For more information

about this site, contact:

Butch Gurganus, CCIM, SIOR Phone #: 479-845-1504

Cell #: 479-644-7266 butch.gurganus@colliers.com

Other sites available at

www.walmartrealty.com

Lot 10: ±4.57 Acres - $2,645,000

Springdale, AR Store #4108

4870 Elm Springs Road

Demographic Summary

1 Mile: Population: 4,200 Median HH Income: $51,600 3 Mile: Population: 35,200 Median HH Income: $45,900 5 Mile: Population: 81,600 Median HH Income: $44,500

The information above has been obtained from sources believed reliable. While we do not doubt its accuracy, we have not verified it and make no guarantee, warranty or representation about it. It is your responsibility to independently confirm its accuracy and completeness.

Walmart Outparcel For Sale

Oak

Gro

ve R

oad

Elm Springs Road

DATE

Eng

inee

ring

Ass

ocia

tes,

Inc.

DRWDESPMDPOR

INITIAL DESIGN

JOB #

27331.0 D

RAW

ING: 27331S

ITE.d

wg L

AST S

AVED B

Y: DW

ATKIN

S

SCALE IN FEET

200’150’0 100’

26 27

B

C

D

E

F

G

H

I

J

K

L

M

N

O

P

Q

R

2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 251

A

Not to Scale

site

HAR−BER AVE

W SUNSET AVE (HWY412)

ELM SPRINGS RD

N 5

6TH S

T

ELM S

PRIN

GS R

D

540

540

ELM SPRINGS RD

FALCON RD

N 4

0 TH S

T

N G

UTENSOHN R

D

17.75±

63.73±

in ACRES

1.86±

1.91±

18.82±

3.06±

1.40±

1.58±

1.06±

1.28±

1.32±

4.57±

2.53±

3.57±

70.37±

SITE BENCH MARK NO. 1:3.5" ALUMINUM CAP LOCATED ON THE NORTH SIDE OFELM SPRINGS ROAD NEAR DRAINAGE MH #1 ANDAPPROXIMATELY 33.0’ SOUTHWEST OF A FIRE HYDRANT.ELEVATION = 1326.61’

BASIS OF BEARINGS:NAD83 (2011), STATE PLANE COORDINATE SYSTEM,ARKANSAS NORTH ZONE, BASED ON OPUSOBSERVATIONS. ALL DISTANCES SHOWN ARE GRIDDISTANCES.

CONVERGENCE ANGLE=−01°16’22.85524COMBINED SCALE FACTOR=0.999933694CALCULATED AT N−684234.51, E−666830.25, BEING ASET MAG NAIL FOR THE SWC, NE1/4, NE1/4 OFSECTION 33, T18N, R30W

BASIS OF ELEVATION:NAVD88 (GEOID09) BASED ON NGS PID #GG0908 AND PID#GG0913

9.50±

DATE

Eng

inee

ring

Ass

ocia

tes,

Inc.

DRWDESPMDPOR

INITIAL DESIGN

JOB #

27331.0 D

RAW

ING: 27331G

RADIN

G.d

wg L

AST S

AVED B

Y: DW

ATKIN

S

SITE BENCH MARK NO. 13.5" ALUMINUM CAP LOCATEDON THE NORTH SIDE OF ELMSPRINGS ROAD NEAR DRAINAGEMH #1 AND APPROXIMATELY33.0’ SOUTHWEST OF A FIREHYDRANT.ELEVATION = 1326.61’

MATCHLINE

S

D

E

T

G

F

T

G

?

G

T

F

Tr

MAGSET

SCALE IN FEET

100’75’0 50’

WHEN PERFORMING GRADING OPERATIONS DURING PERIODS OF WET WEATHER,PROVIDE ADEQUATE DEWATERING, DRAINAGE AND GROUND WATER MANAGEMENT TOCONTROL MOISTURE OF SOILS. REFER TO SITE SPECIFICATIONS.

ALL WM GENERAL CONTRACTOR WORK TO BE COMPLETED (EARTHWORK, FINALUTILITIES, AND FINAL GRADING) BY THE MILESTONE DATE IN PROJECT DOCUMENTS.OUTLOT AREA TO BE KEPT FREE OF JOB TRAILERS AND STORAGE AFTER THECONTRACT MILESTONE DATE FOR THE OUTLOT. WM GENERAL CONTRACTOR TOPROVIDE CLEAR ACCESS FOR OUTLOT CONTRACTOR TO THE SPECIFIC PARCEL ATALL TIMES AFTER MILESTONE DATE. PURCHASER OF OUTLOT TO PROVIDE PERMITDOCUMENTS AND SWPPP REQUIRED BY STATE/LOCAL REQUIREMENTS FOR SPECIFICOUTLOT.

PROPOSED

BOUNDARY LINE

GRADE BREAK

CONTOUR ELEVATIONS

STORM DRAIN

XX.XXxSPOT ELEVATIONS: TC = TOP OF CURB G = GUTTER

XXX

D

CURB INLET (CI−#)

GRATED INLET (GI−#)

AREA INLET (AI−#)

JUNCTION BOX (JB−#)

SIPHONIC MANHOLE (SMH−#)

TRUCKWELL DRAIN (TD−#)

GRADING NOTES09C CONNECT DOWN SPOUTS TO DRAIN PIPE. (SEE ARCH. PLANS FOR EXACT

NUMBER AND LOCATION OF DOWN SPOUTS)09D FLARED END SECTION73B NO PROPOSED GRADING TO OCCURE WITHIN 30’ OF EXISTING UTILITY POLE.

