5-Exhibit C Specifications Plans.pdf

1. DO NOT SCALE DRAWINGS. USE DIMENSIONS INDICATED ON DRAWINGS FOR LAYOUT OF WORK.

2. CONTRACTOR SHALL COORDINATE AND VERIFY ALL DIMENSIONS AND ELEVATIONS SHOWN

HEREIN WITH PLANS, SECTIONS, AND DETAILS PRIOR TO CONSTRUCTION OR MATERIAL

PURCHASE AND SHALLL NOTIFY ARCHITECT IN WRITING OF DISCREPANCIES.

3. ALL WORK SHALL BE DONE IN ACCORDANCE WITH LISTED BUILDING CODES AND WITH THE MOST

STRINGENT BEING ENFORCED WHERE A CONFLICT ARISES.

4. THE HOURS AND DAYS OF OPERATION SHALL CONFORM TO TOWN'S REQUIREMENTS.

5. DEMOLITION CONTRACTOR TO PROVIDE NEW SITE AS-BUILT SURVEY IDENTIFYING LOCATIONS OF

CAPPED UTILITIES AND OTHER IMPORTANT SITE FEATURES AT THE COMPLETION OF THE WORK.

6. DEMOLITION CONTRACTOR TO INCLUDE COST FOR TEMPORARY CONSTRUCTION FENCING FOR

DURATION OF THE WORK.

GENERAL NOTES

NAME OF PROJECT:

ADDRESS:

OWNER:

PROJECT TEAM

9 Park Lane Building Demolition

9 Park Lane; Hilton Head Island, South Carolina 29928

Town of Hilton Head Island

DISCIPLINE

ARCHITECT:

DESIGNER

Hord Coplan Macht

CONTACT

Barry H. Taylor, AIA, LEED AP

PHONE NUMBER

843-785-2199

Neal Eike, Senior Project Manager 843-715-8243

SHEET

NUMBER

TITLE

G.001 COVER SHEET

AS-101 OVERALL SITE PLAN, NOTES AND DETAILS

AD-101 SITE DEMOLITION PLAN

A-101 EXISTING BUILDING FLOOR PLAN & EXTERIOR PHOTOS

DRAWING SHEET INDEX

AS-102 SITE STORM DRAINAGE PROTECTION PLAN

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ARCHITECT

THESE RECORD DRAWINGS HAVE BEEN PREPARED, IN

PART, ON THE BASIS OF INFORMATION COMPILED AND

FURNISHED BY OTHERS. THE ARCHITECT WILL NOT BE

RESPONSIBLE FOR ANY ERRORS OR OMMISIONS WHICH

HAVE BEEN INCORPORATED INTO THIS DOCUMENT AS A

RESULT

Project Number:

Sheet Issue Date:

Drawn By:

Checked By:

© Hord Coplan Macht, Inc.

DATE DESCRIPTION∆

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9 PARK LANE DEMOLITION

TOWN OF HILTON HEAD ISLAND

9 PARK LANE

HILTON HEAD ISLAND, SC 29928

PROJ: 226117

Barry H. Taylor

G.001

COVER SHEET

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ARCHITECTURE

LANDSCAPE ARCHITECTURE

PLANNING

INTERIOR DESIGN

10 PALMETTO BUSINESS PARK

HILTON HEAD ISLAND, SC 29928

843.785.2199

HORD COPLAN MACHT

2026-05-20 ISSUED FOR PERMITTING

Exhibit C

IFB 2026-15

1. REGULATORY REQUIREMENTS: COORDINATE WITH THE TOWN OF HILTON HEAD ISLAND (TOWN)

AND COMPLY WITH GOVERNING NOTIFICATION REGULATIONS BEFORE BEGINNING ANY

DEMOLITION. COMPLY WITH HAULING AND DISPOSAL REGULATIONS OF AUTHORITIES HAVING

JURISDICTION.

2. THE TOWN ASSUMES NO RESPONSIBILITY FOR BUILDINGS AND STRUCTURES TO BE

DEMOLISHED.

a. CONDITIONS EXISTING AT TIME OF INSPECTION FOR BIDDING PURPOSE WILL BE

MAINTAINED BY THE TOWN AS FAR AS PRACTICAL.

