2

7

.

5

'

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5

.

4

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.

5

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3

3

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.

3

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4

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4

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.

4

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2

5

.

4

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5

.

4

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2

7

.6

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8

.

0

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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

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L

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(

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LA

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NU

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AS

PH

ALT

P

AV

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EN

T (20' R

OW

)

B

IR

M

IN

G

H

A

M

S

T

R

E

E

T

G

R

A

V

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L

P

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N

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(4

0

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)

C

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T

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R

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A

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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

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THINK

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"THE A

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"

5450 N

OR

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SA

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LA |

FL

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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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5 M

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24

59