73C TRUCK DOCK DRAIN INLET (SEE ARCH PLANS)73D TRM LANDLOK 450 OR APPROVED EQUAL73E NAG S75 OR APPROVED EQUAL

GRADING DETAILS

17B CONCRETE FLUME17H RIP−RAP PAD GROUTED IN PLACE (SEE SIZE THIS SHEET)19A CONCRETE HEADWALL20A JUNCTION BOX21A CURB INLET22A AREA INLET23A GRATE INLET23B SIPHONIC BREAK CONCRETE STORM MANHOLE DETAIL26B OVERFLOW STRUCTURE26C DETENTION BASIN OUTFALL STRUCTURE28A STORM SEWER TRENCH AND BEDDING

TRM LANDLOK 450 OR APPROVED EQUAL

NAG S75 OR APPROVED EQUAL

SEE GENERAL NOTES SHEET 2 FOR FOUNDATIONSUBSURFACE PREPARATION NOTE

DATE

Eng

inee

ring

Ass

ocia

tes,

Inc.

DRWDESPMDPOR

INITIAL DESIGN

JOB #

27331.0 D

RAW

ING: 27331G

RADIN

G.d

wg L

AST S

AVED B

Y: DW

ATKIN

S

1

A

2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17

B

C

D

E

F

G

H

I

J

K

MATCHLINE

SITE BENCH MARK NO. 13.5" ALUMINUM CAP LOCATEDON THE NORTH SIDE OF ELMSPRINGS ROAD NEAR DRAINAGEMH #1 AND APPROXIMATELY33.0’ SOUTHWEST OF A FIREHYDRANT.ELEVATION = 1326.61’

S

D

E

T

G

F

T

G

?

G

T

F

Tr

MAGSET

SCALE IN FEET

100’75’0 50’

PROPOSED

BOUNDARY LINE

GRADE BREAK

CONTOUR ELEVATIONS

STORM DRAIN

XX.XXxSPOT ELEVATIONS: TC = TOP OF CURB G = GUTTER

XXX

WHEN PERFORMING GRADINGOPERATIONS DURING PERIODS OF WETWEATHER, PROVIDE ADEQUATEDEWATERING, DRAINAGE AND GROUNDWATER MANAGEMENT TO CONTROLMOISTURE OF SOILS. REFER TO SITESPECIFICATIONS.

ALL WM GENERAL CONTRACTOR WORKTO BE COMPLETED (EARTHWORK, FINALUTILITIES, AND FINAL GRADING) BY THEMILESTONE DATE IN PROJECTDOCUMENTS. OUTLOT AREA TO BE KEPTFREE OF JOB TRAILERS AND STORAGEAFTER THE CONTRACT MILESTONE DATEFOR THE OUTLOT. WM GENERALCONTRACTOR TO PROVIDE CLEARACCESS FOR OUTLOT CONTRACTOR TOTHE SPECIFIC PARCEL AT ALL TIMESAFTER MILESTONE DATE. PURCHASEROF OUTLOT TO PROVIDE PERMITDOCUMENTS AND SWPPP REQUIRED BYSTATE/LOCAL REQUIREMENTS FORSPECIFIC OUTLOT.

D

CURB INLET (CI−#)

GRATED INLET (GI−#)

AREA INLET (AI−#)

JUNCTION BOX (JB−#)

SIPHONIC MANHOLE (SMH−#)

TRUCKWELL DRAIN (TD−#)

09C CONNECT DOWN SPOUTS TO DRAIN PIPE. (SEE ARCH. PLANS FOR EXACT

NUMBER AND LOCATION OF DOWN SPOUTS)09D FLARED END SECTION73B NO PROPOSED GRADING TO OCCURE WITHIN 30’ OF EXISTING UTILITY POLE.73C TRUCK DOCK DRAIN INLET (SEE ARCH PLANS)73D TRM LANDLOK 450 OR APPROVED EQUAL73E NAG S75 OR APPROVED EQUAL

GRADING DETAILS

GRADING NOTES

14A CONCRETE SWALE17B CONCRETE FLUME

17H RIP−RAP PAD GROUTED IN PLACE (SEE SIZE THIS SHEET)19A CONCRETE HEADWALL20A JUNCTION BOX21C MODIFIED CURB INLET22A AREA INLET23A GRATE INLET23B SIPHONIC BREAK CONCRETE STORM MANHOLE DETAIL26B OVERFLOW STRUCTURE26C DETENTION BASIN OUTFALL STRUCTURE28A STORM SEWER TRENCH AND BEDDING

TRM LANDLOK 450 OR APPROVED EQUALSEE OFFSITE DRAINAGE PLANSFOR STORM SEWER CONTINUATION

NAG S75 OR APPROVED EQUAL

SEE GENERAL NOTES SHEET 2 FOR FOUNDATIONSUBSURFACE PREPARATION NOTE