3. REFER TO THE “DEMOLITION NOTES” ON THE DRAWINGS. CONTRACTOR IS TO COORDINATE ALL

DEMOLITION WORK CALLED FOR ON THE DRAWINGS.

4. CONTRACTOR TO INSTALL “SEDIMENT BARRIERS” AND “TREE PROTECTION FENCE” IN

APPROXIMATE LOCATIONS AS SHOWN ON THESE DRAWINGS AND COORDINATE EXACT

LOCATION AND REVIEW WITH TOWN STAFF PRIOR TO BEGINNING ANY DEMOLITION WORK.

5. ONLY TREES IDENTIFIED TO BE REMOVED ON THE DEMOLITION DRAWINGS ARE TO BE

REMOVED. ALL OTHER TREES ARE TO REMAIN AND BE PROTECTED FROM DAMAGE.

6. ALL LANDSCAPE MATERIAL AND SHRUBS THAT ARE WITHIN 10’-0” OF THE BUILDING EDGE ARE

TO BE REMOVED EXCEPT AS OTHERWISE NOTED.

7. THE EXISTING ASPHALT PAVED AREAS ARE TO REMAIN. CONTRACTOR IS TO PROTECT THE

PAVING FROM DAMAGE DURING ALL DEMOLITION WORK.

8. THE EXISTING POLE MOUNTED LIGHTS IN THE ASPHALT PAVED AREAS ARE TO REMAIN. POWER

IS TO BE REMOVED FROM BASE OF POLE TO POWER SOURCE.

9. THE TOWN WILL PROVIDE A COPY OF THE HAZARDOUS MATERIALS REPORT FOR THE EXISTING

BUILDING TO THE CONTRACTOR. IF MATERIALS SUSPECTED OF CONTAINING HAZARDOUS

MATERIALS ARE ENCOUNTERED, DO NOT DISTURB AND IMMEDIATELY NOTIFY THE TOWN. ANY

HAZARDOUS MATERIALS WILL BE REMOVED BY THE TOWN UNDER A SEPARATE CONTRACT.

10. THE CONTRACTOR IS TO COORDINATE THE DISCONNECTION OF ELECTRICAL SERVICES TO THE

BUILDING WITH THE TOWN AND PALMETTO ELECTRIC COOPERATIVE, INC. (PECI) PRIOR TO

BEGINNING ANY SITE DEMOLITION WORK. ALL EXISTING EXTERIOR TRANSFORMERS, METERS,

AND RELATED EQUIPMENT BELONGING TO PECI ARE TO BE REMOVED BY PECI, IF REQUIRED,

AND REVIEWED BY THE TOWN.

11. THE CONTRACTOR IS TO COORDINATE THE DISCONNECTION OF WATER AND SEWER SERVICES

TO THE BUILDING WITH THE TOWN AND SOUTH ISLAND PUBLIC SERVICE DISTRICT (SIPSD)

PRIOR TO BEGINNING ANY SITE DEMOLITION WORK. ALL WATER AND SEWER LINES ARE TO BE

CAPPED AND MARKED AS DIRECTED BY SIPSD.

12. THE CONTRATOR IS TO REMOVE THE EXISTING GREASE TRAP, FILL THE HOLE CREATED BY

REMOVAL OF THE GREASE TRAP, AND COMPACT FILL TO LEVEL GRADE OF ADJACENT AREA.

TOP 12" OF FILL SHALL BE TOPSOIL.

13. DISPOSAL OF DEMOLISHED MATERIALS:

a. REMOVE DEMOLITION WASTE MATERIALS FROM PROJECT SITE AND LEGALLY DISPOSE OF

THEM IN AN EPA-APPROVED LANDFILL ACCEPTABLE TO AUTHORITIES HAVING

JURISDICTION.

b. DO NOT ALLOW DEMOLISHED MATERIALS TO ACCUMULATE OR BE BURIED ON SITE.

c. REMOVE AND TRANSPORT DEBRIS IN A MANNER THAT WILL PREVENT SPILLAGE ONTO

ADJACENT SURFACES AND AREAS.

d. DO NOT BURN DEMOLISHED MATERIALS.

e. RETURN ADJACENT AREAS TO CONDITION EXISTING BEFORE BUILDING DEMOLITION

OPERATIONS BEGAN.

f. CLEAN ROADWAYS OF DEBRIS CAUSED BY DEBRIS TRANSPORT.

