www.lsicompanies.com 1

8987 HIGH COTTON LANEHEAVY INDUSTRIAL ZONED PROPERTY OFFERING

CAPE CORAL, FL

High Cotton Ln.

EXIT#138

www.lsicompanies.com 2

8987 HIGH COTTON LANE

8987 High Cotton Ln.Fort Myers, FL 33905

3.77± Acres (2.71± Developable)

IH (Industrial Heavy)

IND - Industrial

Site Work Permit (DO) ; SFWMD Environmental Resource Permit

Water available to site; Sewer located at Ortiz Ave.

16-44-25-P3-00100.0010

$3,324.87

$477,418 ($4.00 PSF of developable acreage)

OFFERING PROCESSOffers should be sent via Contract or Letter of Intent to include, but not limited to, basic terms such as purchase price, earnest money deposit, feasibility period and closing period.

PLEASE DIRECT ALL OFFERS TO:Justin Thibaut - jthibaut@lsicompanies.com

Address:

Size:

Zoning:

Future Land Use:

Permits:

Utilities:

Parcel ID:

2018 Taxes:

Price:

O F F E R I N G S U M M A RY

Ortiz Ave. AADT Traffic Counts: 15,200

www.lsicompanies.com 3

8987 HIGH COTTON LANE

PROPERTY HIGHLIGHTS

• Located in close proximity to major ar-terial roadways of Lee County

• The site is positioned within minutes of I-75, allowing quick access to all ar-eas of Lee and surrounding counties via SR 82 and Luckett Rd.

• Allows visibility from Ortiz Ave., which boasts AADT traffic counts of 15,200+

• Permitting (City of Fort Myers SIT and ERP) in place, allowing development to start immediately

• Minimal import fill requirement

• Designed and permitted to accom-modate a 4,000 square foot building with a 1.32 acre paved staging and laydown area, though modifications to existing permitting can accommo-date up to 28,000 SF of buildings (see alternative concept plan)

• Existing gas station located on Ortiz Ave. and additional gas station per-mitted in proximity to site

• Ground lease also available for quali-fied lessees

High Cotton Ln

.

www.lsicompanies.com 4

8987 HIGH COTTON LANE

120-pump gas station scheduled for 2020

Ortiz Ave. AADT Traffic Counts: 15,200

www.lsicompanies.com 5

R5'

R5'

7.56

'

115'

57.06'

18'

18.8

18.8

18.8

18.8

18.6

'

17.8

17.8

17.8

17.8

5

S 01

°50'

12" E

4

05.5

7'

S 88°09'48" W 279.10'

N 47°00'49" W 100.00'

N 0

1°17

'48"

W

304

.14'

C2

C1

6' P.U.E.6' P.U.E.

6' P

.U.E

.6'

P.U

.E.

6' P

.U.E

.6'

P.U

.E.

C3

S 88°09'48" W 279.10'

N 47°00'49" W 65.83'

10' E.U.E.

HIGH COTTON LANE S.E.

WV

XXXXXXXX

X

X X X X X X X X X X XX

XX

X

N 88°09'48" E 525.00'

N 0

1°50

'12"

W 2

20.7

4' (C

ALC

)N

01°

50'1

2" W

215

.80'

(PLA

T)

6' P.U.& D.E.N 88°09'43" E 417.56'6' P.U. & D.E. 10' E.U.E

10' 6'

6.0' P.U.E.

17.5' D.E.

17.5' D.E.

XX

X

WM

XX

WV

WM

WM

WM

WMWMWMWM

WM

WM

WM

WM

WM

WM WM WM WM

WM

WV

WV

XXXXX

BENCHMARKFND. NAIL& DISC

ELEV. = 19.56'N.A.V.D. 88

BENCHMARKFND. NAIL& tTIN

TAB ELEV. = 19.70'N.A.V.D. 88

50'

46'

10' E

.U.E

.

6' P

.U.E

. & D

.E.

10' E

.U.E

.

6' P

.U.E

. & D

.E.

6' P

.U.E

.

6' P.U.E.

6' P.U.E.

6' P.U

.E.

