14-Plans PNC2131658C1.pdf

LEGEND

ID.

CONTROL POINT TABLE

LINE TYPES LEGEND

ABBREVIATIONS

101102

Po w er lin e

R d

SURVEY NOTES:

TREE TABLE

TREE SURVEY NOTES:

25-9838

SKETCH OF TOPOGRAPHIC SURVEY

CERTIFIED TO:

SURVEYOR'S CERTIFICATE:

S K

E T

C H

O F T

O P

O G

R A

P H

IC

S

U R

V E

Y

N . P

O W

E R

LI

N

E R

O A

D , F

O R

T

LA

U D

E R

D A

LE

, F

L

LOCATION MAP

NOT TO SCALE

KNOW WHAT'S BELOW

ALWAYS CALL 811

BEFORE YOU DIG

It's fast. It's free. It's the law.

www.callsunshine.com

Li ce ns ed

B us in es s N o.

S T O N E R

S U

R V

EY

O

R S

M

A P

P

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S

TE

L

(9

5-w w w

.s to ne rs ur ve yo rs

.c om

S .W nd A

V

EN

U E, D A V

IE

FL

O R

ID

A

STATE OF

W A

LT

ER

DE LA ROC

H A

FLOR,DA

P ro fessional Surveyor an d

M ap p e r

Lic ense Number

No. 6081

B R

O W

A R

D C

O U

N T

Y S

H E

R

IF

F 'S

O F F

IC

E S

T O

C K

A D

E

THIS

SURVEY

AutoCAD SHX Text

POINT

AutoCAD SHX Text

NORTHING

AutoCAD SHX Text

EASTING

AutoCAD SHX Text

ELEVATION

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

AutoCAD SHX Text 676859.55

AutoCAD SHX Text 933552.95

AutoCAD SHX Text 10.55

AutoCAD SHX Text

SET N/D STAMPED "TRAV.PT. LB 6633"

AutoCAD SHX Text

AutoCAD SHX Text 676849.91

AutoCAD SHX Text 933476.11

AutoCAD SHX Text 10.13

AutoCAD SHX Text

SET N/D STAMPED "TRAV.PT. LB 6633"

AutoCAD SHX Text

AutoCAD SHX Text 676847.12

AutoCAD SHX Text 933412.45

AutoCAD SHX Text 10.15

AutoCAD SHX Text

SET N/D STAMPED "TRAV.PT. LB 6633"

AutoCAD SHX Text

AutoCAD SHX Text 676960.82

AutoCAD SHX Text 933564.92

AutoCAD SHX Text 11.28

AutoCAD SHX Text

SET N/D STAMPED "TRAV.PT. LB 6633"

AutoCAD SHX Text

AutoCAD SHX Text 677081.08

AutoCAD SHX Text 933514.82

AutoCAD SHX Text 12.37

AutoCAD SHX Text

SET N/D STAMPED "TRAV.PT. LB 6633"

AutoCAD SHX Text

AutoCAD SHX Text 677033.05

AutoCAD SHX Text 933450.30

AutoCAD SHX Text 11.65

AutoCAD SHX Text

SET N/D STAMPED "TRAV.PT. LB 6633"

AutoCAD SHX Text

AutoCAD SHX Text 677009.19

AutoCAD SHX Text 933417.97

AutoCAD SHX Text 11.84

AutoCAD SHX Text

SET N/D STAMPED "TRAV.PT. LB 6633"

AutoCAD SHX Text

AutoCAD SHX Text 677070.07

AutoCAD SHX Text 933436.03

AutoCAD SHX Text 12.32

AutoCAD SHX Text

SET N/D STAMPED "TRAV.PT. LB 6633"

AutoCAD SHX Text

AIR CONDITIONER

AutoCAD SHX Text

BACK FLOW PREVENTER

AutoCAD SHX Text

BOLLARD

AutoCAD SHX Text

CATCH BASIN

AutoCAD SHX Text

CONCRETE LIGHT POLE

AutoCAD SHX Text

ELECTRIC OUTLET

AutoCAD SHX Text

ELECTRIC PANEL

AutoCAD SHX Text

ELECTRIC WIRE PULL BOX

AutoCAD SHX Text

FIRE HYDRANT

AutoCAD SHX Text

GAS METER

AutoCAD SHX Text

GATE MOTOR

AutoCAD SHX Text

GENERATOR

AutoCAD SHX Text

KEYPAD

AutoCAD SHX Text

MANHOLE

AutoCAD SHX Text

METAL POST

AutoCAD SHX Text

NAIL & DISC

AutoCAD SHX Text

PIPE CONTINUATION

AutoCAD SHX Text

SANITARY SEWER CLEANOUT

AutoCAD SHX Text

SANITARY SEWER MANHOLE

AutoCAD SHX Text

SIGN ON POST

AutoCAD SHX Text

SPOT ELEVATION (HARD SURFACE)

AutoCAD SHX Text

SPOT ELEVATION (SOFT SURFACE)

AutoCAD SHX Text

SURVEY CONTROL POINT NUMBER

AutoCAD SHX Text

UNKNOWN UTILITY VALVE

AutoCAD SHX Text

UNKNOWN UTILITY VAULT

AutoCAD SHX Text

WATER METER

AutoCAD SHX Text

WOOD LIGHT POLE

AutoCAD SHX Text

WOOD POST

AutoCAD SHX Text

PALM TREE

AutoCAD SHX Text

SHADE TREE

AutoCAD SHX Text A/C

AutoCAD SHX Text E

AutoCAD SHX Text G

AutoCAD SHX Text

GTM

AutoCAD SHX Text

GEN

AutoCAD SHX Text

KEY

AutoCAD SHX Text S

AutoCAD SHX Text 10.35'

AutoCAD SHX Text 10.4'

AutoCAD SHX Text U

AutoCAD SHX Text

UNK

AutoCAD SHX Text W

AutoCAD SHX Text

ASPH.

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text

BLDG.

AutoCAD SHX Text

BUILDING

AutoCAD SHX Text

CLF

AutoCAD SHX Text

CHAIN LINK FENCE

AutoCAD SHX Text

CMP

AutoCAD SHX Text

CORRUGATED METAL PIPE

AutoCAD SHX Text

CONC.

AutoCAD SHX Text

CONCRETE

AutoCAD SHX Text

DIP

AutoCAD SHX Text

DUCTILE IRON PIPE

AutoCAD SHX Text

ELEC.

AutoCAD SHX Text

ELECTRIC

AutoCAD SHX Text

EQUIP.

AutoCAD SHX Text

EQUIPMENT

AutoCAD SHX Text F.F.E.

AutoCAD SHX Text

FINISHED FLOOR ELEVATION

AutoCAD SHX Text

GEN

AutoCAD SHX Text

GENERATOR

AutoCAD SHX Text

GRAV.

AutoCAD SHX Text

GRAVEL

AutoCAD SHX Text

ID.

AutoCAD SHX Text

IDENTIFICATION

AutoCAD SHX Text I.E.

