HomeMy WebLinkAbout2450 Beardall Ave (2)o-1- toss
1 = TRI -COUNTY TESTING LABORATORIES, INC.
31 S. Main St. (Rear)
Winter Garden, FL 34787
L �-- 407-6�6-96 6 ORDER NO:
REPORT NO: 1A
REPORT OF
FLORInA BEARING VALUE
PROJECT 2459 BEARDALL AVE.
CONTRACTOR: C&C SITE DEVELOPMENT / VELPM, 13I
REPORTED TO:
LOCATION: SUBBASE
DATE SAMPLED: 3/6/07 DATE TESTED: 3/09/07
SAMPLE NO MATERIAL LOCATTON FLORDTA BFARI.NG VALET ?SI
NORTHEND tan sand subbase 78
CENTER tan sand subbase 84
SOUTHEND tan sand subbase 80
Respectfully Submitted,
TRI -COUNTY TESTING LABORATORIES, INC.
WAYNE A. BLOCK, PhD, PE
#W-583
TRI -COUNTY TESTING LABORATORIES., INC.
31 S. Main St. (Rear)
Winter Garden, FL 34787
=0= FL -7 407-656-9656 ORDER NO:
REPORT NO: 1
REPORT OF
FLORIDA BEARING VALUE
PROJECT: 2450 BEARDALL SANFORD
CONTRACTOR: DELPHINI
REPORTED TO:
LOCATION: SUBBASE
DATE SAMPLED: 3/ 0 6/ 0 7
SAMPLE NO MATERIAL
1 GRAY SAND
2 GRAY SAND
3 GRAY SAND
a
DATE TESTED: 3/07/07
LOCATION
RANDOM
RANDOM
RANDOM
FLORDIA BEARING VALUE PSI
45
40
50
WAYNE A.
WAR 1 12007
Submitted by
TRI -COUNTY TESTING LABORATORIES, INC.
TRI -COUNTY TESTING LABORATORIES, INC.
31 S. Main St,
Winter Garden, FL 34787
407=656-9656 PROJECT NO: .
�rLc�VL
REPORT OF
IN-PLACE DENSITY TESTS
PROJECT 2450 BEARDALL AVE.
CONTRACTOR C&C / DELPHINI
REPORTED TO:
LOCATION:
MATERIAL:
DATE TESTED:
STORM SEWER
TAN SAND
3/13/07
ORDER NO:
REPORT NO:
PROCTOR
SPECIFICATION: AASHTO 180
OPTIMUM MOISTURE: 12. 4 %
MAXIMUM DRY DENSITY: 108.5
LOCATION DEPTH
INCHES
DRY DENSITY
lbs. cu. n.
MAX DRY DENSITY
PERCENT OF
MOISTURE
lbs. cu. R.
MAX. DENSITY
PERCENT
AROUND STM. #1
1st lift 0-12
106.8
108.5
98.4
10.4
2nd lift 0-12
106.4
108.5
98.1
10.6
3rd lift 0-12
107.0
108.5
98.6
11.2
AROUND STM. #2
1st lift 0-12
107.3
108.5
98.9
10.4
2nd lift 0-12
106.4
108.5
98.2
10.2
3rd lift 0-12
107.0
108.5
98.6
10.0
AROUND STM. #3
1st lift 0-12
2nd lift 0-12
107.1
106.8
108.5
98.7
11.4
AROUND STM. #4
108.5
98.4
11.1
1st lift 0-12
106.4
108.5
98.1
10.6
2nd lift 0-12
107.0
108.5
98.6
10.9
WAYNE A. BLOCK, PhD, PE
a
I
Submitted by,
FORM 7 TRI -COUNTY TESTING LABORATORIES, INC.
TRI -COUNTY TESTING LABORATORIES, INC.
31 S. Main St.
Winter Garden, FL 34787
407-656-9656 PROJECT NO:
Lir CL -w
ORDER NO:
REPORT NO: 3
REPORT OF
IN-PLACE DENSITY TESTS
PROJECT 2450 BEARDALL AVE
CONTRACTOR C&C / DELPHINI
REPORTED TO:
LOCATION: STORM SEWER /WATER LINE
MATERIAL: GRAY SAND
DATE TESTED: 3/13/07
PROCTOR
SPECIFICATION AASHTO 180
OPTIMUM MOISTURE: 12. 0 %
MAXIMUM DRY DENSITY: 108.3
LOCATION
DEPTH
INCHES
DRY DENSITY
Ibs, cu. fl.