HIGH COTTON LANEEXISTING 80' R/W

(INGRESS/ENGRESS, DRAINAGE, UTILITY, & LEECOUNTY UTILITY EASEMENTS)

80'

6' P.U.E.

6' P.U.E.

17.5' D.E.17.5' D.E.

6' P

.U.E

.

R20'

45.1

5'

28'

R30'

35'

3

145'

363.99'

35'

65.6

6'

5'12

'

37'

11'

PHASE 1(1) STORY

METALBUILDING

BLDG = 4,000 SFF.F.E. = 21.30'

(NAVD)UN-SPRINKLED

38.17'SETBACK

10'

57.01'SETBACK

192.09'SETBACK

327.36'SETBACK

LOA

DIN

G A

RE

A

28'

205.32'

R5'

R5'

R5'R30'

35' D

.E.

HIGH COTTON LANE S.E.EXISTING 80' R/W

TYPE 'D'CURB (TYP.)

EXISTING SWALE TO BERE-GRADED SEE SD-05 & 06FOR DETAILS

EXISTING PIPETO BE REMOVED

EDGE OFWATER

ASPHALT SECTIONTO BE REPLACED

30' 60'

PLAN VIEW SCALE

PROJECTBOUNDARY

PROJECTBOUNDARY

PROJECT BOUNDARY

PROJECTBOUNDARY

PROPOSED STOP SIGNAND STOP BAR

R1-1

STOP

REMOVE EXISTING 12" MES& ADD TYPE 'C' INLET

SAW CUT EXISTINGPAVEMENT AND

MATCH INTO GRADES

SAW CUT EXISTINGPAVEMENT AND

MATCH INTO GRADES

1000 SF ± PAVEMENTSECTION - FT MYERS

ROW, REFER TO SD-07

EXISTINGFENCE TO BE

REMOVED

EXISTINGPAVEMENT

EXISTING OVERHEAD POWER LINES

EXISTINGFENCE LINE

EXISTING TOEOF SWALE

EXISTING TOPOF BANK

EXISTING TOPOF BANK

EDGE OFWATER

EXISTING TOPOF BANK

EXISTING 8" WATER MAINCENTERED IN 6' EXISTING P.U.E.

EXISTING 24" CMP

EXISTING24" CMP

EXISTING36" CMP

APPROXIMATELOCATION OF EXISTING8" WATER MAIN

APPROXIMATELOCATION OF EXISTING

8" WATER MAIN

EXISTING TOEOF SWALEEXISTING TOPOF BANK

EXISTINGFENCE LINE

EDGE OF WATER

EXISTING TOP OF BANK

BOTTOM OFDETENTION AT 17.8'TOP OF DETENTIONAT 18.8'

TOP OF BANK AT 20.8'

TOE OF BERM MATCHINTO EXISTING GRADE

TYPE 'D'CURB (TYP.)

EXISTING TOEOF SWALE

EXISTING EDGE OFPAVEMENT

EXISTING CENTER LINE

CITY OF FORT MYERSSTANDARD DUMPSTER

ENCLOSURE (SEE DETAIL)

PROPOSED M.E.S. W/4.5 SF OF RIP-RAP

25 LF OF 12"x18" ERCP

Qua

ttron

e &

Ass

ocia

tes,

Inc.

VALID ONLY WITH EMBOSSED SEAL

PLOTTED BY: SERGIOFRI. 2-17-2017 8:44 AM

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OF

FL. REG #70920

HIG

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OTT

ON

STO

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GE

MA

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ITE

PLA

N89

87 H

IGH

CO

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N L

NFO

RT

MY

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S, F

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3905

SD-0404 15

2016

-05-

17A

CFM

CO

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BR

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CO

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TS D

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0#

##

##

##

##

##

##

##

##

#

EXISTING HYDRANT

TYPE 'D'CURB (TYP.)