AutoCAD SHX Text

INVERT ELEVATION

AutoCAD SHX Text

LB

AutoCAD SHX Text

LICENSED BUSINESS

AutoCAD SHX Text

MH

AutoCAD SHX Text

MANHOLE

AutoCAD SHX Text N/D

AutoCAD SHX Text

NAIL & DISC

AutoCAD SHX Text P.T.

AutoCAD SHX Text

POINT OF TANGENCY

AutoCAD SHX Text

PVC

AutoCAD SHX Text

POLYVINYL CHLORIDE

AutoCAD SHX Text R.E.

AutoCAD SHX Text

RIM ELEVATION

AutoCAD SHX Text

SAN

AutoCAD SHX Text

SANITARY

AutoCAD SHX Text

CHAIN LINK FENCE

AutoCAD SHX Text

STORM DRAINAGE PIPE

AutoCAD SHX Text

SANITARY SEWER PIPE

AutoCAD SHX Text

TR810

AutoCAD SHX Text

TR811

AutoCAD SHX Text

TR1117

AutoCAD SHX Text

TR1160

AutoCAD SHX Text A/C

AutoCAD SHX Text A/C

AutoCAD SHX Text A/C

AutoCAD SHX Text

GTM

AutoCAD SHX Text

KEY

AutoCAD SHX Text G

AutoCAD SHX Text S

AutoCAD SHX Text S

AutoCAD SHX Text W

AutoCAD SHX Text U

AutoCAD SHX Text U

AutoCAD SHX Text U

AutoCAD SHX Text

UNK

AutoCAD SHX Text

UNK

AutoCAD SHX Text

UNK

AutoCAD SHX Text E

AutoCAD SHX Text E

AutoCAD SHX Text 11.58'

AutoCAD SHX Text 11.20'

AutoCAD SHX Text 11.15'

AutoCAD SHX Text 11.08'

AutoCAD SHX Text 11.18'

AutoCAD SHX Text 11.18'

AutoCAD SHX Text 11.12'

AutoCAD SHX Text 11.12'

AutoCAD SHX Text 11.30'

AutoCAD SHX Text 11.02'

AutoCAD SHX Text 11.60'

AutoCAD SHX Text 11.16'

AutoCAD SHX Text 11.86'

AutoCAD SHX Text 12.20'

AutoCAD SHX Text 11.93'

AutoCAD SHX Text 11.80'

AutoCAD SHX Text 12.21'

AutoCAD SHX Text 12.09'

AutoCAD SHX Text 10.23'

AutoCAD SHX Text 10.16'

AutoCAD SHX Text 10.08'

AutoCAD SHX Text 10.10'

AutoCAD SHX Text 10.07'

AutoCAD SHX Text 9.96'

AutoCAD SHX Text 10.17'

AutoCAD SHX Text 10.09'

AutoCAD SHX Text 10.28'

AutoCAD SHX Text 10.15'

AutoCAD SHX Text 10.03'

AutoCAD SHX Text 10.08'

AutoCAD SHX Text 11.15'

AutoCAD SHX Text 11.78'

AutoCAD SHX Text 11.81'

AutoCAD SHX Text 11.48'

AutoCAD SHX Text 10.37'

AutoCAD SHX Text 10.19'

AutoCAD SHX Text 10.10'

AutoCAD SHX Text 10.13'

AutoCAD SHX Text 10.12'

AutoCAD SHX Text 10.17'

AutoCAD SHX Text 10.36'

AutoCAD SHX Text 10.39'

AutoCAD SHX Text 10.76'

AutoCAD SHX Text 10.81'

AutoCAD SHX Text 10.75'

AutoCAD SHX Text 11.54'

AutoCAD SHX Text 11.70'

AutoCAD SHX Text 11.57'

AutoCAD SHX Text 11.41'

AutoCAD SHX Text 11.65'

AutoCAD SHX Text 11.59'

AutoCAD SHX Text 11.74'

AutoCAD SHX Text 12.12'

AutoCAD SHX Text 12.13'

AutoCAD SHX Text 12.15'

AutoCAD SHX Text 12.11'

AutoCAD SHX Text 11.57'

AutoCAD SHX Text 10.44'

AutoCAD SHX Text 10.37'

AutoCAD SHX Text 10.82'

AutoCAD SHX Text 12.14'

AutoCAD SHX Text 12.12'

AutoCAD SHX Text 10.53'

AutoCAD SHX Text 10.48'

AutoCAD SHX Text 10.58'

AutoCAD SHX Text 10.25'

AutoCAD SHX Text 10.36'

AutoCAD SHX Text 10.81'

AutoCAD SHX Text 12.01'

AutoCAD SHX Text 11.99'

AutoCAD SHX Text 10.44'

AutoCAD SHX Text 10.39'

AutoCAD SHX Text 10.48'

AutoCAD SHX Text 10.59'

AutoCAD SHX Text 10.65'

AutoCAD SHX Text 10.38'

AutoCAD SHX Text 10.19'

AutoCAD SHX Text 10.09'

AutoCAD SHX Text 10.18'

AutoCAD SHX Text 10.19'

AutoCAD SHX Text 10.22'

AutoCAD SHX Text 10.31'

AutoCAD SHX Text 10.69'

AutoCAD SHX Text 10.96'

AutoCAD SHX Text 11.02'

AutoCAD SHX Text 10.73'

AutoCAD SHX Text 10.60'

AutoCAD SHX Text 10.48'

AutoCAD SHX Text 10.38'

AutoCAD SHX Text 10.51'

AutoCAD SHX Text 10.34'

AutoCAD SHX Text 10.12'

AutoCAD SHX Text 10.39'

AutoCAD SHX Text 10.17'

AutoCAD SHX Text 10.23'

AutoCAD SHX Text 10.90'

AutoCAD SHX Text 10.90'

AutoCAD SHX Text 11.09'

AutoCAD SHX Text 11.28'

AutoCAD SHX Text 11.07'

AutoCAD SHX Text 11.24'

AutoCAD SHX Text 11.22'

AutoCAD SHX Text 11.27'

AutoCAD SHX Text 11.30'

AutoCAD SHX Text 11.28'

AutoCAD SHX Text 11.31'

AutoCAD SHX Text 11.39'

AutoCAD SHX Text 11.42'

AutoCAD SHX Text 11.50'

AutoCAD SHX Text 11.53'

AutoCAD SHX Text 11.53'

AutoCAD SHX Text 11.61'

AutoCAD SHX Text 11.66'

AutoCAD SHX Text 12.21'

AutoCAD SHX Text 12.05'

AutoCAD SHX Text 11.64'

AutoCAD SHX Text 11.81'

AutoCAD SHX Text 12.13'

AutoCAD SHX Text 12.21'

AutoCAD SHX Text 12.24'

AutoCAD SHX Text 12.19'

AutoCAD SHX Text 12.17'

AutoCAD SHX Text 12.20'

AutoCAD SHX Text 12.03'

AutoCAD SHX Text 11.90'

AutoCAD SHX Text 11.86'

AutoCAD SHX Text 11.90'

AutoCAD SHX Text 11.93'

AutoCAD SHX Text 12.17'

AutoCAD SHX Text 11.96'

AutoCAD SHX Text 11.89'

AutoCAD SHX Text 12.02'