MAX DRY DENSITY
PERCENT OF
MOISTURE
106.9
108.5
98.5
lbs. cu. R.
MAX. DENSITY
PERCENT
FROM STM.
1 to STM.
2
STM. 3 to STM 4
spring
0-12
106.8
108.5
98.4
10.4
1st lift
0-12
106.4
108.5
98,1
10.1
2nd lift
0-12
107.0
108.5
98.6
1.0.6
3rd lift
0-12
106.9
108.5
98.5
1.0.2
FROM STM. 2 to STM. 3
spilt= 0-12
106.7
108.5
98.3
11.4
TRt lift 0-12
106.9
108.5
98.5
11.2
2nd lift 0-12
107.1
108.5
98.7
10.9
STM. 3 to STM 4
SPRING 0-12
106.6
108.5
98.2
11.2
1st lift 0-12
106.9
108.5
98.5
11.0
WATER LINE WESTEND
1st lift 0-12
106.6
108.3
98.4
10.4
2nd lift 0-12
3rd lift 0-12
106.9
106.5
108.3
98.7
10.1
108.3
98.3
10.9
WAYNE A. EkOCK, PhD, PE
MM 115 2007
Submitted by,
FORM 7 TRI -COUNTY TESTING LABORATORIES, INC.
TRI -COUNTY TESTING LABORATORIES, INC.
31 S. Main St.
Winter Garden, FL 34787
407-656-9656 PROJECT NO:
ORDER NO;
REPORT NO: 4
REPORT OF
IN-PLACE DENSITY TESTS
PROJECT 2450 BEARDALL AVE. PROCTOR
CONTRACTOR C&C /DELPHINI SPECIFICATION: AASHTO 180
REPORTED TO: OPTIMUM MOISTURE: 1 2. 1 %
LOCATION: SUBBASE MAXIMUM DRY DENSITY;
110.4
MATERIAL: GRAY SAND CLAY
DATE TESTED: 3/13/07
LOCATION DEPTH DRY DENSITY MAX DRY DENSITY PERCENT OF MOISTURE
LVCHES lbs. cu. ft. lbs. cu. ft. MAX. DENSITY PERCENT
ENTRANCE S.W.
CENTER 0-12 108.9 110.4 98.6 11.6
PARKING NORTH END
EAST
0-12
109.1
.110.4
98.8
11.0
WEST
0-12
108.7
110.4
98.5
11.4
CENTER
DRIVE
-
NORTH
0-12
109.0
110.4
98.7
10.9
CENTER
0-12
108.6
1T0:4
98.4
11.2
SOUTH
0-12
109.0
110.4
98.7
11.9
EAST ENTRANCE
CENTER
0-12
108.7
110.4
98.5
11.2
WAYNE A. BLOCK. PhD, PE
115 200
Submitted by,
FORM 7 TRI -COUNTY TESTING LABORATORIES, INC.
TRI -COUNTY TESTING LABORATORIES, INC.
31 S. Main St.
Winter Garden, FL 34787
_ 407-656-9656 PROJECT NO:
LORDERN'O:
5
REPORT NO:
REPORT OF
IN-PLACE DENSITY TESTS
PROJECT 25450 BEARDALL PROCTOR
CONTRACTOR DELPHINI BUILDERS SPECIFICATION: AASHTO 180
REPORTED TO: OPTIMUM MOISTURE: 12.4 %
LOCATION:ENTRANCE SOUTH/SUBBASE MAXIMUM DRY DENSITYI 1 1 .4
;MATERIAL: TAN SAND/CLAY
DATE TESTED: 3/20/07
LOCATION DEPTH DRY DENSITY NLkX DRY DENSITY PERCENT OF MOISTURE
INCHES lbs. cu. R. lbs. cu. R: NtkX. DENSITY PERCENT'
SOUTH OF ENTRANCE
12 110.1 111.4 98.8 1.0.2
CENTER ENTRANCE
12
NORTH OF ENTRANCE
12
110.4
111.4
99.1
10.8
109.7
111.4
98.5
10.6.
WAYNE A. BLOCK, PhD, PE
A
MA
TRI -COUNTY TESTING LABORATORIES, INC.
