6406 Deane Hill Dr - LoopNet€¦ · Knoxville, TN 37923 +1 865 531 6400 koellamoore.com Property...

Michael Moore+1 865.862.6411 • [email protected]

Spike McCamy+1 865.862.6404 • [email protected]

NAI KOELLA | RM MOORE IS INDEPENDENTLY OWNED AND OPERATED. THE INFORMATION LISTED ABOVE HAS BEENOBTAINED FROM SOURCES WE BELIEVE TO BE RELIABLE; HOWEVER, WE ACCEPT NO RESPONSIBILITY FOR INACCURACIES.

NAI Koella | RM Moore255 N Peters Road, Suite 101

Knoxville, TN 37923+1 865 531 6400

koellamoore.com

Property Features• Centrally located off of Bearden Hill

• Outstanding demographics

• Easy to find and good interstate access

• Pad ready and priced to move

Knoxville, Tennessee 379196406 Deane Hill Dr

For Sale

Land1.54 Acres-Deane Hill Dr





Knoxville, TN 37923+1 865 531 6400

koellamoore.com

ExecutiveSummary

Property OverviewProperty Details

Sale Price $695,000

Lot Size 1.54 Acres

APN #

Zoning C-6

Market Knoxville

Sub Market Bearden

Cross Streets Deane Hill And Gerald

Ford

1.54 acres offered as pad ready off of Deane Hill Dr. Broad C-6 zoning offers a large scope of uses. Situated in the heart of outstandingBearden Demographics. Quick access to amenities and interstate access.

Ideal uses include professional office space, day care center, community center, non-profit, medical.

Property Highlights

• Centrally located off of Bearden Hill

• Outstanding demographics

• Easy to find and good interstate access

• Pad ready and priced to move

Land For Sale

Pad Ready, Deane Hill Dr.Address





Knoxville, TN 37923+1 865 531 6400

koellamoore.com

Land For Sale






Knoxville, TN 37923+1 865 531 6400

koellamoore.com

Land For Sale

Pad Ready, Deane Hill Dr.AddressLocation

Maps





Knoxville, TN 37923+1 865 531 6400

koellamoore.com

SitePlan

Land For Sale


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FILE NAME:

PROJECT NO:

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REVISIONS:

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06-28-2018

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Site Plan for:

Deane

Hill Stora

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N 61ø57'11"E

324.36'

S 2

7ø32'5

3"E

533.5

3'

S 66ø06'26"W

318.71'

N 2

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900

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920

920

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EXISTING SANITARY SEWER

MANTOP=906.59

MANHOLE TOP=902.94

SOUTHERN RAILWAY

DEAN HILL DRIVE

33'

IPS

IPS

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EDGE OF PAVEMENT

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30'

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RC

P

SPIKE

INV=896.89

INV=896.04

BUI

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NG

HOLE

EDGE OF PAVEMENT

894.86

INV.920.89

T/923.56

OPEN BOX

INV.922.13

T/925.73

CURB INLET18" RCP

18" RCP

CULVERT

2'X2' BOX

INV 30" 914.91

918.41

INV. BOX

923.08

T/HEADWALL

18" RCP

INV.913.35

T/915.85

CURB INLET

INV 18" 912.51

898

895

902

920

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917

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915

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909908

921

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906 9

05

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903

899

FFE UPPER 910.66FFE LOWER 900.00

907

908

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909

898

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SCALE

LEGEND:LEGEND:

535 535

535.25' 535.25'

EXISTING PROPOSED

W

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NA

535 535

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CONCRETE PAVEMENT

CURB

INLET PROTECTION

SILT FENCING

FIRE HYDRANT

WATER METER

MANHOLE

FIRE PROTECTION

NATURAL GAS

POTABLE WATER

SANITARY SEWER

STORM DRAIN

EDGE OF PAVEMENT

EASEMENT

PROPERTY LINE

STRUCTURE

SPOT ELEVATION

GROUND CONTOUR ELEVATION

SITE GRADING PLAN

30 60 FEET

SCALE: 1"=30'

SITE GRADING NOTESTEMPORARY SEEDING RECOMMENDATION FOR LATER WINTER AND EARLY SPRING

MULCH IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE.

MAINTENANCE: REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFERTILIZE AND

AS A MULCH ANCHORING TOOL.

