retail space for lease lloyd...pizza hut prepared by esri rings: 1, 3, 5 mile radii latitude:...

LLOYDC O M PA N I E S

FOR LEASE $29.00 / SF NNN2,250 RSF

26TH & SYCAMORE RETAIL

Find out more at lloydcompanies.com

SIZE

DESCRIPTION

PRICE LOCATION2,171 USF $29.00 / RSF NNN

Endcap is approximately 42’ wide x 54’ deep

Contact Broker for additional information

Premium retail available at the corner of 26th & Sycamore near Hy-Vee, Walgreens, Burger King, Sanford Acute Care, CorTrust Bank and several rooftops!

101 S. Reid Street | Ste. 201 | Sioux Falls, SD 57103 | 605.231.1738Information deemed reliable, but not guaranteed.

RETAIL SPACE FOR LEASE

Tenant will have building signage and 35% of the two pole signs

Tenant improvement allowance: $25.00 / USF

Co-tenant is Taco Johns

SCOTT BLOUNT

[email protected]

5

4501 E 26th StreetSioux Falls, SD 57110

2,250 RSF

Suite will have gravel floor, no sheetrock (other than lid) and Landlord will provide one 7.5 ton HVAC with no ducts

Estimate traffic counts of 29,800 vpdMultiple access points, including mutual access with neighboring developments

1:100 parking ratio



FLOOR PLAN

SCOTT BLOUNT

[email protected]

526TH & SYCAMORE RETAILRETAIL SPACE FOR LEASE

AVAILABLE

Concept only;Subject to change



SITE PLAN

SCOTT BLOUNT

[email protected]


