Family Dollar

10682 Cottageville Hwy | Cottageville, SC

Representative Photo

FOR FURTHER INFORMATION

Joe Boydoffice 843.722.9925 x 21mobile 843.906.7751web joe@twinriverscap.com

125-GWappooCreekDriveCharleston,SC29412

phone (843)722.9925fax (843)722.9947web twinriverscap.com

LocatorMap .................................................................. 3

HighAerial .....................................................................4

MidAerial ......................................................................5

Survey ............................................................................ 6

SitePlan ........................................................................7

Elevations ......................................................................8

PropertyInformation ....................................................9

Tenant&LeaseInformation ...................................... 10

Financials .................................................................... 11

AboutUs ...................................................................... 12

Table of Contents

10682 Cottageville HwyCottageville, SC

Locator Map

COTTAGEVILLE,SC

High Aerial

CottagevilleElementarySchool665students+staff

SITE

7,700VPD

CottagevilleHwy(Hwy17)

7,400VPDCottagevilleHwy(Hwy17)

Mid Aerial

CottagevilleMunicipalComplex

Police/Town Hall

CottagevilleElementarySchool

EnterpriseBank

7,400VPD

PostOffice

Flashinglight&4-lanesectionof17Aends

Flashinglight&4-lanesectionof17Abegins

SITE

GasStation

AutoRepairShop

7,700VPD

1,500VPD

1,500VPD

Survey

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9/27/17

Civil Engineering By AEC:3880 Pinewood CourtCumming, GA 30041W. Russell Folsom, SC PE33125Cell: 770-617-2305russf@aecengineer.com

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/17

DEVELOPER INFORMATIONTRC Cottageville, LLC

125-G Wappoo Creek Dr.Charleston, SC. 29412Phone: 843.722.9925

24 HOUR CONTACT Contact: Jim Kilburn

Real Estate Development

Rev

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0Scale: 1" = 20'

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SITEPLAN

SCDOT GENERAL NOTES1. DEFINITIONS: THE WORD "PERMITTEE" USED HEREIN SHALL MEAN THE NAME OF THE PERSON, FIRM, OR CORPORATION TO

WHOM THIS PERMIT IS ADDRESSED, HIS, HER, ITS, HEIRS, PERSONAL REPRESENTATIVES, SUCCESSORS AND ASSIGNS.THE WORD "DEPARTMENT" SHALL MEAN THE SOUTH CAROLINA DEPARTMENT OF TRANSPORTATION.

2. NOTICE PRIOR TO STARTING WORK: BEFORE STARTING THE WORK CONTEMPLATED HEREIN WITHIN THE LIMITS OF THEHIGHWAY RIGHT OF WAY, THE DEPARTMENT'S RESIDENT MAINTENANCE ENGINEER IN THE COUNTY IN WHICH THEPROPOSED WORK IS LOCATED SHALL BE NOTIFIED 24 HOURS IN ADVANCE SO THAT HE MAY BE PRESENT WHILE THEWORK IS UNDER WAY.

3. PERMIT SUBJECT TO INSPECTION: THIS PERMIT SHALL BE KEPT AT THE SITE OF THE WORK AT ALL TIMES WHILE SAID WORKIS UNDER WAY AND MUST BE SHOWN TO ANY REPRESENTATIVE OF THE DEPARTMENT OR LAW ENFORCEMENTOFFICER ON DEMAND.