31 S. Main SL
Winter Garden, FL 34787
407-656-9656 PROJECT NO:
ORDERNO:
u ` REPORT NO: 6
REPORT OF
IN-PLACE DENSITY TESTS
PROJECT 2450 BEARDALL PROCTOR
CONTRACTOtELPHINI BUILDERS SPECIFICATION: AASHTO 180
REPORTED TO: OPTP11Uti1 MOISTURE: 12.0 `'b
LOCATION: BASE MAXIMUM DRY DENSITY: 1 1 5.8
MATERIAL: LIMEROCK
DATE TESTED:
3/20/07
LOCATION
DEPTH
VNCHES
DRY DENSITY
lbs. cu. R.
NLkX DRY DENSITY
lbs. cu. R.
PERCENT OF
1L%X. DENSTT'Y
MOISTURE
PERCE\-I' .
SOUTH
ENTRY 0-6'2
114.8
115.8
99.1
10.6
S.E.
0-6
114.2
115.8
98.6
10-:5
S.W.
0-6
114.7
115.8
99.0
10.8
N.E.
0-6
114.5
115.8
98.9
10.-0
N.W.
0-6
114.1
115.8
98.5
10.2
NORTH
ENTRY 0-6
114.4
115.8
98.8
10.1
WAYNE A. BLOCK,
PhD, PE
#52583
Ml
TRI -COUNTY TESTING LABORATORIES, INC.
31 S. Main St. (Rear)
.�� Winter Garden, FL 34787 ORDER NO:
407-656-9656 LAB NO:
Ir =T L DATE: 3 21 0 7
PROJECT: 2450 BEARDALL
CONTRACTOR: DELPHINI BUILDERS
REPORTED TO:
LOCATION:
ENTRANCE
NORTH WEST
SOUTH WEST
NORTH EAST
SOUTH EAST
FORM 1
BASE/SUBBASE CORES
MATERIAL
DEPTH/ INCHES
DATE TESTED 3/21/07
REPORT# 7
WAY{4E A. BLOCK, PhD, PE
#52583
MAI
DEPTH
INCHES
BASE
SUBBASE
82„
1311
8411-
12' 5/8
911
1211
4
8'-4
12" 1/8
WAY{4E A. BLOCK, PhD, PE
#52583
MAI
TRI -COUNTY TESTING LABORATORIES, INC.
31 S. Main St -
Winter Garden, FL 34787
407-656-9656 PROJECT NO:
^I ORDER N0:
REPORT N0: _ R
REPORT OF
IN-PLACE DENSITY TESTS
PROJECT 2450
BEARDALL
CONTRACTOR
DELPHINI
REPORTED TO:
LOCATION DEr'rH
LOCATION:
BASE
MATERIAL:
LIMEROCK
DATE TESTED:
3/21/07
PROCTOR
SPECIFICATION:
OPTrNIU'N N10ISTURE:
MAXIMUM DRY DENSITY:
rc
D.O.T. R/w
EAST 0-8
WEST 0-8
114.1 11.5.8 98.5 11,.0
114.3 115.8 98.7 10.9
WAYNE A. BLOCK, PhD, PE
MOISTURE
LOCATION DEr'rH
DRY DENSITY
NLkX DRY DENSrTY
PERCENT OF
LNCHES
tbs. cu. ft.
tbs. cu. R.
NL\X. DENSITY
PERCENT'
D.O.T. R/w
EAST 0-8
WEST 0-8
114.1 11.5.8 98.5 11,.0
114.3 115.8 98.7 10.9
WAYNE A. BLOCK, PhD, PE
I�
TRI -COUNTY TESTING 'LABORATORIES, INC.
31 S. Main St.
Winter Garden, FL 34787 PROJECT NO:
m= 407-656-9656
ORDER NO:
97 FF R P0 RT N0: 1
E
REPORT OF
IN-PLACE DENSITY TESTS
PROJECT North Star
CONTRACTOR Delphini
REPORTED TO:
LOCATION: bldg pad (West)
MATERIAL: white & gray fine sand
DATE TESTED: 11-15-06
PROCTOR
SPECIFICATION: ASTMD1557
OPTINIUNI:MOISTURE: 12.1 %
MAXIMUM DRY DENSITY: 103.8
LOCATION DEPTH
DRY DENSITY
NM DRY DE`SITY
PERCENT OF
NIOISTURF
INCHES
lbs. cu. R.
lbs. cu. R.
