2450 Beardall Ave 07-685 Reporto-i- togs
TRI-COUNTY TESTING LABORATORIES, INC..
31 S. Main St. (Rear)
'Winter Garden, FL 34787
407-656-9656 ORDER NO:
REPORT NO: 1A
REPORT OF
FLORIDA BEARIM, VALUE
PROJECT ,245
9 BEARDALL,AVE
CONTRACTOR: C&C SITE DEVELOPMENT
REPORTED TO:
LOCATION: SUBBASE
DATE SAMPLED: 3/6/07 DATE TESTED: 3/09/07
1 1 IIII Y YYY IY 11111 I
SAMPLE NO MATERIAL LOCATTON' FLORDIA IIFARING vALL'E ?SI
NORTHEND tan sand subbase 78
CENTER tan sand subbase 84
SOUTHEND tan sand subbase 80
WAYNE A. 8LOCK, PhD, PE
2583
Respectfully Submitted,
TRI-COUNTY TESTING LABORATORIES, INC.
NOTES.
1. BEARING STRUCTURE BASED ON THE EAST LINE OF THE SW 114 OF SECTION 31-19-33 BEING:
N00' 12'52"W
2. THIS SURVEY REFLECTS ONLY MATTERS OF RECORD AS PROVIDED BY THE CLIENT OR CLIENTS
REPRESENTATIVE.
3. THIS SURVEY WAS MADE ON THE GROUND. THE UNDERGROUND UTILITIES SHOWN HAVE BEEN
LOCATED FROM FIELD SURVEY INFORMATION AND EXISTING DRAWINGS. THE SURVEYOR MAKES NO
GUARANTEE THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA,
EITHER IN SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES NOT WARRANT THAT THE
UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED ALTHOUGH HE DOES
CERTIFY THAT THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM INFORMATION AVAILABLE. THE
SURVEYOR HAS NOT PHYSICALLY LOCATED THE UNDERGROUND UTILITIES.
4. THIS SITE IS NOT IN A FLOOD PRONE AREA, IT IS 1N ZONE X, AN AREA OF MINIMAL FLOODING
BASED ON FLOOD INSURANCE RATE MAP, PANEL NO. 120289 0090 F, HAVING AN EFFECTIVE DATE
OF SEPTEMBER 28, 2007, SEMINOLE COUNTY, FLORIDA.
5. ACCORDING TO FLORIDA STATUTES, CHAPTER 472.025, A LAND SURVEYOR SHALL NOT AFFIX HIS
SEAL OR NAME TO ANY PLAN OR DRAWING WHICH DEPICTS WORK WHICH HE IS NOT LICENSED TO
PERFORM OR WHICH IS BEYOND HIS PROFESSION OR SPECIALTY THEREIN. THEREFORE, WE ARE
UNABLE TO CERTIFY AS TO MUNICIPAL ZONING COMPLIANCE, INTERPRETATION OF ZONING CODES OR
THE DETERMINATION OF VIOLATIONS THEREOF.
6. THIS SURVEY MADE WITHOUT BENEFIT OF COMMITMENT FOR TITLE.
7. ELEVATIONS BASED ON SEMINOLE COUNTY DATUM BENCHMARK # 12 BEING ,,25.659 (NGVD 29)
�a.
ASBUILT SURVEY
I/INXA' ' AAA
Beg. in center of Beardall Avenue at a pt. 219.4' North of SE Corner of SE114 of SW1/4 of 33-19-31 Run W 993' , N 219.4' E
993' S 219.4' to Beg (Less Beg. 438.8' N of SE Corner of SE1/4 of SW1/4 of 33-19-31 Run W 133' s59.4 E133' N 59.4 to
Beg. & Less E 25' for Road)
Together with:
Leg Sec 33 Twp 19S Rge 31 E Beg 438.8 Ft. N of S Vy Cor Run W 133 Ft. S 59.4 Ft. E 133 Ft. N 59.4 Ft. to Beg (Less Rd),
Seminole County, Florida.
Less the East 336.50' feet thereof
Being more particularly described as follows:
Commence at the Southeast corner of the Southwest 114 of Section 33, Township 19 South, Range 31 East; run thence
N00'12'52"W along the East line of said Southwest 114, a distance of 219.40 feet; thence N89'56'15"W parallel to the South line
of said Southwest 114, a distance of 25.00' to the West right-of-way line of Beardall Avenue; continue thence N89"56'15"W a
distance of 336.50 feet for a Point of Beginning; Continue thence N89'56'15"W a distance of 631.50 feet; thence NOO" 12'52"W a
distance of 219.40 feet; thence S89'56'15"E a distance of 631.50 feet; thence S00' 12'52"E a distance of 219.40 feet to the Point
of Beginning.