14. UNLESS OTHERWISE INDICATED, ANY SALVAGEABLE SYSTEMS OR COMPONENTS WITHIN THE

BUILDING WHEN REMOVED WILL BE THE PROPERTY OF THE CONTRACTOR AND SHALL BE

REMOVED AND DISPOSED OF BY LEGAL MEANS BY THE CONTRACTOR.

15. PROVIDE STATEMENT OF REFRIGERANT RECOVERY. STATEMENT SHALL BE SIGNED BY

REFRIGERANT RECOVERY TECHNICIAN RESPONSIBLE FOR RECOVERING REFRIGERANT,

STATING THAT ALL REFRIGERANT THAT WAS PRESENT WAS RECOVERED AND THAT RECOVERY

WAS PERFORMED ACCORDING TO EPA REGULATIONS. INCLUDE NAME AND ADDRESS OF

TECHNICIAN AND DATE REFRIGERANT WAS RECOVERED.

16. REMOVE ALL CONCRETE SIDEWALKS, DRIVES, AND PADS EXCEPT AS OTHERWISE NOTED.

SIDEWALKS ARE TO BE REMOVED SO AS NOT TO IMPACT EXISTING ASPHALT PAVING. ALL

ASPHALT PAVING IS TO REMAIN UNLESS NOTED OTHERWISE.

17. ALL EXISTING FLUSH TO GRADE CONCRETE DIVIDER STRIPS AT PERVIOUS PARKING AREAS ARE

TO REMAIN EXCEPT AS OTHERWISE NOTED.

18. ALL EXISTING CONCRETE VEHICLE WHEEL STOPS AND/OR CURBS ARE TO REMAIN UNLESS

OTHERWISE NOTED.

19. REMOVE ALL SERVICE AREA SCREEN WALLS, GATES, STRUCTURAL MEMBERS, AND ALL

ASSOCIATED FOOTINGS AND FOUNDATIONS. FILL AREA CREATED BY REMOVAL OF SUCH

ELEMENTS AND COMPACT FILL TO LEVEL GRADE OF ADJACENT AREA. TOP 12" OF FILL SHALL

BE TOPSOIL.

20. REMOVE EXTERIOR GROUND, POST, AND TREE MOUNTED ELECTRICAL RECEPTICLES. REMOVE

ELECTRICAL WIRE BACK TO PANELS.

21. REMOVE IRRIGATION SPRINKLER HEADS AND PIPING TO MINIMUM 12" BELOW GRADE.

22. FINAL SITE GRADING:

a. AFTER BUILDING SITE AND SIDEWALK DEMOLITION WORK IS COMPLETE THE SITE IS TO BE

GRADED AND CROWNED FROM THE FORMER BUILDING CENTER AND GRADUALLY SLOPED

DOWN TO MATCH THE EXISTING, ADJACENT GRADE ELEVATIONS. GRADE SITE SURFACE

TO PREVENT FREESTANDING SURFACE WATER.

1. BELOW GRADE AREAS: COMPLETELY FILL BELOW GRADE AREAS AND VOIDS

RESULTING FROM BUILDING DEMOLITION OPERATIONS WITH SATISFACTORY SOIL

MATERIALS.

b. SUBSOIL MATERIALS:

1. FILL MATERIAL: BORROW ONSITE AND IMPORTED.

1. CONSIST OF CLEAN, FREE DRAINING GRANULAR SOILS.

2. FREE OF LUMPS LARGER THAN 3 INCHES, ROCKS LAGER THAN 2 INCHES,

ORGANICS, AND OTHER DEBRIS.

3. READILY SHAPED AND COMPACTED TO 95% DENSITY.

4. PLASTICITY INDEX OF LESS THAN 10.

5. LIQUID LIMIT OF LESS THAN 30.

6. SOILS CLASSIFIED AS SW, SP, SM, SC, OR SM-SP WITH A MAXIMUM 15% PASSING #

200 SIEVE IS ACCEPTABLE.

c. TOPSOIL MATERIALS:

1. TOPSOIL: ON-SITE AND IMPORTED.

1. EXCAVATED, REUSED MATERIAL, AND FRIABLE LOAM.

2. GRADED.

3. REASONABLY FREE OF ROOTS, ROCKS LARGER THAN 1/2 INCH, SUBSOIL, DEBRIS,

LARGE WEEDS AND FOREIGN MATTER.