MAX. DEYSITY
PERCF`T
N. E.
1st.
lift
0-12"
101.8
103.8
98.1
11.5
2nd.
lift
0-12"
102.1
103.8
98.3
10.8
N.W.
1st.
lift
0-12"
102.0
103.8
98.3
10.6
2nd,
lift
0-12"
102.2
103.8
98.5
10.9
Center
1st.
lift
0-12"
102.4
103.8
98.7
11.2
2nd.
lift
0-12"
102.0
103.8
98.3
11.0
S.E.
1st.
lift
0-12"
101.9
103.8
98.2
11.3
2nd.
lift
0-12"
102.2
103.8
98.5
11.7
S.W.
1st.
lift
0-12"
102.3
103.8
98.6
11.4
2nd.
lift
0-12"
102.0
103.8
98.3
11.2
FORM 7
2007 SEP 5
RI -COUNTY TESTING LABORATORIES, INC.
31 S. Main SL
W' IGard n M 34787347871M.11
e , PROJECT NO:
407-656-9656
REPORT OF
IN-PLACE DENSITY TESTS
ORDER NO:
REPORT NO:
PROJECT Northstar PROCTOR
CONTRACTOR Delphini Construction SPECIFICATION: ASTMD1557
OPTIMUM MOISTURE: 12.2%
REPORTED TO:
MAXIMUM DRY DENSITY: 107.3
LOCATION: bldg pads
MATERIAL: light tan & gray sand
DATE TESTED: 11-20-06
LOCATION
DEPTH
DRY DENSITY
hL\X DRY DENSrN
PERCEN17 OF
MAX. DENSITY
MOISTURE
PERCENT
LNCHES
lbs. cu. R.
lbs. cu. R.
Pad #
2
N. E.
1st.
lift
0-12"
105.2
107.3
98.0
10.8
2nd.
lift
0-12"
105.5
107.3
98.3
10.6
N. W.
1st.
lift
0-12"
105.6
107.3
98.4
10.3
2nd.
lift
0-12"
105.3
107.3
98.1
10.9
S. E.
1st.
lift
0-12"
105.4
107.3
98.2
10.5
2nd.
lift
0-12"
105.4
107.3
98.2
10.7
S. W.
1st.
lift
0-12"
105.3
107.3
98.1
10.6
2nd.
lift
0-12"
105.5
107.3
98.3
10.8
Pad # 3 N.E.
1st. lift
0-12"
105.2
107.3
98.0
10.9
2nd.
lift
0-12"
105.7
107.3
98.5
11.0
N.W.
1st.
lift
0-12"
105.3
107.3
98.1
10.8
2nd.
lift
0-12"
105.8
107.3
98.6
10.6
S.E.
1st.
lift
0-12"
105.4
107.3
98.1
10.8
10.7
2nd.
lift
0-12"
105.2
107.3
98.0
S•W•10.3
1st.
lift
0-12"
105.8
107.3
98.6
2nd.
lift
0-12"
105.5
107.3
98.3
r10.8
t`
4c
2007 SEP S
FORM 7
TRI -COUNTY TESTING LABORATORIES, INC.
31 S. Main SL
Winter Garden, FL 34787
407-656-9656 PROJECT NO:
7�VL
REPORT OF
IN-PLACE DENSITY TESTS
ORDER NO:
REPORT NO: 3
PROJECT North Star PROCTOR
CONTRACTOR Delphini SPECIFICATION: ASTMD1557
REPORTED TO: OPTIMUM MOISTURE: 12.2%
LOCATION: bldg pads MAXIMUM DRY DENSITY: 107.3
MATERIAL: light tan & gray sand
DATE TESTED: 11-20-06
LOCATION
DEPTH
DRY DENSITY
MAX DRY DENSITY
PERCENT OF
MOISTURE
LNCHES
lbs. cu. R.
lbs. cu. n.
