Original Boundary Survey_West Peachtree Stree.pdf

WEST PEACHTREE STREET

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KELLY STREET

OWNERSHIP IN

QUESTION

0.009 ACRES

(408 SQ. FT.)

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RIGHT-OF-WAY VARIES

TRACT ONE - B

0.357 ACRES

TRACT ONE - A

1.068 ACRES

TRACT TWO

0.192 ACRES

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LINE

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LENGTH

49.71'

144.38'

30.62'

31.45'

28.72'

2.56'

49.99'

0.87'

BEARING

N28°51'30"W

N28°51'30"W

N51°07'42"E

N77°05'26"W

N42°19'17"W

N52°43'33"W

N55°52'07"W

S33°04'55"E

C U R V E T A B L E

CURVE

C1

C2

C3

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LENGTH

67.70'

115.32'

64.73'

30.16'

RADIUS

1,237.54'

6,695.14'

6,695.14'

6,695.14'

CHORD

67.69'

115.32'

64.73'

30.16'

BEARING

N29°39'37"W

S60°45'44"W

S59°59'30"W

S59°35'09"W

PROPERTY INFORMATION:

WEST PEACHTREE STREET

NORCROSS, GEORGIA 30071

TAX PARCELS: 6253 003A & 6253 025

ZONING: R75

ZONING INFORMATION TAKEN FROM CITY OF NORCROSS ZONING MAPS.

PLAT & DEED REFERENCES:

BOUNDARY SURVEY FOR GWINNETT COUNTY DEPARTMENT OF WATER

RESOURCES, PRECISION PLANNING, INC., DATED 2/7/13, RECORDED IN PLAT

BOOK 129, PAGE 267, GWINNETT COUNTY RECORDS.

OTHERS AS NOTED ON SURVEY.

THE TITLE RESEARCH PERFORMED IN THE PREPARATION OF THIS SURVEY IS

LIMITED TO THE INFORMATION NECESSARY TO RETRACE THE BOUNDARY

LINES OF THE SUBJECT PROPERTY AND THE ADJOINERS. THIS SURVEY

DOES NOT CONSTITUTE A TITLE EXAMINATION, MATTERS OF RECORD WHICH

AFFECT THE SUBJECT PROPERTY MAY NOT BE SHOWN HEREON.

SURVEY NOTES:

1.) ALL AREA INCLUDES EASEMENTS WITHIN.

2.) ONLY MAIN STRUCTURES AND IMPROVEMENTS WITHIN 10' OF BOUNDARY

LINES ARE SHOWN HEREON AT THIS TIME, OTHER IMPROVEMENTS EXIST

WITHIN.

3.) THE TITLE RESEARCH PERFORMED IN THE PREPARATION OF THIS

SURVEY IS LIMITED TO THE INFORMATION NECESSARY TO RETRACE THE

BOUNDARY LINES OF THE SUBJECT PROPERTY AND THE ADJOINERS. THIS

SURVEY DOES NOT CONSTITUTE A TITLE EXAMINATION, MATTERS OF

RECORD WHICH AFFECT THE SUBJECT PROPERTY MAY NOT BE SHOWN

HEREON.

EQUIPMENT USED:

A TRIMBLE S6 ROBOTIC TOTAL STATION, TOPCON QS3A & A CHAMPION TKO

GNSS ROVER, CONNECTED TO THE eGPS GNSS REAL TIME NETWORK WAS

USED TO OBTAIN THE LINEAR & ANGULAR MEASUREMENTS USED IN THE

PREPARATION OF THIS PLAT.

FIELD CLOSURE STATEMENT:

THE FIELD DATA UPON WHICH THIS PLAT IS BASED HAS A CLOSURE

PRECISION OF ONE FOOT IN 32,157 & AN ANGULAR ERROR OF 08 SECONDS

PER ANGLE POINT & WAS ADJUSTED USING LEAST SQUARES.

THE FIELD SURVEY WAS COMPLETED ON 11/3/17.

