTAINED PRIOR TO COMMENCING CONSTRUCTION. A COPY OF ALL PERMITS SHALL BE KEPT ON-SITE AT ALL TIMES DURING CONSTRUCTION.

19. ALL STORM DRAINAGE PIPE SHALL BE ASTM C76 CLASS III REINFORCED CONCRETE PIPE WITH RUBBER GASKET JOINTS UNLESS OTHERWISE NOTED. NO LIFTING HOLES WILL BE ALLOWED. ALL STORM DRAIN PIPE JOINTS SHALL BE WRAPPED TWICE WITH FILTER FABRIC (MIRAFI 140-N) OR EQUIVALENT. SEE SPECIFICATIONS FOR WIDTH AND OVERLAP.

20. ANY DEFECTIVE, DAMAGED OR UNSOUND PIPE SHALL BE REJECTED. ALL FOREIGN MATTER OR DIRT SHALL BE REMOVED FROM THE INSIDE OF THE PIPE BEFORE IT IS LOWERED INTO ITS POSITION IN THE TRENCH AND SHALL BE KEPT CLEAN DURING AND AFTER LAYING. CARE SHALL BE TAKEN TO PREVENT DIRT FROM ENTERING THE JOINT SPACE. AT TIMES WHEN PIPE LAYING IS NOT IN PROGRESS, THE OPEN ENDS OF THE PIPE SHALL BE CLOSED BY ACCEPTABLE MEANS AND NO TRENCH WATER SHALL BE

PERMITTED TO ENTER PIPE.

21. SOME LARGER TREES ARE SHOWN ON PLANS. HOWEVER, IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY NUMBER OF TREES TO PROTECT OR REMOVE BY CONDUCTING A FIELD WALK THROUGH PRIOR TO BIDDING THE WORK. COORDINATE

SITE ACCESS WITH OWNER.

22. PERMANENT COVER SHALL BE ESTABLISHED AND GROUND COVER SHALL BE MAINTAINED FOR A WARRANTY PERIOD OF ONE

YEAR FROM THE DATE OF THE FINAL ACCEPTANCE OF THE PROJECT.

23. SUITABLE MATERIAL EXCAVATED DURING CONSTRUCTION SHALL BE USED ON SITE TO THE EXTENT POSSIBLE. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IF UNSUITABLE MATERIAL IS DISCOVERED PRIOR TO BEGINNING ANY REMOVAL OPERATION. ANY EXCESS SUITABLE OR UNSUITABLE MATERIAL SHALL BE HAULED OFFSITE AT THE CONTRACTOR'S EXPENSE.

24. THE CONTRACTOR SHALL IMMEDIATELY REPAIR EXISTING WATER & SEWER SERVICES DAMAGED DURING CONSTRUCTION AT

THE CONTRACTOR'S EXPENSE.

25. CONTRACTOR IS RESPONSIBLE FOR AND SHALL INCLUDE IN THEIR BID, ALL NECESSARY BRACING, SHEETING AND DEWATERING TO COMPLETE THE PROJECT, AND TO PROTECT THE CONSTRUCTION WORKERS AND ALL ADJACENT STRUCTURES, TREES, AND LANDSCAPING. THE CONTRACTOR IS RESPONSIBLE FOR ALL REPAIR AND COST TO RETURN AREA TO ORIGINAL CONDITION.

26. PROPERTY CORNERS DISTURBED BY CONSTRUCTION SHALL BE REPLACED BY A REGISTERED LAND SURVEYOR PROVIDED BY THE

CONTRACTOR AT THE CONTRACTOR'S EXPENSE, PRIOR TO FINAL PAYMENT.

27. CONTRACTOR SHALL FLUSH ALL STRUCTURES AND PIPES AT THE COMPLETION OF CONSTRUCTION TO REMOVE SILT AND DEBRIS. SILT AND DEBRIS ARE TO BE COLLECTED AND DISPOSED OF PROPERLY. THE CLEANING AND FLUSHING OF STRUCTURES

AND PIPES SHALL BE CONSIDERED PART OF THE COST FOR THE PIPE ON THE PROJECT.

28. ALL DAMAGE CAUSED BY CONTRACTOR OR ITS SUB-CONTRACTORS DURING CONSTRUCTION IS TO BE REPAIRED TO ORIGINAL CONDITIONS AT THE CONTRACTOR'S EXPENSE. CONTRACTOR TO PAY ALL FINES, PENALTIES & FEES AND HOLD

HARMLESS OWNER.

29. CONTROL OF STORMWATER THROUGHOUT THE CONSTRUCTION PERIOD SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.

EXISTING DRAINAGE PATTERNS SHALL BE MAINTAINED THROUGHOUT THE CONSTRUCTION PERIOD. ALL PENALTIES, CLAIMS, AND FEES IMPOSED ON THE OWNER AS A RESULT OF DAMAGE CAUSED BY ACTIONS OF THE CONTRACTOR, HIS EMPLOYEES, OR SUBCONTRACTORS SHALL BE BORNE IN FULL SOLELY BY THE CONTRACTOR.

30. ALL CONSTRUCTION DEBRIS SHALL BE REMOVED FROM THE SITE DAILY AND DISPOSED OF IN AN ACCEPTABLE WASTE DISPOSAL AREA IN ACCORDANCE WITH FEDERAL, STATE, AND LOCAL REGULATIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DISPOSAL OF ALL CONSTRUCTION DEBRIS. DISPOSAL BY BURNING IS PROHIBITED.

31. CONTRACTOR SHALL SUBMIT A TRAFFIC CONTROL PLAN FOR OWNER/ENGINEER REVIEW PRIOR TO IMPLEMENTATION.

CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL PLAN NO LATER THAN 2 WEEKS PRIOR TO IMPLEMENTATION. ALL TRAFFIC CONTROL MEASURES SHOULD BE IN ACCORDANCE WITH THE MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES, LATEST

EDITION.

32. CONTRACTOR TO CONTACT TOWN OF HHI PLANNING DEPARTMENT TO SCHEDULE PRE-CLEARING INSPECTIONS ONCE TREE PROTECTION AND EROSION CONTROL HAS BEEN INSTALLED PRIOR TO COMMENCEMENT OF CLEARING AND CONSTRUCTION.

33. CONTRACTOR TO PROVIDE ENGINEER WITH CERTIFICATE OF COMPLIANCE INFORMATION TO BE SUBMITTED TO TOWN OF HHI PLANNING DEPARTMENT. CONTRACTOR TO PROVIDE AMPLE NOTICE TO ENGINEER PRIOR TO SCHEDULING CERTIFICATE OF

COMPLIANCE SUBMITTAL.

34. CONTRACTOR TO PERFORM WORK WITHIN THE CRITICAL ROOT ZONE OF SPECIMEN AND SIGNIFICANT TREES TO REMAIN

UNDER THE SUPERVISION OF A CERTIFIED ARBORIST.

35. CONTRACTOR SHALL COORDINATE TIE-IN OF NEW WATER AND SEWER FACILITIES TO HILTON HEAD ISLAND PUBLIC SERVICE DISTRICT NO. 1. CONSTRUCTION OF WATER SYSTEMS SHALL CONFORM TO HHI PSD NO. 1 STANDARDS, LATEST EDITION.

36. SHOULD PIPE, FITTINGS, AND OTHER MATERIALS BE NEEDED IN ADDITION TO THAT SHOWN ON THE DRAWINGS BECAUSE PIPELINE WAS NOT INSTALLED TO THE ALIGNMENT AND PROFILE SHOWN, THEN THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING THOSE NECESSARY MATERIALS AND PROVIDING THE EQUIPMENT AND LABOR TO INSTALL THEM TO MEET THE

DESIGN INTENT OF THE WATERMAIN AT NO ADDITIONAL COST TO THE OWNER.

37. EXISTING OR PROPOSED MANHOLE FRAMES SHALL BE ADJUSTED TO MATCH FINAL GRADE BY THE CONTRACTOR AT NO

ADDITIONAL COST.

38. CONTRACTOR SHALL GRADE AREAS TO DRAIN FOR POSITIVE FLOW PRIOR TO FINAL APPROVAL.

39. THE FOLLOWING NOTES ARE SPECIFIED BY THE SOUTH CAROLINA DEPARTMENT OF ENVIRONMENTAL SERVICES - BUREAU OF

WATER (COASTAL) AND ARE TO BE EXECUTED BY THE CONTRACTOR:

A. ALL SEDIMENT CONTROL MEASURES SHALL BE INSPECTED AT LEAST ONCE EVERY SEVEN CALENDAR DAYS AND AFTER ANY STORM EVENT OF GREATER THAN 0.5 INCHES OF PRECIPITATION DURING ANY 24-HOUR PERIOD. ALL SEDIMENT CONTROL

FEATURES SHALL BE MAINTAINED UNTIL FINAL STABILIZATION HAS BEEN OBTAINED.

B. 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 14 DAYS AFTER THE CONSTRUCTION ACTIVITY IN THAT PORTION OF THE SITE HAS TEMPORARILY OR PERMANENTLY CEASED, UNLESS ACTIVITY

IN THAT PORTION OF THE SITE WILL RESUME WITHIN 14 DAYS.

C. RESIDENTIAL SUBDIVISIONS REQUIRE EROSION CONTROL FEATURES FOR INFRASTRUCTURE AS WELL AS FOR INDIVIDUAL LOT CONSTRUCTION. INDIVIDUAL PROPERTY OWNERS SHALL FOLLOW THESE PLANS DURING LOT CONSTRUCTION OR PROVIDE AN INDIVIDUAL PLAN MEETING SECTION R.72-307 OF THE STORM WATER MANAGEMENT AND SEDIMENT REDUCTION ACT

REQUIREMENTS.

D. VEHICLE TRACKING OF SEDIMENTS FROM LAND DISTURBING ACTIVITIES ONTO PAVED PUBLIC ROADS CARRYING SIGNIFICANT AMOUNTS OF TRAFFIC (ADT OF 25 VEHICLES/DAY OR GREATER) SHALL BE MINIMIZED.

