2
7
.
5
'
2
5
.
4
'
2
7
.
5
'
3
3
.
5
'
2
5
.
3
'
2
5
.
4
'
2
5
.
4
'
2
5
.
4
'
2
5
.
4
'
2
5
.
4
'
2
7
.6
'
2
7
.6
'
8
.
0
'
1
0
.
3
'
2
7
.
3
'
2
7
.
4
'
2
7
.
4
'
2
7
.
5
'
2
7
.
5
'
3
3
.8
'
3
3
.8
'
CATCH BASINTOP EL.: 37.87INV. EL.: 33.75 (E)
CATCH BASINTOP EL.: 37.77INV. EL.: 33.73 (W)INV. EL.: 33.69 (S)
CATCH BASINTOP EL.: 37.77INV. EL.: 33.72 (N)INV. EL.: 33.71 (S)
CATCH BASINTOP EL.: 38.10INV. EL.: 34.06 (N)
CATCH BASINTOP EL.: 38.22INV. EL.: 33.74 (N)
CATCH BASINTOP EL.: 38.43INV. EL.: 33.68 (N)INV. EL.: 33.66 (S)
CATCH BASINTOP EL.: 39.29INV. EL.: 33.67 (S)
W
W
V
D
Y
H
6" BACKFLOWPREVENTOR
2" BACKFLOWPREVENTOR
FIRE HYDRANT
W
V
WATER VALVLE(TYP.)
PARKING BUMPERSTOPS, TYP.
BOLLARD (TYP)
S
S
S
SANITARY SEWER MH
TOP = 39.63
INV. OUT = 34.38 (N)
BM 1 - SANITARY SEWER
MANHOLE LID
EL = 39.63 (NAVD 1988)
RESTROOM
FACILITY
STOP SIGN
STOP SIGN
c
cc
c
c
c
c
c
c
c
SS
SS
10" PALM10" PALM
10" PALM
c
SANITARY SEWER MH
TOP = 37.57
INV. IN = 33.03 (S)
INV. OUT = 32.97 (W)
SANITARY SEWER MH
TOP = 38.17
INV. IN = 32.94 (E)
INV. OUT = 32.50 (S)
BM 2 - SANITARY SEWER
MANHOLE LID
EL = 38.17 (NAVD 1988)
HANDICAPSIGN
APPROXIMATELOCATION OFEXFILTRATIONTRENCH
APPROXIMATELOCATION OFEXFILTRATIONTRENCH
APPROXIMATELOCATION OFEXFILTRATIONTRENCH
APPROXIMATELOCATION OFEXFILTRATIONTRENCH
7
.8
'
2
0
.4
'
3
0
.1
'
8
.0
'
ONE STORYBUILDING FOOTPRINTW/ ROOF PLATFORM
F.F.E. 41.15
COOLERDUMPSTER
One Story
Block
One Story
Block
One Story
Block
One Story
Block
One Story
Block
1
7
.
0
'
LP
LP
LP
LP
LP
LP
LP
1
6
.3
'
2
3
.2
'
3
8
.1
'
2
0
.1
'
1
7
.3
'
2
4
.7
'
5
.3
'
1
0
.7
'
3
.0
'
6
.1
'
9
.9
'
6
2
.1
'
9
.0
'
9
.1
'
9
.3
'
4
.3
'
1
7
.6
'
8
.0
'
1
8
.7
'
3
.0
'
EE
ELECTRICAL
VAULT
BOLLARD (TYP)
BOUNDARY LINE SHOWN FOR
INFORMATIONAL PURPOSES
ONLY
HVAC EQUIPMENTGREASE TRAP
S
T
A
IR
S
S
T
A
IR
S
LP
LP
8
.1
'
8
.8
'
4
0
4
0
3
9
3
9
3
9
3
8
38
3
9
3
7
3
7
4
0
4
0
4
0
41
41
39
39
38
3
9
39
3
9
3
8
3
8
38
3
7
3
8
W
O
O
D
W
A
L
K
W
O
O
D
D
E
C
K
38
38
38
39
12" PALM
12" PALM
12" PALM
12" PALM
12" PALM12" PALM
12" PALM
12" PALM
12" PALM
LP
LP
LP
1" BACKFLOWPREVENTOR
14.9'
15.9'
G
A
R
D
E
N
I
A
S
T
R
E
E
T
G
R
A
V
E
L
P
A
V
E
M
E
N
T
(
R
O
W
V
A
R
I
E
S
)
HE
AD
LA
ND
A
VE
NU
E
AS
PH
ALT
P
AV
EM
EN
T (20' R
OW
)
B
IR
M
IN
G
H
A
M
S
T
R
E
E
T
G
R
A
V
E
L
P
A
V
E
M
E
N
T
(4
0
' R
O
W
)
C
O
U
N
T
Y
R
O
A
D
-
3
0
A
A
S
P
H
A
L
T
P
A
V
E
M
E
N
T
(
7
0
' R
O
W
)
BOUNDARY LINE SHOWN FOR
INFORMATIONAL PURPOSES
ONLY
1 inch = ft.( IN FEET )
GRAPHIC SCALE
020 20 40
20
10
LINETYPES
SIGN
SYMBOLS
SURVEY NOTES:
1. THIS MAP REPRESENTS A SPECIFIC PURPOSE SURVEY SHOWING LIMITED TOPOGRAPHY AND AS-BUILT INFORMATION AND ISONLY FOR THE LANDS DEPICTED. THIS IS NOT A BOUNDARY SURVEY. SOURCES OF INFORMATION USED IN THE PREPARATIONOF THIS SPECIFIC PURPOSE SURVEY INCLUDE; FIELD SURVEY PERFORMED BY INNERLIGHT ENGINEERING CORPORATION.