4. PROTECTION OF HIGHWAY TRAFFIC: THE APPLICANT SHALL BE RESPONSIBLE FOR THE PROTECTION OF THE HIGHWAYTRAFFIC AT ALL TIMES DURING THE CONSTRUCTION, MAINTENANCE, REMOVING OR MOVING OF THE ENCROACHMENTPERMITTED HEREIN. DETOURS, BARRICADES, WARNING SIGNS AND FLAGMEN, AS NECESSARY, SHALL BE PROVIDED BYAND AT THE EXPENSE OF THE PERMITTEE AND SHALL BE IN ACCORDANCE WITH THE "MANUAL ON UNIFORM TRAFFICCONTROL DEVICES" (MUTCD). THE WORK SHALL BE PLANNED AND CARRIED OUT SO THAT THERE WILL BE THE LEASTPOSSIBLE INCONVENIENCE TO THE MOTORING PUBLIC. THE PERMITTEE AGREES TO OBSERVE ALL RULES ANDREGULATIONS OF THE DEPARTMENT WHILE CARRYING ON THE WORK CONTEMPLATED HEREIN AND TAKE ALL OTHERPRECAUTIONS THAT CIRCUMSTANCES WARRANT.

5. STANDARDS OF CONSTRUCTION: ALL WORK SHALL CONFORM TO THE DEPARTMENT'S STANDARDS OF CONSTRUCTION ANDSHALL BE PERFORMED IN A WORKMAN-LIKE MANNER. THE APPLICANT SHALL MAKE ADEQUATE PROVISIONS FORMAINTAINING THE PROPER DRAINAGE OF THE HIGHWAY AS IT MAY BE AFFECTED BY THE ENCROACHMENT PERMITTEDHEREIN. ALL WORK SHALL BE SUBJECT TO THE SUPERVISION AND SATISFACTION OF THE DEPARTMENT.

6. FUTURE MOVING OF PHYSICAL APPURTENANCES: IF, IN THE OPINION OF THE STATE HIGHWAY ENGINEER, IT SHOULD EVERBECOME NECESSARY TO MOVE OR REMOVE THE PHYSICAL APPURTENANCES, OR ANY PART THEREOFCONTEMPLATED HEREIN, ON ACCOUNT OF CHANGE IN LOCATION OF THE HIGHWAY, WIDENING OF THE HIGHWAY, ORFOR ANY OTHER SUFFICIENT REASON, SUCH MOVING SHALL BE DONE ON DEMAND OF THE DEPARTMENT AT THEEXPENSE OF THE PERMITTEE.

7. RESTORATION OF HIGHWAY FACILITIES UPON MOVING OR REMOVING OF PHYSICAL APPURTENANCES: IF, AND WHEN, THEPHYSICAL APPURTENANCES CONTEMPLATED HEREIN SHALL BE MOVED OR REMOVED, EITHER ON THE DEMAND OFTHE DEPARTMENT OR AT THE OPTION OF THE PERMITTEE, THE HIGHWAY AND FACILITIES SHALL IMMEDIATELY BERESTORED TO THEIR ORIGINAL CONDITION AT THE EXPENSE OF THE PERMITTEE.

8. COSTS: ALL WORK IN CONNECTION WITH THE CONSTRUCTION, MAINTENANCE, MOVING OR REMOVING OF THE PHYSICALAPPURTENANCES CONTEMPLATED HEREIN SHALL BE DONE BY AND AT THE EXPENSE OF THE PERMITTEE.

9. ADDITIONAL PERMISSIONS:(A) IT IS DISTINCTLY UNDERSTOOD THAT THIS PERMIT DOES NOT IN ANY WAY GRANT OR RELEASE ANY RIGHTS

LAWFULLY POSSESSED BY THE ABUTTING PROPERTY OWNERS. THE PERMITTEE SHALL SECURE ANY SUCHRIGHTS, AS NECESSARY, FROM SAID ABUTTING PROPERTY OWNERS.

(B) THE PERMITTEE SHALL BE RESPONSIBLE FOR OBTAINING ALL OTHER APPROVALS OR PERMITS NECESSARY FORINSTALLATION OF THE ENCROACHMENT FROM OTHER GOVERNMENT ENTITIES.

(C) THERE SHALL BE NO EXCAVATION OF SOIL NEARER THAN TWO FEET TO ANY PUBLIC UTILITY LINE ORAPPURTENANT FACILITY EXCEPT WITH THE CONSENT OF THE OWNER THEREOF, OR EXCEPT UPON SPECIALPERMISSION OF THIS DEPARTMENT AFTER AN OPPORTUNITY TO BE HEARD IS GIVEN THE OWNER OF SUCH LINEOR APPURTENANT FACILITY.