40. CONTRACTOR TO REFER TO THE MOST CURRENT EDITION OF THE SCDOT STANDARD DRAWINGS.

41. CONTRACTOR TO PERFORM WORK WITHIN THE CRITICAL ROOT ZONE OF SPECIMEN AND SIGNIFICANT TREES TO REMAIN

UNDER THE SUPERVISION OF A CERTIFIED ARBORIST.

GENERAL NOTES

ENGINEER:

GENERAL PROJECT/SITE INFORMATION

CLIENT:

UTILITY:

SURVEYOR(S):

TOWN OF HILTON HEAD ISLAND

1 TOWN CENTER COURT

HILTON HEAD ISLAND, SC 29928

PHONE: 843-341-4600

WATER AND SEWER

HILTON HEAD PUBLIC SERVICE DISTRICT NO. 1

21 OAK PARK DRIVE

HILTON HEAD ISLAND, SC 29926

(843) 681-5525

TELEPHONE AND CABLE

HARGRAY

5 BUCK ISLAND ROAD

BLUFFTON, SC 29910

(843) 295-8269

BEAUFORTCOUNTY:

ZONING: PR

ATLAS SURVEYING, INC.

168 BOARDWALK DR, SUITE A

RIDGELAND, SC 29936

(843) 645-9277

ELECTRIC

PALMETTO ELECTRIC COOPERATIVE, INC.

111 MATHEWS DRIVE

HILTON HEAD ISLAND, SC 29926

(843) 681-5551

TOWN OF HILTON HEAD ISLANDMUNICIPALITY:

THOMAS & HUTTON

50 PARK OF COMMERCE WAY

SAVANNAH, GA 31405

(912) 234-5300

CONTACT: MICHAEL S. HUGHES

OWNER:

TOWN OF HILTON HEAD ISLAND

1 TOWN CENTER COURT

HILTON HEAD ISLAND, SOUTH CAROLINA 29928

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TELUGFO UGFO UGFO UGFO

UGFO UGFO UGFOUGFO UGFO UGFO UGFOFO

F

UGFO

TEL

UGFOUGFOUGFOUGFOUGFO

UGFO UGFO UGFO

SN

FO

FO

BO

A

RD

W

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LK/D

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COVERED

VIEWING

PIER

CJB

25' 25'

27' ROAD CENTER LINE TO EDGE OF R/W

23' RO

A

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EN

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E TO

ED

G E O

F R/W

BEACH CITY ROAD

CIRCLEWOOD DRIVE

MITCHELLVILLE ROAD

BEACH CITY ROAD

OPEN MARSHES OF PORT ROYAL SOUND

C4.1,C4.2,C5.1,C6.1,EC1.1

V1.1,CD1.1,C1.1,C2.1,C3.1

1" = 80'

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GRAPHIC SCALE:

FEET 1 INCH =

0 40

DESIGNED:

SCALE:

REVIEWED:

APPROVED:

DRAWN:

JOB NO:

DATE:

NO. REVISIONS DATE

CLIENT/OWNER:

PROJECT LOCATION:

DATUM: HORIZ.: VERT.:

BY

INDEX PLAN

G1.1 28374.0011

PARKING AREA & LOOP ROAD

HISTORIC MITCHELVILLE

FREEDOM PARK

HILTON HEAD ISLAND

BEAUFORT COUNTY, SOUTH CAROLINA

NAD83 NAVD88

TOWN OF HILTON HEAD ISLAND

KMS

ATL

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APPROX. 1,215'

TO THE R/W OF

DILLON ROAD

APPARENT

DRIVEWAY

ENCROACHMENT

3.31'

EL.:

BENCHMARK

17.58'

NAIL IN TREE

NAVD 88

SPG

JB

SN

SN

SN

SN

SN

SN

SN

SN

SN

SN

SN

SN

SN

TC

TC

TC

X X X X XX X X

X X

X

JB

JB

W

(CAMERA)

1" PVC STUBOUT

BENC

H

BENC

H

BEN

C

H

BEN

C

H

BE

N

C H

BE

NC

H

WOODSTAGE

W O

O D

STA

G

E W

O O D

ST

AG

E

FLOOD

ZONE X

ZONE X

(0.2% CHANCE)

ZONE X

(0.2% CHANCE)

ZONE AE

ELEV. 10'

FLOOD

ZONE X

ZONE X

(0.2% CHANCE)

UGFO UGFO UGFO

UGFO UGFO UGFO UGFO UGFO UGFO UGFO UGFO UGFO

UTLUTLUTLUTLUTLUTL

UTL

UTLUTLUTLUTLUTLUTLUTLUTLUTLUTL

UTL

UGP UGP UGP UGP UGP UGP

UGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGP

10" CONCRETE

HEADWALL

1" CONCRETE

HEADWALL

GATE

3' CHAIN

2' CHAIN FENCE

W/ WOOD POSTS

6' WOOD

FENCE

GATE

2" CHAIN

6' CHAINLINK FENCE

WOOD SHED

FFE:12.85'

WOOD SHED

FFE:13.19'

UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGPUGFO UGFO UGFO UGFO UGFO UGFO UGFO UGFO UGFOUGFO UGFO UGFO UGFO UGFO UGFO UGFO UGFO UGFO UGFO

UTL UTL UTL UTL UTL UTL

UTL UTL UTL UTLUTLUTLUTLUTLUTLUTL

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UTLUTL WWWWWWWWWWWWWW

FO

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BOTTOM BANK /

OCRM CRITICAL LINE

35' R/W

(PER REF. #8)

35' ACCESS EASEMENT

(PER REF. #8)

XXXXXXXXXXXXXXXX

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UTLUTLUTL

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UGFO UGFO

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UGPUGP

FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM

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FM FM FM FM FM FM FM FM FM

UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP

WWWWWWWW

UTLUTLUTLUTLUTLUTLUTLUTLUTLUTL

UTL UTL UTL UTL UTL UTL UTL UTL

UGFOUGFOUGFOUGFOUGFOUGFOUGFOUGFOUGFOUGFO

UGFO UGFO UGFO UGFO UGFO UGFO UGFO UGFO

UTL

SN

SNN48°22'18"E 259.37'

L1

N48°21'22"E 294.33' N48°23'02"E 272.06'

L2 L3

N 41°47'01"W

140.41'(T)

L4(TIE)

N48°20'36"E 165.42'

L7

S48°20'27"W 164.43'

N 41°39'21"W

140.43'(T)

N47°54'16"E 880.64'(T)

N 41°39'17"W

46.88'(TIE)

N 41°47'01"W

52.22'(TIE)

L8

L9

L14

L15

L43

L44

L45

451.71'294.43'134.50' 114.69'

138.00'

2.41'

S48°44'27"W 138.56'

S47°59'17"W 112.94' S48°19'41"W 566.40'(T)

213.95' 246.35'

138.00'

2.43'

N 41°39'17"W

148.06'(T) 138.00'

7.57'

2.49'

S50°33'13"W 335.59'(T)

S41°38'41"E

102.49'(TIE)

S41°34'09"E

79.89'(TIE)

S41°36'21"E

59.58'(TIE)

220.67'

55.70'

3X3" CMF

4X4" CMF

3X3" CMF

3X3" CMF

1" IPF

1" IPF

3X3" CMF

1/2" IPF W/CAP

1/2"

RBFD

3X3" CMF

3X3" CMF

3X3"

CMF

4X4"

CMF

4X4"

CMF

4X4"

CMF

4X4"

CMF

1/2" IRF

FO TEL

TR

TR

TR TR

TR

TEL

W

IE:11.83'

PD 24" RCP

IE:13.55'

IE:13.60'

IE:13.53' IE:13.58'

IE:12.40'

PD 18" RCP

IE:11.92'(FES)

PD 15" RCP

IE:4.45'

IE:4.79'

IE:5.38'(FES)

±33LF

12" RCP @ 0.15%

±24LF

15" RCP @ 0.20%

±25LF

±38LF

24" RCP @ 1.56%

W

E

FLAG POLE

E

FO

W

WOOD POST (TYP.)

(CAMERA)

TOP OF BERM

BOTTOM OF BERM

BOTTOM OF BERM

TOP OF BERM

TOP OF BERM

BOTTOM

OF BERM TOP OF BERM

BOTTOM OF BERM

TOP OF BERM

BOTTOM OF BERM

WOOD SHED

FFE:15.32'

4' CHAINLINK FENCE

4' CHAINLINK

FENCE

GATE

ONE STORY

STUCCO SIDED

BUILDING

(BATHROOM)

FFE:11.46'

CHAIN

GATEWATER

FOUNTAIN

SSCO

BIKE

RACK

(SHOWER)

S

(CAMERA)

(CAMERA) (CAMERA)

(CAMERA)

(ROUTER)

(CAMERA)

SN

W

VARIABLE WIDTH R/W

(PER REF. #8)

35' R/W

(PER REF. #8)

GRINDER PUMP

(18" HDPE ERECT)

(UNDER FAKE ROCK)

RIM:10.39'

SUMP:5.95'

E

8" TABBY

WALL

SN

WSE:4.44'

(04-06-23)

EL.:

BENCHMARK

16.65"

NAIL IN TREE

NAVD 88

APPROXIMATE LOCATION OF

AIRPORT APPROACH PATH

(SCALED IN PER REFERENCE #16)

4X4" CMF

N:147,192.24 E:2,097,222.62

1" IPF

N:147,025.17

E:2,096,361.62

ABANDONED

ABANDONED

ABANDONEDABANDONED

ABANDONED

TEL CJB

0.5838'

0.9636'