2. IMPROVEMENTS ARE AS SHOWN. NO ATTEMPT WAS MADE TO LOCATE UNDERGROUND FEATURES, UNDERGROUNDFOUNDATIONS, OR UNDERGROUND UTILITIES UNLESS OTHERWISE NOTED.
3. ELEVATIONS SHOWN HEREON ARE BASED ON NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD 88), REFERENCED FROMFLORIDA DEPARTMENT OF NATURAL RESOURCES BENCHMARK MONUMENT R85, HAVING A PUBLISHED ELEVATION OF 32.48FEET.
4. INNERLIGHT ENGINEERING CORPORATION WAS NOT PROVIDED WITH AN ABSTRACT OR MATTERS OF TITLE REGARDING THISPROPERTY. THIS SURVEY DOES NOT REFLECT RESEARCH BY INNERLIGHT ENGINEERING CORPORATION, REGARDING TITLE OREASEMENT. THERE MAY EXIST: DEEDS OF RECORD, UNRECORDED DEEDS, PLATS, UNRECORDED PLATS, EASEMENTS,RIGHTS-OF-WAYS, OR OTHER INSTRUMENTS THAT MAY AFFECT THIS PARCEL.
5. LINEAR AND ANGULAR MEASUREMENTS WERE OBTAINED USING A TRIMBLE S-6 TOTAL STATION. THE FIELDWORK WASCOMPLETED FEBRUARY 17, 2012, FIELD BOOK 1, PAGES 69.
6. ADDITION OR DELETIONS TO THIS DRAWING BY ANY OTHER PERSON(S) THAN THE SIGNING PARTY OR PARTIES IS PROHIBITEDWITHOUT WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES.
7. THE SPECIFIC PURPOSE SURVEY DEPICTED HEREON WAS PREPARED IN ACCORDANCE WITH THE MINIMUM TECHNICALSTANDARDS FOR PROFESSIONAL SURVEYORS AND MAPPERS AS DEFINED IN CHAPTER 61G17-06 OF THE FLORIDAADMINISTRATIVE CODE AS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS PURSUANT TOSECTION 472.027 OF THE FLORIDA STATUTES.
FLOOD NOTE:BASED ON THE NATIONAL FLOOD INSURANCE PROGRAM "FIRM" MAP COMMUNITY PANEL NUMBER 12131C0684G, DATED SEPTEMBER29, 2010, THE SUBJECT PARCEL IS LOCATED IN FLOOD ZONE 'X'.
BENCHMARK DESCRIPTION - 723 WHISKEY BRAVO
BM 1 - SANITARY SEWER MANHOLE LID
EL. = 39.63 (NAVD 1988)
BM 2 - SANITARY SEWER MANHOLE LID
EL. = 38.17 (NAVD 1988)
D
Y
H
WV
WM
S
SANITARY SEWER MANHOLE
FIRE HYDRANT
WATER VALVE
WATER METER
SITE BOUNDARY
PALM TREE
CONCRETE CURB
MAJOR CONTOUR
MINOR CONTOUR
30
32
GRASS PAVERS
ASPHALT PAVEMENT
RIGHT-OF-WAY
SPECIFIC PURPOSE SURVEYLIMITED TOPOGRAPHY AND AS-BUILT
LOCATED INSECTION 14, TOWNSHIP 3 SOUTH, RANGE 19 WEST
WALTON COUNTY, FLORIDA
ABBREVIATIONS
FINISHED FLOOR ELEVATION
NORTH
EAST
SOUTH
WEST
RIGHT OF WAY
INVERT ELEVATION
MANHOLE
ELEVATION
TYPICAL
F.F.E.
(N)
(E)
(S)
(W)
ROW
INV:
MH
EL
TYP
LP
LIGHT POLE
CONCRETE
GRAVEL
OVERHEAD WIRE
DAVID E. SMITH, P.S.M.
FLORIDA REGISTRATION NO. 6432
FLORIDA LAND SURVEYING & MAPPING
BUSINESS CERTIFICATE: LB7927
INNERLIGHT ENGINEERING CORP.
5450 NORTH W STREET
PENSACOLA, FL 32505
P: 850.333.4370
SHEET TITLE
DATE:
REV. DATE:
PROJ. NO.:
DRAWN BY:
REVIEWED BY:
RECORD DATA
SHEET NUMBER
SEALNOT VALID WITHOUT SIGNATURE
AND THE ORIGINAL SEAL
| THE DRAWINGS, SPECIFICATIONS, AND OTHER DOCUMENTS PREPARED BY INNERLIGHT ENGINEERING CORPORATION (IEC) ARE FOR THE SOLE USE ON THIS PROJECT UNLESS OTHERWISE PROVIDED, IEC SHALL BE DEEMED THE AUTHOR AND RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING COPYRIGHT.
INNE
RLIGHT E
NGINEE
RING C
ORPO
RATION
THINK
•
SOLV
E
•
SE
RVE
e C
"THE A
PPLIED S
CIEN
CE O
F HE
LPING OT
HERS
"
5450 N
OR
TH W
ST
RE
ET | P
EN
SA
CO
LA |
FL
OR
IDA |
32505
INNERLIGHT ENGINEERING CORPORATION
e
C
02/21/2012
DES
DES
723 WHISKEY
BRAVO
SPECIFIC
PURPOSE
SURVEY
1 OF 1
72
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HIS
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IF
IC
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LC
33
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. C
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IG
HW
AY
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24
59