AutoCAD SHX Text 12.09'

AutoCAD SHX Text 12.09'

AutoCAD SHX Text 12.06'

AutoCAD SHX Text 11.93'

AutoCAD SHX Text 11.78'

AutoCAD SHX Text 11.82'

AutoCAD SHX Text 11.81'

AutoCAD SHX Text 11.77'

AutoCAD SHX Text 11.84'

AutoCAD SHX Text 11.79'

AutoCAD SHX Text 11.67'

AutoCAD SHX Text 11.63'

AutoCAD SHX Text 11.73'

AutoCAD SHX Text 11.83'

AutoCAD SHX Text 11.27'

AutoCAD SHX Text 11.23'

AutoCAD SHX Text 11.29'

AutoCAD SHX Text 11.20'

AutoCAD SHX Text 11.25'

AutoCAD SHX Text 11.18'

AutoCAD SHX Text 11.03'

AutoCAD SHX Text 11.16'

AutoCAD SHX Text 12.01'

AutoCAD SHX Text 12.02'

AutoCAD SHX Text 11.78'

AutoCAD SHX Text 11.88'

AutoCAD SHX Text 11.99'

AutoCAD SHX Text 12.00'

AutoCAD SHX Text 11.94'

AutoCAD SHX Text 11.74'

AutoCAD SHX Text 11.78'

AutoCAD SHX Text 11.97'

AutoCAD SHX Text 11.85'

AutoCAD SHX Text 11.89'

AutoCAD SHX Text 12.16'

AutoCAD SHX Text 11.95'

AutoCAD SHX Text 12.08'

AutoCAD SHX Text 12.13'

AutoCAD SHX Text 12.27'

AutoCAD SHX Text 12.11'

AutoCAD SHX Text 12.27'

AutoCAD SHX Text 12.29'

AutoCAD SHX Text 12.21'

AutoCAD SHX Text 12.26'

AutoCAD SHX Text 12.23'

AutoCAD SHX Text 12.13'

AutoCAD SHX Text 12.05'

AutoCAD SHX Text 11.84'

AutoCAD SHX Text 12.27'

AutoCAD SHX Text 12.30'

AutoCAD SHX Text 12.43'

AutoCAD SHX Text 12.18'

AutoCAD SHX Text 11.85'

AutoCAD SHX Text 11.84'

AutoCAD SHX Text 11.97'

AutoCAD SHX Text 11.92'

AutoCAD SHX Text 11.99'

AutoCAD SHX Text 12.00'

AutoCAD SHX Text 11.90'

AutoCAD SHX Text 11.87'

AutoCAD SHX Text 11.98'

AutoCAD SHX Text 13.11'

AutoCAD SHX Text 12.88'

AutoCAD SHX Text 12.70'

AutoCAD SHX Text 12.70'

AutoCAD SHX Text 12.64'

AutoCAD SHX Text 12.56'

AutoCAD SHX Text 11.76'

AutoCAD SHX Text 11.94'

AutoCAD SHX Text 12.00'

AutoCAD SHX Text 11.95'

AutoCAD SHX Text 12.56'

AutoCAD SHX Text 12.67'

AutoCAD SHX Text 11.61'

AutoCAD SHX Text 11.75'

AutoCAD SHX Text 11.81'

AutoCAD SHX Text 11.81'

AutoCAD SHX Text 11.77'

AutoCAD SHX Text 11.87'

AutoCAD SHX Text 11.59'

AutoCAD SHX Text 11.57'

AutoCAD SHX Text 11.58'

AutoCAD SHX Text 11.26'

AutoCAD SHX Text 11.17'

AutoCAD SHX Text 11.21'

AutoCAD SHX Text 11.35'

AutoCAD SHX Text 11.34'

AutoCAD SHX Text 11.36'

AutoCAD SHX Text 11.16'

AutoCAD SHX Text 11.89'

AutoCAD SHX Text 11.88'

AutoCAD SHX Text 12.00'

AutoCAD SHX Text 12.06'

AutoCAD SHX Text 12.36'

AutoCAD SHX Text 12.15'

AutoCAD SHX Text 12.01'

AutoCAD SHX Text 12.25'

AutoCAD SHX Text 12.30'

AutoCAD SHX Text 12.46'

AutoCAD SHX Text 12.40'

AutoCAD SHX Text 12.48'

AutoCAD SHX Text 12.53'

AutoCAD SHX Text 12.58'

AutoCAD SHX Text 12.65'

AutoCAD SHX Text 12.23'

AutoCAD SHX Text 12.68'

AutoCAD SHX Text 12.74'

AutoCAD SHX Text 12.40'

AutoCAD SHX Text 12.44'

AutoCAD SHX Text 12.43'

AutoCAD SHX Text 12.58'

AutoCAD SHX Text 12.71'

AutoCAD SHX Text 12.90'

AutoCAD SHX Text 12.92'

AutoCAD SHX Text 13.00'

AutoCAD SHX Text 13.10'

AutoCAD SHX Text 13.23'

AutoCAD SHX Text 13.19'

AutoCAD SHX Text 12.21'

AutoCAD SHX Text 12.20'

AutoCAD SHX Text 12.18'

AutoCAD SHX Text 12.03'

AutoCAD SHX Text 12.04'

AutoCAD SHX Text 12.19'

AutoCAD SHX Text 12.14'

AutoCAD SHX Text 12.13'

AutoCAD SHX Text 12.13'

AutoCAD SHX Text 12.14'

AutoCAD SHX Text 12.19'

AutoCAD SHX Text 12.21'

AutoCAD SHX Text 12.18'

AutoCAD SHX Text 11.79'

AutoCAD SHX Text 12.05'

AutoCAD SHX Text 12.12'

AutoCAD SHX Text 12.11'

AutoCAD SHX Text 11.67'

AutoCAD SHX Text 11.44'

AutoCAD SHX Text 11.32'

AutoCAD SHX Text 11.47'

AutoCAD SHX Text 11.48'

AutoCAD SHX Text 11.49'

AutoCAD SHX Text 11.39'

AutoCAD SHX Text 11.24'

AutoCAD SHX Text 11.21'

AutoCAD SHX Text 12.29'

AutoCAD SHX Text 12.33'

AutoCAD SHX Text 11.24'

AutoCAD SHX Text 11.21'

AutoCAD SHX Text 12.36'

AutoCAD SHX Text 12.39'

AutoCAD SHX Text 11.37'

AutoCAD SHX Text 12.17'

AutoCAD SHX Text 12.16'

AutoCAD SHX Text 12.22'

AutoCAD SHX Text 11.37'

AutoCAD SHX Text 11.43'

AutoCAD SHX Text 11.64'

AutoCAD SHX Text 11.72'

AutoCAD SHX Text 11.97'

AutoCAD SHX Text 11.93'

AutoCAD SHX Text 12.16'

AutoCAD SHX Text 11.74'

AutoCAD SHX Text 12.22'

AutoCAD SHX Text 12.24'

AutoCAD SHX Text 12.19'

AutoCAD SHX Text 12.20'

AutoCAD SHX Text 11.64'

AutoCAD SHX Text 11.71'