C

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10 LA

10 LA

10 LA10 LO

11 LA

12 DEAD

12 9 LO

12 LO

12 LO

13 LA

13 LA

13 11 11 LA

13 LA

13 LO

14 LA

15 P

15 LO

15 LO

16 LA

16 13 10 LO

16 LO

17 16 LO

18 LO

19 P

21 LO

21 LA

23 P

24 14 LA

25 P

29 14 12 LO

6 LA

6 LA

6 LA

6 LA

6 LA

6 LA

6 LA

7 LA

7 LO

8 LA

8 LO

8 LA

8 6 6 LO

9 LO

9 LO9 LO

10 LA

10 LA

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10 LA

10 LA

10 LA

10 LA

10 LO

10 WO

10 LA

10 LO

11 LO

11 LA

11 LA

11 LA11 8 WO

11 LA

11 6 LA

11 LA

11 CH

11 LA

11 LA

11 WO

12 LA

12 LO

12 LO

12 DEAD

12 LA

12 LA

12 LA

12 CH

12 LO

12 LO

12 10 DEAD 12 LA

13 LA

13 11 LA

13 WO

13 10 LA

13 LO 8 DEAD

13 LO

14 LO 14 LA

14 LO

15 LA

15 WO

15 P 14 WO

15 P

15 13 LA

15 LA

16 LA

16 LA

16 LO

16 LA

16 LA

16 P

17 LA

17 LA

17 LA

17 LO

17 LO

17 LO

18 LA

18 P

18 P

18 LA 18 P19 LA

19 LO

19 WO

19 13 LO

20 P

20 LO

20 P

21 P 21 LA

21 LO

21 LA

22 P 22 P

22 DEAD

22 LA

23 DEAD

24 P

24 20 LO

24 P

25 P

26 12 LA

26 LA

26 21 LO

26 LO

28 LO

29 23 21 13 LO

29 10 LO29 LO

30 27 LO

33 16 LO

33 LA

34 DEAD

43 LO

46 LO

48 LO

49 27 LO

6 LO

6 LA

6 LA

6 LA

6 LA

6 LA

6 LA

6 LA6 LA

6 LA

6 LA

6 WO

6 WO

6 LO

7 WO

7 WO

7 LA

7 WO

7 WO

7 LO

7 LO

8 LO

8 LO

8 WO

8 LA

8 WO

8 LA

8 LA

8 DEAD

8 DEAD

8 LA

8 LA

8 LO

8 WO

9 LA

9 WO

9 WO

9 6 LA

9 LA

9 LA

9 LA

9 CH

9 7 LO

9 7 LO

60 LO

10 LO

10 LA

10 LO

10 LO

10 CH

10 LO

10 LO 10 DEAD

10 LO

10 LO

10 10 9 9 8 7 6 LO

10 LA

10 LO

10 LO

10 LA

10 DEAD

10 LO10 LO

10 P

10 P

10 P

10 P

10 P

10 WO

11 LO

11 WO

11 10 LO

11 LO

11 9 LO

11 10 CH

11 WO

11 LO

11 LO

11 LO

11 LO

11 LO

11 10 LO

11 LO

11 LA

11 7 LO

11 LA

11 P

11 LO

11 LO 13 DEAD

11 P

11 P

11 P

11 WO

11 P

11 MAP

11 LA

12 LA

12 LO

12 LO

12 LO

12 LO

12 LO

12 LO

12 9 CH

12 LA

12 LO

12 LO

12 11 LA

12 P

12 P

12 P12 P12 P

12 LO

13 9 LO 7 DEAD

13 11 LO

13 LO

13 WO

13 LO

13 LA

13 7 P

13 P

13 P

14 LO

14 LO

14 LA 14 13 12 LO

14 LO

14 LO

14 DEAD

14 LO

14 11 LO 12 DEAD

14 LO

14 LO 13 11 DEAD

14 LO

14 LO

14 LO

14 P

14 P 14 P

14 MAP

15 13 13 LO

15 12 9 CH

15 LO

15 LA

15 LO

15 LO

15 LO

15 LO

15 LO

15 LA

15 LO

15 LA

15 LA

15 LA

15 LA

15 LO

15 14 LO

15 LO

15 WO

15 7 LO

15 P

15 P

15 P

15 13 10 9 LO 7 DEAD

15 P

15 P

15 13 12 1O MAP

15 DEAD

16 LA

16 10 LO

16 LO

16 LA

16 LO

16 LA

16 LO

16 LO

16 LA

16 P

16 LA

16 LO 16 LA 9 LO

16 LA

16 P

16 P

16 P

16 P

16 LA

17 LO

17 LO

17 LA

17 LO

17 LO

17 P

17 16 LO 11 DEAD

17 P

17 P

17 LA

17 P

17 14 P

17 P

17 P

17 MAP

18 16 LO

18 LO

18 15 LO

18 LA

18 LO 6 DEAD

18 LA

18 LO

18 LO 8 DEAD

18 P 18 16 LO

19 LA

19 15 LO

19 LO

19 LO

19 LO

19 LA

19 LA

19 LA

19 LO

19 16 LA

19 P

19 P

19 P 19 P

19 P

19 P 19 P

19 DEAD

20 P

20 LA

20 LO

20 16 LA

20 LA

20 LA

20 12 LO

20 P

20 LA

21 LO

21 LO

21 P

21 LA

21 14 LO

21 21 16 LO

21 LA

21 LA

21 14 LO

21 LO21 LO

22 P

22 LO

22 LA

22 20 LO

22 LO

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22 WO

22 P

22 P

23 LO

23 16 LO

23 LO

23 LO

23 LO

23 22 P

23 LA

23 P

23 DEAD

24 LO

24 P

24 LO 10 10 DEAD

24 P

24 21 19 LO

24 23 LO

24 LO

25 LO

25 14 LO

25 LA

26 P

26 P

26 LO

27 24 23 LO

27 P 15 LA

27 LA

28 LA

28 LO

29 P

29 26 LO

29 P

29 P

30 LA

32 LO

33 LO

34 LO

34 LO

35 23 13 LO

38 LO

41 LO

43 26 LO

6 LA

6 LO

6 LO

6 LO

6 LO

6 LO

6 DEAD

6 LA 6 LA

6 WO

6 WO 6 LO

6 LA

6 LA

6 LA

63 LO

7 DEAD

7 LA

7 LO7 6 LO

7 LO

7 LO

7 DEAD

7 LO

7 LA

7 LO

7 LA

7 LO

7 LA

7 LO

7 SWEET BAY MAG

7 LO

8 DEAD

8 LO8 LO8 LO

8 LO

8 LO

8 LO

8 LO

8 DEAD

8 LO

8 LO

8 LO

8 DEAD8 DEAD

8 LA

8 LA

9 8 LO

9 LO

9 CH

9 9 7 CH

9 CH

9 LO

9 8 CH

9 LO

9 LO

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9 CH

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9 CH

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9 LA

9 LO

9 LA

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9 LA

9 P

9 P

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9 P

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9 MAP9 MAP

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9 CH

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9 P

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9 6 MUL

10 LA

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10 LO

10 9 8 LO

10 9 9 CH

10 LA

10 LO

11 LO

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11 LA11 7 LO

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12 6 LO

12 WO

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14 LA

14 7LO

14 LA

14 P

15 LA

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16 15 11 LO 7 DEAD

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16 LA

17 LO

17 LA

18 LA

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19 LA

20 LA

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22 18 13 13 LO

22 LA

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25 LO

26 23 LO

28 LO

28 LA

29 LA

33 LO

34 LO

35 LO

6 WO

6 LO

6 WO

6 WO

6 WO

7 WXM

7 LO

7 DEAD

7 WO

7 MUL

7 LO

7 LA

7 LA

8 LO

8 LA

8 LA

8 LA

9 LO

9 LO

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9 LO

9 LO

9 LO

9 8 CH

9 LO9 LO

9 WXM

9 LO

9 LO

9 LO

9 WO

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10 LA

10 DEAD

10 LA

10 LA

11 LO

11 LA

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11 WO

11 LO

11 LA

11 LO

12 11 LO

12 LA

12 11 LA

13 LA

13 LO

13 LO

14 LA

14 LO

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14 LA

15 LO

15 9 LO

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15 LA

16 LA

16 LO

16 LA

17 16 12 LO

18 LA

18 LO

19 LA

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20 LA

21 LA

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22 LA

23 P

24 LO

26 LO

27 LO

27 LA

28 22 LO

30 LA

32 23 LO

48 LO

6 LA

6 LA

6 CH

6 LO

7 CH

7 LA

7 LA

8 LA

9 LA

9 LO

10 LO

10 LO

10 LO

11 LO

11 LA

11 10 10 9 8 MAP

13 8 LO

14 LO

14 LO

14 WO

14 LO

16 LA

16 15 LO

16 P

17 13 12 LO

18 LO

18 P

20 LO

21 15 LA

21 LA

21 WO

22 LO

23 LO

24 LO

25 12 10 LO

33 LO

33 LO

6 LA

6 LA

7 LO

7 CH

7 LO

7 LA

8 LA 8 LA

8 LO

8 PA

9 8 LA

9 LA

9 WO

9 LO

9 LA

9 LA

9 LO

9 CH

9 BG

10 WO

10 LO 10 DEAD

10 MAP

20 LA

10 LO

10 LO12 DEAD

13 LO

17 LO

25 LO

26 LO 18 DEAD

31 LO

33 20 LO 46 LO

8 CH

8 DEAD

9 LO

9 LO

10 LA

11 CH 12 LA

13 LA

18 LA

19 LO 19 13 BG

20 P

20 LO

24 P

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24 LA

25 P

25 LA

26 P

26 P 26 LA

27 LO

28 P

28 LO

30 P

30 P

7 LA

8 LA

8 LA

9 LA

9 LA

10 LO

6 DEAD

9 LO

13 LO

PARCEL 248

TMS R510 005 000 0248 0000

36,516 S.F.

0.838 AC.

TMS R510 005 000 0208 0000

PROJECT AREA

420,537 S.F.

9.655 AC.

N/F

TOWN OF HILTON HEAD ISLAND

TMS R510 005 000 208 0000

S-333

N/F

WHITE FAMILY TRUST

TMS R510 005 000 010E 0000

PB:100 PG:191

DB:4014 PG:136

POND

TMS R510 005

000 0208 0000

PROJECT AREA

420,537 S.F.

9.655 AC.

PROPERTY LINE

PER PB 27 PG 48 PROPERTY LINE

PER PB 27 PG 48

PROPERTY LINE

PER PB 24 PG 158

& PB 134 PG 28

PROPERTY LINE

PER PB 132 PG 174

& PB 100 PG 191

TMS R510 005 000 010I 0000

83,764 S.F.

