Survey of the Lawn.pdf
PDF 2 MB Posted
- Solicitation number
- PE-64450-NONST-2026-000000009
- Issued by
- Dekalb County, Georgia
About this file
This is a boundary survey document prepared by Prime Engineering, Inc. for the City of Stone Mountain, Georgia, depicting the property lines and site details for "The Lawn on Main" project located at 5305 and 5327 West Mountain Street in Stone Mountain, Dekalb County, Georgia. The survey encompasses two parcels totaling approximately 3.47 acres (Tract A: 3.02 acres and Tract B: 0.45 acres) and was conducted on October 9-10, 2023, with certification dated October 17, 2023 by registered Georgia Land Surveyor Byron D. Henning (License No. 1909). The survey identifies existing site features including a one-story masonry building that encroaches into the right of way, a metal building with overhang, chain link fencing, asphalt roads, utility infrastructure (water valves, fire hydrant, power poles, light poles, water meters, and sanitary manhole), and landscape elements (trees). The property is bounded by Manor Drive (30-foot right of way), West Mountain Street (60-foot right of way), Ridge Street (40-foot right of way), and the Georgia Railroad (100-foot right of way).
The survey establishes precise legal descriptions for both tracts with detailed metes and bounds, indicating closure precision of one foot in 236,610 feet using a Trimble S6 Robotic Total Station. The site is not located within a 100-year flood hazard area according to the Flood Insurance Rate Map (FIRM) for Dekalb County, Georgia (Community Panel No. 13089C0091K, effective December 8, 2016). All iron pins set during the survey are identified as half-inch rebar with caps. The document includes a vicinity map showing the site's location relative to Interstate highways 20, 75, 85, 285, 575, and 675, and notation that this plat is a retracement of existing parcels without subdivision or creation of new parcels.
View the file
Other files
| File | Type | Posted |
|---|---|---|
| Stone_Mountain_Development_Advisor_RFP_ Final.docx | DOCX document | |
| 345.png | PNG image | |
| 3456.png | PNG image | |
| LAWN on main 232.png | PNG image | |
| Scoring Card_ Stone Mountain Lawn on Main.docx | DOCX document |
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
MANOR DRIVE
( 30' RIGHT OF WAY )
WEST MOUNTAIN STREET
( 60' RIGHT OF WAY )
R
ID
G E
ST
R
EE
T
( 4 0'
R
IG
H T
O F
W
AY
G
EO
R G
IA R
AILR
O
AD
( 100' R
IG
H T O
F W
AY )
J
I
H
G
F
E
D
C
B
A
D R
AW
IN
G T
IT
LE
PR
O
JE
CT
D
AT
E:
CH
EC
K
ED
B Y
PR
O
JE
CT
N U
M
BE
R
PR
EP
AR
ED
F O
R
D R
AW
IN
G S
CA
LE
D R
AW
IN
G D
AT
E
D R
AW
IN
G N
U M
BE
R
D
ES
IG
N
ED
B
Y
D R
AW
N
B Y
P
R
IM
E
EN
G
IN
EE
R
IN
G
, I N
C.
Sc al es
, a s st at ed h er eo n, a re va lid o n th e or ig in al d ra wi ng ; t he d im en si on s of wh ic h ar e b y in ch es
. T he se s ca le s, no te d he re on , a re h er eb y ch an ge d by th e ra tio o f t he o ve ra ll sh ee t d im en si on s of th e pr in t t o co rr es po nd in g di m en si on s of th e or ig in al d ra wi ng
. T hi s dr aw in g is th e pr op er ty o f P
R
IM
E
EN
G
IN
EE
R
IN
G
IN
CO
R
PO
R
AT
ED
a nd is n ot to b e re pr od uc ed o r c op ie d in w ho le o r i n pa rt . I t i s on ly to b e us ed fo r t he p ro je ct an d si te s pe ci fic al ly id en tif ie d he re in an d is n ot to b e us ed o n an y ot he r pr oj ec t.
It is to b e re tu rn ed u po n re qu es t.