OR A MULCH ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED

MULCH: APPLY 4,000 LBS/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING,

GROUND AGRICULTURAL LIMESTONE AND 750 LBS/ACRE 10-10-10 FERTILIZER.

SOIL AMENDMENTS: FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB/ACRE

SEEDING DATES: FEB 1 - MAY 1

RYE 120

SPECIES RATE (LB/ACRE)

TEMPORARY SEEDING RECOMMENDATION FOR SUMMER

TEMPORARY SEEDING RECOMMENDATION FOR FALL

MULCH IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE.







SEEDING DATES: MAY 15 - AUG. 15

BROWN TOP MILLET 30

OATS 60


LATE FEBRUARY OR EARLY MARCH.

TEMPORARY COVER BEYOND JUNE 15, OVERSEED WITH 50 LB/AC CRIMSON CLOVER IN

MULCH IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE. IF NECESSARY TO EXTEND







SEEDING DATES: AUG 15 - DEC. 15

BROWN TOP MILLET 30

OATS 30


13. SITE CLOSEOUT/LONG TERM MAINTENANCE

12. PERMANENT SEEDING/LANDSCAPING

11. FINISH GRADING

10. PARKING LOT PAVING

9. EXTERIOR/INTERIOR FINISH

8. WALL/ROOF SYSTEM CONSTRUCTION

7. SLAB CONSTRUCTION

6. FOUNDATION CONSTRUCTION

5. TEMPORARY SEEDING

4. SITE ROUGH GRADING

3. SITE DEMOLITION

2. SITE CLEARING AND GRUBBING

1. INSTALL EROSION CONTROL MEASURES

CONSTRUCTION SEQUENCE OF EVENTS:

C1.5

PROPOSED BUILDING

EXISTING 30" RCP

SEE 4,5,6/C2.2INV. 913.88T/917.50JB-1OF EXISTING LINEBOX ON ENDINSTALL JUNCTION

INV.894.00SEE 7,8/C2.2HW-3HEADWALL

@ 9.85% SLOPE80 LF 30" RCP

@ 3.39% SLOPE354 LF 30" RCP

INV.894.00T/898.00SEE 9,10,11/C2.2DEVICEOUTLET CONTROL

@1.0% SLOPE32 LF 18" RCP

SEE 13/C2.2COLLARANTI-SEEP

INV.901.81SEE 7,8/C2.2HW-6HEADWALL

INV.902.37T/905.50SEE 4,5,6/C2.2AD-5AREA DRAIN

@ 0.5% SLOPE112 LF 18" RCP

INV.899.25T/902.75SEE 4,5,6/C2.2AD-7AREA DRAIN

@ 0.5% SLOPE46 LF 18" RCP

INV.899.02T/901.85SEE 4,5,6/C2.2CI-8CURB INLET

INV.898.03T/900.65SEE 4,5,6/C2.2CI-9CURB INLET

@ 3.67% SLOPE27 LF 18" RCP

@ 0.50% SLOPE133 LF 18" RCP

INV.897.36T/899.75SEE 4,5,6/C2.2JB-10JUNCTION BOX

@ 0.5% SLOPE39 LF 18" RCP

@ 0.5% SLOPE86 LF 18" CMP

INV.(DOWN)897.03INV.(UP)897.16T/898.85SEE 14,15/C2.2SD-12SLOTTED DRAIN

INV. 896.60SEE 7,8/C2.2HW-14HEADWALL

INV. 893.68SEE 7,8/C2.2HW-4HEADWALL

900.00

899.85

899.35

899.55

899.85

900.60

899.35

910.66910.51

910.17

910.51910.43910.09

910.51

910.01910.01

909.75

EASEMENT20' DRAINAGE

EASEMENTDETENTION POND

EASEMENTACCESS20' DETENTION

EASEMENTACCESS20' DETENTION

RIGHT OF WAYSLOPE TOWARDMAX 1% SLOPECITY SIDEWALK

FOR FRONT LOTEASEMENT15' DRAINAGE

FOR FRONT LOTEASEMENT15' DRAINAGE

SEE 4,5,6/C2.2INV. 906.00T/910.50AD-2AREA DRAIN

INV. 919.95T/923.00SEE ?/?STORM INLETNEW CITY

@ 0.75% SLOPE193 LF 18" RCP

INV. 918.50PLACEGROUT PIPE INOPEN TOP STRUCTURECUT EXISTING



MIN 2

%

MIN

2%

MIN 2%

MIN 2%

OR PERMANENTLY CEASED.