NtkX. DENSFTY
PERCF.\T
Pad #
4
N. E.
1St.
lift
0-12"
105.4
107.3
98.2
10.8
2nd.
lift
0-12"
105.7
107.3
98.5
10.4
N. W.
1st.
lift
0-12"
105.3
107.3
98.1
10.6
2nd.
lift
0-12"
105.6
107.3
98.4
10.9
S. E.
1St.
lift
0-12"
105.2
107.3
98.0
10.5
2nd.
lift
0-12"
105.8
107.3
98.6
10.7
S. W.
1St.
lift
0-12"
105.5
107.3
98.3
10.3
2nd.
lift
0-12"
105.5
107.3
98.3
10.4
Pad #
5
N. E.
1st.
lift
0-12"
105.5
107.3
98.3
10.8
2nd.
lift
0-12"
105.3
107.3
98.1
10.9
N. W.
1St.
lift
0-12"
105.4
107.3
98.2
10.6
2nd.
lift
0-12"
105.2
107.3
98.0
10.9
S. E.
1st.
lift
0-12"
105.8
107.3
98.3
10.8
2nd,
lift
0-12"
105.7
"''107`:'
98.5
10.9
S. W.
1st.
lift
0-12"
105.2
107.3
98.0
10.8
2nd.
lift
0-12"
105.6
107.3
98.4
10.3
FORM 7
42 SHEEP 0 5
TRI -COUNTY TESTING LABORATORIES, INC.
31 S. Main St.
Winter Garden, FL 34787
407-656-9656 PROJECT NO:
U
L ORDER NO:
REPORT NO: 4
REPORT OF
IN-PLACE DENSITY TESTS
PROJECT North Star PROCTOR
CONTRACTOR Delphini SPECIFICATION: ASTMD1557
REPORTED TO: OPTIMUM MOISTURE: 12.2 %
LOCATION:bldg pads MAXIMUM DRY DENSITY: 107.4
MATERIAL: brown & gray sand
DATE TESTED: 11-22-06
LOCATION
DEPTH
DRY DENSITY
%L•\X DRY DENSITY
PERCENT OF
MOISTURE
LACHES
lbs, cu. R.
lbs. cu. R.
MAX. DENSTrY
PERCENT
BLdg #
6
East
0-12"
105.4
107.4
98.1
10.3
center
0-12"
105.7
107.4
98.4
10.6
West
0-12"
105.8
107.4
98.5
10.8
BLdg #
7
East
0-12"
105.5
107.4
98.2
10.4
Center
0-12"
105.9
107.4
98.6
10.7
West
0-12"
105.6
107.4
98.3
10.5
BLdg #
8
East
0-12"
105.6
107.4
98.3
10.3
center
0-12"
106.0
107.4
98.7
10.8
West
0-12"
105.7
107.4
98.4
10.1
BLdg #
9
East
0-12"
105.8
107.4
98.5
10.5
center
0-12"
105.4
107.4
98.1
10.3
West
0-12"
105.4
107.4
98.1
10.8
Bldg #
10
East
0-12"
105.6
107.4
98.3
10.9
center
0-12"
105.3
107.4
98.0
10.2
West
0-12"
105.8
107.4
98.5
11.0
FORM 7 2007 SO. Ep,0 5
PLAT OF SURVEY
'= SEE SHEET 2 FOR DESCRIPTION
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x LOT 5
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PROVIDED BY CLIENT.
4. UNDERGROUND IMPROVEMENTS HAVE NOT BEEN LOCATED.
DE
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— — — — — — — — — — — —
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SECTION 33-19-31 P • 0. C.
SE CORNER,
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SECTION 33-19-31
ELEVATION = 26.08 STATE ROAD
(100' R/W)
m
ASBUILT SURVEY CERTIFIED TO: DELPHINI INDUSTRIAL PARK AT NORTHSTAR, LLC;
FLORIDA CHOICE BANK; KILLGORE, PEARLMAN, STAMP, ORNSTEIN & SQUIRES, P.A.;
LAWYERS TITLE INSURANCE CORPORATION
914
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-MEASURED
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Q1
CM -CONCRETE MONUMENT
CONCRETE
N&D
OW
- NAIL & DISK
-OVERHEAD WIRE
BASED ON FLOOD INSURANCE RATE MAP, NO. 120289 0065 E,
CONC -
COVD -COVERED
ORB
- OFFICIAL RECORDS BL
2012 E. Robinson St.
SEMINOLE COUNTY, FLORIDA.
— �h�L 1
Ch1 x x �bti h I
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6� Oto
LOT 8 �6.
3
CN
0
SET 5/8" 1. R.
