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 BYA 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 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

2740 LOT AREA = 7,110¶

2746 LOT AREA = 6,246¶

D ve'ne 3 i *77

D Pe WyWA > 0. 5.5

WALKWAY

2 147.3

7

WALKWAY

= 49.2

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

PORCH & STEPS

2.2

PORCH & STEP - 49.2

SECTION 15-6-67

DECK & STEPS = 154.5

PATIO & STEPS = 99.7

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THIS BLOCK RESERVED FOR THE CLERK OF THE SUPERIOR COURT

FINAL LOT COVERAGE CALCULATIONS (IN 5q.Ft):

7

\

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

FINAL LOT COVERAGE CALCULATIONS (IN 5q.Ft.):

i

No. 2661 PROFESSIONAL

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= : w=

ge

A/C PADS = 13.7

DECK & STEPS = 284.1

TOTAL IMPERVIOUS AREA = 2,609.9

1st FLOOR CANTILEVER = 20.6

CONCRETE LANDING = 3.5

REAR STEPS = 33.3

WALLS = 42.6

LOT COVERAGE = 36.71%

A/C PADS = 16.7

=

TOTAL IMPERVIOUS AREA = 2,849.2

LOT COVERAGE = 45.62%

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Virgil F. Gaddyff,GA PLS # 2661

DATE

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ZONED: RS— 30

2746 AREA = 0.14 ACRE PROPOSED)¶

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

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REQUIRE A CITY OF BROOKHAVEN BOARD OF APPEALS APPROVAL OR JUDGE'S ORDER FROM THE DEKALB

SUBDIVIDED AS

COUNTY SUPERIOR COURT.

GROVE PLACE SUBDIVISION

SITE INFORMATION RS-50 (CITY OF BROOKHAVEN) REQUIREMENTS

2752 GROVE STREET¶

VS

LOT WIDTH:

50' FEET MINIMUM

MINIMUM LOT AREA:

6000 S.F.

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

MINIMUM YARD ADJACENT TO PUBLIC STREET FRONT

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&

DISTRICT CREATED BY

DEGREE OF NON-CONFORMITY (IN REGARDS TO SETBACK REQUIREMENTS AND/OR LOT COVERAGE) WOULD

ZONED: RS—50

fse

CURRENT ZONING SETBACKS ARE SHOWN IN SITE INFORMATION

COUNTY CONDITIONAL ZONING NOR THE OSBORNE ROAD OVERLAY

(PB 96, PG 114)

©

CURRENTLY REVIEWS INDIVIDUAL SITE SPECIFIC CONDITIONS IN

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

ON

2733 OSBORNE ROAD¶

2740 AREA = 0.16 ACRE PROPOSED)¶

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

CHRISTOPHER & COLLEEN JONES (DB 23340, PG 333)

—_/

(PB 11, PG 64)

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

N/F

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THIS PROPERTY IS

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

DETERMINING DEVELOPMENT CONSTRAINTS.

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SUBDIVIDED AS KENDRICK ESTATE SUBDIVISION

LEICA GS14 RECEIVER AND

GEORGIA LEICA RTK NETWORK. DATUM = NAVD'88.

CZ-92068), CITY OF BROOKHAVEN STAFF¶

alg |

(DB 24313, PG 438)

GRID LOCATION & TOPOGRAPHIC DATUM OBTAINED USING A DUAL FREQUENCY

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

=

N/F

| 2 1 0 0 1 5 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.

Re 30

FNFLP

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

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

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YARD:

5S FEET

SIDE YARD:

5 FEET

REAR YARD:

30 FEET

MAXIMUM LOT COVERAGE:

35 PERCENT

MAXIMUM BUILDING HEIGHT:

40 FEET

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= 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

CL

= CENTERLINE

OTF

= OPEN TOP FOUND

CLF

= CHAIN LINK FENCE

PDB

= POWER DISTRIBUTION BOX

CMF = CONCRETE MONUMENT FOUND PL

CMP = CORRUGATED METAL PIPE

CO

=CLEAN OUT

PP RBF

= =LAND LOT LINE

CP

= CALCULATED POINT

RCP = = REINFORCED CONCRETE PIPE

CTF

= CRIMP TOP FOUND

R/W

= RIGHTS-OF-WAY

DE

= DRAINAGE EASEMENT

SPK

= SPRINKLER

DI

= DROP INLET

SSE = = SANITARY SEWER EASEMENT

DS = DOWNSPOUT

SS

= SANITARY SEWER

DWCB = DOUBLE WING CATCH BASIN SSMH_ = SANITARY SEWER MANHOLE

EM == ELECTRIC METER

SWCB = SINGLE WING CATCH BASIN

FFE

= FINISH FLOOR ELEVATION

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FH

= FIRE HYDRANT

FP = FIRE PIT

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HW

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=

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ICV

= IRRIGATION CONTROL VALVE

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INV OUT=968.84

= VENT WELL

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= WROUGHT IRON FENCE = YARD INLET

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N37°11734"W 85.59" (DEED=85.52’)

FINAL LOT CONFIGURA TION S| TEET 10

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DRAWING NUMBER