AutoCAD SHX Text 11.92'

AutoCAD SHX Text 11.63'

AutoCAD SHX Text 11.78'

AutoCAD SHX Text 11.96'

AutoCAD SHX Text 11.37'

AutoCAD SHX Text 11.32'

AutoCAD SHX Text 11.4'

AutoCAD SHX Text 12.1'

AutoCAD SHX Text 11.4'

AutoCAD SHX Text 11.3'

AutoCAD SHX Text 11.8'

AutoCAD SHX Text 11.4'

AutoCAD SHX Text 11.6'

AutoCAD SHX Text 11.5'

AutoCAD SHX Text 11.4'

AutoCAD SHX Text 11.9'

AutoCAD SHX Text 11.5'

AutoCAD SHX Text 11.6'

AutoCAD SHX Text 11.8'

AutoCAD SHX Text 10.9'

AutoCAD SHX Text 10.8'

AutoCAD SHX Text 10.7'

AutoCAD SHX Text 10.7'

AutoCAD SHX Text 11.3'

AutoCAD SHX Text 10.8'

AutoCAD SHX Text 11.8'

AutoCAD SHX Text 11.0'

AutoCAD SHX Text 10.6'

AutoCAD SHX Text 11.5'

AutoCAD SHX Text 11.5'

AutoCAD SHX Text 11.0'

AutoCAD SHX Text 11.0'

AutoCAD SHX Text 11.7'

AutoCAD SHX Text 11.5'

AutoCAD SHX Text 11.5'

AutoCAD SHX Text 11.5'

AutoCAD SHX Text 11.5'

AutoCAD SHX Text 11.5'

AutoCAD SHX Text 11.8'

AutoCAD SHX Text 11.7'

AutoCAD SHX Text 11.8'

AutoCAD SHX Text 11.5'

AutoCAD SHX Text 11.7'

AutoCAD SHX Text 11.9'

AutoCAD SHX Text 11.7'

AutoCAD SHX Text 11.8'

AutoCAD SHX Text 11.8'

AutoCAD SHX Text 11.8'

AutoCAD SHX Text 11.7'

AutoCAD SHX Text 12.0'

AutoCAD SHX Text 12.1'

AutoCAD SHX Text 11.9'

AutoCAD SHX Text 12.0'

AutoCAD SHX Text 12.3'

AutoCAD SHX Text 11.9'

AutoCAD SHX Text 12.2'

AutoCAD SHX Text 12.1'

AutoCAD SHX Text 12.3'

AutoCAD SHX Text 13.0'

AutoCAD SHX Text 12.6'

AutoCAD SHX Text 12.3'

AutoCAD SHX Text 12.4'

AutoCAD SHX Text 12.6'

AutoCAD SHX Text 12.8'

AutoCAD SHX Text 11.9'

AutoCAD SHX Text 12.0'

AutoCAD SHX Text 12.5'

AutoCAD SHX Text 12.6'

AutoCAD SHX Text 12.6'

AutoCAD SHX Text 12.7'

AutoCAD SHX Text 12.5'

AutoCAD SHX Text 12.1'

AutoCAD SHX Text 12.2'

AutoCAD SHX Text 12.3'

AutoCAD SHX Text 12.7'

AutoCAD SHX Text 12.4'

AutoCAD SHX Text 12.5'

AutoCAD SHX Text 12.3'

AutoCAD SHX Text 11.9'

AutoCAD SHX Text 12.0'

AutoCAD SHX Text 11.9'

AutoCAD SHX Text 11.9'

AutoCAD SHX Text 12.2'

AutoCAD SHX Text 11.9'

AutoCAD SHX Text 11.8'

AutoCAD SHX Text 11.8'

AutoCAD SHX Text 11.8'

AutoCAD SHX Text 12.1'

AutoCAD SHX Text 12.6'

AutoCAD SHX Text 12.2'

AutoCAD SHX Text 12.4'

AutoCAD SHX Text 12.2'

AutoCAD SHX Text 12.0'

AutoCAD SHX Text 11.9'

AutoCAD SHX Text 12.0'

AutoCAD SHX Text 11.6'

AutoCAD SHX Text 11.9'

AutoCAD SHX Text 11.7'

AutoCAD SHX Text 11.4'

AutoCAD SHX Text 11.5'

AutoCAD SHX Text 11.8'

AutoCAD SHX Text 11.6'

AutoCAD SHX Text 11.7'

AutoCAD SHX Text 11.9'

AutoCAD SHX Text 11.6'

AutoCAD SHX Text 11.6'

AutoCAD SHX Text 12.4'

AutoCAD SHX Text 12.5'

AutoCAD SHX Text 12.7'

AutoCAD SHX Text 12.7'

AutoCAD SHX Text 12.8'

AutoCAD SHX Text 12.6'

AutoCAD SHX Text 12.4'

AutoCAD SHX Text 12.4'

AutoCAD SHX Text 12.3'

AutoCAD SHX Text 12.3'

AutoCAD SHX Text 12.5'

AutoCAD SHX Text 12.4'

AutoCAD SHX Text 12.6'

AutoCAD SHX Text 12.8'

AutoCAD SHX Text 12.6'

AutoCAD SHX Text 12.6'

AutoCAD SHX Text 12.5'

AutoCAD SHX Text 12.4'

AutoCAD SHX Text 12.4'

AutoCAD SHX Text 12.2'

AutoCAD SHX Text 12.3'

AutoCAD SHX Text 12.3'

AutoCAD SHX Text 12.3'

AutoCAD SHX Text 12.5'

AutoCAD SHX Text 12.5'

AutoCAD SHX Text 12.5'

AutoCAD SHX Text 12.7'

AutoCAD SHX Text 12.5'

AutoCAD SHX Text 12.4'

AutoCAD SHX Text 12.3'

AutoCAD SHX Text 12.2'

AutoCAD SHX Text 12.2'

AutoCAD SHX Text 12.2'

AutoCAD SHX Text 12.1'

AutoCAD SHX Text 12.3'

AutoCAD SHX Text 12.4'

AutoCAD SHX Text 12.5'

AutoCAD SHX Text 12.4'

AutoCAD SHX Text 12.6'

AutoCAD SHX Text 12.7'

AutoCAD SHX Text 12.6'

AutoCAD SHX Text 12.5'

AutoCAD SHX Text 12.2'

AutoCAD SHX Text 12.2'

AutoCAD SHX Text 12.1'

AutoCAD SHX Text

GEN

AutoCAD SHX Text

ASPH. DRIVE

AutoCAD SHX Text

ASPH.

AutoCAD SHX Text

CATCH BASIN R.E.= 11.81' I.E.(E)= 8.61' 10"DIP

AutoCAD SHX Text SAN SEWER MH R.E.= 11.98' I.E.(SE)= 8.61' 4"PVC FULL OF WATER NOT FOUND ANY OTHER PIPES

AutoCAD SHX Text

SAN SEWER MH R.E.= 11.59' FULL OF WATER UNABLE TO OBTAIN ANY INVERT DATA

AutoCAD SHX Text

CATCH BASIN R.E.= 10.38' I.E.(E)= 7.38' 12"CMP CONNECTING STRUCTURE NOT FOUND

AutoCAD SHX Text

RUBBER TURF

AutoCAD SHX Text

FITNESS EQUIP.