10. ADDITIONAL WORK PERFORMANCE:(A) ALL CROSSINGS OVER THE HIGHWAY SHALL BE CONSTRUCTED IN ACCORDANCE WITH "SPECIFICATIONS FOR

OVERHEAD CROSSINGS OF LIGHT AND POWER TRANSMISSION LINES AND TELEGRAPH LINES OVER EACH OTHERAND OVER HIGHWAY RIGHTS OF WAY IN SOUTH CAROLINA," AS APPROVED BY THE PUBLIC SERVICE COMMISSIONOF SOUTH CAROLINA AND EFFECTIVE AS OF DATE OF THIS PERMIT.

(B) ALL TUNNELING, BORING, OR JACKING SHALL BE DONE IN SUCH A WAY AS NOT TO DISTURB THE HIGHWAYSURFACING.

(C) NO PAVEMENT SHALL BE CUT UNLESS SPECIFICALLY AUTHORIZED HEREIN.(D) NO EXCAVATION SHALL BE NEARER THAN THREE FEET TO THE EDGE OF PAVEMENT UNLESS SPECIFICALLY

AUTHORIZED HEREIN.(E) UNDERGROUND FACILITIES WILL BE LOCATED AT MINIMUM DEPTHS AS DEFINED IN THE "UTILITY ACCOMMODATIONS

MANUAL" FOR THE TRANSMITTANT, GENERALLY AS FOLLOWS: 4 FEET MINIMUM FOR HAZARDOUS OR DANGEROUSTRANSMITTANT, 3 FEET MINIMUM FOR OTHER LINES. THE DEPARTMENT MAY APPROVE SHALLOWER DEPTHS IFADEQUATE PROTECTION IS PROVIDED. SUCH APPROVAL MUST BE OBTAINED IN WRITING.

(F) SERVICE AND OTHER SMALL DIAMETER PIPES SHALL BE JACKED, DRIVEN, OR OTHERWISE FORCED UNDERNEATHTHE PAVEMENTS ON ANY SURFACED ROAD WITHOUT DISTURBING THE PAVEMENT. THE SECTION UNDER THEHIGHWAY PAVEMENT AND WITHIN A DISTANCE OF THREE (3) FEET ON EITHER SIDE SHALL BE CONTINUOUSWITHOUT JOINTS.

11. ACCESS:(A) PERMITTEE IS RESPONSIBLE FOR MAINTAINING REASONABLE ACCESS TO PRIVATE DRIVEWAYS DURING

CONSTRUCTION.(B) IT IS EXPRESSLY PROVIDED THAT, WITH RESPECT TO ANY LIMITED ACCESS HIGHWAY, THE PERMITTEE SHALL NOT

HAVE OR GAIN ACCESS FROM THE MAIN TRAVELED WAY OF THE HIGHWAY, OR THE ON OR OFF RAMPS TO SUCHFACILITY, EXCEPT UPON APPROVAL BY THE DEPARTMENT.

12. DRIVEWAYS:(A) THE EXISTING CROWN OF THE HIGHWAY SHALL BE CONTINUED TO THE OUTSIDE SHOULDER LINE OF THE HIGHWAY.(B) IF THE DRIVEWAY OR APPROACH IS CONCRETE PAVEMENT, THE PAVEMENT SHALL BE CONSTRUCTED AT LEAST 6

INCHES THICK AND WITH A MINIMUM OF CLASS 2500 CONCRETE. THERE SHALL BE A BITUMINOUS EXPANSIONJOINT, NOT LESS THAN 3/4 INCHES IN THICKNESS, PLACED BETWEEN THE HIGHWAY PAVING AND THE PAVING OFTHE APPROACH FOR THE FULL WIDTH OF THE APPROACH.