`L� ti X60
LB #4475 Vrb L2 o
Q
1
NORTH R/W LINE 2699 6�
PER DOT R/W MAP 24.561 SD SD SD
SECTION 7704-109 STOP IBAR 15"X20" RCP
— — — — — — — — — — — —
ti9�
hx'
SITE BENCHMARK # 3
BENCHMARK N&D
LOT 3
23.00' DESC
50.00' D&M
50.00' D&M
z W
pu
(n Q
Uma I ^I
�zm
LOT 2 Cl-
I
vi I
z'
J Z
O
LOT 1
IW
SEo51 "
TI. R. (ASSUMED)
LB #4475 N89°56'15"W 533.13' DESC
24.36 EASTERLY
EXTENSION
x
25.41
— — — — — — — — — — —
g�� SOUTH LINE, S.W.1/4
SECTION 33-19-31 P • 0. C.
SE CORNER,
S. E. 1/4, S. W. 114,
SECTION 33-19-31
ELEVATION = 26.08 STATE ROAD
(100' R/W)
m
ASBUILT SURVEY CERTIFIED TO: DELPHINI INDUSTRIAL PARK AT NORTHSTAR, LLC;
FLORIDA CHOICE BANK; KILLGORE, PEARLMAN, STAMP, ORNSTEIN & SQUIRES, P.A.;
LAWYERS TITLE INSURANCE CORPORATION
914
SHEET 1 OF 2
NOTES:
LEGEND
BEARING STRUCTURE BASED ON: NORTH R/W LINE OF S.R. 46,
-CENTERLINE
L
-ARC LENGTH
IdNER117�������1.B
(ASSUMED)
BEING N89'56'15'W ASSUMED
CBW
CC
- CONCRETE BLOCK WALL
-COVERED CONCRETE
LSA
MEAS
- LANDSCAPE AREA
-MEASURED
CLF
- CHAIN LINK FENCE
MS
- METAL SHED
of Orlando Inc., LB 4475
2. THIS BUILDING/LOT IS NOT IN A FLOOD PRONE AREA, ZONE X,
CM -CONCRETE MONUMENT
CONCRETE
N&D
OW
- NAIL & DISK
-OVERHEAD WIRE
BASED ON FLOOD INSURANCE RATE MAP, NO. 120289 0065 E,
CONC -
COVD -COVERED
ORB
- OFFICIAL RECORDS BL
2012 E. Robinson St.
SEMINOLE COUNTY, FLORIDA.
CP
- CONCRETE PAD
P&M
- PLAT & MEASURED
p O
32803
Orlando, Florida 32803
CW
d
- CONCRETE WALKWAY
- CENTRAL ANGLE
PB
PC
- PLAT BOOK
- POINT OF CURVATURE
PAOIi%� (407) 894-6314 FdX (407) 897-3777
3. THIS SURVEY REFLECTS ONLY MATTERS OF RECORD AS
D&M
- DESCRIBED & MEASURED
PG
- PAGE
PROVIDED BY CLIENT.
4. UNDERGROUND IMPROVEMENTS HAVE NOT BEEN LOCATED.
DE
DESC
DW
E/P
- DRAINAGE EASEMENT
- DESCRIPTION
-
-EDGEE OF OF PAVEMENT
ED
POB
POC
R
R/W
- POINT OF BEGINNING
- POINT OF COMMENCEM
-RADIUS
- RIGHT OF WAY
-'T--
5. BUILDING TIES SHOWN ON THIS SURVEY SHOULD NOT BE USED
TO RECONSTRUCT PROPERTY LINES.
FFET - FlNSHEDNFLOOR ELEVATION
FIRM - ADE MAF
UE
UP
TYPICAL
- UTILITY EASEMENT
- UTILITY POLE
R' SER C. M �& PSM 55511
'NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED
IP D
MAP
- IRONNPIPE
WF
WS
- WOOD FENCE
-WOOD SHED
i�_ SEAL OF THIS FLORIDA LICENSED SURVEYOR AND MAPPER.'
