61 Dudley St.TREE22-0056 12.28.2022 SCTREE22-0056
NEW CONSTRUCTION
(8.33)(8.49)(8.56)(8.76)(8.78)(9.02)(8.96)(8.83)(8.94)(8.72)(8.38)(8.63)
(8.50)
(8.73)
(8.91)
(9.03)
(9.21)
(9.13)
(8.70)(8.60)
(8.65)
(8.71)
(8.64)(8.69)
(7.25)(7.21)
(7.15)
(8.41)
(9.01)(9.03)
(8.43)(8.65)
(9.08)(9.13)
(8.92)
(9.12)
(8.4)
(8.0)
(7.3)
(7.5)
(7.6)
(3.9)
(4.1)
(4.2)(
5
.
0
8
)
(
5
.
0
3
)
(
5
.
1
3
)(6.99)
(6.98)(6.92)
(8.6)
(9.25)
(9.9)(8.8)(8.5)(8.5)
(7.9)
(8.99)
(6.9)
(8.85)
(7.6)
(8.0)(4.8)
(5.1)
(7.7)(4.5)
(4.3)
(7.3)
(6.9)(4.5)
(6.7)(4.3)
(7.8)(4.1)
(7.4)
(4.0)
(7.1)
(7.3)
(7.7)
(7.6)
17"PALM
16.4"MAG
12.5"MAG
12.2"ELM
12"LL
13.2"LL
16.7"LL
12.3"PECAN
9"RM
11.7"ELM
7.2"+11.9"RM
9.9"RM
13"RM
13.1"RM
9.1"SG
13.1"BAY
29"LO 17.4"+19.95"LO
15.5"PALM
DATE OF FIELD SURVEY
GENERAL NOTES :
06-25-2022
LEGEND
SCALE
P.C. POINT OF CURVATURE
P.T. POINT OF TANGENCY
P.R.C. POINT OF REVERSE CURVE
P.C.C. POINT OF COMPOUND CURVE
P.R.M. PERMANENT REFERENCE MONUMENT
P.C.P. PERMANENT CONTROL POINT
B.R.L. BUILDING RESTRICTION LINE
C/L CENTERLINE
CLF CHAIN LINK FENCE
R/W RIGHT-OF-WAY
O.R. OFFICIAL RECORDS
O/L ON LINE
BREAK LINE
F.F.B. FINISHED FLOOR ELEVATION
1"=20'
R RADIUS
or D DELTA (CENTRAL ANGLE)
A or L ARC LENGTH
C or CH CHORD
CB CHORD BEARING
(R) LINE RADIAL TO CURVE
A/C AIR CONDITIONER
CONC. CONCRETE
FD. FOUND
I.P. IRON PIPE
(M) MEASURED
(D) DEED
(C) CALCULATED
(P) PLAT
FENCE
C.P.W. COMMON PARTY WALL
270.00'(D)
S88°58'43"W 205.40'(C)N01°01'17"W 210.00'(C)S89°16'30"W 205.40'(D)N00°43'30"W 210.00'(D)LOT 8 DONNER'S REPLAT PLAT BOOK 16, PAGES 16-16ALOT 7 DONNER'S REPLAT PLAT BOOK 16, PAGES 16-16ADESCRIBED IN
7, PAGE 1952
LANDS AS DESCRIBED INO.R. 18954, PAGE 753S88°58'43"W 85.49'(M)
S88°58'43"W 50.00'(M)
50'(P)2" I.P.
I.D.)
SET 1/2" I.P. #6715
(WITNESS AT 7.50')
FD. NAIL & DISK #7337
IN TREE ROOT
0.75' NW'LY OF CORNER
FD. 1/2" I.P. (NO I.D.)
5.26' E'LY OF CORNER
FD. NAIL & DISK
#3848
FD. 1/2" I.P.
(ILLEGIBLE)
FD. 1/2" I.P.
#6715
FD. 1/2" I.P.#3672DUDLEY STREET
(50' R/W)
INE
(1) BEARINGS SHOWN HEREON ARE BASED ON
S88°58'43"W FOR THE N'LY RIGHT OF WAY LINE OF
DUDLEY STREET, ACCORDING TO NAD83 (2011)
FLORIDA STATE PLANE, EAST ZONE COORDINATES VIA
RECOVERED MONUMENTATION.
(2) THIS PROPERTY HAS NOT BEEN ABSTRACTED FOR
EASEMENTS, COVENANTS, RESTRICTIONS.
(3) UNDERGROUND UTILITIES SERVING THIS PROPERTY
HAVE NOT BEEN LOCATED OR SHOWN.