4. ACIDITY RANGE (PH) OF 5.5 TO 7.5.

5. CONTAINING MINIMUM OF 4 PERCENT AND MAXIMUM OF 25 PERCENT INORGANIC

MATTER.

6. CONFORMING TO ASTM D2487 GROUP SYMBOL OH OR PT.

d. ALL AREAS DISTURBED BY DEMOLITION WORK ARE TO BE HYDROSEEDED.

1. HYDROSEEDING: MIX CENTIPEDE SEED, SLOW-RELEASE FERTILIZER, AND FIBER

MULCH IN WATER, USING EQUIPMENT SPECIFICALLY DESIGNED FOR HYDROSEED

APPLICATION. CONTINUE MIXING UNTIL UNIFORMLY BLENDED INTO HOMOGENEOUS

SLURRY SUITABLE FOR HYDRAULIC APPLICATION.

1. MIX SLURRY WITH FIBER-MULCH MANUFACTURER'S RECOMMENDED TACKIFIER.

2. SPRAY-APPLY SLURRY UNIFORMLY TO ALL AREAS TO BE SEEDED IN A ONE STEP

PROCESS. APPLY SLURRY AT A RATE SO THAT MULCH COMPONENT IS

DEPOSITED AT NOT LESS THAN 1500-LB/ACRE WEIGHT, AND SEED COMPONENT IS

DEPOSITED AT NOT LESS THAN THE SPECIFIED SEED-SOWING RATE. (15.6-

KG/92.9 SQ. M)RETAIN THIS ARTICLE IF HYDROSEEDING IS PERMITTED.

21. CONTRACTOR IS TO LEAVE THE DEMOLITION AREA IN CLEAN, NEAT, AND GRASSED CONDITION.

GENERAL NOTES

TEMPORARY CONSTRUCTION FENCING &

SEDIMENT BARRIER - COORDINATE EXACT

LOCATION WITH THE TOWN

SEE DRAWING SHEET AD-101 FOR TREES TO BE PROTECTED

THIS PROJECT IS TO DEMOLISH AND REMOVE AN EXISTING FACILITY FORMERLY USED AS A

RESTAURANT. THE FACILITY IS NOW OWNED BY THE TOWN OF HILTON HEAD ISLAND.

THESE DOCUMENTS HAVE BEEN PREPARED TO ASSIST PROPSECTIVE BIDDERS BY PROVIDING

INFORMATION ON THE SIZE, ASSEMBLIES, CONSTRUCTION MATERIALS, AND SPECIAL

CIRCUMSTANCES THAT EXIST. THESE DOCUMENTS SHALL NOT BE INTERPRETED TO DIRECTLY OR INDIRECTLY PROVIDE GUIDANCE ON THE MEANS AND METHODS TO BE USED, AS THIS IS SOLELEY

THE RESPONSIBILITY OF THE SUCCESSFUL BIDDER.

CONTAINED HEREIN ARE KEY NOTES TO ASSIST IN THE DETERMINATION OF EXISTING SCOPE AND

CONDITIONS TO PROVIDE A COMPETITIVE BID.

THE SUCCESSFUL BIDDER IS TO COMPLETELY REMOVE THE EXISTING FACILITY. THIS EFFORT IS TO

INCLUDE:

- ALL ABOVE GRADE BUILDING COMPONENTS

- ALL BUILDING FOUNDATIONS AND STRUCTURE

- EXTERIOR SERVICE YARD IN ITS ENTIRETY, INCLUDING BELOW GRADE STRUCTURES

- BELOW GRADE GREASE TRAP AND ALL CONNECTIONS AND PIPING TO AND FROM

- ALL ON SURFACE CONCRETE SIDEWALKS

- ALL BELOW GRADE PLUMBING AND ELECTRICAL SERVICES AT THE BUILDING

- METAL SHED

- ON SITE MONUMENT SIGNS AND LIGHTING

- ALL TREE MOUNTED LIGHT FIXTURES AND POWER

- ALL DEAD TREES ON SITE

SCOPE OF WORK

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ARCHITECT

THESE RECORD DRAWINGS HAVE BEEN PREPARED, IN

PART, ON THE BASIS OF INFORMATION COMPILED AND

FURNISHED BY OTHERS. THE ARCHITECT WILL NOT BE

RESPONSIBLE FOR ANY ERRORS OR OMMISIONS WHICH

HAVE BEEN INCORPORATED INTO THIS DOCUMENT AS A

RESULT

Project Number:

Sheet Issue Date:

Drawn By:

Checked By:

© Hord Coplan Macht, Inc.