IR
- IRON ROD
N -
NUMBER
PLAT OF SURVEY
DESCRIPTION
A PORTION OF THE SOUTHWEST 114 OF SECTION 33, TOWNSHIP 19 SOUTH, RANGE
31 EAST, SEMINOLE COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS
FOLLOWS:
COMMENCE AT THE SOUTHEAST CORNER OF THE S. E.1 /4 OF THE S. W.1 /4 OF SAID
SECTION 33; THENCE N00' 12'52"W ALONG THE E4ST LINE OF THE S.W.1/4 OF SAID
SECTION 33 A DISTANCE OF 23.00 FEET TO A POINT ON THE EASTERLY EXTENSION
OF THE NORTH RIGHT—OF—WAY LINE OF STATE ROAD 46 PER DOT RIGHT—OF—WAY
MAP, SECTION 7704-109; THENCE N89'56' 15"W ALONG SAID NORTH RIGHT—OF—WAY
LINE A DISTANCE OF 533.13 FEET FOR A POINT OF BEGINNING; THENCE CONTINUE
N89'56'15"W ALONG SAID NORTH RIGHT—OF—WAY LINE A DISTANCE OF 50.00 FEET,
THENCE N00' 12'52"W A DISTANCE OF 196.40 FEET; THENCE S89'56'15"E A DISTANCE
OF 50.00 FEET; THENCE S00' 12'52"E A DISTANCE OF 196.40 FEET TO THE POINT
OF BEGINNING.
CONTAINS 9,820 SQUARE FEET OR 0.225 ACRES MORE OR LESS.
—66 2nd Street ASBUILT SURVEY CERTIFIED TO: DELPHINI INDUSTRIAL PARK AT NORTHSTAR, LLC;
9/6/ 07 FLORIDA CHOICE BANK; KILLGORE, PEARLMAN, STAMP, ORNSTEIN & SQUIRES, P.A.;
I = �n LAWYERS TITLE INSURANCE CORPORATION
11,210PIr fflflf
of Orlando Inc., LB 4475
2012 E. Robinson St.
Orlando, Florida 32803
PRO n (407) 894-6314 FAX (407) 897-3777
NOTES:
1. BEARING STRUCTURE BASED ON: NORTH R/W LINE OF S.R. 46,
BEING N89 -56.15-W (ASSUMED)
2. THIS BUILDING/LOT IS NOT IN A FLOOD PRONE AREA, ZONE X,
BASED ON FLOOD INSURANCE RATE MAP, NO. 120289 0065 E,
SEMINOLE COUNTY, FLORIDA.
3. THIS SURVEY REFLECTS ONLY MATTERS OF RECORD AS
PROVIDED BY CLIENT.
4. UNDERGROUND IMPROVEMENTS HAVE NOT BEEN LOCATED
5. BUILDING TIES SHOWN ON THIS SURVEY SHOULD NOT BE USED
'; : b , .ER TO RECONSTRUCT PROPERTY LINES.
'NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED
h, SEAL OF THIS FLORIDA LICENSED SURVEYOR AND MAPPER.'
SHEET 2 OF 2
LEGEND
FL
- CENTERLINE
_ ARC LENGTH
CBW
- CONCRETE BLOCK WALL
LSA
- LANDSCAPE AREA
CC
- COVERED CONCRETE
MEAS - MEASURED
CLF
- CHAIN LINK FENCE
MS
- METAL SHED
CM
- CONCRETE MONUMENT
N&D
- NAIL & DISK
CONC - CONCRETE
OW
- OVERHEAD WIRE
COVO - COVERED
ORB
- OFFICIAL RECORDS BC
CP
- CONCRETE PAD
P&M
- PLAT & MEASURED
CW
- CONCRETE WALKWAY
PB
- PIAT BOOK
- CENTRAL ANGLE
PC
- POINT OF CURVATURE
O&M
- DESCRIBED & MEASURED
PG
- PAGE
DE
- DRAINAGE EASEMENT
POB
- POINT OF BEGINNING
DESC - DESCRIPTION
POC
- POINT OF COMMENCEM
DW
- DRIVEWAY
R
- RADIUS
E/P
- EDGE OF PAVEMENT
R/W
- RIGHT OF WAY
ESMT - EASEMENT
TYP
- TYPICAL
FFE
- FINISHED FLOOR ELEVATION
UE
- UTILITY EASEMENT
FIRM
- FLOOD INSURANCE
UP
- UTILITY POLE
RATE MAP
WF
- WOOD FENCE
FNO
- FOUND
WS
- WOOD SHED
IP
- IRON PIPE
IR
- IRON ROD
N
- NUMBER