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

AS REQUIRED BY SUBSECTION (d) OF O.C.G.A. SECTION 15-6-67, THIS PLAT HAS BEEN PREPARED BY

A LAND

SURVEYOR AND APPROVED BY ALL APPLICABLE LOCAL JURISDICTIONS FOR RECORDING AS EVIDENCED BY APPROVAL CERTIFICATES, SIGNATURES,

STAMPS OR STATEMENTS HEREON. SUCH APPROVALS OF

AFFIRMATIONS SHOULD BE CONFIRMED WITH THE APPROPRIATE GOVERNMENTAL BODIES BY ANY PURCHASER

\

OR USER OF THIS PLAT AS TO INTENDED USE OF ANY PARCEL. FURTHERMORE, THE UNDERSIGNED LAND

SURVEYOR CERTIFIES THAT THIS PLAT COMPLIES WITH THE MINIMUM TECHNICAL STANDARDS FOR PROPERTY SURVEYS IN GEORGIA AS SET FORTH IN THE RULES AND REGULATIONS OF THE GEORGIA BOARD OF

\itllitiiny,

=

/

=k!

Oo R " “y, ee \STEma, / % No 2661

PROFESSIONAL

|

DWELLING AREA = 1,397.7

DWELLING AREA = 2,028.5

i

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 WALLS = 42.6 Ist FLOOR CANTILEVER = 20.6

=

AIC PADS = 16.7

: w= TOTAL IMPERVIOUS AREA = 2,849.2

& $F

LOT COVERAGE = 45.62%

ma ES iy Breen SS

“,

2746 LOT AREA = 6,246¶

G9

OY 445

THIS BLOCK RESERVED FOR THE CLERK OF THE SUPERIOR COURT

2740 LOT AREA = 7,110¶

WALKWAY = 147.3

SECTION 15-6-67

SOG

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

DRIVEWAY = 811.0

REGISTRATION FOR PROFESSIONAL ENGINEERS AND LAND SURVEYORS AND AS SET FORTH IN O.C.G.A.

s

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

GADDX Kt

1"OTF f

\

Se 3G

Virgil F. Gaddvff, (GA PLS # 2661

SIIS/L9 DATE

I~

=

ma|

ay

|

SURVEY NOTE 1) CALCULATED BREAK POINT ON NEW PROPERTY LINE BETWEEN LOTS 1 AND 2 IS LOCATED

LOT WIDTH:

50' FEET MINIMUM

MINIMUM LOT AREA:

6000 S.F.

FRONT

ON

”

&

CURRENT ZONING SETBACKS ARE SHOWN IN SITE INFORMATION

MINIMUM YARD ADJACENT TO PUBLIC STREET

My

(PB 11, PG 64)

CURRENTLY REVIEWS INDIVIDUAL SITE SPECIFIC CONDITIONS IN

RS-50 (CITY OF BROOKHAVEN) REQUIREMENTS

ZONED: RS—5SO

2752 GROVE STREET¶

a)

Sop Ve &Or

2733 OSBORNE ROAD¶

2746 AREA = 0.14 ACRE PROPOSED)¶

SITE INFORMATION

JONES

SUBDIVIDED AS GROVE PLACE SUBDIVISION

COW»,

ZONED: RS— 30

2740 AREA = 0.16 ACRE PROPOSED)¶

PLANNING AND ZONING REVIEW.

(PB 96, PG 114)

KENDRICK ESTATE SUBDIVISION

NOT LOCATED INSIDE A DESIGNATED F.LA, SPECIAL FLOOD HAZARD AREA AS PER DEKALB

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

(DB 23340, PG 333)

N /F

SUBDIVIDED AS

THIS PROPERTY IS

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

DETERMINING DEVELOPMENT CONSTRAINTS.

~~

CHRISTOPHER & COLLEEN

3

LLC

LEICA GS14 RECEIVER AND

GEORGIA LEICA RTK NETWORK. DATUM = NAVD'88.

