heavy industrial zoned property offering · 8987 high cotton lane heavy industrial zoned property...
TRANSCRIPT
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 - [email protected]
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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Num
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9465
4301
Ver
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a Sh
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Blv
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For
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916
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39-9
36-5
222
Engi
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sulta
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SHEET
OF
FL. REG #70920
HIG
H C
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ON
STO
RA
GE
MA
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R S
ITE
PLA
N89
87 H
IGH
CO
TTO
N L
NFO
RT
MY
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S, F
L. 3
3905
SD-0404 15
2016
-05-
17A
CFM
CO
MM
EN
TS 2
015-
09-0
920
17-0
2-17
BR
EV
ISE
D P
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CFM
CO
MM
EN
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ATE
D 2
016-
06-2
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
e &
Ass
ocia
tes,
Inc.
VALID ONLY WITH EMBOSSED SEAL
PLOTTED BY: AL
Cer
tific
ate
of A
utho
rizat
ion
Num
ber:
9465
4301
Ver
onic
a Sh
oem
aker
Blv
d -
For
t Mye
rs, F
lorid
a 33
916
- 2
39-9
36-5
222
Engi
neer
s, Pl
anne
rs, &
Dev
elop
men
t Con
sulta
nts
R#
DA
TER
EV
ISIO
NS
1
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
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DRIVE TIME MAP
Custom Map
Source: ©2018 Esri
April 03, 2019
©2019 Esri Page 1 of 1
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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
D
GU
NN
ERY
RD
Burnt Store Marina
BURN
T ST
ORE
RD
Coral OaksGolf Course KISMET PKWY
LITTLETON RD
PKWY PALM BEACH
BLVD
BAYSHORE RD
River
DEL
PRAD
OEX
T.
8078
78
765
CAPE CORAL PKWY
DEL
PRA
DO
BLV
D
CHIQ
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A B
LVD CL
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AND
BONITABEACH
FORT MYERSBEACH
865
ORANGE RIVER BLVD
FOW
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MET
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PKW
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CYPRESS LAKE DANIELS PKWY
BLVD
PKWY
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CYPR
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KWY
Health Park
SUMMERLIN
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BONITASPRINGS
LEE
IMMOKALEE RD
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RAILRO
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OAK
S PK
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RD
ALA
BAMA
BUCK
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31
ALT. RT 41
MCGREGOR BLVD
869
GLADIOLUS DR
SAN
CARL
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VD
JOHN
MOR
RIS
DAVI
S R
SHELL POINT BLVD
ST. JAMESCITY
PERIWINKLE WAY
SANIBELISLAND
CAPTIVAISLAND
CAYOCOSTA
PINE ISLAND RDHANCOCK BRIDGE
PONDELLA RD
RD
887
STRIKE LN
TERRY ST
COLONIAL
BEACH
To SANIBEL
HO
MES
TEA
D R
D
ALE
XAN
DER
GRA
HA
M B
ELL
BLVD
LEELANDHEIGHTS BLVD
JOEL
BLV
D
COCONUT
PELICANLANDING
BONITA BAY
143
867
SCREW RD
TREE
LIN
E
867
82
82
BEN
HIL
L G
RIFF
IN P
KWY
Iona
To TAMPA121 Miles
BLVD
AVE
41
41
GULFOF
MEXICO
COL LEGE
PALO
MIN
O L
N
141
139
138
136
131
128
123
116
75
Calo
osah
atch
ee
RAILROAD
75
ESTERO BLVD
PINEISLAND
GASPARILLAISLAND
MATLACHA
STRING
FELLOW
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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