1.923 AC.

TMS R510 005 000 0208 0000

BEACH CITY ROAD 50' R/W

BOTTOM BANK /

OCRM CRITICAL LINE

27' ROAD CENTER LINE TO EDGE OF R/W

23' RO

A

D C

EN

TER LIN

E TO

ED

G E O

F R/W

25' TYPE B OPTION 1 BUFFER (PLANTING & BUFER TYPE BY OTHERS)

40' MINOR ARTERIAL SETBACK

25' TYPE B OPTION 1 BUFFER (PLANTING & BUFER TYPE BY OTHERS)

40' MINOR ARTERIAL SETBACK

25' TYPE B OPTION 1 BUFFER (PLANTING & BUFER TYPE BY OTHERS)

40' MINOR ARTERIAL SETBACK

12 12

12 13 13

15 14

15 15

16 15

+0

+0

+0

+0

+0

+0

+0

+0

+0

PC

: 1

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PT

: 1

5+

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1" = 30'

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GRAPHIC SCALE:

FEET 1 INCH =

0 15

DESIGNED:

SCALE:

REVIEWED:

APPROVED:

DRAWN:

JOB NO:

DATE:

NO. REVISIONS DATE

CLIENT/OWNER:

PROJECT LOCATION:

DATUM: HORIZ.: VERT.:

BY

EXISTING CONDITIONS PLAN

V1.1 28374.0011

PARKING AREA & LOOP ROAD

HISTORIC MITCHELVILLE

FREEDOM PARK

HILTON HEAD ISLAND

BEAUFORT COUNTY, SOUTH CAROLINA

NAD83 NAVD88

TOWN OF HILTON HEAD ISLAND

KMS

ATL

R M

IT

S

E T

F

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LY

BI

D

SE

T

N

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TEL

APPROX. 1,215'

TO THE R/W OF

DILLON ROAD

APPARENT

DRIVEWAY

ENCROACHMENT

3.31'

EL.:

BENCHMARK

17.58'

NAIL IN TREE

NAVD 88

SPG

JB

SN

SN

SN

SN

SN

SN

SN

SN

SN

SN

SN

SN

SN

TC

TC

TC

X X X X XX X X

X X

X

JB

JB

W

(CAMERA)

1" PVC STUBOUT

BENC

H

BENC

H

BEN

C

H

BEN

C

H

BE

N

C H

BE

NC

H

WOODSTAGE

W O

O D

STA

G

E W

O O D

ST

AG

E

FLOOD

ZONE X

ZONE X

(0.2% CHANCE)

ZONE X

(0.2% CHANCE)

ZONE AE

ELEV. 10'

FLOOD

ZONE X

ZONE X

(0.2% CHANCE)

UGFO UGFO UGFO

UGFO UGFO UGFO UGFO UGFO UGFO UGFO UGFO UGFO

UTLUTLUTLUTLUTLUTL

UTL

UTLUTLUTLUTLUTLUTLUTLUTLUTLUTL

UTL

UGP UGP UGP UGP UGP UGP

UGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGP

10" CONCRETE

HEADWALL

1" CONCRETE

HEADWALL

GATE

3' CHAIN

2' CHAIN FENCE

W/ WOOD POSTS

6' WOOD

FENCE

GATE

2" CHAIN

6' CHAINLINK FENCE

WOOD SHED

FFE:12.85'

WOOD SHED

FFE:13.19'

UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGPUGFO UGFO UGFO UGFO UGFO UGFO UGFO UGFO UGFOUGFO UGFO UGFO UGFO UGFO UGFO UGFO UGFO UGFO UGFO

UTL UTL UTL UTL UTL UTL

UTL UTL UTL UTLUTLUTLUTLUTLUTLUTL

UTLUTLUTLUTL

UTLUTL WWWWWWWWWWWWWW

FO

F

W W W

BOTTOM BANK /

OCRM CRITICAL LINE

35' R/W

(PER REF. #8)

35' ACCESS EASEMENT

(PER REF. #8)

XXXXXXXXXXXXXXXX

UTL

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UTLUTLUTLUTLUTLUTLUTLUTLUTLUTL

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UGP

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P

UG

P

UG

P

UG

P

UG

P

UG

P

UG

P

UG

P

UG

P

UGP

UGP UGP

UGP

UGP

UGP

W W

W W

W W

W W

W W

W W

W W

W W

W W

UTLUTLUTL

W W W W W W W W W W W

UG

FO

UGFO UGFO

UG

P

UG

P

W W W

TEL

TEL

UTL UTL

UGPUGP

FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM

FM

FM

FM

FM

FM

FM

FM

FM

FM

FM

FM

FM

FM

FM

TEL

FM FM FM FM FM FM FM FM FM

UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP

WWWWWWWW

UTLUTLUTLUTLUTLUTLUTLUTLUTLUTL

UTL UTL UTL UTL UTL UTL UTL UTL

UGFOUGFOUGFOUGFOUGFOUGFOUGFOUGFOUGFOUGFO

UGFO UGFO UGFO UGFO UGFO UGFO UGFO UGFO

UTL

SN

SN

3X3" CMF

4X4" CMF

3X3" CMF

3X3" CMF

1" IPF

1" IPF

3X3" CMF

1/2" IPF W/CAP

1/2"

RBFD

3X3" CMF

3X3" CMF

3X3"

CMF

4X4"

CMF

4X4"

CMF

4X4"

CMF

4X4"

CMF

1/2" IRF

FO TEL

TR

TR

TR TR

TR

TEL

W

IE:11.83'

PD 24" RCP

IE:13.55'

IE:13.60'

IE:13.53' IE:13.58'

IE:12.40'

PD 18" RCP

IE:11.92'(FES)

PD 15" RCP

IE:4.45'

IE:4.79'

IE:5.38'(FES)

±33LF

12" RCP @ 0.15%

±24LF

15" RCP @ 0.20%

±25LF

±38LF

24" RCP @ 1.56%

W

E

FLAG POLE

E

FO

W

WOOD POST (TYP.)