2 3 4 5 6 7 8 9 10 11 12 13 14
1413121110987654321
SE
AL
N O
R T
H
SI
D E
P A
R K
W A
Y N
W
-4
-7
A T
LA
N
T A
, G E
O R
G
IA
IN
C
O R
P O
R A
T E
D
EN
G
IN
EE
R
IN
G
PR
IM
E
N O
R T
H C
R E
E K
, S U
IT
E
CI
TY
O F
ST
O
N E
M O
U N
TA
IN
W
ES
T M
O U
N
TA
IN
S
TR
EE
T
LA
N D
L O
T
TH
D
IS
TR
IC
T, CI
TY
O F
ST
O
N E
M O
U N
TA
IN
D
EK
AL
B
CO
U N
TY
, G
EO
R
G
IA
BO
U
N D
AR
Y
S U
R
VE
Y
/1
6/
-0
1"
0'
SH
EE
T
O F
JR
E
BD
H
G R
ID
N O R H
G A W E S T
Z O N E
FI
R
ST
B
AP
TI
ST
C
H U
R
CH
O F
ST
O
N E
M O
U N
TA
IN
ATLANTA
INTERSTATE
INTERSTATE
INTERSTATE
INTERSTATE
INTERSTATE
INTERSTATE
INTERSTATE
INTERSTATE
INTERSTAT
E
INTERSTATE
INTERSTATE
SITE
VICINITY MAP
SURVEYORS CERTIFICATION
NO. 1909
B
Y
R
O
N
D
H
E
N
N
I
N
G
L
A
N
S
UR
V
E
Y
O
R
R
E
G
I
S T
E
R
G
O
R G
I
A
AutoCAD SHX Text N/F FIRST BAPTIST CHURCH OF STONE MOUNTAIN PARCEL ID# 1808903001 D.B. 4153 PG. 132 AREA = 131,593 SQ. FT. OR 3.02 ACRES
AutoCAD SHX Text N/F TRUSTEES OF FIRST BAPTIST CHURCH OF STONE MOUNTAIN PARCEL ID# 1808903002 D.B. 6532 PG. 715 AREA = 19,527 SQ. FT. OR 0.45 ACRES
AutoCAD SHX Text
6' CHAIN LINK FENCE
AutoCAD SHX Text
TYPICAL 6" GRANITE CURB
AutoCAD SHX Text
ASPHALT ROAD
AutoCAD SHX Text
ASPHALT ROAD
AutoCAD SHX Text
ASPHALT ROAD
AutoCAD SHX Text P.O.B P.O.C.
AutoCAD SHX Text
ONE STORY METAL BUILDING
AutoCAD SHX Text
METAL BUILDING OVERHANG
AutoCAD SHX Text
ONE STORY MASONRY BUILDING (ENCROACHES INTO RIGHT OF WAY)
AutoCAD SHX Text R/W
AutoCAD SHX Text R/W
AutoCAD SHX Text R/W
AutoCAD SHX Text R/W
AutoCAD SHX Text
P.O.B. IPS
AutoCAD SHX Text
IPS
AutoCAD SHX Text
IPS
AutoCAD SHX Text
IPS
AutoCAD SHX Text
IPS
AutoCAD SHX Text
IPS
AutoCAD SHX Text
DILAPIDATED ASPHALT DRIVE
AutoCAD SHX Text X
AutoCAD SHX Text
IRON PIN FOUND
AutoCAD SHX Text
IPF
AutoCAD SHX Text
LIGHT POLE
AutoCAD SHX Text
WATER VALVE
AutoCAD SHX Text L
AutoCAD SHX Text L
AutoCAD SHX Text
OTP
AutoCAD SHX Text P
AutoCAD SHX Text C
AutoCAD SHX Text
4RB
AutoCAD SHX Text E
AutoCAD SHX Text X
AutoCAD SHX Text
FIRE HYDRANT
AutoCAD SHX Text
POWER POLE
AutoCAD SHX Text
PROPERTY CORNER
AutoCAD SHX Text
OPEN TOP PIPE
AutoCAD SHX Text
PROPERTY LINE
AutoCAD SHX Text
CENTER LINE
AutoCAD SHX Text
1/2" REBAR
AutoCAD SHX Text
MON
AutoCAD SHX Text
IPS
AutoCAD SHX Text
GUY WIRE
AutoCAD SHX Text
OVERHEAD ELECTRIC LINE
AutoCAD SHX Text