Contains 138,549 square feet or 3.181 acres more or less.
GRAPHIC SCALE
pi?!11
0' 15 ' 3 0' 60" 9 0"
1" = 30'
Lo
NOT f'LATTFD
FND 518" IR TOP 26.03 N Off` N e
LB #4475 T10 �6. EAST 993' DESC W INV. 23.96 M z m N
x S 89"56' 15" E 631.50' 0&M E 'NV. 23.18 N x N
ti ti� ^ - ----x x -
25. - -- _.. - - ., __. -. -_ -K x
-_
2J.J
x 0 6. 23.90 x h r 25.2 x----
24.2 25.6 � � 6 C'LF c G -� - - 25.5 O.
0. N �5 ti RCP 0 0 0 23.8 d o ti x o o ryd ^ PVC
g• \ 18 SD 0 �X 26.1 N ry ry N X o o X Cj 2" c
N x N 25.4 N N �J N ry �Lri D N �_-_ SD N 15" RCP
V6 60 ��6 _9 a ♦ vtE d°' 0 - x U ^ - - �h ,L� lh� N x 25.6 x Z3.8
I 23.90 a 100' P. 60' N N 60 T 60' shy - 100' 20.0'
I I N. 0.5'
L
�60 \ BUILDING #1 20 ' BUILDING #2 20.2' BUILDING #3 1ss' E�UILUING #4 20.1 BUILDING #5
v
b 1 STORY METAL FRAME c � � 1 STORY METAL FRAME CP 1 STORY METAL FRAME _P x P 1 STORY METAL FRAME -j'',
x G ro 1 STORY METAL FRAME GP X N
N _ __- ADDRESS #3650 e � ADDRESS /f3670 � N � � ADDRESS #3680 � � � ADDRESS #3710 '0 T 2 ADDRESS #3730 � N
FFE = 27.00 I 0 FFE = 27.00 n x yN FIFE = 21.00 FIFE = 27.00 I I FIFE = 27.00
4 ry61P I u,
3 x x 91u �6 �x N 6 I
a N 1� 6I N x x`N N x
h{r 1" WATER LATERAL (PEP) �6nP
1" WATER LATERAL (PEP) x M 1" WATER LATERAL (PEP) X 1" WATER LATERAL (PEP) 1C�� 0�0 1" WATER LATERAL (PEP) ,j O
I 151.0' 1 100' G 0 N J 100'
60' v N 60' G ^o' 60' DP 2 .7 Z
o O 6,31 O
0� O 26.90 O O o° �� O O O O
x y 6 6 6. q 0
RL IENTION tih� 3 PS CP CP 4 PS N CP tix ' p� ° o
- - 3 PS CP 5 PS x 5 PS CP -- X 3 PS CP N CP 5 PS
h AREA y 6 w w w w -- 2" ATERw TERAL PEP�j NW _ _ w _ 2' W�TER 70L
PEP «) z U
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O 6. h FULL OF WATER w x 9 x
R;n
INV 20.00 6� 6 � � � � � ,� a �. 4 FULL OF WATER ro
(PEP) N I y6' U N
O� SD by SO 24 RCP (PEP) St x S SD SD - SD SD jf---- 50 SD �6 4 N O11
SD SD SR SO n SD SD - 41Ci O
•- 24" RCP (PEP) z 18" RCP (PEP) I 18" RCP (PEP) x 9 TOP 25.54 x ASPHALT a � .►
TOP 25.54 6" PVC P N UNDER WATER (PEP) ASPHALI ?s 6
54
E INV. 19.87 i7 h 0 W INV 20.46 �' 6 �0 Orly a �66 N
y c0 F, TOP 20.90
APPROXIMATE ry6. "� E INV 20.42 m 6" PVC (PEP) LT p,0 W INV 20.90 INV 21.42 U
Ct EDGE OF WATER ^ ( ) �6, E INV. 20.86 ) x
O(916107) 661 0� 0 O cn F,. 6.° O x o �61 LtJ
Z 7vc� ti NG G 4 ti Q L 6 rnFI FVATION 24.5 e 0x CP 3 PS SAN SAN SAN P c G N U 6" PVr (PEP ti ° 0 0 G