ON PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITIES HAVE TEMPORARILY

STABILIZATION WILL BE COMPLETED WITHIN 15 DAYS (7 DAYS FOR >35% SLOPES)

TREE PROTECTION ORDINANCE.

LANDSCAPING WILL COMPLY WITH ALL ASPECTS OF THE CITY OF KNOXVILLE

THE CITY OF KNOXVILLE.

DISTURBED AREAS AND ESTABLISH A THICK STAND OF GRASS ACCEPTABLE TO

CONTRACTOR SHALL INSTALL 4" THICK LAYER OF QUALITY TOPSOIL ON ALL

STAGING AREA IN AN NEAT AND ORDERLY MANNER.

PROVIDE A TRASH RECEPTACLE WITH A LID. MAINTAIN THE MATERIAL

THE BUILDING AND WASHINGTON PIKE. FOR TRASH ON THE PROJECT,

CONSTRUCTION MATERIALS WILL BE STAGED IN THE PARKING AREA BETWEEN

NO VEHICLE MAINTENANCE OF CONSTRUCTION VEHICLES WILL OCCUR ONSITE.

CLOSE TO STREAMS, WETLANDS, OR STORM DRAINS.

PLACEMENT OF PORTA-POTTIES ON THE PROJECT WILL NOT BE LOCATED

PROXIMITY OF THE MATERIALS AS WELL.

STORED. SPILL CLEANUP MATERIALS MUST BE LOCATED WITHIN THE IMMEDIATE

CAPABLE OF STORING THE CONTENTS OF THE TOTAL AMOUNT OF CHEMICALS

ENCLOSED, WATERPROOF LOCATION OR PROVIDED WITH SECONDARY CONTAINMENT

CONTRACTOR SHALL STORE CHEMICALS AND SOLUABLE MATERIALS IN AN

AND/OR CONTRACTOR.

CONSTRUCTION AREA SHALL BE THE RESPONSIBILITY OF THE PROPERTY OWNER

MAINTAIN ADEQUATE DRAINAGE AND EROSION/SEDIMENT CONTROL FOR THE

BY THE CONTRACTOR'S OR PROPERTY OWNER'S FAILURE TO PROVIDE AND

DAMAGES TO ADJACENT PROPERTY AND/OR THE CONSTRUCTION SITE CAUSED

SHALL BE PROVIDED AND MAINTAINED AT ALL TIMES DURING CONSTRUCTION.

MANAGEMENT PRACTICES, AND/OR OTHER STORMWATER MANAGEMENT FACILITIES

ADEQUATE DRAINAGE, EROSION AND SEDIMENT CONTROL MEASURES, BEST

UNTIL THE DETENTION POND CAN BE CONSTRUCTED.

SEDIMENT BASIN WILL HAVE TO BE CONSTRUCTED FIRST AT A DIFFERENT LOCATION

ACT AS A SEDIMENT BASIN. IF THE POND CANNOT BE CONSTRUCTED FIRST, A

DETENTION POND WILL BE THE FIRST ORDER OF CONSTRUCTION IN ORDER TO

IN' OF EROSION MAT.

GRADING IS COMPLETED AND TOPSOIL HAS BEEN INSTALLED TO ENCOURAGE 'LOCK

SLOPES SHALL HAVE EROSION CONTROL MAT INSTALLED IMMEDIATELY AFTER SLOPE

AND SEDIMENT CONTROL HANDBOOK, LATEST EDITION.

APPROVED PLAN DETAILS. IF DETAILS ARE NOT SHOWN, REFERENCE THE TENNESSEE EROSION

EROSION AND SEDIMENT CONTROL BEST MANAGEMENT PRACTICES SHALL FOLLOW THE

SEEDING TO ALL NON-CONSTRUCTION AREAS WHICH SHOW SIGNS OF EXCESSIVE EROSION.

CONSTRUCTION OPERATIONS WILL NOT IMPACT THE DISTURBED AREA. APPLY PERMANENT

APPLY PERMANENT SEEDING WHENEVER GRADING OPERATIONS ARE COMPLETED AND ALL

YEAR. APPLY TEMPORARY SEEDING TO SOIL STOCKPILES.