13. BEAUTIFICATION:(A) ALL TREES, PLANTS, FLOWERS, ETC. SHALL BE PLACED IN ACCORDANCE WITH THE PROVISIONS SPECIFICALLY

STIPULATED HEREIN.(B) ALL TREES, PLANTS, FLOWERS, ETC. SHALL BE MAINTAINED BY, AND AT THE EXPENSE OF, THE PERMITTEE AND THE

PROVISIONS OF THIS PERMIT SHALL BECOME NULL AND VOID, IF AND WHEN SAID PERMITTEE CEASES TOMAINTAIN SAID TREES, PLANTS, FLOWERS, ETC.

14. AS-BUILT PLANS:(A) THE APPLICANT SHALL PROVIDE THE DEPARTMENT WITH SURVEY-QUALITY AS-BUILT PLANS IN ACCORDANCE WITH

THE REQUIREMENTS SET FORTH IN THE DEPARTMENT'S "A POLICY FOR ACCOMMODATING UTILITIES ON HIGHWAYRIGHTS OF WAY".

15. WATER QUALITY:(A) ALL ITEMS IN SECTION 10D OF THE CURRENT ARMS MANUAL FOR BOTH CONSTRUCTION AND POST CONSTRUCTION

DESIGN HAVE BEEN STUDIED AND ADDRESSED. ALL NECESSARY BMPS HAVE BEEN IMPLEMENTED FOR BOTHPHASES (CONSTRUCTION AND POST-CONSTRUCTION) TO AVOID NEGATIVELY IMPACTING IMPAIRED WATERS OFTHE SCDOT SYSTEM AND/OR ITS DISCHARGES.

16. SIGNAGE: ROAD CONSTRUCTION SIGNING SHOULD BE PLACED ACCORDINGLY IN BOTH DIRECTIONS ON COTTAGEVILLE HWYUSE 500 FT SIGN AND END CONSTRUCTION SIGN. MODIFIED SCHEME C

17. WORK SCHEDULE: NO ROADWAYS LISTED FOR HOURLY LANE CLOSURE PROHIBITIONS IN COLLETON COUNTY18. SHOULDER CLOSURE: ANY WORK REQUIRING A SHOULDER CLOSURE IS TO BE DONE USING SCDOT STANDARD DWG

610-205-00 FOR SHOULDER CLOSURE. ALL SHOULDER CLOSURE WORK IS TO BE DONE DURING DAYLIGHT HOURSBETWEEN 9:00 AM TO 3:00 PM.

19. DRAINAGE STATMENT: THERE WILL BE NO INCREASE IN RUNOFF FROM THIS SITE TO SCDOT R/W.

NOTE: DEVELOPER SHALLBE RESPONSIBLE FOR ANY

CONFLICTS WITHEXISTING UTILITIES.

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

PARKING REQUIREMENTS:

1 Space per 300 GFA TOTAL PARKING REQUIRED = 8,320 * 1/300 GFA = 28 SPACES(2 H/C SPACES REQUIRED)

TOTAL PARKING SPACES PROVIDED = 30 SPACES

2. 6" DIAM. PIPE BOLLARDS @ 6'-0" O.C. AT FRONT OF STOREFRONT ARE REQUIRED - FILL EACH WITH CONCRETE & PAINTEXT. COLOR # 2 - COORDINATE LOCATION OF H.C. RAMP ON PARKING LAYOUT WITH BOLLARD LOCATION AS SHOWN.MAINTAIN 5'-0" MIN. CLEAR WIDTH BETWEEN BOLLARDS AT TOP OF RAMP. BOLLARDS PLACED ON SIDEWALK, 1'-6" TYP.FROM EDGE

6.CONCRETE SPECIFICATIONS ARE AS FOLLOWS: 3500 PSI W/ WIRE MESH & CONTROL JOINT(S) SPACED 8'-0" O.C., TYP.