e N '1 y 5 PS 1 cpS SAN SAN -K-ft - a ry SAN �' SAN �' N
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60' 60 N STOP BAR O O
Z w DP Z 60 q� 1 b 3 �0 60' 60'�l
�c h N yv �h. �6• �� L6 4 6 L!P-I-
17.2'
BUILDING #9 a BUILDING 8 w N�
ti # BUILDING #10 .-, wN F3Ull DING #7 6 BUILDING #6
6 -
x SEPTIC
1 STORY METAL FRAME 1 STORY METAL FRAME 1 STORY METAL FRAME TANK h�� ASPHALT w 1 STORY METAL FRAME 1 STORY METAL FRAME
ADDRESS #3665 ADDRESS #3675 � �6 ADDRESS #3655 0 a `� $ ADDRESS
x �n ADDRESS 3725
GP FIFE = 27.00 sFPT1c� g� w FFE = 26.95 cP [CP FFE = 26.99 5 �P 1
FFE = 27.00 cP x cP FFE = 27.00 c:P TANK-J o-,. U Z
x
250�0'STAINK ti
N
x 7 F� �
60' TR 60' Ta 60' h ti� "' ._ 60,60'
1 " WATER LATERAL (PEP) - I- WATER LATERAL (PEP) 1 " WATER I Al F RAI PEP
' �, g ( ) I" WATER LATERAL (PEP)
2" WATER TERAL PEP W2" WATE LATkPAL PEP
w w- N? w- w w75IG,N0
-- w_ .. -.1�, w. w
SANS -TOP 26.67x 411
GN o� N °)
Q P.U.P.
l 89 5 15V 631.50 D&M^
�F,. - 6' CLF N . r w 6� INV 19.92 1� ° N 6' CIx x 0.5
# 5 x x 2 x WEST 993 DESC
LBL) 4475 IR-:,(�� °� tih tih SHOWN FOR 6.32 e
DIRECTION ONLY Q) P, ^�� FND 5�8" IR
a �4, N LB #4475 0
ti h1
SITE BENCHMARK # 1 ti 25 FLYNT SUBDIVISION
LOT 4
"4"X4"CM LOT 4 PB LOT 5 8, PC 36 LOT 5 tih 4 1
x ELEVATION = 26.55 x I~ NI I x
BLOCK A
BLOCK B
cnz BLOCK C
LU
CD
J
LO
^ U
N
3
Q
SW CORNER, SW 114.
SECTION 33-19-31
FND N&D
SEMINOLE COUNTY
J(,------------------------
FAST
N89'56'15"W 336.50'
10
0
NE CORNER, SW 114,
SECTION 33-19-31
FND N&D
TINKLEPAUGH
- F
WEST 133' DESC
Ps0.13.
TOGETHER WITH
IN
w
0
U
)y,
0
v
TOGETHER WITH
NOT INCLUDED
:r
In
I�
2
�I
L
_fAST 133' DESC
6-50'
U
L►j
QI
N
iz
O
R
cr
n
` ,
a
c�
I Ln
W
N89'56' 15"W
25.00' DESC
-
SITE BENCHMARK # 2
BENCHMARK N&D
ELEVATION = 25.21
-,-
SET 5/8" IR P . 0, B 1
LB 4475
ALSO FND 1' IP
NO #
(0.75N, 0.33'W)
z
Q I
v
Q
N of
z
CA x
N cr-
•- O
Z
R- /W LINE PER DOT - - - -
R/W MAP SECTION 7704-109 SD SD SD 24,36
24.56
ry STOP BAR 3 15"X20" RCP
S LINE, SW 11433-19 31
- - --
- - _..-------- FP
- - - - - - - - - - - - - - - - - - - - - - - - - - - -
- - - - - - -
o ;
0
N
`STATE ROAD 46 -
O - AIR RELEASE VALVE
=t - AUTO SPRINKLER
BB - BOTTOM OF BANK
RC - BACK OF CURB
J�Z
- BACKFLOW PREVENTER
BILK
- BLOCK
BFP
- BACK FLOW PREVENTER
BM
- BENCHMARK
O
- BOLLARD
BPC
- BURIED POWER CABLE
CALC
- CALCULATED
C&M
- CALCULATED & MEASURED
1
- CENTRAL ANGLE
CBW
- CONCRETE BLOCK WALL