G

UP

UP

UP

UP

UP

UP

UP

UP UP UP UP UP

UP

UP

UP

UP

UP

UP

UP

UP

UP

UP UP UP

UTV

UTV

UTV

UTV

UTV

15"S

S15

"SS

15"S

S

TR

6"S6"S6"S

6"S6"S

COCO

6"W 6"W

8"S

8"S

8"S

8"S

8"W

8"W

8"W

8"W

8"W

8"S

PR

OP

OS

ED

2-TEN

AN

TS

ING

LE S

TOR

Y B

UILD

ING

22' WA

LL HE

IGH

T4,608± S

F TOTA

L

FFE = 1550.10

FFE = 1551.10

T

G

UP

UP

UP

UP

UP

UP

UP

UP UP UP UP UP

UP

UP

UP

UP

UP

UP

UP

UP

UP

UP UP UP

UTV

UTV

UTV

UTV

UTV

15"S

S15

"SS

15"S

S

TR

6"S6"S6"S

6"S6"S

COCO

6"W 6"W

8"S

8"S

8"S

8"S

8"W

8"W

8"W

8"W

8"W

8"S

4.8%

5.1%

4.2%

3.3%

4.9%

6.3%

7.4%

6.6%

6.4%

5.1%

5.0%

3.4%

4.1%4.5%

4.4%

4.2%

4.9%

2.1%

3.7%

6.1%

5.5%

6.0%

3.7%

4.9%

8.6%

4.5%

4.8%

2.1%

3.0%

6.4%

4.9%

2.8%

6.2%

6.5%

6.2%

4.3%

2.1%

4.7%

4.6%

5.2%

5.5% 3.3%

7.3%

6.6%

3.3%

PROPOSEDELEVATIONS

SPOTLABEL

#

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

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52

53

54

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56

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58

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60

61

ELEVATION

1555.37

1554.92

1554.00

1551.49

1550.00

1549.57

1549.43

1549.39

1549.46

1548.26

1547.37

1545.74

1544.28

1544.07

1543.88

1543.66

1543.56

1543.13

1543.08

1542.47

1541.72

1542.46

1542.61

1542.64

1543.04

1542.42

1542.86

1543.48

1546.24

1547.71

1548.40

1549.11

1553.18

1553.28

1553.28

1553.15

1553.97

1554.01

1554.01

1554.28

1555.49

1555.49

1555.74

1556.32

1549.60

1549.71

1550.20

1550.29

1550.67

1551.02

1551.07

1551.01

1550.04

1549.98

1549.42

1549.69

1549.70

1549.63

1549.53

1548.48

DESCRIPTION

TC

TC

TC

TC

TC

TC

TC

TC

TC

TC

TC

TC

TC

TC

TC

TC

TC

TC

TC

TC

TC

TC

TC

TC

TC

TC

TC

TC

TC

TC

TC

TC

TC

TC

TC

TC

TC

TC

TC

TC

TC

TC

TC

TC

TC

TC

TC

TC

TC

TC

TC

TC

TC

TC

TC

TC

TC

TC

TC

VG/LP

SPOTLABEL

#

62

63

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121

ELEVATION

1549.10

1549.21

1547.71

1547.49

1546.95

1546.84

1549.28

1549.36

1550.02

1549.97

1549.53

1549.53

1549.58

1548.10

1547.10

1547.57

1551.08

1550.00

1550.00

1550.04

1548.06

1547.99

1548.42

1548.49

1548.49

1548.25

1548.93

1548.42

1549.70

1547.44

1549.20

1549.81

1546.32

1549.31

1548.31

1544.62

1547.81

1548.18

1543.87

1547.68

1548.10

1544.10

1547.59

1547.55

1545.74

1547.05

1547.32

1546.81

1544.38

1543.72

1544.72

1545.05

1544.38

1543.77

1544.39

1545.38

1545.05

1545.72

1545.05

1543.84

DESCRIPTION

VG/GB

VG/HP

VG/GB

VG/GB

VG/GB

VG/LP

SW

SW

SW/HP

SW

C

C

C

C

C

C

SW

SW

SW

SW

TC

TC

TC

TC

TC

TC

TW

C

TW

C

C

TW/HP

C

C

TW

C

C

TW

C

C

TW

C

C

TW

C

C

TW

C

TW

G

TW

TW

TW

G

G

TW

TW

TW

G

G

SPOTLABEL

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122

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162

ELEVATION

1546.06

1545.72

1546.39

1545.64

1544.05

1546.73

1547.06

1546.39

1546.31

1544.39

1547.40

1547.06

1547.73

1547.09

1545.06

1548.06

1547.73

1548.40

1547.71

1545.73

1548.40

1548.44

1550.09

1549.30

1550.42

1550.09

1550.76

1551.00

1549.01

1551.10

1550.76

1551.43

1551.36

1549.84

1551.77

1551.43

1552.10

1551.43

1550.84

1552.10

1551.94

DESCRIPTION

TW

TW

TW

G

G

TW

TW

TW

C

C

TW

TW

TW

G

G

TW

TW

TW

G

G

TW

G

TW

G

TW

TW

TW

G

TC

TW

TW

TW

G

TC

TW

TW

TW

G

TC

TW

G

010

20

DRAWING INDICATES GENERAL UTILITY LOCATIONS ONLY. NEITHER THE CORRECTNESS NOR COMPLETENESS OF LOCATIONS ARE GUARANTEED. CONTACT SOUTH DAKOTA ONE CALL PRIOR TO EXCAVATIONS. (1-800-781-7474)

E 26TH STREET (ARTERIAL)

S SY

CA

MO

RE

AVE

NU

E (A

RTE

RIA

L)

T.E

.

GRADING NOTES:1. GRADING OPERATIONS:

THE CONTRACTOR SHALL TAKE CARE TO GRADE ONLY ON THE SUBJECT PROPERTY. NO STRIPPING OF TOPSOIL,GRADING, OR ANY OTHER DISTURBANCE ON PRIVATE PROPERTY OUTSIDE THE PROJECT LIMITS SHALL OCCURWITHOUT THAT PROPERTY OWNER'S EXPRESS WRITTEN AUTHORIZATION.PARKING LOT / SURFACING EMBANKMENT SOILS SHALL BE COMPACTED TO AT LEAST 95% MINIMUM DENSITY.MOISTURE CONTENT SHALL NOT EXCEED THAT WHICH WILL PERMIT COMPACTION TO THE SPECIFIED DENSITY.THE DIFFERENCE IN GRADE BETWEEN THE BUILDING FINISHED FLOOR ELEVATION (FFE) AND THE SURFACE OF THEGROUND IMMEDIATELY ADJACENT TO THE BUILDING SHALL BE A MINIMUM OF 6 INCHES, EXCEPT AT PERSONNELAND OVERHEAD DOORS. THE GROUND OUTSIDE THE BUILDING SHALL HAVE A MINIMUM OF 5% SLOPE AWAY FROMALL EXTERIOR WALLS FOR THE FIRST 10 FEET AND POSITIVE DRAINAGE THEREAFTER. ENSURE GRADES MEETACCESSIBILITY REQUIREMENTS WHERE INDICATED.EXCAVATE THE EXISTING SUBGRADE TO PROVIDE FOR THE REQUIRED DEPTH OF AGGREGATE BASE COURSE ANDASPHALT SURFACING OR AGGREGATE BASE COURSE AND CONCRETE SURFACING. EARTHWORK SHALL BEPERFORMED AS SHOWN ON APPROPRIATE CROSS SECTIONS.WATER FOR COMPACTION OF SUBGRADE AND EMBANKMENTS SHALL BE PROVIDED BY THE CONTRACTOR ANDUSED TO MAINTAIN SOIL AT OR NEAR OPTIMUM MOISTURE CONTENT TO OBTAIN REQUIRED DENSITY. COMPACTIONOF SUBGRADE AND EMBANKMENTS SHALL BE GOVERNED BY THE SPECIFIED DENSITY METHOD. COMPACTION OFEMBANKMENT IN AREAS WHICH WILL RECEIVE PAVEMENT SURFACING SHALL BE NO LESS THAN 95% OF STANDARDPROCTOR DENSITY.