DATE DESCRIPTION∆

5/

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4:

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P

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Barry H. Taylor

AS-101

OVERALL SITE PLAN,

NOTES AND DETAILS

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ARCHITECTURE

LANDSCAPE ARCHITECTURE

PLANNING

INTERIOR DESIGN

10 PALMETTO BUSINESS PARK

HILTON HEAD ISLAND, SC 29928

843.785.2199

HORD COPLAN MACHT

NTSAS-101

B1 ARCHITECTURAL SITE PLAN

NTSAS-101

A1 Sediment Barriera Detail

NTSAS-101

A2 Tree Protection Fence Detail

2026-05-20 ISSUED FOR PERMITTING

PROVIDE SILT BARRIER PROTECTION AT

ALL STORM SEWER INLETS DURING

DEMOLITION WORK

STORM DRAIN INLET (TYPICAL)

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ARCHITECT

THESE RECORD DRAWINGS HAVE BEEN PREPARED, IN

PART, ON THE BASIS OF INFORMATION COMPILED AND

FURNISHED BY OTHERS. THE ARCHITECT WILL NOT BE

RESPONSIBLE FOR ANY ERRORS OR OMMISIONS WHICH

HAVE BEEN INCORPORATED INTO THIS DOCUMENT AS A

RESULT

Project Number:

Sheet Issue Date:

Drawn By:

Checked By:

© Hord Coplan Macht, Inc.

DATE DESCRIPTION∆

5/

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4:

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P

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Barry H. Taylor

AS-102

SITE STORM

DRAINAGE

PROTECTION PLAN

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ARCHITECTURE

LANDSCAPE ARCHITECTURE

PLANNING

INTERIOR DESIGN

10 PALMETTO BUSINESS PARK

HILTON HEAD ISLAND, SC 29928

843.785.2199

HORD COPLAN MACHT

NTSAS-102

A1 SITE DEMOLITION PLAN

1. CONTRACTOR IS RESPONSIBLE FOR ALL MEANS AND METHODS RELATED TO THE DEMOLITION

SEQUENCE AND MAINTAINING SAFETY PROCEDURES TO COMPLY WITH ALL APPLICABLE OSHA,

SOUTH CAROLINA DEPARTMENT OF ENVIRONMENTAL SERVICES (SCDES), TOWN OF HILTON

HEAD ISLAND, AND OTHER REGULATORY AGENCY REGULATIONS AND REQUIREMENTS.

2. DEMOLISH AND/OR DECONSTRUCT BUILDING COMPONENETS AND REMOVE FROM SITE.

CONTRACTOR IS RESPONSIBLE FOR PROPER DISPOSAL AND/OR RECYCLING OF ALL REMOVED

MATERIALS.

3. ALL BUILDING MECHANICAL AND ELECTRICAL EQUIPMENT TO BE REMOVED INCLUDING PIPING

AND FOUNDATION PADS

4. DEMOLISH AND REMOVE ALL EXISTING MASONRY SCREEN WALLS, COLUMNS, POSTS,

FOUNDATIONS WALLS, AND ASSOCIATED FOOTINGS.