SEPTIC TANK AND DRAINFIELD (BY OTHERS)

SEPTIC DRAINFIELD(BY OTHERS)

EXISTING SIDEWALK

CONTROLSTRUCTURE

LOT LINE

EXISTING SIDEWALK

EOP

EXISTING SWALE TO BERE-GRADED SEE SD-05 & 06FOR DETAILS

B

APPROVED MASTER SITE PLAN

www.lsicompanies.com 6

PHASE ONEGRAVEL LOT

90'

18' 18' 5'18' 24'

80'

PHASE ONEGRAVEL LOT

109'

R5' R5'

R5'

R5'

R5' R5'

R10'

R20'

R5'R5'

10.5

6'

80'

150' 50' 100'5'

100'

5'12

'10

'

18'

5'

5'

27.73'

10' 10'

18'

24'

12'

5'

10'

18.3 18.3 18.3

18.318.3

18.818.8

18.8

18.8

18.818.8

WS

WS

WS

WS

WS

WS

WS

WS

WS

WS

WS

WS

90'

14.4

4'

20'

20'

SS SS SS SS

WS WS WS WS WS WS WS WS WS WS WS

SS SS SS SS SS SS SS

WS

WS

WS

WS

WS

WS

WS

SS

SS

SS

17.8

17.817.8

17.8

17.8

89

9 10

4

FL FL

FL

2+00

3+00

4+00

S 01

°50'

12" E

4

05.5

7'

S 88°09'48" W 279.10'

N 47°00'49" W 100.00'

N 0

1°17

'48"

W

304

.14'

C2

C1

C3

S 88°09'48" W 279.10'

N 47°00'49" W 65.83'

HIGH COTTON LANE S.E.

WV

XXXXXXXX

X

X X X X X X X X X X XX

XX

X

+18.7

18.7+

19.2+

19.3+

18.8+

18.1+

18.5+

19.0+19.7+

20.3++20.3

+19.6

19.7+

20.2+ +20.5

+20.0

+19.7

19.5+17.6+ +17.6

18.8+

18.0+

19.3+

18.1+

19.5+

19.7+ 19.6+

19.7+

19.8+ 18.9+

19.5+19.8+

19.4+

+19.7

+20.0

+19.0+20.2

+20.2

+19.3

+19.6

+17.9

+19.2+18.0

+19.5

+18.0

+19.4+19

.4

+18.0

+19.4

+18.2

+19.4

+18.1

+19.1

+18.4

+19.2

+17.7

+19.2+17

.5

+17.7

+19.3

+17.5

+19.1

+19.63

+19.46

+19.45

+19.37

+19.44

+19.51

+19.45

+19.44

19.34+

19.49+

19.55+

19.68+

19.60+

19.69+

+19.58

+19.69

19.66+

+19.68

+19.63

19.60+

+19.66

19.63+

19.55+

19.66+

19.6

9+

19.57+

19.69+19.60+

19.57+

19.63+

19.66+

19.67+

19.71+

19.60+

+19.5

+18.117.8

+

+20.3

+20.0

19.2+

19.1+

19.7+

19.4+ 19

.5+

+19.8

+20.1

19.70+

19.83+

19.85+

20.13+

20.21+

20.18+

19.94+

19.73+

+20.0

+20.3+19

.8+19.7+19

.9+19.8

19.65+

+19.55

19.68+

+19.74

+19.62

+19.70

+20.26

20.49++19.61

+19.94

17.4+ +17.2

19.6+

18.9++18.8

+20.1

+20.0

+19.2

+19.3

+19.4

19.6+

19.6+

+19.719.8+

+15.1+17.8

N 88°09'48" E 525.00'

N 0

1°50

'12"

W 2

20.7

4' (C

ALC

)N

01°

50'1

2" W

215

.80'

(PLA

T)

+19.3 +19.5

+19.6

+19.5

+19.8

+18.5

19.55+

N 88°09'43" E 417.56'

XX

X

WM

XX

WV

WM

WM

WM

WMWMWMWM

WM

WM

WM

WM

WM

WM WM WM WM

WM

WV

WV

BENCHMARKFND. NAIL& DISC

ELEV. = 19.56'N.A.V.D. 88

BENCHMARKFND. NAIL& tTIN

TAB ELEV. = 19.70'N.A.V.D. 88

28' 16'

10'

27.0

3'20

'34

.29'100'90' 11'

31.44'

65'

100'

46' 40'

47'

R5'

R5'

PHASE 2(1) STORY

METAL BUILDINGBLDG = 4,000 SF

F.F.E. = 21.30'(NAVD)

UN-SPRINKLED

10' E

.U.E

.