SIX PERCENT MOISTURE SHALL BE REQUIRED AT THE TIME OF COMPACTION OF AGGREGATE BASE COURSE ANDGRAVEL CUSHION.

INTERIOR FLOOR SLOPE OF TRASH ENCLOSURES MUST BE DETERMINED BY THE CONTRACTORROUGH GRADING SHALL BE WITHIN ± 0.1' OF PROPOSED SUBGRADE ELEVATION.ALL EXCESS MATERIAL SHALL REMAIN THE PROPERTY OF THE OWNER AND BE STOCKPILED EAST OF THE PHASE 1BUILDING AS DIRECTED BY THE OWNER.

2. TOPSOIL:PRIOR TO GRADING OPERATIONS, TOPSOIL SHALL BE REMOVED FROM THE CONSTRUCTION LIMITS TO COVER THEFINAL DISTURBED AREAS. FOLLOWING COMPLETION OF GRADING, TOPSOIL SHALL BE SPREAD EVENLY TO AMINIMUM COMPACTED DEPTH OF 6 INCHES IN ALL DISTURBED AREAS. DISTURBED AREAS SHALL BE SEEDEDAND/OR SODDED AS DIRECTED BY THE OWNER.

3. FLOODWAY AND FLOODPLAIN:THE PROJECT AREA IS OUTSIDE THE 500-YR FLOODPLAIN AS DEPICTED BY FEMA FIRM 46099C0468D.4. SUB-GRADE PREPARATION:A. ACCEPTABILITY OF EXISTING NATURAL SUB-GRADE MATERIAL TO BE DETERMINED BY A QUALIFIEDGEOTECHNICAL ENGINEER PRIOR TO PLACEMENT OF ANY FILL. UNACCEPTABLE SUB-GRADE MATERIAL SHALL BEDEFINED AS VEGETATION, ORGANIC MATERIALS, AND UNSTABLE SUB-GRADE. ACCEPTABLE SUB-GRADE MATERIALAND ENGINEERED FILL MATERIAL SHALL BE EITHER GRANULAR SOILS OR NON-ORGANIC CLAY SOILS WITH L.L. LESSTHAN 45.

B. SUB-GRADE PREPARATION IN PAVEMENT AREAS HAVING ACCEPTABLE SUB-GRADE MATERIAL SHALL BE 8" (MIN)SCARIFY & RE-COMPACT IN CUT AREAS, COMPACT ACCEPTABLE FILL MATERIALS IN FILL AREAS. COMPACTION TOBE AT LEAST 95% OF STANDARD PROCTOR DENSITY OR AS DIRECTED BY ENGINEER.C. SUB-GRADE PREPARATION IN AREAS HAVING UNACCEPTABLE SUB-GRADE MATERIAL SHALL BE REMOVAL OFUNACCEPTABLE MATERIAL TO 12" BELOW AGGREGATE BASE GRADE AND REPLACED WITH AN APPROVEDENGINEERED FILL MATERIAL.

5. DISTURBED AREAS:ALL AREAS DISTURBED BY CONSTRUCTION AND NOT SURFACED SHALL BE RESTORED BY PLACEMENT OF 6" MINCOMPACTED TOPSOIL, FERTILIZER, SEED AND/OR SOD.TOPSOIL SHALL BE PLACED ON ALL DISTURBED AREAS OUTSIDE OF BUILDINGS, PARKING LOTS AND GRAVELSURFACED AREAS TO A COMPACTED DEPTH OF 6".A COMMERCIAL FERTILIZER WITH A MINIMUM GUARANTEED ANALYSIS OF 18-46-0 SHALL BE APPLIED. THEAPPLICATION RATE SHALL BE 100 LBS/ACRE.