OVER 14 DAYS AND FINAL GRADING OR EXPOSED SURFACES IS TO BE COMPLETED WITHIN ONE

APPLY TEMPORARY SEEDING WHENEVER GRADING OPERATIONS ARE TEMPORARILY HALTED FOR

NO SLOPES SHALL BE GREATER THAN 2 HORIZONTAL : 1 VERTICAL.

EROSION CONTROL FABRIC. INSTALL FABRIC PER MANUFACTURERS RECOMMENDATIONS.

ALL SLOPES GREATER THAN 3:1 SHALL BE SPREAD WITH NORTH AMERICAN GREEN S-71

ENGINEER IF CHANGES TO THIS GRADING PLAN ARE REQUIRED TO MEET THIS GOAL.

OF THIS PLAN TO THE GOAL OF AN ECONOMICALLY OPTIMAL SITE. CONTACT THE

CONTRACTOR SHALL THEN FORMULATE HIS OWN OPINION AS TO THE APPLICABILITY

SHALL REVIEW THIS PLAN, THE SITE SURVEY, AND INSPECT THE SITE ITSELF. THE

THIS PROJECT MAY INVOLVE IMPORT OR WASTE OF FILL MATERIAL. THE CONTRACTOR

MOISTURE CONTENT SHALL BE MAINTAINED WITHIN +/- 3% OF OPTIMUM.

ITS MAXIMUM DRY DENSITY AS DETERMINED BY THE STANDARD PROCTOR METHOD. SOIL

IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS. SOIL SHALL BE COMPACTED TO 98% OF

THE CONTRACTOR SHALL EMPLOY SOILS CONSULTANTS FOR THE TESTING OF SOIL COMPACTION

MAINTAINING THESE STRUCTURES UNTIL THE SITE HAS BEEN SUFFICIENTLY STABILIZED.

EROSION CONTROL MAT AS SOON AS PRACTICAL. THE CONTRACTOR SHALL BE RESPONSIBLE FOR

CONTRACTOR SHALL INSTALL EROSION CONTROL MEASURES INCLUDING SILT FENCE, RIP RAP, AND

CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE ACCURACY OF THIS INFORMATION.

UTILITY INFORMATION IS BASED ON INFORMATION OBTAINED FROM THE UTILITY PROVIDERS. THE

INFORMATION PROVIDED BY OTHERS.

RESPONSIBILITY FOR THE ACCURACY AND/OR COMPLETENESS OF EXISTING CONDITIONS

THE ENGINEER OF ANY DISCREPANCIES. THE ARCHITECT AND THE ENGINEER ACCEPT NO

HUMPHREYS DATED 07/2017. THE GRADING CONTRACTOR SHALL VERIFY CONDITIONS AND INFORM

SITE BOUNDARY AND TOPOGRAPHIC INFORMATION IS BASED ON A SURVEY BY DANIEL

BASIS NGVD88.

SITE BENCHMARK: CONTACT SURVEYOR FOR LOCATION AND ELEVATION OF SITE BENCHMARK

21.

20.

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18.

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16.

15.

14.

13.

12.

11.

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9.

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7.

6.

5.

4.

3.

2.

1.

920.15920.55

920.48920.08

920.85920.78

920.35920.28

Demographic Source: Applied Geographic Solutions 04/2018, TIGER Geography page 1 of 3©2018, Sites USA, Chandler, Arizona, 480-491-1112

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GRAPHIC PROFILE2000-2010 Census, 2018 Estimates with 2023 Projections

Calculated using Weighted Block Centroid from Block Groups

Lat/Lon: 35.9321/-84.0115RGRAP3

6410 Deane Hill Dr3 min drivetime 5 min drivetime 10 min drivetime

Knoxville, TN 37919

Population

Estimated Population (2018) 16,201 50,648 215,288Projected Population (2023) 16,894 52,902 225,497Census Population (2010) 15,655 48,576 203,153Census Population (2000) 15,806 46,254 186,963