PLAT CLOSURE STATEMENT:

THIS PLAT HAS BEEN CALCULATED FOR CLOSURE & IS ACCURATE WITHIN

ONE FOOT IN- AS NOTED ON SURVEY.

HORIZONTAL & VERTICAL DATUM:

HORIZONTAL: NORTH AMERICAN DATUM OF 1983 GEORGIA STATE PLANE,

WEST ZONE.

VERTICAL: NORTH AMERICAN VERTICAL DATUM OF 1988.

UNIT OF MEASUREMENTS IS U.S. SURVEY FOOT.

DISTANCES SHOWN ARE HORIZONTAL AT GROUND LEVEL.

THE DATUMS FOR THIS SURVEY WAS ESTABLISHED UTILIZING GLOBAL

NAVIGATION SATELLITE SYSTEM (GNSS) BASED ON POSITIONAL VALUES FOR

THE VIRTUAL REFERENCE STATION NETWORK (VRS) PROVIDED BY eGPS

SOLUTIONS.

FLOOD NOTE:

BY GRAPHICAL PLOTTING ONLY, NO PORTION OF THE SURVEYED AREA LIES

WITHIN A 100 YEAR FLOOD HAZARD AREA PER FIRM PANEL 13135C0081G,

DATED MARCH 4, 2013.

THIS OPINION IS NOT A CERTIFICATION OF FLOOD HAZARD STATUS, BUT IS A

INTERPRETATION OF THE REFERENCED MAP AND PUBLIC DATA. IF THE

EXACT LOCATION OF ELEVATION(S) OF FLOOD HAZARD BOUNDARIES ARE

NECESSARY, A MORE DETAILED STUDY MAY BE NEEDED. THIS FIRM

ASSUMES NO RESPONSIBILITY OR LIABILITY FOR THE ACCURACY OF THE

ABOVE REFERENCED MAP OR PUBLIC DATA.

THIS PLAT WAS PREPARED FOR THE EXCLUSIVE USE OF THE PERSON(S) OR

ENTITY NAMED IN THE CERTIFICATE HEREON. SAID CERTIFICATE DOES NOT

EXTEND TO ANY UNNAMED PERSON WITHOUT AN EXPRESS RE-CERTIFICATION BY

THE SURVEYOR NAMING SAID PERSON. PURSUANT TO RULE 180-6.09 OF THE

GEORGIA STATE BOARD OF REGISTRATION FOR PROFESSIONAL ENGINEERS AND

LAND SURVEYORS, THE TERM "CERTIFY" OR "CERTIFICATION RELATING TO LAND

SURVEYING SERVICES SHALL MEAN A SIGNED STATEMENT BASED ON FACTS AND

KNOWLEDGE KNOWN TO THE LAND SURVEYOR AND IS NOT A GUARANTEE OR

WARRANTY EITHER EXPRESSED OR IMPLIED.

INFORMATION REGARDING THE REPUTED PRESENCE, SIZE, CHARACTER AND

LOCATION OF EXISTING UNDERGROUND UTILITIES AND STRUCTURES IS

SHOWN HEREON. THERE IS NO CERTAINTY OF THE ACCURACY OF THIS

INFORMATION AND IT SHALL BE CONSIDERED IN THAT LIGHT BY THOSE USING

THIS DRAWING. THE LOCATION AND ARRANGEMENT OF UNDERGROUND

UTILITIES AND STRUCTURES SHOWN HEREON MAY BE INACCURATE AND

UTILITIES AND STRUCTURES NOT SHOWN MAY BE ENCOUNTERED. THE

OWNER, HIS EMPLOYEES, HIS CONSULTANTS AND HIS CONTRACTORS SHALL

HEREBY DISTINCTLY UNDERSTAND THAT THE SURVEYOR IS NOT

RESPONSIBLE FOR THE CORRECTNESS OR SUFFICIENCY OF THIS

INFORMATION.