14.4 13.4 13.5 14.4 14.7 14.2

15.64 15.44 15.28 15.29

15.49

15.42

15.30

15.27 15.33

15.25

14.91

14.79

14.54

14.32

14.30

14.17

14.08 14.35

15.31 15.16 15.12 15.04 15.02

14.84 14.82

14.94

15.16 15.19

15.13

14.89

14.70

14.68

14.67 14.64

14.6

14.4 14.4 14.2

14.8 14.6 14.8

15.5

15.3

15.4

15.6

15.5

15.4

15.3

15.1

15.6

15.5

15.3

14.8 15.0

15.0

14.9

14.8

15.1

15.3

15.4

15.2

15.3

15.4

15.7

14.1

14.8

15.5

15.6 15.1

14.1 14.0 14.3 14.2 14.1 14.314.4

13.8

14.0

13.4

12.6

13.9 13.2

14.0 14.0

13.6

14.2

15.77 15.76 15.74 15.83

14.15 14.20 14.18

14.05

14.08

15.26 15.46 15.66 15.60 15.52 15.54 15.42 15.57

15.63 15.53 15.42

14.62

14.49

14.38

14.25

15.5

15.0

15.1

14.9

14.8 14.9

15.1

16.2

15.6 15.4

15.7

16.0

14.7 15.3

16.3 15.6

15.4

16.0 16.316.0

15.9

15.4

14.6 14.6

15.5

15.916.3

13.913.7 14.1

15.2

14.3 14.9

14.0

15.2

16.2 14.5

15.0

15.5

15.2

15.8

16.7 15.6

16.2

14.0

14.5

16.3

14.7

16.516.6

16.3

15.7

15.9 15.0

15.2

15.4

14.2

15.7

15.514.6

14.5

14.8

16.5

14.4

14.4 14.614.3

16.1

15.1 15.7

15.8 16.218.0

15.9

16.0

16.217.917.615.9 15.4

16.1

15.8

16.0

15.6

15.9

15.0

14.4 15.1

15.5

14.9

15.6

15.2 14.9

14.4

14.3 14.6 14.6

14.9 15.2 15.5

15.4 15.2 15.4 14.6 14.415.1

15.2

15.3 14.8

15.4

14.6

15.0

15.1 15.4

15.5

15.0 15.4

15.8 15.7

15.6

16.2

15.7

15.8

15.7

15.6 15.6

15.3 15.4

15.5

15.1

15.2

14.9 15.8 15.4

15.5

15.8

16.316.5

16.5

15.7

15.2

16.5 15.3

15.5

15.6 15.3

15.4

15.8 15.3

15.0

14.8 14.5

14.1 14.8

14.53

15.4014.915.42 15.58

15.20

15.2915.1614.815.05 15.0215.18 15.11 15.39

15.49 15.70

YARD ENCROACHMENT

13.7

12.5

14.3

16.5

13.9

14.1

14.1

14.3

13.6

14.2

14.2

14.2

14.0

10.9

12.4

13.3

14.3

14.5

14.5

14.2

14.6

14.3

14.6

14.0 14.314.5

14.8

14.8

14.3

14.3

14.2

14.2

11.5

13.2

14.1

13.2

11.3

10.2

9.3

9.7

10.0

11.1

8.2 8.3

8.6

11.8

14.1

12.9

13.0 13.3

13.2

13.8

12.5

12.6

12.9

13.3

13.5

13.4

13.0

13.7

14.2 14.2

12.2

12.7

13.9

13.8

13.4

13.9

13.0

13.6 13.2

13.7

13.9

13.4

13.5 13.5

14.7

13.3

14.6

14.4

14.9

12.8 12.9

12.9

10.5

9.3 9.7

10.1

11.1

12.2

11.8

11.3

11.2

14.4

14.3

14.2

14.1

13.6

13.3

12.4

11.8

11.4

11.45 11.93

8.98.38.47.9

11.01

11.39

11.09

11.6 12.1

12.6

13.2

13.0 13.1

13.4

13.8

11.8 12.2

12.3

12.2

13.3

14.2

14.3

14.4

14.6

15.0

14.4

14.1

14.0

13.9

13.7

14.5

14.7

14.6

14.3 14.3

14.5

14.4

14.2 14.2

13.8 13.6

13.2

12.9

12.611.6

14.2

14.0

10.89

10.80

10.54

10.99

10.96

11.04 11.12

11.69

10.81

11.09 11.06

11.70

10.8

13.1

12.7

12.1

12.5 12.0

12.5

11.1

11.4

12.2

11.6

11.8

11.3

11.3

8.7 9.5

9.2

7.9 7.7

7.7

8.1

9.0

9.3 8.9

9.3

9.7 9.2

9.1

9.0

8.8

9.1

8.7

9.2 9.1

8.4

10.4

9.7

9.0 9.5

11.0

11.1

13.7

13.8

14.5

15.2

13.6

9.9

8.88.78.5

8.68.78.5

10.3 10.1

6.0

5.2

4.7

4.8

4.7

4.9

4.84.8

4.7

13.4 13.0

12.9 13.0

13.0

13.3

13.6 14.7

12.9 12.2

12.0

12.0

4.4

4.2

4.4

4.1

4.4

4.1

3.5

14.4

14.5

12.58

14.35

14.28

14.05

13.98

13.75

13.55

13.40

13.23

12.9

13.1

14.3

14.6 14.4

14.4

14.7

14.8

14.9

14.9

14.7

14.5

14.714.6 13.4

14.214.4

14.7 14.9

14.7

14.7

14.9

14.414.1

13.9 14.0

12.6

13.5 13.5

12.6

12.7

11.87 12.30

14.06

13.92

13.77

13.47

13.39

13.12

12.79

12.30

14.01

13.88

13.76

13.61

13.44

13.26

12.97

12.30

13.9

14.3

14.4

14.6

14.6

14.6

14.2

14.4

14.715.0 15.1

14.8

14.1

13.9

13.6

14.4

14.2

14.0

14.1

14.2

14.5

14.8

14.7

14.414.4

14.8

15.2

14.8

7.1

3.5

12.9

3.7

8.3

4.4

8.4

13.0

13.4

12.9

9.2

3.78.0

8.7

6.5

6.7

6.6

7.5

4.2

6.8

8.4

5.4

7.1

6.8 6.3

6.5

6.8

14.11

14.41

8.2

7.5

7.2

6.8

6.3

6.6

7.26.9

13.7

14.1

14.0 14.0

14.0

14.0

13.2

13.6

12.7

12.6

12.6

12.9

12.9

12.5

12.1

12.0 6.5

6.36.6

6.9

15.315.3

15.8

15.2 14.5

15.0

15.3

15.3

4.84.8 4.6

4.7 4.8

6.9

5.3 4.84.8

4.7

4.7

5.4

6.7 7.0

7.5 6.4 7.5

8.3

8.6 9.3

8.3 8.3

8.3

5.4

5.0

8.2

4.9

8.9

13.8

14.7

14.714.3 14.8

14.9

9.5

9.9

10.5

15.3

14.8

14.8

15.5

14.6 15.1 15.1

8.27.98.2

8.3

7.2 7.0

7.97.6

8.18.2

8.1

8.4 8.7

8.5

15.8 14.8

14.9 15.5 15.3

15.3 15.7

15.2 15.5

15.215.3 15.4

(CAMERA)

TOP OF BERM

BOTTOM OF BERM

BOTTOM OF BERM

TOP OF BERM

TOP OF BERM

BOTTOM

OF BERM TOP OF BERM

BOTTOM OF BERM

TOP OF BERM

BOTTOM OF BERM

WOOD SHED

FFE:15.32'

4' CHAINLINK FENCE

4' CHAINLINK

FENCE

GATE

ONE STORY

STUCCO SIDED

BUILDING

(BATHROOM)

FFE:11.46'

CHAIN

GATEWATER

FOUNTAIN

SSCO

BIKE

RACK

(SHOWER)

S

(CAMERA)

(CAMERA) (CAMERA)

(CAMERA)

(ROUTER)

(CAMERA)

SN

W

VARIABLE WIDTH R/W

(PER REF. #8)

35' R/W

(PER REF. #8)

GRINDER PUMP

(18" HDPE ERECT)

(UNDER FAKE ROCK)

RIM:10.39'

SUMP:5.95'

E

8" TABBY

WALL

SN

WSE:4.44'

(04-06-23)

EL.:

BENCHMARK

16.65"

NAIL IN TREE

NAVD 88

APPROXIMATE LOCATION OF

AIRPORT APPROACH PATH

(SCALED IN PER REFERENCE #16)

4X4" CMF

N:147,192.24 E:2,097,222.62

1" IPF

N:147,025.17

E:2,096,361.62

10.8

ABANDONED

ABANDONED

ABANDONEDABANDONED

ABANDONED

TEL CJB

0.5838'

0.9636'