CZ-92068), CITY OF BROOKHAVEN STAFF¶

N/F

SABN

GRID LOCATION & TOPOGRAPHIC DATUM OBTAINED USING A DUAL FREQUENCY

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

S

=I ma

(DB 24313, PG 438)

| 5 1 0 1 6 1 2 5 4 PNRUOM.BECRT MA-24-01

A LEICA T$13 03" R500 TOTAL STATION WAS USED TO OBTAIN ANGULAR AND LINEAR MEASUREMENTS.

PROPERTY ZONED: RS-50

g lo

) (10 —_/

DRAWING

2740 = 135,299 FEET.¶

N 58°21'33" W ~ 0.83 FEET FROM A 172"REBAR SET AS A WITNESS PIN.

on

V

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

2746 = 42,117 FEET.¶

AT SOUTHWEST CORNER OF A 4" X 4" WOOD FENCE POST - SAID CALCULATED POINT 1S LOCATED

~

TTT TL

AND AN ANGULAR ERROR OF 01" PER ANGLE POINT AND WAS ADJUSTED USING THE COMPASS RULE.

pt OAK

YARD:

GSUARDVEYING LCOA#UETRHS.TIRF0ISZ1AC0TA.I1TOE4NPCOA#UETREH.TFIRFIEOZ5ACT4A.IT5OE0N

5 FEET

SIDE YARD:

5 FEET

REAR YARD:

30 FEET

MAXIMUM LOT COVERAGE:

35 PERCENT

MAXIMUM BUILDING HEIGHT:

4O FEET

(N/A -

COURT ORDER)

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$30°53'38"W 62.60’ /

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$58°39'40"E 53.94’

S30°52'21"°W 65.86’

(DEED=85.52’)

L1&2OTS

S7618'20"W 28.24' (DEED=28.32’)

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

CL

CLF

= = CENTERLINE

= CHAIN LINK FENCE

OTF

PDB

CMF = CONCRETE MONUMENT FOUND PL

= LAND LOT LINE

= OVERHEAD POWER =OPEN TOP FOUND

— = POWER DISTRIBUTION BOX

= PROPERTY LINE

CMP = CORRUGATED METAL PIPE

PP

CO

=CLEAN OUT

RBF

= =REBAR FOUND

CP

= CALCULATED POINT

RCP

= = REINFORCED CONCRETE PIPE

CTF

= CRIMP TOP FOUND

RW

= RIGHTS-OF-WAY

DE

= DRAINAGE EASEMENT

SPK

= SPRINKLER

SS SSE

= SANITARY SEWER = SANITARY SEWER EASEMENT

DS = = DOWNSPOUT DI = DROP INLET

DWCB = DOUBLE WING CATCH BASIN

EFM EP

= ELECTRIC METER

= EDGE OF PAVEMENT

FFE = FINISH FLOORELEVATION

iMoe ne VETER OW = GUY WIRE AW = HEAD WALL

= POWER POLE

=

INV OUT=968 64

;

xN x oe

Zz

PP

Q

jaa

iS)

ry UNK

= TELEPHONE BOX

regpHONE POLE = UNKNOWN

UE

= UTILITY EASEMENT

VW

= VENT WELL

aM

= WATER METER

WF = = WOOD FENCE WIF = WROUGHT IRON FENCE

= IRRIGATION CONTROL VALVE

IPS

= IRON PIN SET

WP

= WITNESS PIN

JB

=JUNCTION BOX

YI

= YARD INLET

= LANDSCAPE TIMBER

Nv Nees54

SSMH_ = SANITARY SEWER MANHOLE

ICV

LST

E kay

SWCB

SWCB = SINGLE WING CATCH BASIN 7B

TOP=9 74.01 INV OUT=968.84

GS#&TR2O/7E4V06ET COBDGREIKURTFHAN~GLVIYEBAN,

GLRPFECONOFIGARUTN:IO S#&2TR7OE4V60ET GPSUBRLDIOAVIVCSIEON(BP19OA46LGKE)A,TLD2&1IAOS84TNRT~I01DSCHT

N37°11°34°W 85.59"

FINAL LOT CONFIGURATION SHEET 10

O

10

20

30

3APOTPBGF-#DE

.

J

DRAWING NUMBER