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TRACT ONE - A = 1.068 ACRES

TRACT ONE - B = 0.357 ACRES

ACREAGE CHART

TOTAL = 1.617 ACRES

VICINITY MAP

SITE

TRACT TWO = 0.192 ACRES

L A N D D E S C R I P T I O N

Tract One - A

All that tract or parcel of land lying and being in The City of Norcross, Land Lot 253 of the 6th Land District, Gwinnett County, Georgia and being more particularly described as follows;

To find The Point of Beginning, commence at the intersection of the Northerly

Right-of-Way of West Peachtree Street (Right-of-Way Varies) and the Easterly

Right-of-Way of Langford Drive (apparent Right-of-Way Varies, if extended to form a

Point, said point marked by a P.K. Nail Found; THENCE leaving said Point North 28 degrees 51 minutes 30 seconds West for a distance of 49.71 feet to an ½” Rebar

Found along the Easterly Right-of-Way of Langford Drive, said point being THE TRUE

POINT OF BEGINNING.

THENCE from said point as thus established and continuing along said Right-of-Way of Langford Drive for the following three(3) courses and distances, North 28 degrees

51 minutes 30 seconds West for a distance of 144.38 feet to a Point; THENCE along a curve to the left having a radius of 1,237.54 feet and an arc length of 67.70 feet and being subtended by a chord of North 29 degrees 39 minutes 37 seconds West for a distance of 67.69 feet to an ½” Rebar Found; THENCE North 51 degrees 07 minutes

42 seconds East for a distance of 30.62 feet to an ½” Rebar Found; THENCE leaving said Right-of-Way, North 51 degrees 07 minutes 42 seconds East for a distance of

161.84 feet to an Iron Pin Set; THENCE South 33 degrees 04 minutes 55 seconds

East for a distance of 87.85 feet to a 1” Open Top Pipe found at an Angle Iron and

Fence Post; THENCE South 33 degrees 04 minutes 55 seconds East for a distance of

118.71 feet to a ½” Rebar Found; THENCE South 47 degrees 56 minutes 59 seconds

West for a distance of 113.16 feet to an ½” Rebar Found; THENCE South 30 degrees

00 minutes 49 seconds East for a distance of 61.31 feet to ½” Rebar Found, said Point being along the aforesaid Northerly Right-of-way of West Peachtree Street; THENCE continuing along said Right-of-Way following along a curve to the left having a radius of 6,695.14 feet and an arc length of 64.73 feet and being subtended by a chord of

South 59 degrees 59 minutes 30 seconds West for a distance of 64.73 feet to an ½”

Rebar Found at the Mitered Right-of-Way of Langford Drive; THENCE along the

Mitered Right-of-Way of Langford Drive and West Peachtree Street for the following two(2) courses and distances, North 77 degrees 05 minutes 26 seconds West for a distance of 31.45 feet to an ½” Rebar Found; THENCE North 42 degrees 19 minutes

17 seconds West for a distance of 28.72 feet to an ½” Rebar Found, said point being the TRUE POINT OF BEGINNING.

Said property contains 1.068 acres.

L A N D D E S C R I P T I O N

Tract One - B

All that tract or parcel of land lying and being in The City of Norcross, Land Lot 253 of the 6th Land

District, Gwinnett County, Georgia and being more particularly described as follows;

To find The Point of Beginning, commence at the intersection of the Northerly Right-of-Way of West

Peachtree Street (Right-of-Way Varies) and the Easterly Right-of-Way of Langford Drive (apparent

Right-of-Way Varies, if extended to form a Point, said point marked by a P.K. Nail Found; THENCE leaving said Point North 28 degrees 51 minutes 30 seconds West for a distance of 49.71 feet to an ½”

Rebar Found along the Easterly Right-of-Way of Langford Drive; THENCE continuing along said

Right-of-Way of Langford Drive for the following three(3) courses and distances, North 28 degrees 51 minutes 30 seconds West for a distance of 144.38 feet to a Point; THENCE along a curve to the left having a radius of 1,237.54 feet and an arc length of 67.70 feet and being subtended by a chord of

North 29 degrees 39 minutes 37 seconds West for a distance of 67.69 feet to an ½” Rebar Found;

THENCE North 51 degrees 07 minutes 42 seconds East for a distance of 30.62 feet to an ½” Rebar

Found; THENCE leaving said Right-of-Way, North 51 degrees 07 minutes 42 seconds East for a distance of 161.84 feet to an Iron Pin Set, said point being THE TRUE POINT OF BEGINNING.