C

PY

C

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C

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CPY

CPY

C

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CPY

CPY

C

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CPY

CPY

CPY

C

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CPY

C

PY

CPY

C

PY

C

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CPY

CPY

C

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C

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C

PY

CPY

C

PY

C

PY

CPY

CPY

C

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C

PY

CPY

CPY

C

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C

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CPY

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CPY

CPY

CPY

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CPY

CPY

CPY

CPY

CPY

CPY

CPY

CPY CPY

CPY

CPY

CPY

C

PY

CPY

CPY

C

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CPY

CPY

C

PY

CPY

CPY

CPY

C

PY

CPY

CPY

C

PY

CPY

CPY

C

PY

C

PY

CPY

C

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CPY

C

PY

C

PYCPY

C

PY

CPY

CPY

C

PY

C

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C

PY

CPY

C

PY

C

PY

C

PY

C

PY

CPY

CPY

C

PY

CPY

C

PY

C

PY

C

PYCPY

C

PY

CPY

C

PYCPY

CPY

C

PY

CPY

C

PY

C

PY

CPY

CPY

CPY

CPY

C

PY

C

PY CPY

C

PY

CPY

CPY

C

PY

C

PY

CPY

CPY

C

PY

C

PY

CPYCPY

C

PY

CPY C

PY

C

PY

CPY

C

PY

CPY

CPY

CPY

C

PY

CPY

C

PY

CPY

CPY

CPY

CPY

CPY

C

PY

C

PY

CPY

CPY

CPY

CPY

CPY

C

PY

CPY

CPY

CPY

C

PY

CPY

10 LA

10 LA

10 LA10 LO

11 LA

12 DEAD

12 9 LO

12 LO

12 LO

13 LA

13 LA

13 11 11 LA

13 LA

13 LO

14 LA

15 P

15 LO

15 LO

16 LA

16 13 10 LO

16 LO

17 16 LO

18 LO

19 P

21 LO

21 LA

23 P

24 14 LA

25 P

29 14 12 LO

6 LA

6 LA

6 LA

6 LA

6 LA

6 LA

6 LA

7 LA

7 LO

8 LA

8 LO

8 LA

8 6 6 LO

9 LO

9 LO9 LO

10 LA

10 LA

10 LA

10 LA

10 LA

10 LA

10 LA

10 LO

10 WO

10 LA

10 LO

11 LO

11 LA

11 LA

11 LA11 8 WO

11 LA

11 6 LA

11 LA

11 CH

11 LA

11 LA

11 WO

12 LA

12 LO

12 LO

12 DEAD

12 LA

12 LA

12 LA

12 CH

12 LO

12 LO

12 10 DEAD 12 LA

13 LA

13 11 LA

13 WO

13 10 LA

13 LO 8 DEAD

13 LO

14 LO 14 LA

14 LO

15 LA

15 WO

15 P 14 WO

15 P

15 13 LA

15 LA

16 LA

16 LA

16 LO

16 LA

16 LA

16 P

17 LA

17 LA

17 LA

17 LO

17 LO

17 LO

18 LA

18 P

18 P

18 LA 18 P19 LA

19 LO

19 WO

19 13 LO

20 P

20 LO

20 P

21 P 21 LA

21 LO

21 LA

22 P 22 P

22 DEAD

22 LA

23 DEAD

24 P

24 20 LO

24 P

25 P

26 12 LA

26 LA

26 21 LO

26 LO

28 LO

29 23 21 13 LO

29 10 LO29 LO

30 27 LO

33 16 LO

33 LA

34 DEAD

43 LO

46 LO

48 LO

49 27 LO

6 LO

6 LA

6 LA

6 LA

6 LA

6 LA

6 LA

6 LA6 LA

6 LA

6 LA

6 WO

6 WO

6 LO

7 WO

7 WO

7 LA

7 WO

7 WO

7 LO

7 LO

8 LO

8 LO

8 WO

8 LA

8 WO

8 LA

8 LA

8 DEAD

8 DEAD

8 LA

8 LA

8 LO

8 WO

9 LA

9 WO

9 WO

9 6 LA

9 LA

9 LA

9 LA

9 CH

9 7 LO

9 7 LO

60 LO

10 LO

10 LA

10 LO

10 LO

10 CH

10 LO

10 LO 10 DEAD

10 LO

10 LO

10 10 9 9 8 7 6 LO

10 LA

10 LO

10 LO

10 LA

10 DEAD

10 LO10 LO

10 P

10 P

10 P

10 P

10 P

10 WO

11 LO

11 WO

11 10 LO

11 LO

11 9 LO

11 10 CH

11 WO

11 LO

11 LO

11 LO

11 LO

11 LO

11 10 LO

11 LO

11 LA

11 7 LO

11 LA

11 P

11 LO

11 LO 13 DEAD

11 P

11 P

11 P

11 WO

11 P

11 MAP

11 LA

12 LA

12 LO

12 LO

12 LO

12 LO

12 LO

12 LO

12 9 CH

12 LA

12 LO

12 LO

12 11 LA

12 P

12 P

12 P12 P12 P

12 LO

13 9 LO 7 DEAD

13 11 LO

13 LO

13 WO

13 LO

13 LA

13 7 P

13 P

13 P

14 LO

14 LO

14 LA 14 13 12 LO

14 LO

14 LO

14 DEAD

14 LO

14 11 LO 12 DEAD

14 LO

14 LO 13 11 DEAD

14 LO

14 LO

14 LO

14 P

14 P 14 P

14 MAP

15 13 13 LO

15 12 9 CH

15 LO

15 LA

15 LO

15 LO

15 LO

15 LO

15 LO

15 LA

15 LO

15 LA

15 LA

15 LA

15 LA

15 LO

15 14 LO

15 LO

15 WO

15 7 LO

15 P

15 P

15 P

15 13 10 9 LO 7 DEAD

15 P

15 P

15 13 12 1O MAP

15 DEAD

16 LA

16 10 LO

16 LO

16 LA

16 LO

16 LA

16 LO

16 LO

16 LA

16 P

16 LA

16 LO 16 LA 9 LO

16 LA

16 P

16 P

16 P

16 P

16 LA

17 LO

17 LO

17 LA

17 LO

17 LO

17 P

17 16 LO 11 DEAD

17 P

17 P

17 LA

17 P

17 14 P

17 P

17 P

17 MAP

18 16 LO

18 LO

18 15 LO

18 LA

18 LO 6 DEAD

18 LA

18 LO

18 LO 8 DEAD

18 P 18 16 LO

19 LA

19 15 LO

19 LO

19 LO

19 LO

19 LA

19 LA

19 LA

19 LO

19 16 LA

19 P

19 P

19 P 19 P

19 P

19 P 19 P

19 DEAD

20 P

20 LA

20 LO

20 16 LA

20 LA

20 LA

20 12 LO

20 P

20 LA

21 LO

21 LO

21 P

21 LA

21 14 LO

21 21 16 LO

21 LA

21 LA

21 14 LO

21 LO21 LO

22 P

22 LO

22 LA

22 20 LO

22 LO

22 LO

22 WO

22 P

22 P

23 LO

23 16 LO

23 LO

23 LO

23 LO

23 22 P

23 LA

23 P

23 DEAD

24 LO

24 P

24 LO 10 10 DEAD

24 P

24 21 19 LO

24 23 LO

24 LO

25 LO

25 14 LO

25 LA

26 P

26 P

26 LO

27 24 23 LO

27 P 15 LA

27 LA

28 LA

28 LO

29 P

29 26 LO

29 P

29 P

30 LA

32 LO

33 LO

34 LO

34 LO

35 23 13 LO

38 LO

41 LO

43 26 LO

6 LA

6 LO

6 LO

6 LO

6 LO

6 LO

6 DEAD

6 LA 6 LA

6 WO

6 WO 6 LO

6 LA

6 LA

6 LA

63 LO

7 DEAD

7 LA

7 LO7 6 LO

7 LO

7 LO

7 DEAD

7 LO

7 LA

7 LO

7 LA

7 LO

7 LA

7 LO

7 SWEET BAY MAG

7 LO

8 DEAD

8 LO8 LO8 LO

8 LO

8 LO

8 LO

8 LO

8 DEAD

8 LO

8 LO

8 LO

8 DEAD8 DEAD

8 LA

8 LA

9 8 LO

9 LO

9 CH

9 9 7 CH

9 CH

9 LO

9 8 CH

9 LO

9 LO

9 LO

9 CH

9 LO

9 LO

9 LO

9 CH

9 LO

9 LA

9 LO

9 LA

9 DEAD

9 LA

9 P

9 P

9 LO

9 P

9 LA

9 MAP9 MAP

9 CH

9 CH

9 MAP

9 P

9 LO

9 6 MUL

10 LA

10 LA

10 LO

10 9 8 LO

10 9 9 CH

10 LA

10 LO

11 LO

11 LO

11 LA11 7 LO

11 LO

11 LO

11 LO

11 LA

12 6 LO

12 WO

12 LO

14 LA

14 7LO

14 LA

14 P

15 LA

15 LA

15 LA

15 LO

15 LA

15 LO

16 15 11 LO 7 DEAD

16 LO

16 10 LO

16 LA

17 LO

17 LA

18 LA

18 LA

19 LO

19 LO

19 LO

19 LA

20 LA

20 LO

22 18 13 13 LO

22 LA

24 LA

25 LO

26 23 LO

28 LO

28 LA

29 LA

33 LO

34 LO

35 LO

6 WO

6 LO

6 WO

6 WO

6 WO

7 WXM

7 LO

7 DEAD

7 WO

7 MUL

7 LO

7 LA

7 LA

8 LO

8 LA

8 LA

8 LA

9 LO

9 LO

9 LO

9 LO

9 LO

9 LO

9 8 CH

9 LO9 LO

9 WXM

9 LO

9 LO

9 LO

9 WO

9 LO

9 LA

10 LA

10 DEAD

10 LA

10 LA

11 LO

11 LA

11 LA

11 WO

11 LO

11 LA

11 LO

12 11 LO

12 LA

12 11 LA

13 LA

13 LO

13 LO

14 LA

14 LO

14 LO

14 LA

15 LO

15 9 LO

15 LO

15 LA

16 LA

16 LO

16 LA

17 16 12 LO

18 LA

18 LO

19 LA

19 LA

19 LA

19 LO

19 LO

20 LA

21 LA

21 LA

22 LA

23 P

24 LO

26 LO

27 LO

27 LA

28 22 LO

30 LA

32 23 LO

48 LO

6 LA

6 LA

6 CH

6 LO

7 CH

7 LA

7 LA

8 LA

9 LA

9 LO

10 LO

10 LO

10 LO

11 LO

11 LA

11 10 10 9 8 MAP

13 8 LO

14 LO

14 LO

14 WO

14 LO

16 LA

16 15 LO

16 P

17 13 12 LO

18 LO

18 P

20 LO

21 15 LA

21 LA

21 WO

22 LO

23 LO

24 LO

25 12 10 LO

33 LO

33 LO

6 LA

6 LA

7 LO

7 CH

7 LO

7 LA

8 LA 8 LA

8 LO

8 PA

9 8 LA

9 LA

9 WO

9 LO

9 LA

9 LA

9 LO

9 CH

9 BG

10 WO

10 LO 10 DEAD

10 MAP

20 LA

10 LO

10 LO12 DEAD

13 LO

17 LO

25 LO

26 LO 18 DEAD

31 LO

33 20 LO 46 LO

8 CH

8 DEAD

9 LO

9 LO

10 LA

11 CH 12 LA

13 LA

18 LA

19 LO 19 13 BG

20 P

20 LO

24 P

24 LA

24 LA

25 P

25 LA

26 P

26 P 26 LA

27 LO

28 P

28 LO

30 P

30 P

7 LA

8 LA

8 LA

9 LA

9 LA

10 LO

6 DEAD

9 LO

13 LO

PARCEL 248

TMS R510 005 000 0248 0000

36,516 S.F.

0.838 AC.

TMS R510 005 000 0208 0000

PROJECT AREA

420,537 S.F.

9.655 AC.

N/F

TOWN OF HILTON HEAD ISLAND

TMS R510 005 000 208 0000

S-333

N/F

WHITE FAMILY TRUST

TMS R510 005 000 010E 0000

PB:100 PG:191

DB:4014 PG:136

POND

TMS R510 005

000 0208 0000

PROJECT AREA

420,537 S.F.

9.655 AC.

PROPERTY LINE

PER PB 27 PG 48 PROPERTY LINE

PER PB 27 PG 48

PROPERTY LINE

PER PB 24 PG 158

& PB 134 PG 28

PROPERTY LINE

PER PB 132 PG 174

& PB 100 PG 191

TMS R510 005 000 010I 0000

83,764 S.F.

1.923 AC.

TMS R510 005 000 0208 0000

BEACH CITY ROAD 50' R/W

BOTTOM BANK /

OCRM CRITICAL LINE

27' ROAD CENTER LINE TO EDGE OF R/W

23' RO

A

D C

EN

TER LIN

E TO

ED

G E O

F R/W

25' TYPE B OPTION 1 BUFFER (PLANTING & BUFER TYPE BY OTHERS)

40' MINOR ARTERIAL SETBACK

25' TYPE B OPTION 1 BUFFER (PLANTING & BUFER TYPE BY OTHERS)

40' MINOR ARTERIAL SETBACK

25' TYPE B OPTION 1 BUFFER (PLANTING & BUFER TYPE BY OTHERS)

40' MINOR ARTERIAL SETBACK

SAW CUT TO NEAT

VERTICAL EDGE

REMOVE & DISPOSE OF 1920 SY

OF ASPHALT PAVEMENT & BASE

CLEAR & GRUB ALL

VEGETATION WITHIN

LIMITS (5230 SY TOTAL)

CLEAR & GRUB ALL

VEGETATION WITHIN

LIMITS (5230 SY TOTAL)

CLEAR & GRUB ALL

VEGETATION WITHIN

LIMITS (5230 SY TOTAL)

CLEAR & GRUB ALL

VEGETATION WITHIN

LIMITS (16 SY)

REMOVE & DISPOSE

OF 1270 SY OF GRAVEL

PARKING (SALVAGE

WHEEL STOPS)

REMOVE & DISPOSE

OF 675 SY OF GRAVEL

PARKING (SALVAGE

WHEEL STOPS)

REMOVE & DISPOSE

OF 430 SY OF GRAVEL

PARKING (SALVAGE

WHEEL STOPS)

REMOVE & DISPOSE

OF 285 SY OF GRAVEL

REMOVE & DISPOSE

OF 285 SY OF GRAVEL

PARKING (SALVAGE

WHEEL STOPS)

REMOVE & DISPOSE

OF 325 SY OF GRAVEL

PARKING (SALVAGE

WHEEL STOPS)

REMOVE & DISPOSE

OF 80 LF OF CHAIN

FENCE & WOOD POSTS

SAW CUT TO NEAT

VERTICAL EDGEREMOVE & REPLACE 55 SY

OF ASPHALT PAVEMENT &

BASE

CAUTION. 63" LIVE OAK

TO BE PRESERVED

REMOVE & SALVAGE

EXISTING SIGNS

REMOVE & SALVAGE

POSTS (6)

REMOVE & SALVAGE

BENCHES (6 TOTAL)

REMOVE & SALVAGE

EXISTING SIGNS

REMOVE & RELOCATE

TRASH CAN

REMOVE & RELOCATE

TRASH CAN

REMOVE & SALVAGE

SURVEY MARKERS

REMOVE & RELOCATE

WOODEN SHED PER

OWNER'S DIRECTION

REMOVE & RELOCATE

GAZEBO PER OWNER'S

DIRECTION

REMOVE & SALVAGE

POSTS (2)

PROTECT CAMERAS IN

PLACE OR RELOCATE PER

OWNER'S DIRECTION

REMOVE & RELOCATE

CAMERAS PER OWNER'S

DIRECTION

PROTECT CAMERAS IN

PLACE OR RELOCATE PER

OWNER'S DIRECTION

PROTECT CAMERAS IN

PLACE OR RELOCATE PER

OWNER'S DIRECTION

CLEAR & GRUB ALL VEGETATION

WITHIN LIMITS AS NEEDED FOR

DRAINAGE INSTALLATION.