CC
- COVERED CONCRETE
CF
- CONCRETE FLUME
CHW
- CONCRETE HEAD WALL
LF
- CHAIN LINK FENCE
- CENTERLINE
CM
- CONCRETE MONUMENT
CMP
- CORRUGATED METAL PIPE
CO
- CLEAN OUT
CONC
- CONCRETE
COVD
- COVERED
CP
- CONCRETE PAD
CW
- CONCRETE WALKWAY
D&M
- DEED/DESC & MEASURED
DE
- DRAINAGE EASEMENT
DESC
- DESCRIPTION
- DOT INLET
OP
- OUMPSTER PAD
DW
- DRIVEWAY
®
- ELECTRIC METER
EB
- ELECTRICAL BOX
ESMT - EASEMENT
E/P
- EDGE OF PAVEMENT
FIRM
- FLOOD INSURANCE
RATE MAP
FEE
- FINISHED FLOOR ELEVATION
FH
- FIRE HYDRANT
FL
- FLOW LINE
It5l
FLOOD LIGHT
FND
- FOUND
FOC
- FIBER OPTIC CABLE
0 f 9
- FLAG POLE
-G-
- GAS LINE
<2>
- GAS METER
- GUY WIRE ANCHOR
- HANDICAP PARKING
HR
- HANDICAP RAMP
INV
- INVERT ELEVATION
IP
- IRON PIPE
IR
- IRON ROD
®
- STORM JUNCTION BOX
L
- ARC LENGTH
4
- LIGHT POLE
LSA
- LANDSCAPED AREA
MEAS
- MEASURED
ME
- METAL FENCE
ME
- METAL LID
MS
- METAL SHED
(100 R/W)
- MITERED END SECTION
Q
- MONITORING WELL
N&D
- NAIL & DISK
NGVD
- NATIONAL GEODETIC
VERTICAL DATUM
NTS - NOT TO SCALE.
OHE
- OVERHEAD ELECTRIC
OL
- ON LINE
ORB
- OFFICIAL RECORDS BOOK
OW
- OVERHEAD WIRE
OWK
- OVERHEAD WALKWAY
PB
- PLAT BOOK
PC
- POINT OF CURVATURE
PDOT
- PER DEPARTMENT OF
TRANSPORTATION R/W MAP
PEP
- PER ENGINEERING PLANS
PG
- PAGE
PI
- POINT OF INTERSECTION
P&M
- PLAT & MEASURED
POB
- POINT OF BEGINNING
POC
- POINT OF COMMENCEMENT
PP
- POWER POLE
PS
- PARKING SPACES
PT
- POINT OF TANGENCY
PVC
- PLASTIC PIPE
R
- CURVE RADIUS
RP
- RAMP
RCP
- REINFORCED CONCRETE PIPE
R/W
- RIGHT OF WAY
O
- SANITARY MANHOLE
SAN
- SANITARY LINE
SN
- SIGN
SWF
- STOCK WIRE: FENCE
00.00 - SPOT ELEVATION
-SO- - STORM/DRAIN LINE
Ce7
- STORM MANHOLE
-T-
- UNDERGROUND TELEPHONE
W
- STORM INLE !
TB
TOP OF BANK
TO
- TRAFFIC POLL
-"-
- TRAFFIC SIGN
❑T
- TRANSFORMER/JUNCTION BOX
TR
- TELEPHONE RISER
TSB
- TRAFFIC SIGNAL BOX
TSW
- TRAFFIC SIGNAL WIRE
TV
- CABLE TV RISER
TYP
- TYPICAL
UE
- UTILITY EASEMENT
UP
- UTILITY POLE
-W-
- WATER LINE
WF
- WOOD FENCE
WEE
- WETLAND FLAG
WS
- WOOD SHED
►1
- WATER VALVE
-Q�
- WATER METER
#
- NUMBER
Q/.) - EASEMENT NUMRFR
P.O.C.
FND 1" IR
NO #
SE CORNER, SE 1/4,
SW 114, SECTION
33-19-31
SE CORNER, SW 114
SECTION 33-19-31
SURVEY CERTIFIED TO: DELPHINI INDUSTRIAL PARK AT NORTHSTAR, LLC; FLORIDA
CHOICE BANK; KILLGORE, PEARLMAN, STAMP, ORNSTEIN & SQUIRES, P.A.;
LAWYERS TITLE INSURANCE CORPORATION