1. LANDSCAPING MUST NOT BLOCK VISIBILITY OF SIGNAGE

5. ANY FIELD CHANGES WITHIN SCDOT R/W OR CHANGES THAT WOULD IMPACT SCDOT R/W WILLREQUIRE WRITTEN SCDOT APPROVAL PRIOR TO CHANGES BEING IMPLEMENTED IN THE FIELD.

PROPOSED DUMPSTER. (SEE ARCH. PLANS)

CONCRETE BOLLARD (SEE DETAIL IN ARCHITECTURE)

HEAVY DUTY ASPHALT

MEDIUM DUTY ASPHALT PARKING AREA

PROPOSED A/C UNIT CONCRETE PAD

SYMBOLS LEGEND

8' WIDE CROSS ACCESS STRIP PER SCDOT STANDARDS

4" DOUBLE YELLOW STRIPECONCRETE SIDEWALK (Width as Shown)

6" THICK HEAVY DUTY CONCRETE PAD

HANDICAP PARKING RAMP ADJ. TO BLDG.

HANDICAP PARKING SIGN

DRIVE WAY PER SC-DOT 720-410-00 (SEE C-805)

30" WHITE STOP BAR

PROPOSED R1-1 STOP SIGN (30")

CONNECT TO EXISTING STREET

EXISTING SIDEWALK

HANDICAP RAMP ALONG ROADWAY

LANDSCAPE AREA

LIMITS OF HEAVY DUTY ASPHALT

PYLON SIGN (TO BE PERMITTED SEPARATELY)

PROJECT SITE DATA· Gross Property Size: 1.720 Ac. / 74,910.77 SF· Disturbed Area: 1.29 Ac.· Zoning: VC· Previous Land Use: Residential· Proposed Building Total: 8,320 SF· Proposed Use: Family Dollar Store / Retail· Height Proposed: 21' 6 58"· Proposed Impervious Area: 0.529 Ac. / 29,053 SF (30.8%)· Proposed Pervious Area: 1.191 Ac. / 51,880 SF (44.3%)· Building Coverage Area: 0.191 Ac. / 8,320 SF (11.1%)· Setbacks (Required)·· Front: 25' Building·· Rear: 10' Building·· Side: 5' Building·· Landscape: 8' Landscape Front·· Landscape: 15' Landscape Back

LINE OF SIGHT TRIANGLES

SIGHT DISTANCE (Cottageville Hwy):ISD = 1.47*35(mph)*7.5(Passenger Car) =

386' Minimum

LINE TABLELINE LENGTH BEARING

L1 6.00 N44°05'59"WL2 75.21 N45°24'33"EL3 31.00 S44°19'41"EL4 87.00 N45°53'40"E

EDGE OF PAVEMENT

DELIVERY AREA

EMERCENCY EXIT DOOR

EXISTING WATER WELL HOUSE TO REMAIN

24" CONCRETE CURB AND GUTTER PER SC-DOT 720-105-01 DETAIL 1

CALL BEFOREYOU DIG

4. OWNER SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF DRIVEWAYS & OTHER ACCESS POINTS, INCLUDING ANY DRAINAGESTRUCTURES, & SIDEWALKS FOR AREAS WITHIN THE RIGHTS OF WAYS OF STATE MAINTAINED FACILITIES IN PERPETUITY.

SCDOT PAVEMENT SECTION (SEE C-805)

45

50

55

4520

55

0 40 60

50

48.20

50.55

4.60%Slope

-1.00%Slope

ENTRANCE CROSS SECTIONSCALE: H 1" = 20' / V 1" = 5'

49.3

DRIVEWAY PROFILE

49.448.25

2.00%Slope

8048.15

48.35

2.00%Slope

-0.60%Slope

CONCRETE WHEEL STOP

1.69%Slope

48.29

Elevations

3 3

3

A-49

A-412

A-413

A-43

A-43

A-411

A-48

A-48

3

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A-2a4

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A-44

A-42

A-43

E.L.

A-45

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11

ROOF PITCH

CL

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11212

1 ROOF PITCH

D.S.