CLEAR & GRUB ALL VEGETATION

WITHIN LIMITS AS NEEDED FOR

DRAINAGE INSTALLATION.

REMOVE & DISPOSE OF

35 LF OF WOODEN FENCE

CONTRACTOR TO VERIFY FORCEMAIN SIZE, DEPTH & LOCATION

& NOTIFY ENGINEER IF IN CONFLICT WITH 24" RCP TO BE

INSTALLED. IF IN CONFLICT,CONTRACTOR SHALL COORDINATE

RELOCATION OF FORCEMAIN WITH UTILITY PROVIDER.

CONTRACTOR TO VERIFY THE DEPTH & LOCATION OF

UNDERGROUND POWER LINES & NOTIFY ENGINEER IF

IN CONFLICT WITH 15" RCP TO BE INSTALLED. IF IN

CONFLICT, CONTRACTOR SHALL COORDINATE

RELOCATION OF UNDERGROUND POWER LINES WITH

UTILITY PROVIDER.

REMOVE 33 LF

OF 12" RCP12

+0

+0

+0

+0

+0

+0

+0

+0

+0

PC

: 1

4+

PT

: 1

5+

.1

NOTE: CONTRACTOR TO PERFORM WORK WITHIN THE CRITICAL

ROOT ZONE OF SPECIMEN AND SIGNIFICANT TREES TO

REMAIN UNDER THE SUPERVISION OF A CERTIFIED ARBORIST

REMOVE & DISPOSE

OF 285 SY OF GRAVEL

PARKING (SALVAGE

WHEEL STOPS)

REMOVE AND REPLACE

14 SY ASPHALT PATHWAY

FIBER OPTIC BOX TO BE REMOVED

AND RELOCATED. CONTRACTOR TO

COORDINATE RELOCATION WITH

UTILITY OWNER.

TRANSFORMER TO BE REMOVED

& RELOCATED. CONTRACTOR TO

COORDINATE RELOCATION WITH

UTILITY OWNER.

TELEPHONE PEDESTAL TO BE REMOVED

& RELOCATED. CONTRACTOR TO

COORDINATE RELOCATION WITH

UTILITY OWNER.

TELEPHONE PEDESTALS TO BE

REMOVED & RELOCATED.

CONTRACTOR TO COORDINATE

RELOCATION WITH UTILITY OWNER.

REMOVE & SALVAGE

EXISTING SIGN

REMOVE & SALVAGE

SURVEY MARKERS

WATER METER TO BE REMOVED &

RELOCATED. SEE WATER & SEWER

PLAN FOR RELOCATION.

REMOVE & SALVAGE

SURVEY MARKERS

REMOVE & RELOCATE FLAG POLES.

CONTRACTOR TO COORDINATE

RELOCATION WITH OWNER.

ELECTRIC METER TO BE REMOVED

& RELOCATED. CONTRACTOR TO

COORDINATE RELOCATION WITH

UTILITY OWNER.

TRANSFORMER TO BE REMOVED

& RELOCATED. CONTRACTOR TO

COORDINATE RELOCATION WITH

UTILITY OWNER.

1" = 30'

Z:

\2

\2

.0

1\

EN

G

IN

EE

RI

N

G \D

RA

W

IN

G

S\ C

O N

ST

RU

C

TIO

N P

LA

N

S\

4.

-D M

-P L.

D W

G

N ov

, 2

- 3 :4

PM

GRAPHIC SCALE:

FEET 1 INCH =

0 15

DESIGNED:

SCALE:

REVIEWED:

APPROVED:

DRAWN:

JOB NO:

DATE:

NO. REVISIONS DATE

CLIENT/OWNER:

PROJECT LOCATION:

DATUM: HORIZ.: VERT.:

BY

DEMOLITION PLAN

CD1.1

28374.0011

PARKING AREA & LOOP ROAD

HISTORIC MITCHELVILLE

FREEDOM PARK

HILTON HEAD ISLAND

BEAUFORT COUNTY, SOUTH CAROLINA

NAD83 NAVD88

TOWN OF HILTON HEAD ISLAND

KMS

ATL

DEMOLITION LEGEND

ASPHALT PAVEMENT & BASE DEMOLITION

DEMOLITION NOTES:

1. CONTRACTOR TO FIELD VERIFY DEPTH AND LOCATION OF ALL EXISTING UTILITIES, BOTH

SHOWN AND NOT SHOWN, PRIOR TO CONSTRUCTION. CONTRACTOR SHALL COORDINATE

WITH RESPECTIVE UTILITY PROVIDER REGARDING PROTECTION AND/OR RELOCATION OF

RESPECTIVE UTILITY LINES PRIOR TO AND DURING CONSTRUCTION.

2. ALL SAW CUTS FOR PAVEMENT REMOVAL SHALL BE COMPLETED SO THAT THE RESULTING

EDGE IS VERTICAL, NEAT, AND CLEAN.

3. ANY DAMAGES TO EXISTING LANDSCAPING, UTILITIES, AND/OR OTHER ITEMS NOT

ANTICIPATED TO BE AFFECTED BY CONSTRUCTION, UNLESS SPECIFICALLY ILLUSTRATED IN THE

CONSTRUCTION DOCUMENTS, SHALL BE REPAIRED BY THE CONTRACTOR AT THE

CONTRACTOR'S EXPENSE.

4. CONTRACTOR TO COORDINATE DEMOLITION WITH ALL ADJACENT PROPERTY OWNERS

PRIOR TO PERFORMING THE WORK.

CLEAR & GRUB VEGETATION

GRAVEL PARKING DEMOLITION

EXISTING FEATURE TO BE DEMOLISHED

P E

R M

IT

S

E T

F

O R

R E

V

IE

W P

U R

P O

S E

S O

N

LY

BI

D

SE

T

N

O T

FO

R

C O

N

ST

RU

C

TI

O

TEL

APPROX. 1,215'

APPARENT

DRIVEWAY

ENCROACHMENT

3.31'

EL.:

BENCHMARK

17.58'

NAIL IN TREE

NAVD 88

SPG

JB

SN

SN

SN

SN

SN

SN

SN

SN

SN

SN

SN

SN

SN

TC

TC

TC

X X X X XX X X

X X

X

JB

JB

W

(CAMERA)

1" PVC STUBOUT

BENC

H

BENC

H

BEN

C

H

BEN

C

H

BE

N

C H

BE

NC

H

WOODSTAGE

W O

O D

STA

G

E W

O O D

ST

AG

E

FLOOD

ZONE X

ZONE X

(0.2% CHANCE)

ZONE X

(0.2% CHANCE)

ZONE AE

ELEV. 10'

FLOOD

ZONE X

ZONE X

(0.2% CHANCE)

UGFO UGFO UGFO

UGFO UGFO UGFO UGFO UGFO UGFO UGFO UGFO UGFO

UTLUTLUTLUTLUTLUTL

UTL

UTLUTLUTLUTLUTLUTLUTLUTLUTLUTL

UTL

UGP UGP UGP UGP UGP UGP

UGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGP

10" CONCRETE

HEADWALL

1" CONCRETE

HEADWALL

GATE

3' CHAIN

2' CHAIN FENCE

W/ WOOD POSTS

6' WOOD

FENCE

GATE

2" CHAIN

6' CHAINLINK FENCE

WOOD SHED

FFE:12.85'

WOOD SHED

FFE:13.19'

UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGPUGFO UGFO UGFO UGFO UGFO UGFO UGFO UGFO UGFOUGFO UGFO UGFO UGFO UGFO UGFO UGFO UGFO UGFO UGFO

UTL UTL UTL UTL UTL UTL

UTL UTL UTL UTLUTLUTLUTLUTLUTLUTL

UTLUTLUTLUTL

UTLUTL WWWWWWWWWWWWWW

FO

F

W W W

BOTTOM BANK /

OCRM CRITICAL LINE

35' R/W

(PER REF. #8)

35' ACCESS EASEMENT

(PER REF. #8)

XXXXXXXXXXXXXXXX

UTL

UTL

UTL

UTL

UTL

UTL

UTL

UTL

UTL

UTL

UTL

UTL

UTL

UTLUTLUTLUTLUTLUTLUTLUTLUTLUTL

UTL

UTL

UTL

UTL

UTL

UGP

UGP

UGP

UGP UGP UGP UGP UGP

UGP

UGP

UGP

UGP

UGP

UG

P

UG

P

UG

P

UG

P

UG

P

UG

P

UGPUGPUGPUGPUGPUGPUGPUGPUGPUGP

UG

P

UG

P

UG

P

UG

P

UGP

UGP

UGP

UGP

UGP

UGP

UG

P

UG

P

UG

P

UG

P

UG

P

UG

P

UG

P

UG

P

UG

P

UG

P

UG

P

UGP

UGP UGP

UGP

UGP

UGP

W W

W W

W W

W W

W W

W W

W W

W W

W W

UTLUTLUTL

W W W W W W W W W W W

UG

FO

UGFO UGFO

UG

P

UG

P

W W W

TEL

TEL

UTL UTL

UGPUGP

FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM

FM

FM

FM

FM

FM

FM

FM

FM

FM

FM

FM

FM

FM

FM

TEL

FM FM FM FM FM FM FM FM FM

UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP

WWWWWWWW

UTLUTLUTLUTLUTLUTLUTLUTLUTLUTL

UTL UTL UTL UTL UTL UTL UTL UTL

UGFOUGFOUGFOUGFOUGFOUGFOUGFOUGFOUGFOUGFO

UGFO UGFO UGFO UGFO UGFO UGFO UGFO UGFO

UTL

SN

SN

3X3" CMF

4X4" CMF

3X3" CMF

3X3" CMF

1" IPF

1" IPF

3X3" CMF

1/2" IPF W/CAP

1/2"

RBFD

3X3" CMF

3X3" CMF

3X3"

CMF

4X4"

CMF

4X4"

CMF

4X4"

CMF

4X4"

CMF

1/2" IRF

FO TEL

TR

TR

TR TR

TR

TEL

W

IE:11.83'

PD 24" RCP

IE:13.55'

IE:13.60'

IE:13.53' IE:13.58'

IE:12.40'

PD 18" RCP

IE:11.92'(FES)

PD 15" RCP

IE:4.45'

IE:4.79'

IE:5.38'(FES)

±33LF

12" RCP @ 0.15%

±24LF

15" RCP @ 0.20%

±25LF

±38LF

24" RCP @ 1.56%

W

E

FLAG POLE

E

FO

W

WOOD POST (TYP.)

