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

—

LOT

COVERAGE CALCULATIONS (IN Sq.Ft):

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

2740 LOT AREA = 7,110¶

2746 LOT AREA = 6,246¶

DWELLING AREA = 1,397.7

DWELLING AREA = 2,028.5

DRIVEWAY = 811.0 WALKWAY = 147.3

\

DRIVE WAY

= 225.3

WALKWAY

= 49.2

PORCH & STEPS = 82.2

PORCH & STEP = 49.2

DECK & STEPS = 154.5

PATIO & STEPS = 99.7

A/C PADS = 13.7

DECK & STEPS = 284.1

CONCRETE LANDING = 3.5

REAR STEPS = 33.3

TOTAL IMPERVIOUS AREA = 2,609.9

A/C PADS = 16.7

WALLS = 42.6 ww

LOT COVERAGE = 36.71%

TOTAL IMPERVIOUS AREA = 2,779.4

LOT COVERAGE = 44.50%

AND AN ANGULAR ERROR OF O01" PER ANGLE POINT AND WAS ADJUSTED USING THE COMPASS RULE.

THIS PLAT HAS BEEN CALCULATED FOR CLOSURE AND 1S FOUND TO BE ACCURATE WITHIN ONE FOOT IN

2746 = 42,117 FEET.¶

DRAWING

| 1 2 0 0 1 5 2 4 5 PNRUOM.BECRT MA-24-01

2740 = 135,299 FEET.¶

A LEICA TS13 03" R500 TOTAL STATION WAS USED TO OBTAIN ANGULAR AND LINEAR MEASUREMENTS.

GRID LOCATION & TOPOGRAPHIC DATUM OBTAINED USING A DUAL FREQUENCY

LEICA GS14 RECEIVER AND

GEORGIA LEICA RTK NETWORK. DATUM = NAVD'88.

FIELD

THIS PROPERTY 1S NOT LOCATED INSIDE A DESIGNATED F.1A. SPECIAL FLOOD HAZARD AREA AS PER DEKALB COUNTY FLOOD INSURANCE RATE MAP #13089C0052K, EFFECTIVE DATE: 08-15/2019.

2740 AREA = 0.16 ACRE PROPOSED)¶

2746 AREA = 0.14 ACRE PROPOSED)¶

SURVEY NOTE 1) CALCULATED BREAK POINT ON NEW PROPERTY LINE BETWEEN LOTS 1 AND 2 IS LOCATED AT SOUTHWEST CORNER OF A 4" X 4" WOOD FENCE POST - SAID CALCULATED POINT 1S LOCATED

\

1"OTF

N 58°21'33" W ~ 0.83 FEET FROM A 172"REBAR SET AS A WITNESS PIN. PROPERTY ZONED: RS-50

ue

SETBACKS SHOWN ARE BASED ON RECORDED FINAL PLAT (DEKALB COUNTY CONDITIONAL ZONING CASE

gle, S\c Zz

CZ-92068), CITY OF BROOKHAVEN STAFF¶

ae)~

OP 4

© 3

NS

N/F

/

LLC

yy

Lg

(DB 24315, PG 438)

Colm Sa?

SUBDIVIDED AS

KENDRICK

\

ESTATE SUBDIVISION

a

ms

©

ee 5 \

PLANNING AND ZONING REVIEW. CURRENTLY, THE CITY OF BROOKHAVEN DOES NOT HONOR DEKALB COUNTY CONDITIONAL

ZONING NOR THE OSBORNE ROAD OVERLAY

DEGREE OF NON-CONFORMITY (IN REGARDS TO SETBACK REQUIREMENTS AND/OR LOT COVERAGE) WOULD REQUIRE A CITY OF BROOKHAVEN BOARD OF APPEALS APPROVAL OR JUDGE'S ORDER FROM THE DEKALB

SUBDIVIDED AS GROVE PLACE SUBDIVISION

COUNTY SUPERIOR COURT.