FENCE
AutoCAD SHX Text
MONUMENT FOUND
AutoCAD SHX Text
IRON PIN SET
AutoCAD SHX Text
GUY
AutoCAD SHX Text
GUY POLE
AutoCAD SHX Text
TR
AutoCAD SHX Text
TREE
AutoCAD SHX Text
WATER METER
AutoCAD SHX Text
EB
AutoCAD SHX Text
AXLE FOUND
AutoCAD SHX Text
EXISTING ELEC BOX/TRANS
AutoCAD SHX Text
SANITARY MANHOLE (SMH)
AutoCAD SHX Text D
AutoCAD SHX Text Y
AutoCAD SHX Text H
AutoCAD SHX Text S
AutoCAD SHX Text
NF
AutoCAD SHX Text
NAIL FOUND
AutoCAD SHX Text
SIGN
AutoCAD SHX Text
LEGEND
AutoCAD SHX Text
YARD LIGHT
AutoCAD SHX Text
WM
AutoCAD SHX Text
WATER METER
AutoCAD SHX Text
NS
AutoCAD SHX Text
NAIL SET
AutoCAD SHX Text
AutoCAD SHX Text
GRAPHIC SCALE
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text DATES OF FIELD WORK: THE FIELD WORK USED TO RESOLVE AND PRODUCE THIS SURVEY WAS OBTAINED IN THE FIELD ON OCTOBER 9TH, 2023 THROUGH OCTOBER 10TH, 2023.
AutoCAD SHX Text DATUM REFERENCE: GRID NORTH SHOWN HEREON IS BASED ON GEORGIA STATE PLANE GRID NORTH SHOWN HEREON IS BASED ON GEORGIA STATE PLANE GRID NORTH SHOWN HEREON IS BASED ON GEORGIA STATE PLANE COORDINATES DERIVED FROM EGPS OBSERVATIONS.
AutoCAD SHX Text
NOT TO SCALE
AutoCAD SHX Text
THIS BLOCK RESERVED FOR THE
AutoCAD SHX Text
CLERK OF THE SUPERIOR COURT
AutoCAD SHX Text
SCALE: 1"=30'
AutoCAD SHX Text
AXF
AutoCAD SHX Text D.B.
AutoCAD SHX Text
DEED BOOK
AutoCAD SHX Text P.B.
AutoCAD SHX Text
PLAT BOOK
AutoCAD SHX Text FLOOD NOTE: : BY GRAPHIC PLOTTING ONLY, THIS SITE IS NOT WITHIN THE LIMITS OF A IS NOT WITHIN THE LIMITS OF A WITHIN THE LIMITS OF A 100 YEAR FLOOD HAZARD AREA AS PER F.I.R.M. DEKALB COUNTY, GEORGIA (AND UNICORPORATED AREAS), COMMUNITY PANEL NO. 13089C0091K PANEL BEARS AN EFFECTIVE DATE OF DECEMBER 8, 2016.
AutoCAD SHX Text CLOSURE NOTE: : THE FIELD DATA UPON WHICH THIS PLAT IS BASED HAS A CLOSURE PRECISION OF ONE FOOT IN 97,662 FEET AND AN ANGULAR ERROR OF 97,662 FEET AND AN ANGULAR ERROR OF FEET AND AN ANGULAR ERROR OF 01" PER ANGLE POINT AND WAS ADJUSTED BY THE LEAST SQUARES PER ANGLE POINT AND WAS ADJUSTED BY THE LEAST SQUARES RULE. A TRIMBLE S6 ROBOTIC TOTAL STATION WAS USED TO OBTAIN THE LINEAR AND ANGULAR MEASUREMENTS USED IN THE PREPARATION OF THIS PLAT. THIS PLAT HAS BEEN CALCULATED FOR CLOSURE AND IS FOUND TO BE ACCURATE TO WITHIN ONE FOOT IN 236,610 FEET.236,610 FEET. FEET.