DEMOLITION NOTES

INSTALL SEDIMENT BARRIERS -

COORDINATE EXACT LOCATION

WITH TOWN STAFF

ALL ASPHALT

PARKING

AREAS ARE

TO REMAIN

PROVIDE TREE PROTECTION

TO PROTECT EXISTING

TREES TO REMAIN

INSTALL SEDIMENT BARRIERS -

COORDINATE EXACT LOCATION

WITH TOWN STAFF

INSTALL SEDIMENT

BARRIERS - COORDINATE

EXACT LOCATION WITH

TOWN STAFF

REMOVE BUILDING IN ITS

ENTIRETY, INCLUDING

UNDERGROUND FOOTINGS,

PLUMBING, ELECTRICAL, AND

OTHER SERVICES

REMOVE UNDERGROUND GREASE

TRAP IN THIS APPROXIMATE

LOCATION IN ITS ENTIRETY,

INCLUDING ALL UNDERGROUND

SERVICE LINES

PROVIDE TREE

PROTECTION TO

PROTECT

EXISTING TREES

TO REMAIN ALL EXISTING PARKING

AREAS TO REMAIN

REMOVE THREE SAGO

PALMS AT FRONT OF

BUILDING

STRUCTURAL AND/OR BUILDING ELEMENT TO BE REMOVED

IN ITS ENTIRETY, INCLUDING UNDERGROUND FOOTINGS,

PLUMBING, ELECTRICAL, AND OTHER SERVICES

CONCRETE SIDEWALK AND/OR CURB TO BE REMOVED IN ITS

ENTIRETY

TREE TO BE PROTECTED - PROVIDE TREE PROTECTION PER

DETAILS ON AS-101 - COORDINATE EXACT LOCATION WITH

TOWN STAFF

DEAD TREE TO BE REMOVED

EXISTING POLE MOUNTED LIGHT TO REMAIN - REMOVE ALL

POWER CONDUIT AND WIRING BETWEEN BASE OF POLE AND

POWER SOURCE

EXISTING GROUND OR TREE MOUNTED LIGHT TO BE

REMOVED - REMOVE ALL POWER CONDUIT AND WIRING BACK

TO POWER SOURCE

EXISTING GROUND OR TREE MOUNTED ELECTRICAL

JUNCTION BOX TO BE REMOVED - REMOVE ALL POWER

CONDUIT AND WIRING BACK TO POWER SOURCE

EXISTING TRANSFORMER ON

CONCRETE PAD TO REMAIN -

PROTECT FROM DAMAGE

REMOVE DEAD TREE

TREE TO REMAIN -

PROVIDE TREE

PROTECTION

REMOVE DEAD TREE

POLE MOUNTED

LIGHT FIXTURE

TO REMAIN

REMOVE EXISTING TREE IN THIS

LOCATION - DIAMETER SMALLER THAN

REQUIRED TO BE SHOWN ON SURVEY

REMOVE

EXISTING

CONCRETE

PAVERS/CURB

REMOVE EXISTING TREE

MOUNTED LIGHT, TYP.

REMOVE DEAD TREE

REMOVE DEAD TREE

REMOVE MONUMENT

SIGN AND LIGHTING IN

THEIR ENTIRETY

REMOVE MONUMENT

SIGN AND ANY LIGHTING

IN THEIR ENTIRETYREMOVE MONUMENT

SIGN AND LIGHTING IN

THEIR ENTIRETY

REMOVE GROUND

MOUNTED JUNCTION BOX

REMOVE EXISTING CONCRETE CURB

REMOVE PVC DRAINAGE PIPING

REMOVE TREE

MOUNTED LIGHT

FIXTURE

CONCRETE

PAVEMENT

EDGING TO

REMAIN

POLE MOUNTED LIGHT

FIXTURE TO REMAIN

REMOVE CONCRETE SLAB,

SURROUNDING WALLS AND

STRUCTURE AND ALL

ELEMENTS WITHIN SERVICE

YARD AREA

REMOVE EXISTING SHED

STRUCTURE

REMOVE ALL CONCRETE

SIDEWALKS, TYP.

POLE MOUNTED LIGHT

FIXTURE TO REMAIN

REMOVE TREE

MOUNTED LIGHT

FIXTURE

REMOVE

JUNCTION BOX

REMOVE POST MOUNTED FAN, POST,

AND ALL POWER BACK TO SOURCE AT

THIS APPROXIMATE LOCATION

REMOVE POND AND ALL

RELATED COMPONENTS,

INCLUDING POWER SOURCE

REMOVE ALL TREE MOUNTED

LIGHT FIXTURES, TYPICAL

INSTALL SEDIMENT BARRIERS -

COORDINATE EXACT LOCATION

WITH TOWN STAFF

REMOVE EXISTING TREE IN

THIS LOCATION - DIAMETER

SMALLER THAN REQUIRED TO

BE SHOWN ON SURVEY

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Drawing

ARCHITECT

THESE RECORD DRAWINGS HAVE BEEN PREPARED, IN

PART, ON THE BASIS OF INFORMATION COMPILED AND

FURNISHED BY OTHERS. THE ARCHITECT WILL NOT BE

RESPONSIBLE FOR ANY ERRORS OR OMMISIONS WHICH

HAVE BEEN INCORPORATED INTO THIS DOCUMENT AS A

RESULT

Project Number:

Sheet Issue Date:

Drawn By:

Checked By:

© Hord Coplan Macht, Inc.