A-45

A-415A-4

4

A-47

A-47

A-44

A-414

E.L.SIM.

1

A-42

A-44

A-43

2A2 SCALE = 1/8" = 1'-0"

3A2 SCALE = 1/8" = 1'-0"

4A2 SCALE = 1/8" = 1'-0"

1A2 SCALE = 1/4" = 1'-0"

D.WISER

ARCHITECT'S PROJECT #

Proje

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Shee

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Drawn By :

Checked By :

Revisions :

Seal

Date :

Sheet No.

COTT

AGEV

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SC

TWIN

RIV

ERS

CAPI

TAL

17090

FAMI

LY D

OLLA

RFO

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1068

2 COT

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"REVIEWED"

"DISAPPROVED - RESUBMIT"

All Site and Building Plan Requirements, including but limited to, all Interior Dimensions,Materials, Hardware, Equipment & Specifications, are to be designed and built per theFamily Dollar Prototype Plan #:____16-01 REV_____ as indicated in the lease, unless adeviation is approved by Family Dollar's Plan Reviewer, next to each specific deviation.The initials indicate approval of only the one deviation being initialed. Any deviation fromdesignated Prototype Plan that is not initialed by Family Dollar is disapproved and void.

(Approval to plan deviation will be indicated with the following circled initials :_______ )

J.ZINK

FAMI

LY D

OLLA

R RI

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LASS

1 ST

ORE

6/10/2017

06/09/2017

C.L. HELTARCHITECT INC.CHARLOTTE, NC

#C74019

RE

GI S T E R E D A R C H I T E C

TS

STA T

E OF SOUT H CAROL I NA

MINIMUM STRUCTURAL HEIGHT NOTE:

DOWNSPOUT NOTE:

GENERAL EXTERIOR NOTE:

METAL PANEL NOTES:

NO.

PRE-FINISHED

2EXTERIOR LATEX

PRE-FINISHED

EXTERIOR FINISH SCHEDULEAREA

1

TYPE

VP COLOR "TAN"

COLOR

2

3

4

5

6

PRE-FINISHED7

NUCOR COLOR "SAGEBRUSH TAN"VP - VEE RIB PANELNUCOR - ACCENT PANEL

VP COLOR "TAN"NUCOR COLOR "SAGEBRUSH TAN"

MID-WEST COLOR "SADDLE TAN"MID-WEST - PBA PANEL

MID-WEST COLOR "SADDLE TAN"

8

9

10

11

PRE-FINISHED

PRE-FINISHED

PRE-FINISHED

MATERIALS ARE TO BE APPROVED BY FAMILY DOLLAR STORE. COLORS ARE CRITICAL AND MUST BE APPROVED BYFAMILY DOLLAR STORE REPRESENTATIVE IF THEY DIFFER FROM THE BENJAMIN MOORE COLORS SHOWN BELOW.

1 8/28/17 - COORDINATION

FULL SHEET REVISED. BUILDING MIRROREDFOR CIVIL SITE COORDINATION

1

08/30/2017

PropertyandLocationHighlights

COTTAGEVILLE,SCCottageville is in eastern Colleton County, along U.S. Route 17 A. Walterboro, the county seat, is 11 miles to the west, and Summerville is 20 miles to the east.

DEMOGRAPHICS 1 Mile 3 Mile 5 Mile Population 784 2,736 4,640Average HHI 42,909 43,949 43,993

> 10 YEAR NN LEASE

> 1.7 ACRES

> 8,320 SF

> 1 5-YEAR OPTION INCREASING AT 7.5% > REMAINING 5 5-YEAR OPTIONS INCREASING AT 5% EACH OPTION PERIOD

> HARD CORNER WITH 2 ACCESS POINTS IN THE MAIN COMMERCIAL CORRIDOR

Property Information

LEASEINFORMATION> Initial lease term of 10 years

> One 5-year option increasing at 7.5% and remaining five 5-year op-tions increasing at 5% each option period

Tenant & Lease Information

TENANTPROFILE

Tenant: Family Dollar Stores of South Carolina, Inc.