AutoCAD SHX Text This plat is a retracement of an existing parcel or parcels of land and does not subdivide or create a new parcel or make any changes to any real property boundaries. The recording information of the documents, maps, plats, or other instruments which created the parcel or parcels are stated hereon. RECORDATION OF THIS PLAT DOES NOT IMPLY APPROVAL OF ANY LOCAL JURISDICTION, AVAILABILITY OF PERMITS, COMPLIANCE WITH LOCAL REGULATIONS OR REQUIREMENTS, OR SUITABILITY FOR ANY USE OR PURPOSE OF THE LAND. 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 Registration for Professional Engineers and Land Surveyors and as set forth in O.C.G.A. Section 15-6-67.
AutoCAD SHX Text
GA. REG. L.S. LIC. NO. 1909 DATED:
AutoCAD SHX Text NOTE: ALL IRON PINS SET ARE " REBAR WITH CAP. ALL IRON PINS SET ARE " REBAR WITH CAP.ALL IRON PINS SET ARE " REBAR WITH CAP.12" REBAR WITH CAP.
AutoCAD SHX Text 10/17/2023
J
I
H
G
F
E
D
C
B
A
D R
AW
IN
G T
IT
LE
PR
O
JE
CT
D
AT
E:
CH
EC
K
ED
B Y
PR
O
JE
CT
N U
M
BE
R
PR
EP
AR
ED
F O
R
D R
AW
IN
G S
CA
LE
D R
AW
IN
G D
AT
E
D R
AW
IN
G N
U M
BE
R
D
ES
IG
N
ED
B
Y
D R
AW
N
B Y
P
R
IM
E
EN
G
IN
EE
R
IN
G
, I N
C.
Sc al es
, a s st at ed h er eo n, a re va lid o n th e or ig in al d ra wi ng ; t he d im en si on s of wh ic h ar e b y in ch es
. T he se s ca le s, no te d he re on , a re h er eb y ch an ge d by th e ra tio o f t he o ve ra ll sh ee t d im en si on s of th e pr in t t o co rr es po nd in g di m en si on s of th e or ig in al d ra wi ng
. T hi s dr aw in g is th e pr op er ty o f P
R
IM
E
EN
G
IN
EE
R
IN
G
IN
CO
R
PO
R
AT
ED
a nd is n ot to b e re pr od uc ed o r c op ie d in w ho le o r i n pa rt . I t i s on ly to b e us ed fo r t he p ro je ct an d si te s pe ci fic al ly id en tif ie d he re in an d is n ot to b e us ed o n an y ot he r pr oj ec t.
It is to b e re tu rn ed u po n re qu es t.
2 3 4 5 6 7 8 9 10 11 12 13 14
1413121110987654321
SE
AL
N O
R T
H
SI
D E
P A
R K
W A
Y N
W
-4
-7
A T
LA
N
T A
, G E
O R
G
IA
IN
C
O R
P O
R A
T E
D
EN
G
IN
EE
R
IN
G
PR
IM
E
N O
R T
H C
R E
E K
, S U
IT
E
CI
TY
O F
ST
O
N E
M O
U N
TA
IN
W
ES
T M
O U
N
TA
IN
S
TR
EE
T
LA
N D
L O
T
TH
D
IS
TR
IC
T, CI
TY
O F
ST
O
N E
M O
U N
TA
IN
D
EK
AL
B
CO
U N
TY
, G
EO
R
G
IA
BO
U
N D
AR
Y
S U
R
VE
Y
LE
G
AL
D
ES
CR
IP
TI
O
N
/1
6/
-0
SH
EE
T
O F
JR
E
BD
H
FI
R
ST
B
AP
TI
ST
C
H U
R
CH
O F
ST
O
N E
M O
U N
TA
IN
TRACT A:
All that tract or parcel of Land Lying and being in Land Lot 89, of the 18th District, City of Stone Mountain, Dekalb County, Georgia and being more particularly described as follows:
Beginning at an iron pin set at the intersection of easterly right of way of Ridge Street (having a 40' right of way) and the southerly right of way of West Mountain Street (having a 60' right of way); Said iron pin set being the POINT OF BEGINNING.