AutoCAD SHX Text

MONKEY BARS

AutoCAD SHX Text

FITNESS EQUIP.

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

TRAINING COURSE

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

CONC. SLAB

AutoCAD SHX Text

ASPH.

AutoCAD SHX Text

5' CLF

AutoCAD SHX Text

ASPH.

AutoCAD SHX Text

CONC. SLAB

AutoCAD SHX Text

4' CONC.

AutoCAD SHX Text

WALKWAY

AutoCAD SHX Text

CONC. SLAB

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

11' CLF WITH BARBED WIRE

AutoCAD SHX Text

12' CLF WITH BARBED WIRE

AutoCAD SHX Text

6' CLF

AutoCAD SHX Text

12' CLF WITH BARBED WIRE

AutoCAD SHX Text

0.5' CONC. CURB

AutoCAD SHX Text

0.5' CONC. CURB

AutoCAD SHX Text

11' CLF WITH BARBED WIRE ON CONC. FOOTER

AutoCAD SHX Text

7' HIGH WALL

AutoCAD SHX Text

4' CONC. WALKWAY

AutoCAD SHX Text

CONC. WALKWAY

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

CONC.

AutoCAD SHX Text

SLAB

AutoCAD SHX Text

CONC. SLAB

AutoCAD SHX Text 12.0'

AutoCAD SHX Text

GRASS

AutoCAD SHX Text 12.0'

AutoCAD SHX Text

COURTYARD (NO ACCESS)

AutoCAD SHX Text

CONC. SLAB

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GRASS

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ASPH.

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GRASS

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5' CLF

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5' CLF

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6' CLF

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6' CLF

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4' CONC. WALKWAY

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ROOF LADDER @ CONC. SLAB

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FUEL TANK

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CONC. SLAB

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ONE STORY BLDG.

AutoCAD SHX Text F.F.E. = 11.90'

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ONE STORY BLDG.

AutoCAD SHX Text F.F.E. = 12.01'

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ONE STORY BLDG.

AutoCAD SHX Text F.F.E. = 11.42'

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ONE STORY BLDG.

AutoCAD SHX Text F.F.E. = 12.68'

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ONE STORY BLDG.

AutoCAD SHX Text F.F.E. = 12.39'

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ONE STORY BLDG.

AutoCAD SHX Text F.F.E. = 12.80'

AutoCAD SHX Text F.F.E. = 12.52'

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FUEL TANK

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SEPTIC TANK MH R.E.= 11.73'

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SEPTIC TANK MH R.E.= 11.87'

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GRAV.

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FABRIC STRUCTURE

AutoCAD SHX Text F.F.E. = 12.22'

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FABRIC STRUCTURE

AutoCAD SHX Text F.F.E. = 12.19'

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FABRIC STRUCTURE

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ASPH. RAMP

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WOOD CAMERA POST

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4" PVC STANDPIPE

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GRASS

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GENERATOR IN 40' TRAILER

AutoCAD SHX Text F.F.E. = 12.97'

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GRASS

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ASPH.

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GRASS

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0.5' CONC. CURB

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0.9' CONC. CURB

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CONC.

AutoCAD SHX Text F.F.E. = 12.20'

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ASPH. PARKING

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5' CONC. WALKWAY

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ONE STORY BLDG.

AutoCAD SHX Text 23.8'

AutoCAD SHX Text 15.8'

AutoCAD SHX Text 23.8'

AutoCAD SHX Text 15.8'

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ELEC. ROOM

AutoCAD SHX Text 15.4'

AutoCAD SHX Text 23.1'

AutoCAD SHX Text 15.4'

AutoCAD SHX Text 23.1'

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1' HIGH CONTAINMENT WALL

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EDGE OF PAVEMENT

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PLAT BOOK 137, PAGE 39 BROWARD COUNTY RECORDS

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PARCEL "A"

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BROWARD COUNTY / POWERLINE ROAD STOCKADE PLAT

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PLAT BOOK 137, PAGE 39 BROWARD COUNTY RECORDS

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PARCEL "A"