14.4 13.4 13.5 14.4 14.7 14.2

15.64 15.44 15.28 15.29

15.49

15.42

15.30

15.27 15.33

15.25

14.91

14.79

14.54

14.32

14.30

14.17

14.08 14.35

15.31 15.16 15.12 15.04 15.02

14.84 14.82

14.94

15.16 15.19

15.13

14.89

14.70

14.68

14.67 14.64

14.6

14.4 14.4 14.2

14.8 14.6 14.8

15.5

15.3

15.4

15.6

15.5

15.4

15.3

15.1

15.6

15.5

15.3

14.8 15.0

15.0

14.9

14.8

15.1

15.3

15.4

15.2

15.3

15.4

15.7

14.1

14.8

15.5

15.6 15.1

14.1 14.0 14.3 14.2 14.1 14.314.4

13.8

14.0

13.4

12.6

13.9 13.2

14.0 14.0

13.6

14.2

15.77 15.76 15.74 15.83

14.15 14.20 14.18

14.05

14.08

15.26 15.46 15.66 15.60 15.52 15.54 15.42 15.57

15.63 15.53 15.42

14.62

14.49

14.38

14.25

15.5

15.0

15.1

14.9

14.8 14.9

15.1

16.2

15.6 15.4

15.7

16.0

14.7 15.3

16.3 15.6

15.4

16.0 16.316.0

15.9

15.4

14.6 14.6

15.5

15.916.3

13.913.7 14.1

15.2

14.3 14.9

14.0

15.2

16.2 14.5

15.0

15.5

15.2

15.8

16.7 15.6

16.2

14.0

14.5

16.3

14.7

16.516.6

16.3

15.7

15.9 15.0

15.2

15.4

14.2

15.7

15.514.6

14.5

14.8

16.5

14.4

14.4 14.614.3

16.1

15.1 15.7

15.8 16.218.0

15.9

16.0

16.217.917.615.9 15.4

16.1

15.8

16.0

15.6

15.9

15.0

14.4 15.1

15.5

14.9

15.6

15.2 14.9

14.4

14.3 14.6 14.6

14.9 15.2 15.5

15.4 15.2 15.4 14.6 14.415.1

15.2

15.3 14.8

15.4

14.6

15.0

15.1 15.4

15.5

15.0 15.4

15.8 15.7

15.6

16.2

15.7

15.8

15.7

15.6 15.6

15.3 15.4

15.5

15.1

15.2

14.9 15.8 15.4

15.5

15.8

16.316.5

16.5

15.7

15.2

16.5 15.3

15.5

15.6 15.3

15.4

15.8 15.3

15.0

14.8 14.5

14.1 14.8

14.53

15.4014.915.42 15.58

15.20

15.2915.1614.815.05 15.0215.18 15.11 15.39

15.49 15.70

YARD ENCROACHMENT

13.7

12.5

14.3

16.5

13.9

14.1

14.1

14.3

13.6

14.2

14.2

14.2

14.0

10.9

12.4

13.3

14.3

14.5

14.5

14.2

14.6

14.3

14.6

14.0 14.314.5

14.8

14.8

14.3

14.3

14.2

14.2

11.5

13.2

14.1

13.2

11.3

10.2

9.3

9.7

10.0

11.1

8.2 8.3

8.6

11.8

14.1

12.9

13.0 13.3

13.2

13.8

12.5

12.6

12.9

13.3

13.5

13.4

13.0

13.7

14.2 14.2

12.2

12.7

13.9

13.8

13.4

13.9

13.0

13.6 13.2

13.7

13.9

13.4

13.5 13.5

14.7

13.3

14.6

14.4

14.9

12.8 12.9

12.9

10.5

9.3 9.7

10.1

11.1

12.2

11.8

11.3

11.2

14.4

14.3

14.2

14.1

13.6

13.3

12.4

11.8

11.4

11.45 11.93

8.98.38.47.9

11.01

11.39

11.09

11.6 12.1

12.6

13.2

13.0 13.1

13.4

13.8

11.8 12.2

12.3

12.2

13.3

14.2

14.3

14.4

14.6

15.0

14.4

14.1

14.0

13.9

13.7

14.5

14.7

14.6

14.3 14.3

14.5

14.4

14.2 14.2

13.8 13.6

13.2

12.9

12.611.6

14.2

14.0

10.89

10.80

10.54

10.99

10.96

11.04 11.12

11.69

10.81

11.09 11.06

11.70

10.8

13.1

12.7

12.1

12.5 12.0

12.5

11.1

11.4

12.2

11.6

11.8

11.3

11.3

8.7 9.5

9.2

7.9 7.7

7.7

8.1

9.0

9.3 8.9

9.3

9.7 9.2

9.1

9.0

8.8

9.1

8.7

9.2 9.1

8.4

10.4

9.7

9.0 9.5

11.0

11.1

13.7

13.8

14.5

15.2

13.6

9.9

8.88.78.5

8.68.78.5

10.3 10.1

6.0

5.2

4.7

4.8

4.7

4.9

4.84.8

4.7

13.4 13.0

12.9 13.0

13.0

13.3

13.6 14.7

12.9 12.2

12.0

12.0

4.4

4.2

4.4

4.1

4.4

4.1

14.4

14.5

12.58

14.35

14.28

14.05

13.98

13.75

13.55

13.40

13.23

12.9

13.1

14.3

14.6 14.4

14.4

14.7

14.8

14.9

14.9

14.7

14.5

14.714.6 13.4

14.214.4

14.7 14.9

14.7

14.7

14.9

14.414.1

13.9 14.0

12.6

13.5 13.5

12.6

12.7

11.87 12.30

14.06

13.92

13.77

13.47

13.39

13.12

12.79

12.30

14.01

13.88

13.76

13.61

13.44

13.26

12.97

12.30

13.9

14.3

14.4

14.6

14.6

14.6

14.2

14.4

14.715.0 15.1

14.8

14.1

13.9

13.6

14.4

14.2

14.0

14.1

14.2

14.5

14.8

14.7

14.414.4

14.8

15.2

14.8

7.1

3.5

12.9

3.7

8.3

4.4

8.4

13.0

13.4

12.9

9.2

3.78.0

8.7

6.5

6.7

6.6

7.5

4.2

6.8

8.4

5.4

7.1

6.8 6.3

6.5

6.8

14.11

14.41

8.2

7.5

7.2

6.8

6.3

6.6

7.26.9

13.7

14.1

14.0 14.0

14.0

14.0

13.2

13.6

12.7

12.6

12.6

12.9

12.9

12.5

12.1

12.0 6.5

6.36.6

6.9

15.315.3

15.8

15.2 14.5

15.0

15.3

15.3

4.84.8 4.6

4.7 4.8

6.9

5.3 4.84.8

4.7

4.7

5.4

6.7 7.0

7.5 6.4 7.5

8.3

8.6 9.3

8.3 8.3

8.3

5.4

5.0

8.2

4.9

8.9

13.8

14.7

14.714.3 14.8

14.9

9.5

9.9

10.5

15.3

14.8

14.8

15.5

14.6 15.1 15.1

8.27.98.2

8.3

7.2 7.0

7.97.6

8.18.2

8.1

8.4 8.7

8.5

15.8 14.8

14.9 15.5 15.3

15.3 15.7

15.2 15.5

15.215.3 15.4

(CAMERA)

TOP OF BERM

BOTTOM OF BERM

BOTTOM OF BERM

TOP OF BERM

TOP OF BERM

BOTTOM

OF BERM TOP OF BERM

BOTTOM OF BERM

TOP OF BERM

BOTTOM OF BERM

WOOD SHED

FFE:15.32'

4' CHAINLINK FENCE

4' CHAINLINK

FENCE

GATE

ONE STORY

STUCCO SIDED

BUILDING

(BATHROOM)

FFE:11.46'

CHAIN

GATEWATER

FOUNTAIN

SSCO

BIKE

RACK

(SHOWER)

S

(CAMERA)

(CAMERA) (CAMERA)

(CAMERA)

(ROUTER)

(CAMERA)

SN

W

VARIABLE WIDTH R/W

(PER REF. #8)

35' R/W

(PER REF. #8)

GRINDER PUMP

(18" HDPE ERECT)

(UNDER FAKE ROCK)

RIM:10.39'

SUMP:5.95'

E

8" TABBY

WALL

SN

WSE:4.44'

(04-06-23)

EL.:

BENCHMARK

16.65"

NAIL IN TREE

NAVD 88

APPROXIMATE LOCATION OF

AIRPORT APPROACH PATH

(SCALED IN PER REFERENCE #16)

4X4" CMF

N:147,192.24 E:2,097,222.62

1" IPF

N:147,025.17

E:2,096,361.62

10.8

ABANDONED

ABANDONED

ABANDONEDABANDONED

ABANDONED

TEL CJB

0.5838'

0.9636'

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12 LO

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12 10 DEAD 12 LA

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26 12 LA

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29 23 21 13 LO

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1…