DATE DESCRIPTION∆

5/

/2

4:

:3

P

M

Barry H. Taylor

AD-101

SITE DEMOLITION

PLAN

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ARCHITECTURE

LANDSCAPE ARCHITECTURE

PLANNING

INTERIOR DESIGN

10 PALMETTO BUSINESS PARK

HILTON HEAD ISLAND, SC 29928

843.785.2199

HORD COPLAN MACHT

NTSAD-101

A1 SITE DEMOLITION PLAN

REMOVE MONUMENT SIGN AND

LIGHTING IN THEIR ENTIRETY,

INCLUDING FOOTING AND

POWER BACK TO SOURCE

REMOVE MEDIA DISTRIBUTION BOXES

REMOVE MONUMENT SIGN IN ITS ENTIRETY

REMOVE MONUMENT SIGN AND LIGHTING IN

THEIR ENTIRETY, INCLUDING FOOTING AND

POWER BACK TO SOURCE

REMOVE EXISTING CONCRETE PAVERS /

CURB WITHIN PARKING AREA

EXISTING CONCRETE EDGING TO REMAIN

TREES TO REMAIN - PROTECT FROM DAMAGE

TREE TO BE REMOVED

LIGHT ON POLE TO REMAIN - REMOVE POWER TO SOURCE

TREE TO REMAIN -

PROTECT FROM

DAMAGE

REMOVE CONCRETE PAVERS

SERVICE YARD WALL

TO BE DEMOLISHED

TREE TO REMAIN -

PROTECT FROM DAMAGE

GREASE TRAP AND ALL UNDERGROUND

CONNECTIONS TO BE REMOVED

TRANSFORMER AND TELEPHONE BOX

TO REMAIN - PROTECT FROM DAMAGE

GREASE TRAP BEHIND TRANSFORMER

TO BE REMOVED

BUILDING AND SERVICE YARD

WALL TO BE DEMOLISHED

TREES TO REMAIN - PROTECT FROM DAMAGE

TREES TO REMAIN - PROTECT

FROM DAMAGE

REMOVE EXISTING METAL SHED

REMOVE EXISTING TREE

AGAINST METAL SHED

EXISTING TREES TO

REMAIN - PROTECT

FROM DAMAGE

EXISTING LIGHT FIXTURE AND

POLE TO REMAIN - REMOVE

POWER BACK TO SOURCE

REMOVE EXISTING

FOUNDATION

LANDSCAPING

REMOVE

EXISTING

TREE

REMOVE EXISTING

PLASTIC DRAINAGE

PIPING

REMOVE ALL

EXISTING IRRIGATION

HEADS AND PIPING TO

BELOW GRADE

REMOVE ALL EXISTING

IRRIGATION HEADS AND

PIPING TO BELOW GRADE

FOUNDATION LANDSCAPING TO BE REMOVED

PLASTIC DRAINAGE PIPING TO BE REMOVED

TREE TO REMAIN -

PROTECT FROM

DAMAGE

FOUNDATION

LANDSCAPING

TO BE REMOVED

TREES TO REMAIN - PROTECT FROM DAMAGE

REMOVE DECORATIVE LIGHTING FROM ALL TREES ONSITE

REMOVE THREE SAGO PALMS AS PART OF DEMOLION WORK

FAN AND POST TO BE REMOVED IN

THEIR ENTIRETY INCLUDING POWER

BACK TO SOURCE

PICNIC TABLE AND BIKE

RACK TO BE REMOVED

FOUNDATION LANDSCAPING

TO BE REMOVED

THIS PROJECT IS TO DEMOLISH AND REMOVE AN EXISTING FACILITY FORMERLY USED AS A

RESTAURANT. THE FACILITY IS NOW OWNED BY THE TOWN OF HILTON HEAD ISLAND.