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BROWARD COUNTY / POWERLINE ROAD STOCKADE PLAT

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APPROXIMATE SOUTH LINE OF PARCEL A SEE SURVEY NOTE NO. 3

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APPROXIMATE NORTH LINE OF PARCEL A SEE SURVEY NOTE NO. 3

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12' CLF WITH BARBED WIRE

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12' CLF WITH BARBED WIRE

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CONC. PARKING

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1. THIS SKETCH OF TOPOGRAPHIC SURVEY WAS PREPARED IN ACCORDANCE WITH THE STANDARDS OF PRACTICE FOR SURVEYING THIS SKETCH OF TOPOGRAPHIC SURVEY WAS PREPARED IN ACCORDANCE WITH THE STANDARDS OF PRACTICE FOR SURVEYING ESTABLISHED BY THE BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 5J-17, FLORIDA ADMINISTRATIVE CODES, PURSUANT TO SECTION 472.027, FLORIDA STATUTES. 2. IF THIS SURVEY HAS BEEN DELIVERED IN PAPER COPY, THEN IT IS NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL IF THIS SURVEY HAS BEEN DELIVERED IN PAPER COPY, THEN IT IS NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL EMBOSSED SEAL OF A FLORIDA LICENSED PROFESSIONAL SURVEYOR AND MAPPER. IF THIS SURVEY HAS BEEN DELIVERED IN PDF FORMAT, IT MUST INCLUDE A DIGITAL SIGNATURE TO BE CONSIDERED VALID. PRINTED COPIES OF THE PDF VERSION ARE NOT CONSIDERED SIGNED AND SEALED. 3. PARCEL LINES SHOWN HEREON ARE APPROXIMATE, BASED ON BROWARD COUNTY PROPERTY APPRAISER DIGITAL MAP. SAID MAP PARCEL LINES SHOWN HEREON ARE APPROXIMATE, BASED ON BROWARD COUNTY PROPERTY APPRAISER DIGITAL MAP. SAID MAP IS NOT BASED ON A FIELD SURVEY. THIS SKETCH OF SURVEY DOES NOT REPRESENT A BOUNDARY SURVEY OF THE PROPERTY SHOWN HEREON. 4. SURVEY LIMITS WERE ESTABLISHED BY SALTZ-MICHELSON. SURVEY LIMITS WERE ESTABLISHED BY SALTZ-MICHELSON. 5. THE HORIZONTAL COORDINATES SHOWN HEREON ARE BASED ON THE FLORIDA STATE PLANE COORDINATE SYSTEM (EAST ZONE), THE HORIZONTAL COORDINATES SHOWN HEREON ARE BASED ON THE FLORIDA STATE PLANE COORDINATE SYSTEM (EAST ZONE), NORTH AMERICAN DATUM 1983/2011 ADJUSTMENT (N.A.D. 83/2011) REFERENCED TO THE FLORIDA PERMANENT REFERENCE NETWORK (FPRN) MAINTAINED BY THE FLORIDA DEPARTMENT OF TRANSPORTATION (FDOT). 6. THE ELEVATIONS SHOWN HEREON ARE BASED ON NORTH AMERICAN VERTICAL DATUM OF 1988 (N.A.V.D. 88), ESTABLISHED FROM THE ELEVATIONS SHOWN HEREON ARE BASED ON NORTH AMERICAN VERTICAL DATUM OF 1988 (N.A.V.D. 88), ESTABLISHED FROM ESTABLISHED FROM CITY OF FORT LAUDERDALE BENCHMARKS: "NW647", MAG NAIL IN BRASS DISC STAMPED CITY OF FORT LAUD BM NW 647, SET ON "NW647", MAG NAIL IN BRASS DISC STAMPED CITY OF FORT LAUD BM NW 647, SET ON , MAG NAIL IN BRASS DISC STAMPED CITY OF FORT LAUD BM NW 647, SET ON THE TOP OF CURB P.T. AT NORTHWEST CORNER OF NW 9th AVENUE AND NW 53rd COURT, ELEVATION = 8.53'; "NW646", MAG NAIL IN BRASS DISC STAMPED CITY OF FORT LAUD BM NW 646, SET ON THE TOP OF CURB AT WEST SIDE OF NW 9th AVENUE, 312' NORTH OF CENTERLINE OF NW 53rd COURT, ELEVATION = 9.18'. 7. CERTAIN FEATURES ARE REPRESENTED BY THE SYMBOLS REFLECTED IN THIS MAP. THE LEGEND OF FEATURES MAY HAVE BEEN CERTAIN FEATURES ARE REPRESENTED BY THE SYMBOLS REFLECTED IN THIS MAP. THE LEGEND OF FEATURES MAY HAVE BEEN ERTAIN FEATURES ARE REPRESENTED BY THE SYMBOLS REFLECTED IN THIS MAP. THE LEGEND OF FEATURES MAY HAVE BEEN ENLARGED FOR CLARITY AND MAY NOT REPRESENT THE ACTUAL SHAPE OR SIZE OF THE FEATURE. THE SYMBOLS HAVE BEEN PLOTTED AT THE APPROXIMATE CENTER OF THE FEATURE BASED UPON THE FIELD LOCATION. 8. THIS SKETCH IS INTENDED TO BE DISPLAYED AT A HORIZONTAL SCALE OF 1 INCH = 20 FEET. THIS SKETCH IS INTENDED TO BE DISPLAYED AT A HORIZONTAL SCALE OF 1 INCH = 20 FEET. 9. THE HORIZONTAL ACCURACY FOR WELL DEFINED IMPROVEMENTS DEPICTED ON THIS SKETCH IS ONE-TENTH (0.1' ±) OF A FOOT, THE HORIZONTAL ACCURACY FOR WELL DEFINED IMPROVEMENTS DEPICTED ON THIS SKETCH IS ONE-TENTH (0.1' ±) OF A FOOT, PLUS OR MINUS. THE VERTICAL (ELEVATIONS) ACCURACY FOR WELL DEFINED IMPROVEMENTS, FEATURES, AND SURFACES DEPICTED ON THIS SURVEY IS TWO-TENTHS (0.2' ±) OF A FOOT, PLUS OR MINUS. 10. TREES, HEDGES, GROUND COVER, AND OTHER LANDSCAPE FEATURES ARE NOT SHOWN HEREON, UNLESS OTHERWISE NOTED. TREES, HEDGES, GROUND COVER, AND OTHER LANDSCAPE FEATURES ARE NOT SHOWN HEREON, UNLESS OTHERWISE NOTED. 11. IRRIGATION FEATURES, SUCH AS SPRINKLERS, ARE NOT SHOWN HEREON. IRRIGATION FEATURES, SUCH AS SPRINKLERS, ARE NOT SHOWN HEREON. 12. FENCES AND WALL DIMENSIONS ARE APPROXIMATE. THE SURVEYOR DID NOT DETERMINE OWNERSHIP OF FENCES AND WALLS. FENCES AND WALL DIMENSIONS ARE APPROXIMATE. THE SURVEYOR DID NOT DETERMINE OWNERSHIP OF FENCES AND WALLS. 13. SUBSURFACE FEATURES ARE NOT SHOWN HEREON. THIS SITE COULD HAVE UNDERGROUND INSTALLATIONS THAT ARE NOT SHOWN SUBSURFACE FEATURES ARE NOT SHOWN HEREON. THIS SITE COULD HAVE UNDERGROUND INSTALLATIONS THAT ARE NOT SHOWN HEREON. BEFORE DESIGN, CONSTRUCTION, OR EXCAVATION CONTACT 811 AND/OR THE APPROPRIATE UTILITY COMPANIES FOR FIELD VERIFICATION OF UTILITIES. 14. THE DIMENSIONS SHOWN HEREON ARE BASED UPON U.S. SURVEY FEET AND FRACTIONAL PARTS THEREOF. THE DIMENSIONS SHOWN HEREON ARE BASED UPON U.S. SURVEY FEET AND FRACTIONAL PARTS THEREOF. 15. THE SURVEYOR DID NOT INSPECT THIS PROPERTY FOR ENVIRONMENTAL HAZARDS. THE SURVEYOR DID NOT INSPECT THIS PROPERTY FOR ENVIRONMENTAL HAZARDS. 16. THE SANITARY SEWER AND STORM DRAINAGE AS-BUILT DATA SHOWN HEREON WAS COLLECTED FOR ENGINEERING DESIGN THE SANITARY SEWER AND STORM DRAINAGE AS-BUILT DATA SHOWN HEREON WAS COLLECTED FOR ENGINEERING DESIGN PURPOSES ONLY. THE AS-BUILT DATA IS LIMITED TO STRUCTURE RIM AND PIPE INVERT ELEVATIONS ONLY. PIPE SIZES AND PIPE MATERIAL TYPES SHOULD BE CONFIRMED BEFORE DESIGN OF IMPROVEMENTS. THE SURVEYORS DID NOT PHYSICALLY ENTER THE STRUCTURES, ALL THE MEASUREMENTS AND ELEVATIONS WERE COLLECTED (WITH THE LID OF THE STRUCTURE REMOVED) BY VISUAL OBSERVATIONS IN ACTIVE FACILITIES WITH WATER AND EFFLUVIUM PRESENT. THE CONNECTIONS BETWEEN STRUCTURES WERE NOT VISUALLY INSPECTED OR VERIFIED AND THE CONDITION OF PIPING WAS NOT DETERMINED. CRITICAL ELEVATIONS AND DIMENSIONS SHOULD BE VERIFIED BEFORE DESIGN OF IMPROVEMENTS, WITH THE FACILITIES PUMPED DOWN AND PIPES CLEANED OUT. BEFORE ORDERING REPLACEMENT OR CONNECTING PIPES THE SIZE AND TYPE OF PIPES SHOULD BE CONFIRMED. 17. THE INFORMATION DEPICTED ON THIS SKETCH OF SURVEY REPRESENTS THE RESULTS OF A FIELD SURVEY ON THE DATE INDICATED THE INFORMATION DEPICTED ON THIS SKETCH OF SURVEY REPRESENTS THE RESULTS OF A FIELD SURVEY ON THE DATE INDICATED ON THE BORDER OF THE DRAWING AND CAN ONLY BE CONSIDERED VALID FOR THIS DATE AND INDICATES THE GENERAL CONDITIONS EXISTING AT THE TIME OF THE FIELD SURVEY. 18. THIS SKETCH OF SURVEY CANNOT BE RELIED UPON BY PERSONS OR ENTITIES OTHER THAN THOSE PERSONS OR ENTITIES THIS SKETCH OF SURVEY CANNOT BE RELIED UPON BY PERSONS OR ENTITIES OTHER THAN THOSE PERSONS OR ENTITIES CERTIFIED TO HEREON. ADDITIONS OR DELETIONS TO THIS SURVEY AND/OR REPORTS BY PEOPLE OR PERSONS OTHER THAN THE SIGNING PARTIES ARE PROHIBITED WITHOUT PRIOR WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES. 19. THE INFORMATION CONTAINED IN THIS DOCUMENT WAS PREPARED BY STONER & ASSOCIATES, INC. (S&A). S&A HAS TAKEN THE INFORMATION CONTAINED IN THIS DOCUMENT WAS PREPARED BY STONER & ASSOCIATES, INC. (S&A). S&A HAS TAKEN PRECAUTIONS TO ENSURE THE ACCURACY OF THIS DOCUMENT AND THE DATA REFLECTED HEREIN. S&A CANNOT NOT GUARANTEE THAT ALTERATIONS AND/OR MODIFICATIONS WILL NOT BE MADE TO THE DATA CONTAINED IN THIS DOCUMENT BY OTHERS AFTER IT LEAVES OUR POSSESSION. THIS DOCUMENT MUST BE COMPARED TO THE ORIGINAL HARD COPY (WHICH BEARS THE RAISED SURVEYOR'S CERTIFICATION SEAL) TO ENSURE THE ACCURACY OF THE INFORMATION CONTAINED HEREON AND TO FURTHER ENSURE THAT ALTERATIONS AND/OR MODIFICATIONS HAVE NOT BEEN MADE. S&A MAKES NO WARRANTIES, EXPRESSED OR IMPLIED, CONCERNING THE ACCURACY OF THE INFORMATION CONTAINED IN THIS OR ANY DOCUMENT TRANSMITTED OR REVIEWED BY COMPUTER OR OTHER ELECTRONIC MEANS. CONTACT S&A FOR VERIFICATION OF ACCURACY. 20. STONER & ASSOCIATES INC. PROJECT NUMBER 25-9838.STONER & ASSOCIATES INC. PROJECT NUMBER 25-9838.