THENCE from said point as thus established, North 51 degrees 07 minutes 42 seconds East for a distance of 167.35 feet to a ½” Rebar Found; THENCE South 32 degrees 40 minutes 27 seconds East for a distance of 99.53 feet to a 3/4” Solid Bar Found; THENCE South 55 degrees 07 minutes 13 seconds West for a distance of 165.87 feet to a 1” Open Top Pipe found at an Angle Iron and Fence

Post; THENCE North 33 degrees 04 minutes 55 seconds West for a distance of 87.85 feet to an Iron

Pin Set, said point being the TRUE POINT OF BEGINNING.

Said property contains 0.357 acres.

L A N D D E S C R I P T I O N

Tract Two

All that tract or parcel of land lying and being in The City of Norcross, Land Lot 253 of the 6th Land District, Gwinnett County, Georgia and being more particularly described as follows:

To find The Point of Beginning, commence at the intersection of the Northerly Right-of-Way of West Peachtree Street

(Right-of-Way Varies) and the Easterly Right-of-Way of Langford Drive (apparent Right-of-Way Varies, if extended to form a Point, said point marked by a P.K. Nail Found; THENCE leaving said Point along a curve to the right having a radius of 6,695.14 feet and an arc length of 30.16 feet, being subtended by a chord of North 60 degrees 45 minutes 44 seconds East for a distance of 30.16 feet to a ½” Rebar Found on the Northerly Right-of-way of West Peachtree Street; THENCE continuing along said Right-of-Way, along a curve to the right having a radius of 6,695.14 feet and an arc length of 64.73 feet, being subtended by a chord of North 59 degrees 59minutes 30 seconds East for a distance of 64.73 feet to a ½” Rebar Found, said point being THE TRUE POINT OF

BEGINNING.

THENCE from said point as thus established and leaving said Right-of-Way, North 30 degrees 00 minutes 49 seconds West for a distance of 61.31 feet to a ½” Rebar Found; THENCE North 47 degrees 56 minutes 59 seconds East for a distance of 113.16 feet to a ½” Rebar Found; THENCE South 33 degrees 04 minutes 55 seconds East for a distance of 86.59 feet to Point on the aforesaid Northerly Right-of-Way of West Peachtree Street; THENCE continuing along said Right-of-Way, along a curve to the left having a radius of 6,695.14 feet and an arc length of 115.32 feet, being subtended by a chord of South 60 degrees 45 minutes 44 seconds West for a distance of 115.32 feet to a ½” Rebar Found, said point being the TRUE POINT OF BEGINNING.

Said property contains 0.192 acres.

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GATE

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FO

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18"RCP

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18"CMP

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18"CMP

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18"CMP

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18"CMP

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18"CMP

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B.O.C.

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EX. MH UNABLE TO OPEN

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5' CHAINLINK FENCE

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1"OTP FOUND AT ANGLE IRON & FENCE POST

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1/2"REBAR FOUND WITH CAP (RLS 2772) (0.26'S.E.)

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3/4" SOLID BAR FOUND

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1/2"REBAR FOUND WITH CAP (RLS 2772)

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1/2"REBAR FOUND DISTURBED AT ANGLE IRON

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1/2"REBAR FOUND WITH CAP (RLS 2772)

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1/2"REBAR FOUND WITH CAP (RLS 2772)

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6' WOODEN FENCE

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6' CHAIN LINK FENCE

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6' CHAIN LINK FENCE

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6' CHAIN LINK FENCE

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6' CHAIN LINK FENCE

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6' CHAIN LINK FENCE

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POWER TRANSFORMER

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TIMBER WALL

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1/2"REBAR FOUND

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1/2"REBAR FOUND WITH CAP (RLS 2772)

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1/2"REBAR FOUND

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1/2"REBAR FOUND

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1/2"REBAR FOUND

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1/2"REBAR FOUND

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1/2"REBAR FOUND

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AXLE FOUND

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2"OTP FOUND (0.48'N.E.)