THESE DOCUMENTS HAVE BEEN PREPARED TO ASSIST PROPSECTIVE BIDDERS BY PROVIDING

INFORMATION ON THE SIZE, ASSEMBLIES, CONSTRUCTION MATERIALS, AND SPECIAL

CIRCUMSTANCES THAT EXIST. THESE DOCUMENTS SHALL NOT BE INTERPRETED TO DIRECTLY OR INDIRECTLY PROVIDE GUIDANCE ON THE MEANS AND METHODS TO BE USED, AS THIS IS SOLELEY

THE RESPONSIBILITY OF THE SUCCESSFUL BIDDER.

CONTAINED HEREIN ARE KEY NOTES TO ASSIST IN THE DETERMINATION OF EXISTING SCOPE AND

CONDITIONS TO PROVIDE A COMPETITIVE BID.

THE SUCCESSFUL BIDDER IS TO COMPLETELY REMOVE THE EXISTING FACILITY. THIS EFFORT IS TO

INCLUDE:

- ALL ABOVE GRADE BUILDING COMPONENTS

- ALL BUILDING FOUNDATIONS AND STRUCTURE

- EXTERIOR SERVICE YARD IN ITS ENTIRETY, INCLUDING BELOW GRADE STRUCTURES

- BELOW GRADE GREASE TRAP AND ALL CONNECTIONS AND PIPING TO AND FROM

- ALL ON SURFACE CONCRETE SIDEWALKS

- ALL BELOW GRADE PLUMBING AND ELECTRICAL SERVICES AT THE BUILDING

- METAL SHED

- ON SITE MONUMENT SIGNS AND LIGHTING

- ALL TREE MOUNTED LIGHT FIXTURES AND POWER

- ALL DEAD TREES ON SITE

SCOPE OF WORK

1. CONTRACTOR IS RESPONSIBLE FOR ALL MEANS AND METHODS RELATED TO THE DEMOLITION

SEQUENCE AND MAINTAINING SAFETY PROCEDURES TO COMPLY WITH ALL APPLICABLE OSHA,

SOUTH CAROLINA DEPARTMENT OF ENVIRONMENTAL SERVICES (SCDES), TOWN OF HILTON

HEAD ISLAND, AND OTHER REGULATORY AGENCY REGULATIONS AND REQUIREMENTS.

2. DEMOLISH AND/OR DECONSTRUCT BUILDING COMPONENETS AND REMOVE FROM SITE.

CONTRACTOR IS RESPONSIBLE FOR PROPER DISPOSAL AND/OR RECYCLING OF ALL REMOVED

MATERIALS.

3. ALL BUILDING MECHANICAL AND ELECTRICAL EQUIPMENT TO BE REMOVED INCLUDING PIPING

AND FOUNDATION PADS

4. DEMOLISH AND REMOVE ALL EXISTING MASONRY SCREEN WALLS, COLUMNS, POSTS,

FOUNDATIONS WALLS, AND ASSOCIATED FOOTINGS.

DEMOLITION NOTES

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ARCHITECT

THESE RECORD DRAWINGS HAVE BEEN PREPARED, IN

PART, ON THE BASIS OF INFORMATION COMPILED AND

FURNISHED BY OTHERS. THE ARCHITECT WILL NOT BE

RESPONSIBLE FOR ANY ERRORS OR OMMISIONS WHICH

HAVE BEEN INCORPORATED INTO THIS DOCUMENT AS A

RESULT

Project Number:

Sheet Issue Date:

Drawn By:

Checked By:

© Hord Coplan Macht, Inc.

DATE DESCRIPTION∆

5/

/2

4:

:4

P

M

Barry H. Taylor

A-101

EXISTING BUILDING

FLOOR PLAN &

EXTERIOR PHOTOS

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226117

2026-05-20

KEN

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NTSA-101

A1 EXISTING BUILDING FLOOR PLAN & EXTERIOR PHOTOS

ARCHITECTURE

LANDSCAPE ARCHITECTURE

PLANNING

INTERIOR DESIGN

10 PALMETTO BUSINESS PARK

HILTON HEAD ISLAND, SC 29928

843.785.2199

HORD COPLAN MACHT