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GRAPHIC SCALE

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SCALE: 1" = 20'

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TREE ID#

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COMMON NAME

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TRUNK DIAMETER

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CHRISTMAS PALM

AutoCAD SHX Text 4"

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UNKNOWN TREE

AutoCAD SHX Text 10"

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GUMBO LIMBO TREE

AutoCAD SHX Text 4"

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UMBRELLA TREE

AutoCAD SHX Text 8"

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1. THIS FIRM HAS IDENTIFIED THE VARIOUS TYPES OF TREES LOCATED ON THIS SITE BASED ON THIS FIRM HAS IDENTIFIED THE VARIOUS TYPES OF TREES LOCATED ON THIS SITE BASED ON COMMON KNOWLEDGE OF TREE SPECIES. FOR POSITIVE IDENTIFICATION OF TREE SPECIES A QUALIFIED LANDSCAPE ARCHITECT OR BOTANIST SHOULD BE CONSULTED. TREES THREE (3") CALIPER INCHES OR LARGER, WHEN MEASURED AT BREAST HEIGHT, ARE SHOWN ON THE SURVEY DRAWING. HEDGES AND GROUND COVER ARE NOT SHOWN THE SURVEY DRAWING. EXOTIC TREES SUCH AS MELALEUCA, BRAZILIAN PEPPER, AND AUSTRALIAN PINE ARE NOT SHOWN ON THE SURVEY DRAWING. 2. CLUSTERS OF TREES ARE SHOWN GROUPED WITH THE APPROXIMATE AVERAGE DIAMETER OF CLUSTERS OF TREES ARE SHOWN GROUPED WITH THE APPROXIMATE AVERAGE DIAMETER OF TREES. 3. THE CANOPY DIAMETER AND SPREAD ARE NOT SHOWN HEREON, UNLESS INDICATED OTHERWISE.THE CANOPY DIAMETER AND SPREAD ARE NOT SHOWN HEREON, UNLESS INDICATED OTHERWISE.

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IK

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SHEET NO.

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PROJECT

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DRAWN:

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CHECKED:

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SEAL

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WDLR

AutoCAD SHX Text THE MATERIAL SHOWN HEREON IS THE PROPERTY OF STONER & ASSOCIATES, INC. AND SHALL NOT BE REPRODUCED IN WHOLE OR IN PART WITHOUT PERMISSION OF STONER & ASSOCIATES, INC. COPYRIGHT c 2025

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NO.

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REVISION

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BY :

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DATE

AutoCAD SHX Text 05/01/25

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LAST DATE OF:

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FIELD SURVEY

AutoCAD SHX Text SALTZ MICHELSON ARCHITECTS THIS IS TO CERTIFY THAT THIS SKETCH OF TOPOGRAPHIC SURVEY WAS MADE UNDER MY RESPONSIBLE CHARGE AND IS ACCURATE AND CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF. I FURTHER CERTIFY THAT THIS SKETCH MEETS THE STANDARDS OF PRACTICE, STANDARDS OF PRACTICE, ESTABLISHED BY THE BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS, CHAPTER 5J-17, FLORIDA ADMINISTRATIVE CODES, PURSUANT TO SECTION 472.027, FLORIDA STATUTES. DATE OF SIGNATURE: 5.8.2025 5.8.2025 ________________________________ WALTER DE LA ROCHA PROFESSIONAL SURVEYOR AND MAPPER NO. 6081 STATE OF FLORIDA STONER AND ASSOCIATES, INC. L.B. 6633 Wdelarocha@stonersurveyors.com

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& DATA COLLECTOR

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BOOK/PAGE(S):

AutoCAD SHX Text 1127/62-65

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AutoCAD SHX Text ELEVATIONS SHOWN HEREON ARE BASED ON THE NORTH AMERICAN VERTICAL DATUM 1988 (NAVD 1988)

LEGEND

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LINE TYPES LEGEND

EXISTING TO REMAIN

EXISTING TO BE REMOVED

EXISTING FEEDER \\1RES TO BE REMOVED.

EXISTING WATER LIN[ (TO REMAIN)

EXISTING FENC[ {TO REMAIN)

AREA OF WORK LINE / 6' H CONSTRUCTION

FENCE WITH SCREEN . (TO REMAIN)

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DEMOLITION NOTES:

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ref EIIS'lf!C 100D CAMERA POST mH P\C Pl'E TO"""

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[IISIIIC QIAIN Ill( FOO: .TH GA,'[ NII IDICIIC'I: FOOTER TO

1. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF ALL ASPECTS OF THE DEMOLITION PROCESS AND WILL TAKE PRECAUTIONS AGAINST DAMAGE TO THE SURROUNDING SURFACES SYSTEMS

AND BUILDINGS.