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3/4"OTP AT SQUARE TUBE FOUND

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1/2"REBAR FOUND

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2"OTP N11°16'39"W-0.94' FROM 3/4"OTP

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1.5' STONE WALL

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1.5' STONE WALL

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STONE COLUMN

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3' CONCRETE SIDEWALK

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CONCRETE DRIVE

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CONCRETE DRIVE

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CONCRETE DRIVE

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CONCRETE DRIVE

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EXISTING ONE STORY BLOCK PUMP/ CONTROL BUILDING

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EXISTING WATER STORAGE TANK

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ASPHALT DRIVE

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ASPHALT PAVING

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ASPHALT PAVING

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ASPHALT PAVING

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ASPHALT PAVING

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24" ROLLBACK CURB

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24" ROLLBACK CURB

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AutoCAD SHX Text N31°22'17"W

AutoCAD SHX Text 49.85'

AutoCAD SHX Text N33°36'56"W

AutoCAD SHX Text 49.21'

APPROXIMATE SEWER LINE DIRECTION

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APPROXIMATE LAND LOT LINE

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LAND LOT 253

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LAND LOT 244

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APPROXIMATE LAND LOT LINE

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LAND LOT 253

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LAND LOT 244

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GUARDRAIL

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1/2"REBAR FOUND

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STONE MAILBOX

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N/F 6253 022 BERNARDO FULLEDA D.B.52530, PG.518 ZONED R-75

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N/F 6253 143 LONNIE CONNER AND MARY E. CONNER D.B.12523, PG.190 ZONED R-75

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N/F 6253 145 LONNIE CONNER D.B.53712, PG.702 ZONED R-75

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N/F 6253 030 IDA MAE COTHRON ZONED R-75

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N/F 6253 027 CITY OF NORCROSS D.B.51102, PG.627 P.B.125, PG.12 ZONED R-65

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N/F 6253 026 CITY OF NORCROSS D.B.51102, PG.627 P.B.125, PG.12 ZONED R-65

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N/F 6253 262 CITY OF NORCROSS D.B.51102, PG.632 P.B.125, PG.12 ZONED R-65

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N/F 6253 003 LULA M. DOUGLAS ZONED R-75

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N/F 6253 125 PLDSPE, LLC D.B.49583, PG. 82 ZONED M-1

23.74'

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STONE COLUMN

AutoCAD SHX Text 131.10'

AutoCAD SHX Text 71.10'

AutoCAD SHX Text N32°41'56"W

AutoCAD SHX Text 197.36'

AutoCAD SHX Text 60.00'

AutoCAD SHX Text N60°13'50"E

AutoCAD SHX Text SLOPE EASEMENT PER. CIVIL ACTION FILE No. 78-A-1944.

AutoCAD SHX Text ROADWAY EASEMENT PER. CIVIL ACTION FILE No. 78-A-1944.

AutoCAD SHX Text 10' DRAINAGE EASEMENT PER. CIVIL ACTION FILE No. 78-A-1944.

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CLOSURE=1:1,742,892

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CLOSURE=1:1,771,134

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BOUNDARY LINE AGREEMENT PER DEED BOOK 2745, PAGE 270

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T-POST FOUND 10.67' BACK

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R/W INTERSECTION, IF EXTENDED TO FORM A POINT

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AutoCAD SHX Text N51°20'21"E

AutoCAD SHX Text 348.93'

AutoCAD SHX Text N51°33'34"E

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6' CHAIN LINK FENCE

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N/F JAMES RHODES WEST PEACHTREE ST. PROPERTY SUBDIVISION P.B.125, PG.12

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N/F CITY OF NORCROSS D.B.1581, PG.11