Dollar Tree, a Fortune 200 Company which acquired Family Dollar in July, 2015, now operates more than 15,000 stores across 48 states and five Canadian prov-inces. Stores operate under the brands of Dollar Tree, Dollar Tree Canada, Deals, and Family Dollar with a Market Capitalization of $25 Bn.

Dollar Tree is the nation’s leading operator of fixed price-point stores, selling everything for $1 or less, and Family Dollar is a leading national operator of multi price-point stores offering merchandise generally ranging in price from $1-$10 including consumables, home products, apparel and accessories, electronics, and seasonal goods to primarily low and middle-income consumers in convenient neighborhood stores. The Company intends to retain and to grow both banners going forward and will optimize the combined real estate portfolio.

> Corporate Guarantee by Family Dollar, Inc. a Subsidiary of Dollar Tree> Financial Strength: Investment grade. S&P 500 credit rating of BB+ and Moody’s of Ba1> Amazon (e-commerce) Proof: Discount stores are being described as “immune to e-commerce” due to their focus on convenience and small store formats (source: eMarketer Inc., a leading market research company)> Dollar Tree reported $5.64 billion in net sales in its most recent quarter> The combined Dollar Tree and Family Dollar company operates more than 15,000 stores nationwide, making it the largest dollar-store chain in the U.S. by store count> The combined company has sales of over $19 billion a year> Family Dollar continues as a wholly-owned subsidiary of Dollar Tree

NYSE: DLTR

Financials

Rent Roll Tenant: Family Dollar Stores of South Carolina, Inc. Guarantor: Family Dollar Stores, Inc. NN Lease 10682 Cottageville Hwy., Cottageville, SC

Price SummaryPrice $1,357,143Cap Rate 7.0%

TENANT BUILDINGSQ FT

LEASEEXPIRATION

RENT PERSQ FT

MONTHLYRENT

ANNUALRENT OPTIONS

Family Dollar 8,320SF

3/31/2028 Years 1 – 10:$11.42

Years 1 – 10: $7,916.67

Years 1 – 10: $95,000.04

One 5-year option increasing at

7.5% and remaining five 5-year options increasing at

5.0% each option period

TRC provides national retailers with a comprehensive solution for growing their business by developing new locations.

TWINRIVERSCAPITAL,LLC

Twin Rivers Capital, LLC is a privately held real estate investment, development and brokerage company, founded in 2002 and headquartered in Charleston, SC. Focusing on the growth regions of the Southeastern US, TRC provides national retailers with a comprehensive solution for adding new locations. TRC has developed more than 1.2 million SF of real estate with values of nearly$200 million. TRC also handles third party brokerage, including tenant and landlord representation and investment brokerage services in FL, GA, SC, NC, VA, TN and AL.

BuildtoSuit•JVPrograms•PreferredDeveloperforNationalRetailersBrokerage•FeeDevelopmentPrograms

FAMILY DOLLARAUTOZONE

MCDONALD’SVERIZON

WALMARTSHERWIN WILLIAMS

DICK’SAT&T

HOBBY LOBBYSTARBUCKS

DOLLAR TREEEDWARD JONES

About Us

ClientRoster

YOURTWINRIVERSCAPITALCONTACT

Joe BoydJoe is responsible for all property and asset management and is also involved in property sales.

With over 25 years of experience in property management, Joe has served as Property Manager for numerous lifestyle centers and super-regional malls, including properties held by Madison Marquette Realty Services, CBL Properties and The Jacobs Group.

Joe received his Bachelor’s Degree from Grove City College and his MBA from Indiana University of Pennsylvania. He received his CSM in 1995, his CMD in 1997 and his SC Realtor’s License in 2008.

OFFICE 843.722.9925 X 21MOBILE 843.906.7751EMAIL joe@twinriverscap.comWEB twinriverscap.com