2, THE CONTRACTOR IS RESPONSIBLE FOR SHORING AND BRACING DURING DEMOLITION. BEARING WALLS AND COLUMNS TO BE DEMOLISHED WILL NOT BE REMOVED UNTIL ADEQUATE SHORING AND/OR NEW

STRUCTURE IS IN PLACE AND VERIFIED BY THE ARCHITECT AND/OR ENGINEER.

3. PRIOR TO COMMENCING WORK THE CONTRACTOR SHALL INSPECT THE SITE FOR THE FOLLOWING:

A. HAZARDOUS MATERIALS, IF ENCOUNTERED - NOTIFY OWNER AND COMPLY WITH ALL APPLICABLE

CODES AND REGULATIONS FOR REPORTING AND REMOVAL INCLUDING ASBESTOS AND PETRO

CHEMICALS,

8, ANY EXISTING DAMAGED MATERIALS AND SURFACES - DOCUMENT AS REQUIRED FOR PROTECTION

AGAINST CLAIMS THAT CONTRACTOR DAMAGES DURING DEMOLITION.

C. CONDITION OF ADJACENT PROPERTY OR OCCUPIED WORK AREAS. CONTRACTOR SHALL DOCUMENT THESE AREAS PRIOR TO BEGINNING WORK. CONSULT WITH OWNER FOR ACCESS, BARRICADES AND

NOISE RESTRICTIONS.

4. ALL SYSTEMS REQUIRING REROUTING OR TERMINATION SHALL BE IN ACCORDANCE WITH LOCAL CODES AND PRACTICES OR AS PER MANUFACTURER'S SPECIFICATIONS. REMOVE ALL DEBRIS ON A DAILY BASIS

AND KEEP JOB SITE CLEAN AND FREE FROM HAZARDS.

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EXISTING A!l'HALI PA\lllfl.

5. OWNER WILL NOT SALVAGE ANY MATERIALS FROM THE DEMOLITION LIMIT OF WORK AREA.

6. CONTRACTOR SHALL COORDINATE WITH THE OWNER REGARDING THE REMOVAL AND DISPOSITION OF ALL EQUIPMENT TO BE REMOVED. LE. SATELLITE DISH, RADIO ANTENNAE AND GENERATORS.

VERIFY EXISTING TREES TO BE REMOVED FOR POSSIBLE RELOCATION ON SITE PRIOR TO REMOVAL.

7. CONTRACTOR SHALL NOTIFY OWNER 72 HRS IN ADVANCE OF COMMENCING DEMOLITION WORK TO

ALLOW OWNER ADEQUATE TIME FOR RELOCATION OF ALL TEMPORARY STRUCTURES OR PREPARE

FOR LOSS OF UTILITIES DURING DEMO OR RECONNECTION OF RELOCATED UTILITIES.

8. CONTRACTOR SHALL BE RESPONSIBLE TO ELECTRONICALLY LOCATE AND VERIFY ALL

UNDERGROUND ITEMS PRIOR TO START OF DEMOLITION OPERATIONS. UTILITIES SHALL BE MARKED

WHERE THEY CONNECT TO OTHER UTILITIES ON SITE.

9. REMOVE ONLY THOSE TREES NOTED TO BE REMOVED ON THE SITE PLAN,

10. REPAIR DAMAGE TO ADJACENT CONSTRUCTION TO REMAIN, RESULTING FROM WORK ON THIS

CONTRACT.

SCOPE OF WORK:

1. REMOVE EXISTING FABRIC AND STEEL STRUCTURES INCLUDING CONCRETE

FLOOR SLABS, CONCRETE FOUNDATIONS, ALL PLUMBING PIPING AND

FIXTURES, MECHANICAL EQUIPMENT AND DUCTS, ELECTRICAL SYSTEMS AND

FIXTURES ETC.

2. REMOVE CONCRETE SIDEWALKS NOTED IN SHEET D1 .0.

3. THE CLEARED AREA TO RECEIVE NEW SOD.

4. EXISTING SECURITY FENCES SHALL REMAIN IN PLACE ANO SECURE.

NOTES:

• PATCH & REPAIR EXISTING ADJACENT WALKS, PAVING ETC. THAT ARE DAMAGED

AS A RESULT OF THE DEMOLITION WORK. REPAIR SHALL MATCH EXISTING

CONSTRUCTION.

• CONTRACTOR SHALL ERECT A 6' HIGH CONSTRUCTION FENCE AROUND THE

LIMIT OF WORK AREA. COORDINATE WITH OWNER LOCATION OF FENCE AND

GATES. FENCE SHALL HAVE SCREENING.

REFER TO SKETCH OF TOPOGRAPHIC SURVEY BROWARD COUNTY SHERIFF'S OFFICE STOCKADE DATED 5/1/25 PREPARED BY STONER SURVEYORS / MAPPERS.

SITE SPECIFIC DEMOLITION PLAN WORK NOTES: POST DEMOLITION NOTE:

0 REMOVE EXISTING FABRIC STRUCTURE BUILDINGS IN THEIR ENTIRETY INCLUDING ALL AFTER COMPLETION OF ALL DEMOLITION ACTIVITIES THE ENTIRE AREA OF

FOUNDATIONS, CMU WALLS INSIDE THE BATHROOM SECTION AND UNDERGROUND PIPES, WORK SHALL BE PLANTED WITH ARGENTINE BAHIA SOD. AREA SHALL

FIRST BE GRADED TO AN EVEN CONSISTENT LEVEL WITH NO LOW SPOTS

CONDUITS BACK TO THEIR POINT OR CONNECTION TO MAIN ON SITE. OR HIGH SPOTS, MEETING ADJACENT GRADE ELEVATIONS.

� REMOVE ALL AIR CONDITIONING UNITS INSIDE AND OUTSIDE. RECLAIM REFRIGERANT AS

REQUIRED BY LOCAL STATE & FEDERAL REGULATIONS.

@] REMOVE EXISTING UNDERGROUND UTILITIES, WATER AND SEWER. CAP CONDUIT AT

SERVICE TRANSFORMER. VERIFY LOCATION OF SERVICE.

@;I REMOVE CONCRETE WALKS AND CURBS AND SLABS AS SHOWN, SAW CUT WALKS WHERE

THEY CONNECT TO WALKS TO REMAIN,

[!] REMOVE ONLY THE EXISTING FENCES SHOWN TO BE REMOVED.

� REMOVE ALL EXISTING FLORIDA HOLLY TREES. SEVERAL ON SITE WITHIN WORK AREA.

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Ft. Lauderdale, FL 33312 (954)266-2700 Fx: (954)266-2701 sma@saltzmichelson.com

AA-0009976

Sheff L. Devier Ill AR0007699

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Project No.:

B2025-0l02

Drawn By:

CF

Checked By:

SD

Date:

6/6/2025

REVISIONS

D 1.0

2025-102 D 1.0