6' P

.U.E

. & D

.E.

10' E

.U.E

.

6' P

.U.E

. & D

.E.

6' P

.U.E

.

6' P.U.E.

6' P.U.E.

6' P.U

.E.

HIGH COTTON LANE

EXISTING 80' R/W

(INGRESS/ENGRESS, DRAINAGE, UTILITY, & LEE

COUNTY UTILITY EASEMENTS)

80'

PHASE 1(1) STORY

METAL BUILDINGBLDG = 12,000 SF

F.F.E. = 21.30'(NAVD)

SPRINKLED

PHASE 1METAL CANOPY

4,000 SFF.F.E. = 21.30'

(NAVD)UN-SPRINKLED

PHASE 3(1) STORY

METAL BUILDINGBLDG = 8,000 SF

F.F.E. = 21.30'(NAVD)

SPRINKLED

PHASE ONEASPHALT PARKING

EXISTING RETENTION LAKEEASEMENT

(ONSITE AREA = 46,591 SF)

6,703 CF OF RETENTIONSTORAGE, FROM 17.8' TO 18.8'

6' P.U.E.

6' P.U.E.

17.5' D.E.17.5' D.E.

20' L.C.U.E.

20' L

.C.U

.E.

6' P

.U.E

.

R20'

R44'

R5'

17.3

2'

24'

30.5

4'

R25'

R25'

5'

R2.5'

18'

550'

R5' R5'

11'

20'

24'

15'

38.97'

42'

28'

335'

10'

R5'

115'

R30'

R25'

PH

PH

PH

PH

AS

E O

NE

PH

AS

E T

WO

PH

AS

E T

WO

LOADING

LOA

DIN

G

WS

WS

WS

WS

WS

WS

WS

WS

TYPE 'D'CURB (TYP.)

TYPE 'D'CURB (TYP.)

TYPE 'D'CURB (TYP.)

EXISTING SWALE TO BECLEARED OF ANY DEBRIS &BOTTOM TO BE KEPT A ELV.18.30'

EXISTING PIPETO BE REMOVED

FIRE DEPARTMENT ACCESS &HAMMER-HEAD TURNAROUND

EDGE OFWATER

ASPHALT SECTIONTO BE REPLACED

PROJECTBOUNDARY

PROJECTBOUNDARY

PROJECT BOUNDARY

PROJECTBOUNDARY

Qua

ttron

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Ass

ocia

tes,

Inc.

VALID ONLY WITH EMBOSSED SEAL

PLOTTED BY: AL

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9465

4301

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SHEET

FL. REG #52741

PROPOSED STOP SIGNAND STOP BAR

R1-1

STOP

REMOVE EXISTING 12" MES

SAW CUT EXISTINGPAVEMENT AND

MATCH INTO GRADES

SAW CUT EXISTINGPAVEMENT AND

MATCH INTO GRADES

1000 SF ± PAVEMENTSECTION - FT MYERS

ROW, REFER TO SD-07

EXISTINGFENCE TO BE

REMOVED

EXISTINGPAVEMENT

EXISTING OVERHEAD POWER LINES

EXISTINGFENCE LINE

EXISTING TOEOF SWALE

EXISTING TOPOF BANK

EXISTING TOPOF BANK

EDGE OFWATER

EXISTING TOPOF BANK

EXISTING 8" WATER MAINCENTERED IN 6' EXISTING P.U.E.

EXISTING 24" CMPOUTFALL STR.

EXISTING24" CMP

EXISTING36" CMP

APPROXIMATELOCATION OF EXISTING8" WATER MAIN

APPROXIMATELOCATION OF EXISTING

8" WATER MAIN

EXISTING TOEOF SWALEEXISTING TOPOF BANK

EXISTINGFENCE LINE

EDGE OF WATER

EXISTING TOP OF BANK

BOTTOM OFRETENTION AT 17.8'TOP OF RETENTIONAT 18.8'

TOP OF BANK AT 20.8'

TOE OF BERM MATCHINTO EXISTING GRADE

TYPE 'D'CURB (TYP.)