(4) THIS PROPERTY APPEARS TO LIE WITHIN FLOOD ZONE
"X" AS SCALED FROM F.E.M.A. FLOOD INSURANCE
RATE MAP PANEL 120075-0408J, DATED 11-02-2018.
N89°13'43"E 95.20'(M)
36" MANHOLE
CABLE RISER
CATCH BASIN
UTILITY LEGEND
EDGE OF ASPHALT
APPROXIMATE
CROWN OF ASPHALT
4' CONC. SIDEWALK
CONC. HEADWALLAPPROXIMATETOP OF BANKAPPROXIMATEEDGE OF WATERCONC.
PARKING ONE STORYBRICK BUILDING #91L1L24' C.L.F.4' CONC. WALKCONC. CURBCONC. HEADWAL
L
LL
LO
SG
RM
LONGLEAF PINE
LIVE OAK
SWEETGUM
RED MAPLE
MAG MAGNOLIA
TREE LEGEND
ABBREVIATION TYPE
2.4'
2.9'
3.3'
4.4'
4.8'
3.9'
1.9'
4.2'8.7'52.4'O/L2.3'O/L7'±
18'±
CONC. HEADWALL
6' WOOD 6' WOODSITE BENCHMARK = 8.58 (NAVD-88)
NAIL AND DISK - NO I.D.L5DESCRIPTION AS FURNISHED:
THAT PART OF GOVERNMENT LOT 3, SECTION 17, TOWNSHIP 2 SOUTH, RANGE
29 EAST, DUVAL COUNTY, FLORIDA, BEING SHOWN AS LOT 7, BLOCK 1, ON
PLAT OF DONNER'S REPLAT, AS RECORDED IN PLAT BOOK 19, PAGE 16 AND
16A OF THE CURRENT PUBLIC RECORDS OF SAID COUNTY, AND BEING MORE
PARTICULARLY DESCRIBED AS FOLLOWS: FOR A POINT OF REFERENCE
COMMENCE AT THE INTERSECTION OF THE EASTERLY RIGHT OF WAY LINE OF
GEORGE STREET (A 50 FOOT RIGHT OF WAY AS NOW ESTABLISHED), WITH THE
SOUTHERLY RIGHT OF WAY LINE OF CHURCH ROAD (A 60 FOOT RIGHT OF WAY
AS NOW ESTABLISHED); THENCE NORTH 89 DEGREES 16'30” EAST, ALONG
SAID SOUTHERLY RIGHT OF WAY LINE, A DISTANCE OF 270.0 FEET TO THE
POINT OF BEGINNING; THENCE CONTINUE NORTH 89 DEGREES 16'30” EAST,
ALONG SAID SOUTHERLY RIGHT OF WAY LINE OF CHURCH ROAD, A DISTANCE
OF 205.4 FEET; THENCE SOUTH 00 DEGREES 43'30” EAST, A DISTANCE OF 210.0
FEET; THENCE SOUTH 89 DEGREES 16'30” WEST, ALONG THE NORTHERLY
RIGHT OF WAY LINE OF DUDLEY STREET (A 50 FOOT RIGHT OF WAY AS NOW
ESTABLISHED), A DISTANCE OF 205.4 FEET; THENCE NORTH 00 DEGREES 43'30”
WEST, A DISTANCE OF 210.0 FEET TO THE POINT OF BEGINNING. BEING THE
SAME LAND AS DESCRIBED IN DEED BOOK 1355, PAGE 136 OF SAID PUBLIC
RECORDS. LESS AND EXCEPT ANY PART RECORDED IN OFFICIAL RECORDS
VOLUME 10213, PAGE 2496, OFFICIAL RECORDS VOLUME 14583, PAGE 125
AND OFFICIAL RECORDS VOLUME 14583, PAGE 127, OF SAID PUBLIC RECORDS.
SUBJECT PARCEL
(VACANT/WOODED LANDS)
9,908 SQUARE FEET± AS-MEASURED
0.23 ACRES± AS-MEASURED
SET 1/2" I.P. #6715(WITNESS AT 7.50')0.6'3.6'
LINE TABLE
LINE #
L1(M)
L2(M)
LENGTH
109.85'
109.88'
DIRECTION
N01°01'17"W
S04°03'03"W
CORNER TO SITE BENCHMARK
LINE TABLE
LINE # LENGTH DIRECTION
L5 21.81' S30°43'17"W
I.P. TO I.P. LINE TABLE
LINE # LENGTH DIRECTION
L3(M)
L4(M)
105.41'
4.47' S04°03'03"W
S04°03'03"WL3L4
LEGEND
EX. ELEVATION
PR. ELEVATION
DRAINAGE FLOW ARROW
172081-0010
RE #: 172081-0010
PRIVATE INDIVIDUAL
LOT GRADING PLAN2220
07/11/22
JKJ
1" = 40'11 2
3
4
5
6
7
8
910
11 12
13
14
15
16
17
18
19
PROPERTY ADDRESS:
POINTS OF INTEREST:
BUYER:
SELLER:
CERTIFIED TO:
CLIENT NUMBER:DATE:
SURVEY NUMBER:
FIELD WORK DATE:REVISION DATE(S):
This is page 1 of 2 and is not valid without all pages.