From said POINT OF BEGINNING, Thence along the southerly right of way of West Mountain Street North 82 degrees 44 minutes 11 seconds east for a distance of 293.53 feet along said southerly right of way of West Mountain Street to an iron pin set; Thence leaving said right of way following a curve to the right having a radius of 4003.09 feet and an arc length of 198.14 feet being subtended by a chord bearing of South 09 degrees 39 minutes 03 seconds east for a chord distance of 198.12 feet to a point; Thence South 07 degrees 58 minutes 26 seconds east for a distance of 200.78 feet to an iron pin set on the northerly right of way of Manor Drive (having a 30' right of way); Thence continuing along the northerly right of way of Manor Drive South 82 degrees 33 minutes 49 seconds West for a distance of 362.00 feet to an iron pin set at the intersection of the northerly right of way of Manor Drive (having a 30' right of way) and the easterly right of way of Ridge Street (having a 40' right of way); Thence following the easterly right of way of Ridge Street North 00 degrees 57 minutes 12 seconds East for a distance of 403.95 feet to an iron pin set at the intersection of the easterly right of way of Ridge street and the southerly right of way of West Mountain Street; Said iron pin set being the
POINT OF BEGINNING.
Together with and subject to all legal easements and rights of ways (both public and private). Said parcel contains 131,593 Square Feet or 3.02 acres more or less.
TRACT B:
All that tract or parcel of Land Lying and being in Land Lot 89, of the 18th District, City of Stone Mountain, Dekalb County, Georgia and being more particularly described as follows:
Commencing at an iron pin set at the intersection of easterly right of way of Ridge Street (having a 40' right of way) and the southerly right of way of West Mountain Street (having a 60' right of way); Thence along the southerly right of way of West Mountain Street North 82 degrees 44 minutes 11 seconds east for a distance of 293.53 feet along said southerly right of way of West Mountain Street to an iron pin set; Said iron pin set being the POINT OF BEGINNING.
From said POINT OF BEGINNING, Thence continuing along said right of way North 83 degrees 22 minutes 01 seconds East for a distance of 49.18 feet to an iron pin set on the southerly right of way of West Mountain Street and the Westerly right of way of Georgia Railroad (having a 100' right of way); Thence following the Westerly right of way of Georgia Railroad the following courses: Thence following a curve to the right having a radius of 4117.75 feet and an arc length of 196.81 feet being subtended by a chord bearing of South 09 degrees 36 minutes 46 seconds east for a chord distance of 196.79 feet to a point; Thence South 07 degrees 58 minutes 26 seconds east for a distance of 201.23 feet to an iron pin set at the intersection of the Westerly right of way of Georgia Railroad and the northerly right of way of Manor Drive (having a 30' right of way); Thence following the northerly right of way of Manor Drive South 82 degrees 20 minutes 45 seconds east for a distance of 49.00 feet to an iron pin set on the northerly right of way of Manor Drive (having a 30' right of way); Thence leaving the northerly right of way of Manor Drive North 07 degrees 58 minutes 26 seconds East for a distance of 200.78 feet to a point; Thence following a curve to the left having a radius of 4003.09 feet and an arc length of 198.14 feet being subtended by a chord bearing of North 09 degrees 39 minutes 03 seconds west for a chord distance of 198.12 feet to a point; Said iron pin set being the POINT OF
BEGINNING.
Together with and subject to all legal easements and rights of ways (both public and private). Said parcel contains 19,527 Square Feet or 0.45 acres more or less.
| Sheets and Views |
| Layout1 |
File details come from the government source that posted it. Updated .