EXISTING TOEOF SWALE

EXISTING EDGE OFPAVEMENT

EXISTING CENTER LINE

CITY OF FORT MYERSSTANDARD DUMPSTER

ENCLOSURE (SEE DETAIL)

120SF

77SF

CONTRACTOR SHALL PROVIDEDOCUMENTATION TO THE SITE

ENGINEER AT TIME OF COMPLETIONFROM A GEOTECHNICAL ENGINEER

THAT THE FIRE LANE IS CAPABLE OFHANDLING VEHICLE LOADS IN

EXCESS OF 32 TONS.(SEE DETAIL)

ALTERNATIVE CONCEPT PLAN

www.lsicompanies.com 7

GRAPHIC PROFILE - 10 MIN. RADIUS

2018 Home Value

2018 Population By Age

Households2018 Population By Race

Household Income

2018-2023 Annual Growth Rate

www.lsicompanies.com 8

DRIVE TIME MAP

Custom Map

Source: ©2018 Esri

April 03, 2019

©2019 Esri Page 1 of 1

www.lsicompanies.com 9

123

FloridaGulf CoastUniversity

SWFL Int'l. AIRPORT

ESTERO

FORTMYERS

Gateway

BUCKINGHAM

NORTH FORT MYERS

CAPECORAL

LEHIGHACRES

San CarlosPark

ALICO RD

ISLA

ND

PA

RK R

D

MLK BLVD

ORT

IZ R

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GU

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RD

Burnt Store Marina

BURN

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ORE

RD

Coral OaksGolf Course KISMET PKWY

LITTLETON RD

PKWY PALM BEACH

BLVD

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River

DEL

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8078

78

765

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865

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FOW

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BONITASPRINGS

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RAILRO

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S PK

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THRE

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RD

ALA

BAMA

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ALT. RT 41

MCGREGOR BLVD

869

GLADIOLUS DR

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VD

JOHN

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SHELL POINT BLVD

ST. JAMESCITY

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CAPTIVAISLAND

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RD

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LEELANDHEIGHTS BLVD

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BONITA BAY

143

867

SCREW RD

TREE

LIN

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867

82

82

BEN

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L G

RIFF

IN P

KWY

Iona

To TAMPA121 Miles

BLVD

AVE

41

41

GULFOF

MEXICO

COL LEGE

PALO

MIN

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N

141

139

138

136

131

128

123

116

75

Calo

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atch

ee

RAILROAD

75

ESTERO BLVD

PINEISLAND

GASPARILLAISLAND

MATLACHA

STRING

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RD

75

75

SITE

8987 HIGH COTTON LANE

L I M I TAT I O N S A N D D I S C L A I M E R S

The content and condition of the property provided herein is to the best knowledge of the Seller. This disclosure is not a warranty of any kind; any information contained within this proposal is limited to information to which the Seller has knowledge. Information in this presentation is gathered from reliable sources, and is deemed accurate, however any information, drawings, photos, site plans, maps or other exhibits where they are in conflict or confusion with the exhibits attached to an forthcoming purchase and sale agreement, that agreement shall prevail. It is not intended to be a substitute for any inspections or professional advice the Buyer may wish to obtain. An independent, professional inspection is encouraged and may be helpful to verify the condition of the property. The Seller and LSI Companies disclaim any responsibility for any liability, loss or risk that may be claimed or incurred as a consequence of using this information. Buyer to hold any and all person’s involved in the proposal of the property to be held harmless and keep them exonerated from all loss, damage, liability or expense occasioned or claimed. Potential Buyer acknowledges that all property information, terms and conditions of this proposal are to be kept confidential, and concur that either the Potential Buyers, nor their agents, affiliates or attorneys will reveal this information to, or discuss with, any third parties. Buyer will be a qualified Buyer with significant experience in entitlement and development process in Lee County with finesse and wherewithal and be willing to be interviewed by the LSI Companies team.

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