Projected Annual Growth (2018-2023) 693 0.9% 2,254 0.9% 10,209 0.9%

Historical Annual Growth (2010-2018) 546 -0.1% 2,072 0.6% 12,135 1.0%

Historical Annual Growth (2000-2010) -152 -0.1% 2,322 0.5% 16,190 0.9%

Estimated Population Density (2018) 1,801 psm 2,006 psm 2,034 psm

Trade Area Size 9.0 sq mi 25.3 sq mi 105.8 sq mi

Race and Ethnicity (2018)

Not Hispanic or Latino Population 15,364 94.8% 47,507 93.8% 203,097 94.3%

White 13,157 85.6% 40,186 84.6% 164,311 80.9%

Black or African American 1,110 7.2% 3,977 8.4% 26,844 13.2%

American Indian or Alaska Native 20 0.1% 120 0.3% 562 0.3%

Asian 734 4.8% 2,000 4.2% 6,042 3.0%

Hawaiian or Pacific Islander 10 0.1% 72 0.2% 214 0.1%

Other Race 25 0.2% 52 0.1% 168 0.1%

Two or More Races 308 2.0% 1,100 2.3% 4,957 2.4%

Hispanic or Latino Population 837 5.2% 3,141 6.2% 12,190 5.7%

White 380 45.4% 1,309 41.7% 5,269 43.2%

Black or African American 9 1.1% 72 2.3% 412 3.4%

American Indian or Alaska Native 17 2.1% 63 2.0% 188 1.5%

Asian 4 0.5% 31 1.0% 134 1.1%

Hispanic Hawaiian or Pacific Islander - 0.1% 6 0.2% 66 0.5%

Other Race 365 43.7% 1,477 47.0% 5,204 42.7%

Two or More Races 60 7.2% 183 5.8% 918 7.5%


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Lat/Lon: 35.9321/-84.0115RGRAP3


Knoxville, TN 37919

Age Distribution (2018)

Age Under 5 Years 768 4.7% 2,806 5.5% 12,740 5.9%

Age 5 to 9 Years 695 4.3% 2,456 4.8% 11,700 5.4%

Age 10 to 14 Years 658 4.1% 2,367 4.7% 11,467 5.3%

Age 15 to 19 Years 758 4.7% 2,498 4.9% 15,333 7.1%

Age 20 to 24 Years 2,010 12.4% 5,442 10.7% 24,677 11.5%

Age 25 to 29 Years 1,945 12.0% 5,698 11.2% 19,847 9.2%

Age 30 to 34 Years 1,144 7.1% 3,690 7.3% 14,891 6.9%

Age 35 to 39 Years 916 5.7% 3,147 6.2% 13,564 6.3%

Age 40 to 44 Years 795 4.9% 2,690 5.3% 11,956 5.6%

Age 45 to 49 Years 836 5.2% 2,750 5.4% 12,617 5.9%

Age 50 to 54 Years 954 5.9% 2,897 5.7% 12,606 5.9%

Age 55 to 59 Years 973 6.0% 3,036 6.0% 12,793 5.9%

Age 60 to 64 Years 872 5.4% 2,788 5.5% 11,452 5.3%

Age 65 to 69 Years 750 4.6% 2,405 4.7% 9,597 4.5%

Age 70 to 74 Years 610 3.8% 1,959 3.9% 7,348 3.4%

Age 75 to 79 Years 455 2.8% 1,346 2.7% 5,094 2.4%

Age 80 to 84 Years 438 2.7% 1,139 2.2% 3,555 1.7%

Age 85 Years or Over 623 3.8% 1,532 3.0% 4,051 1.9%

Median Age 36.8 36.0 34.7

Generation (2018)

iGeneration (Age Under 15 Years) 2,121 13.1% 7,629 15.1% 35,907 16.7%

Generation 9/11 Millennials (Age 15 to 34 Years) 5,857 36.2% 17,329 34.2% 74,748 34.7%

Gen Xers (Age 35 to 49 Years) 2,547 15.7% 8,587 17.0% 38,138 17.7%

Baby Boomers (Age 50 to 74 Years) 4,160 25.7% 13,085 25.8% 53,796 25.0%

Silent Generation (Age 75 to 84 Years) 893 5.5% 2,486 4.9% 8,649 4.0%

G.I. Generation (Age 85 Years or Over) 623 3.8% 1,532 3.0% 4,051 1.9%


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Lat/Lon: 35.9321/-84.0115RGRAP3


Knoxville, TN 37919

Household Type (2018)

