THE FIELD DATA UPON WHICH THIS PLAT IS BASED HAS A CLOSURE PRECISION OF ONE FOOT IN 19,325 FEET

EXISTING LOT COVERAGE CALCULATIONS (IN Sq.Ft.):

EXISTING LOT COVERAGE CALCULATIONS (IN Sq.Ft.):

2740 LOT AREA = 6862¶

2746 LOT AREA = 6,494¶

DWELLING AREA = 1,397.7

DWELLING AREA = 2,028.5

—

|

DRIVEWAY = 811.0

DRIVE WAY

= 225.3

WALKWAY = 147.3

WALKWAY

= 49.2

PORCH & STEPS = 62.2

PORCH & STEP = 49.2

DECK & STEPS = 154.5

PATIO & STEPS = 99.7

AIC PADS = 13.7

DECK & STEPS = 284.1

CONCRETE LANDING = 3.5

REAR STEPS = 33.3 WALLS = 42.6

TOTAL IMPERVIOUS AREA = 2,609.9

A/C PADS = 16.7

LOT COVERAGE = 38.03% TOTAL IMPERVIOUS AREA = 2,779.4

LOT COVERAGE = 42.80%

AND AN ANGULAR ERROR OF 01" PER ANGLE POINT AND WAS ADJUSTED USING THE COMPASS RULE. THIS PLAT HAS BEEN CALCULATED FOR CLOSURE AND IS FOUND TO BE ACCURATE WITHIN ONE FOOT IN

2746 = 42,117 FEET.¶

2740 = 135,299 FEET.¶

|

A LEICA 1813 03" R500 TOTAL STATION WAS USED TO OBTAIN ANGULAR AND LINEAR MEASUREMENTS. GRID LOCATION & TOPOGRAPHIC DATUM OBTAINED USING A DUAL FREQUENCY

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LEICA GS14 RECEIVER AND

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GEORGIA LEICA RTK NETWORK. DATUM = NAVD'88.

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THIS PROPERTY 1S NOT LOCATED INSIDE A DESIGNATED F.LA. SPECIAL FLOOD HAZARD AREA AS PER DEKALB

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2740 AREA = 0.16 ACRE EXISTING¶

2746 AREA = 0.15 ACRE EXISTING¶

—

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SITE INFORMATION RS-50 (CITY OF BROOKHAVEN) REQUIREMENTS

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50! FEET MINIMUM

MINIMUM LOT AREA:

6000 S.F.

FRONT

CHRISTOPHER & COLLEEN JONES

&

LOT WIDTH:

MINIMUM YARD ADJACENT TO PUBLIC STREET

N/F

S

3

SUBDIVIDED AS

GROVE PLACE SUBDIVISION

YARD:

5 FEET

SIDE YARD:

5 FEET

REAR YARD:

30 FEET

MAXIMUM LOT COVERAGE:

35 PERCENT

MAXIMUM BUILDING HEIGHT:

40 FEET

(PB 96, PG 114)

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SABN LLC

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(DB 24313, PG 438) SUBDIVIDED AS

KENDRICK

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COUNTY FLOOD INSURANCE RATE MAP #13089C0052K, EFFECTIVE DATE: 08-15/2019.

PROPERTY ZONED: RS-50

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2752 GROVE STREET¶

(PB 11, PG 64) ZONED: RS—30

2733 OSBORNE ROAD¶

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S$30°53'38"W 65.01’ (DEED=65.00’)

S30°52'18"W 63.44’

N37°11734"W

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S7618'20"W 28.24" (DEED=28.32’)

LEGEND Al

= ANGLE IRON

LLL

= =LAND LOT LINE

AIF

—= ANGLE IRON FOUND

LP

= LIGHT POLE

BL

= BUILDING LINE

MH ~— =MANHOLE

BM

= BENCH MARK

OH

CB

= CATCH BASIN

OHP

= OVERHEAD POWER

CL

= CENTERLINE

OTF

= =OPEN TOP FOUND

CLF

= CHAIN LINK FENCE

PDB

CMF = CONCRETE MONUMENT FOUND PL

= =OVERHANG

= POWER DISTRIBUTION BOX

PP

= POWER POLE

CO

=CLEAN OUT

RBF

— = REBAR FOUND

CP

= CALCULATED POINT

RCP — = REINFORCED CONCRETE PIPE

CTF

= CRIMP TOP FOUND

R/W

= RIGHTS-OF-WAY

CS

= CRAWL SPACE

SPIG.

= SPIGOT

DE

= DRAINAGE EASEMENT

SPK

= SPRINKLER

SS SSE

= SANITARY SEWER = SANITARY SEWER EASEMENT

DS — = DOWNSPOUT DI = = DROP INLET

W(NGEORGSITAHD)

= PROPERTY LINE

CMP = CORRUGATED METAL PIPE

SWCB TOP=973.87

INV IN=968.74

INV Ww

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A

DWCB = DOUBLE WING CATCH BASIN SSMH_ = SANITARY SEWER MANHOLE EM = ELECTRIC METER SWCB = SINGLE WING CATCH BASIN EP

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TELEPHONE BOX

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CW = GUY WIRE HW" = HEAD WALL ICV

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IPS

JB

LST

UNK

= UNKNOWN

WE — =WOOD FENCE WIF = WROUGHT IRON FENCE wa,

= WATER METER

= IRON PIN SET

WP

= WITNESS PIN

=JUNCTION BOX

YI

= YARD INLET

= LANDSCAPE TIMBER

TOP=9 74.01 INV OUT=968.84

GS#&TR2O/7E4V06ET COBDGREIKURTFHA~NGLVIYEBAN,

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(DEED=63.31’)

85.59’ (DEED=85.52’)

EXISTING

N

CONDITIONS SHEET

THIS DRAWING SHEET 1S REQUIRED BY DEKALB

GRAPHIC SCALE

COUNTY GIS DEPARTMENT AND IS IMMEDIATELY SUPERCEEDED WITH RECORDING OF NEXT SHEET INDICATING FINAL LOT

CONFIGURATION.

10

10

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20

30

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DRAWING NUMBER