6. THERE ARE NO WETLANDS AFFECTED BY THIS CONSTRUCTION.

LEGEND= EXISTING CONTOURS= PROPOSED CONTOURSTC = TOP OF CURB ELEVATIONSW = SIDEWALK ELEVATIONVG = VALLEY GUTTER ELEVATIONA = ASPHALT ELEVATIONC = CONCRETE ELEVATIONG = FINISHED GROUND ELEVATIONME = MATCH EXISTING

TGO = TIP GUTTER OUTTHEO = THEORETICAL ELEVATIONGRA = GRAVEL ELEVATION

= ADA ACCESSIBLE ROUTE

14151415

LOT

1 TR

AC

T 1

CHECKED BY

CADD REF.

PROJECT NO.DRAWN BY

REVISED

DATE

REVISED

Sio

ux F

alls

, SD

4501

E. 2

6TH

STR

EE

T

GR

AD

ING

& D

RA

INA

GE

PLA

N

GO

LDE

N V

ALL

EY

AD

DIT

ION

--

PGSASJ

60681

60681/PROD/CONST/

6-11-18

C1.3

AVAILABLE

Concept only;Subject to change



AREA MAP

SCOTT BLOUNT

[email protected]


AVAILABLE



SCOTT BLOUNT

[email protected]


Market ProfilePizza Hut Prepared by EsriRings: 1, 3, 5 mile radii Latitude: 43.52912

Longitude: -96.67090

1 mile 3 miles 5 milesPopulation Summary

2000 Total Population 12,739 52,836 97,0932010 Total Population 13,183 58,839 106,0552018 Total Population 14,324 68,545 122,068

2018 Group Quarters 109 918 5,4632023 Total Population 15,255 74,446 132,439

2018-2023 Annual Rate 1.27% 1.67% 1.64%2018 Total Daytime Population 8,873 52,774 125,524

Workers 2,884 22,076 70,667Residents 5,989 30,698 54,857

Household Summary2000 Households 4,623 20,838 38,858

2000 Average Household Size 2.75 2.51 2.382010 Households 5,028 23,296 42,164



2023 Average Household Size 2.60 2.51 2.412018-2023 Annual Rate 1.23% 1.62% 1.65%

2010 Families 3,525 15,185 25,5622010 Average Family Size 3.07 3.06 3.02

2018 Families 3,758 17,392 28,9542018 Average Family Size 3.11 3.12 3.08

2023 Families 3,972 18,757 31,2732023 Average Family Size 3.13 3.14 3.102018-2023 Annual Rate 1.11% 1.52% 1.55%

Housing Unit Summary2000 Housing Units 4,719 21,512 40,433

Owner Occupied Housing Units 71.6% 65.6% 58.7%Renter Occupied Housing Units 26.4% 31.3% 37.4%Vacant Housing Units 2.0% 3.1% 3.9%

2010 Housing Units 5,273 24,655 45,186Owner Occupied Housing Units 67.9% 63.8% 58.1%Renter Occupied Housing Units 27.4% 30.7% 35.3%Vacant Housing Units 4.6% 5.5% 6.7%



Median Household Income2018 $65,213 $61,953 $55,7392023 $72,705 $70,136 $61,879

Median Home Value2018 $171,953 $182,291 $178,7572023 $183,620 $203,248 $203,812

Per Capita Income2018 $29,511 $32,238 $31,7832023 $32,601 $35,723 $35,145

Median Age2010 35.7 36.6 35.52018 37.0 37.7 36.82023 37.7 38.2 37.6

Data Note: Household population includes persons not residing in group quarters. Average Household Size is the household population divided by total households. Persons in families include the householder and persons related to the householder by birth, marriage, or adoption. Per Capita Income represents the income received by all persons aged 15 years and over divided by the total population.Source: U.S. Census Bureau, Census 2010 Summary File 1. Esri forecasts for 2018 and 2023 Esri converted Census 2000 data into 2010 geography.

September 24, 2018

©2018 Esri Page 1 of 7

MARKET PROFILE

retail space for lease lloyd...pizza hut prepared by esri rings: 1, 3, 5 mile radii latitude:...

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