FLOOD INFORMATION:
1. 4' CONCRETE WALK OVER PROPERTY LINE 2. CONCRETE PARKING1. 4' CONCRETE WALK OVER PROPERTY LINE 2. CONCRETE PARKING1. 4' CONCRETE WALK OVER PROPERTY LINE 2. CONCRETE PARKING1. 4' CONCRETE WALK OVER PROPERTY LINE 2. CONCRETE PARKING
OVER PROPERTY LINE 3. DITCH AND HEADWALL OVER PROPERTY LINEOVER PROPERTY LINE 3. DITCH AND HEADWALL OVER PROPERTY LINEOVER PROPERTY LINE 3. DITCH AND HEADWALL OVER PROPERTY LINEOVER PROPERTY LINE 3. DITCH AND HEADWALL OVER PROPERTY LINE
BO C JONSSON AND KAREN E JONSSON
BO C JONSSON AND KAREN E JONSSON; LANDMARK
TITLE; OLD REPUBLIC NATIONAL TITLE INSURANCE
COMPANY
LMT 17-0997 4/28/2017
FL1704.4133
4/28/2017
BY PERFORMING A SEARCH WITH THE LOCAL GOVERNING
MUNICIPALITY OR WWW.FEMA.GOV, THE PROPERTY APPEARS TO BE
LOCATED IN ZONE X. THIS PROPERTY WAS FOUND IN THE CITY OF
ATLANTIC BEACH, COMMUNITY NUMBER 120075, DATED 06/03/13.
ORDERED BY:
0 DUDLEY STREET ATLANTIC BEACH, FLORIDA 32233
(REV.2 5/1/2017) (REV.1 4/28/2017)
MARIE MABRY 4' C.L.F.6' C.L.F.6' W.F.6' W.F.
CONC. HEADWALL
4' W.F.
P.O.B.P.O.C.
THE INTERSECTION OF THE EASTERLY RIGHT OF
WAY LINE OF GEORGE STREET, WITH THE
SOUTHERLY RIGHT OF WAY LINE OF CHURCH
ROAD
25.0'LC
DUDLEY STREET (50' R/W)
PART OF LOT 7
(NOT INCLUDED)
LOT 8
BLK 1
4' W.F.
TREE
TEL CATV
R/W
4' CONC. S/W
SOUTHERLY RIGHT OF
WAY LINE
1/2" FIP
NO ID
1/2" FIPC
PLS#3672
1/2" FIPC
LBS#3672
1/2" FIP
NO ID
DITCH@ B.C.
@ LOT COR.
B.R. (PER PLAT)
4.1' ON
4.4' ON
3.1' ON 0.4' ON0.2' OFF0.6' OFFO.R.B. 14583
PG. 127
O.R.B. 14583
PG. 125
GEORGE STREET (50' R/W)LOT 3
BLK 1
20.0'ON LINE1/2" FIP
NO ID
W/C
FN&D
LB#3848
LOT 7
PART OF
O.R.B. 12818
PG. 1452NOTES:
FENCE OWNERSHIP NOT DETERMINED
1/2" SIRC
LB7337
56.79' (M)
17281-0000
17281-0020
O.R.B. 10213
PG. 2496
210.0'(D)119.5'(D)
102.00(D)
SW COR
SET N/D
LB#733767.7'PARKING4' CONC. WALK2.9'
3.1'1 STY.RES #911
2
3
1.8'
3.7'
4.0'
PART OF LOT 7
-NOT INCLUDED-PART OF LOT 7-NOT INCLUDED-I hereby certify that this Boundary Survey of the hereon described property has been made under
my direction, and to the best of my knowledge and belief, it is a true and accurate representation
of a survey that meets the minimum technical standards set forth by the Florida Board of
Professional Surveyors & Mappers in Chapter 5J-17 of the Florida Administrative Code.
N
FL1704.4133
BOUNDARY SURVEY
DUVAL COUNTY