Total Households 8,064 24,550 93,556Family Households 3,464 26.5% 11,657 27.6% 49,423 28.4%Family Households with Children 1,324 38.2% 4,891 42.0% 22,862 46.3%Family Households No Children 2,140 61.8% 6,766 58.0% 26,561 53.7%

Non-Family Households 4,600 26.5% 12,894 27.6% 44,133 28.4%Non-Family Households with Children 13 0.3% 49 0.4% 230 0.5%Non-Family Households No Children 4,586 99.7% 12,845 99.6% 43,904 99.5%

Education Attainment (2018)

Elementary or Some High School 824 7.3% 2,718 7.7% 12,720 9.1%High School Graduate 1,734 15.3% 6,390 18.2% 32,181 23.1%Some College or Associate Degree 2,297 20.3% 8,429 24.0% 38,524 27.6%Bachelor or Graduate Degree 6,457 57.1% 17,541 50.0% 55,946 40.1%

Household Income (2018)

Estimated Average Household Income $92,122 $81,501 $74,793Estimated Median Household Income $67,753 $60,050 $54,663

HH Income Under $10,000 622 7.7% 1,868 7.6% 9,884 10.6%HH Income $10,000 to $34,999 2,029 25.2% 6,358 25.9% 26,267 28.1%HH Income $35,000 to $49,999 1,109 13.7% 3,539 14.4% 12,527 13.4%HH Income $50,000 to $74,999 1,225 15.2% 4,322 17.6% 15,536 16.6%HH Income $75,000 to $99,999 988 12.2% 2,682 10.9% 9,598 10.3%HH Income $100,000 to $149,999 988 12.2% 2,682 10.9% 9,598 10.3%HH Income $150,000 or More 1,412 17.5% 3,184 13.0% 9,621 10.3%





Knoxville, TN 37923+1 865 531 6400

koellamoore.com

o +1 865 862 6411c +1 865 221 [email protected]

Advisor

NAI Koella | RM Moore

Michael Moore

Professional Background

Michael Moore has a diverse background in real estate and facility management. Active in the Knoxville brokerage community since 2010, Michaelhas hit the ground running. He has significant experience in NNN leasing, vacant land development, bank REO properties, and asset sales. Clientsrange from local clients, US clients from coast to coast, and international clients ranging from Singapore, Australia, New Zealand and Europe.

Michael honed his craft in the Rocky Mountains, holding broker licenses in Idaho and Wyoming. Accomplishments included the marketing and sale ofseveral large working and guest ranches totaling over 3000 acres, income producing resort assets and select mountain properties.

Prior to embarking upon a career in real estate, Michael was General Manager of several resort properties and service related establishments,including several restaurant start ups.

Combining a knack for communication, intense and comprehensive diligence and market knowledge, Michael is able to bring multiple faceted skills tothe various sides of real estate brokerage.

Memberships & Affiliations

Knoxville Association of Realtor's CIE

Tennessee Association of Realtor's

Past Board Member of the Teton Board of Realtor's Ethics Council

Wyoming Broker's License (Inactive)

Idaho Broker's License (Inactive)

Education

University of Tennessee College of Journalism, 1992-1997

AgentProfile

Land For Sale






Knoxville, TN 37923+1 865 531 6400

koellamoore.com

o +1 865 862 6404c +1 865 384 [email protected]

Senior Advisor

NAI Koella | RM Moore

Spike McCamy

Professional Background

Spike McCamy is a Senior Advisor with NAI Koella | RM Moore and specializes in the sale of income-producing real estate. During hiscareer, Spike has helped close over $25 million in investment real estate. He also represents several local tenants in leasing efforts.

In 2015, Spike closed over $10 million in property sales and was one of the top 100 producers in the Sperry Van Ness nationalnetwork of advisors.

Spike is a Knoxville native and graduated from West High School. He obtained his Bachelor's degree in Marketing and Logistics fromthe University of Tennessee in December of 2007. Prior to earning his affiliate broker real estate license in 2008, he had theopportunity to work for The Custom Builder in Hilton Head Island, SC and was able to gain invaluable experience in the building ofcustom residential homes. This experience launched his interest in building and commercial real estate.

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6406 Deane Hill Dr - LoopNet€¦ · Knoxville, TN 37923 +1 865 531 6400 koellamoore.com Property...

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