(PB 96, PG 114)

SITE INFORMATION

RS-50 (CITY OF BROOKHAVEN) REQUIREMENTS

ZONED: RS—50

2752 GROVE STREET¶

LOT WIDTH:

50' FEET MINIMUM

MINIMUM LOT AREA:

6000 S.F.

MINIMUM YARD ADJACENT

ZONED: RS— 30

2755 OSBORNE ROAD¶

FRONT

SP

21”PEAR Pia

al

DISTRICT CREATED BY

UNINCORPORATED DEKALB PRIOR TO THE CREATION OF THE CITY OF BROOKHAVEN. AN INCREASE IN THE

(PB 11, PG 64)

”

CURRENT ZONING SETBACKS ARE SHOWN IN SITE INFORMATION

SECTION HEREON. FINAL BUILDING SETBACK REQUIREMENTS ARE SUBJECT TO CITY OF BROOKHAVEN

CHRISTOPHER & COLLEEN JONES (DB 23340, PG 333)

co

CURRENTLY REVIEWS INDIVIDUAL SITE SPECIFIC CONDITIONS IN

DETERMINING DEVELOPMENT CONSTRAINTS.

N/F

S &

(10) Wy SABN

(3) 5

a

TO PUBLIC STREET

YARD:

5 FEET

SIDE YARD:

5 FEET

REAR YARD:

30 FEET

MAXIMUM LOT COVERAGE:

35 PERCENT

MAXIMUM BUILDING HEIGHT:

40 FEET

aV oy

A\

13” PEAR

SA

21 PEAR

Xs 15”PEAR

fey

O

J sp

S30°53'38"W 62.60’

S$58°39'40"E 53.94’

S30°52’21"W 65.86’

L1&2OTS

S76'18'20"W 28.24 (DEED=28.32’)

LEGEND Al

= ANGLE IRON

LLL

AIF

—=ANGLE IRON FOUND

LP

= LIGHT POLE

BL

= BUILDING LINE

MH

= MANHOLE

BM

= BENCH MARK

OH

= OVERHANG

CB

= CATCH BASIN

OHP

= OVERHEAD POWER

OTF

= OPEN TOP FOUND

CL

CLF

= = CENTERLINE

= CHAIN LINK FENCE

PDB

= LAND LOT LINE

= POWER DISTRIBUTION BOX

CMF = CONCRETE MONUMENT FOUND PL

= PROPERTY LINE

CMP = CORRUGATED METAL PIPE

PP

= POWER POLE

CO

RBF

= REBAR FOUND

=CLEAN OUT

CP

=CALCULATED POINT

RCP

= REINFORCED CONCRETE PIPE

CTF

= CRIMP TOP FOUND

R/W

= RIGHTS-OF-WAY

CS

=CRAWL SPACE

SPIG

DE

— = DRAINAGE EASEMENT

SPK SS

= SANITARY SEWER

DI

= DROP INLET

SSE

= SANITARY SEWER EASEMENT

SSMH SWCB

EP

TB

FFE FH

= = EDGE OF PAVEMENT = FINISH FLOOR ELEVATION — = FIRE HYDRANT

1p UNK

FP

=FIRE PIT

UE

GM

=GAS METER

VW

GW

= GUY WIRE

WE

HW

=HEAD WALL

WIE

ICV

=IRRIGATION CONTROL VALVE

WM

IPS

=IRON PIN SET

wp

JB

= =JUNCTION BOX

YI

LST

— = LANDSCAPE TIMBER

e

A

INV IN=968,74.

W(NGEORGSITAHD)

PP

= SPRINKLER

== DOWNSPOUT

EM — = FLECTRIC METER

TOP=973.97

INV W

= SPIGOT

DS

DWCB = DOUBLE WING CATCH BASIN

SWCB

= SANITARY SEWER MANHOLE

= SINGLE WING CATCH BASIN

N

= TELEPHONE BOX = TELEPHONE POLE = UNKNOWN = UTILITY EASEMENT

TOP=974.01 INV OUT=968.84

FINAL LOT

CONFIGURATION SHEET

= VENT WELL

GRAPHIC SCALE

= WOOD FENCE = WROUGHT IRON FENCE = WATER METER = WITNESS PIN

= YARD INLET

GS#&TR2O/7E4V06ET COBDGREIKURTFHA~NGLVYIEBAN,

GLRPFECONOFIGARUTN:IO S#&2TR7OE4V6E0T GPSURBLDIOAVIVCSIEON(BP19AO46GLE)A,KTLD21&IAOS84TNR~I10DSHCT

N37°11°34"W 85.59’ (DEED=85.52’)

10

10

GG| YM!

20

YM

1 INCH = 10 FEET

30

VVMMMM@M!TM’wét

3APO[PBGF-#DE

.

J

DRAWING NUMBER