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6' WOOD FENCE

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CONC. SIDEWALK

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IPS

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1/2" RBF

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1/2"RBF

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1/2"RBF

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1/2"RBF

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1/2"RBF

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1/2" RBF

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1/2"RBF

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PK NAIL FOUND

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CLOSURE=1:3,450,656

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1/2" RBF

AutoCAD SHX Text FILE PATH: E:\PROJECTS\2017\17231-SV-NORCROSS WATER TANK\DWG\17231_BOUNDARY SURVEY.DWG - DONNY JAMES

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11/21/2017 11:37 AM

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PLOT DATE:

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CRD: 13104

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CI

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DI/GI

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DROP INLET/GRATE INLET

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LLL

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TRUE POINT OF BEGINNING

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TPOB

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CONTROL POINT

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BENCH MARK

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NOW OR FORMERLY

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SOUTHERN BELL MANHOLE(COMMUNICATION MH)

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LIMITED ACCESS

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TREE

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FLOOD HAZARD ZONE LIMITS

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DITCH / DRAIN CENTERLINE

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BRANCH / CREEK / STREAM CENTERLINE

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FENCE LINE

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WATER LINE / PIPE

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STORM SEWER PIPE

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SANITARY SEWER LINE

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UNDERGROUND CABLE COMMUNICATION LINE

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CABLE T.V. LINE

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GAS LINE

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UNDERGROUND TELEPHONE LINE

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TELEPHONE LINE

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UNDERGROUND POWER

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POWERLINE

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PROPOSED CONTOUR ELEVATION

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EXISTING CONTOUR ELEVATION

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PROPOSED GROUND ELEVATION

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EXISTING GROUND ELEVATION

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GAS VALVE

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WATER METER

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WATER VALVE

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FIRE HYDRANT

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GRATE INLET

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HEADWALL

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JUNCTION BOX

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CATCH BASIN

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MANHOLE

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POWER POLE OR UTILITY POLE

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LIGHT POLE

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VITRIFIED CLAY PIPE

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POLYVINYLCHLORIDE PIPE

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DUCTILE IRON PIPE

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REINFORCED CONCRETE PIPE

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CORRUGATED METAL PIPE

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EDGE OF PAVEMENT

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FINISHED FLOOR ELEVATION

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INVERT ELEVATION

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ELEVATION

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POINT OF BEGINNING

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DEED BOOK / PAGE

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PLAT BOOK / PAGE

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PARCEL IDENTIFICATION NUMBER

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TOP OF CURB

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BACK OF CURB

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CURB & GUTTER

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DRAINAGE EASEMENT

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SANITARY SEWER EASEMENT

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RIGHT-OF-WAY

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BUILDING LINE

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CENTERLINE

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PROPERTY LINE

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LAND LOT

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LAND LOT LINE

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DRILL HOLE

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MARKED TREE

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CRIMP TOP PIPE

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TEMPORARY BENCHMARK

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BENCHMARK

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OPEN TOP PIPE

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CONCRETE MONUMENT FOUND

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IRON PIN FOUND

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IRON PIN SET (1/2" REBAR)

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SS

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UC

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CTV

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UT

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UP

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GV

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WM

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WV

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FH

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HW

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JB

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CB

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MH

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PP

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LP

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VCP

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PVC

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DIP

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RCP

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CMP

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EOP

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FFE

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IE

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ELEV

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POB

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DB/PG

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PB/PG

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PIN

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TOC

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BOC

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LL

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DH

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MT

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CTP

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TBM

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BM

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OTP

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CMF

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IPF

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IPS

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NL

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NAIL FOUND

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PK NAIL SET

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PKS

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WEST PEACHTREE ST

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LANGFORD DR

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HUNTER ST

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KELLY ST

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BUFORD HIGHWAY

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SOUTH PEACHTREE ST

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THRASHER ST

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PETERSON PL

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PACIFIC DR

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JIMMY CARTER BLVD

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TO I-85

TO PEACHTREE PKWY

PRD