1958 Beachside Court SURVEY 01.08.2019MAP SHOWING SURVEY OF'
LOT 24, BLOCK 1, BEACHSIDE, AS RECORDED IN
PLAT BOOK 42, PAGES 14, 14A, 14B, AND 14C OF THE
CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA.
10 20 40
SCALE: 1" = 20'
E IL) 10 C K
7.5' ; 7.5LOT 23
r 115.00' PRIVATE
LOT 2A I I EASEMENT
I
i I I
I I N86'45'41 "E 66.03' (FIELD)
SET 1/24 IRON I
N86'53'43" _ S'>g•74'
PIPE, LBJ672
1 8.9 p y I 6' WOOD FENCE
NOTES:
1
BEACHSIDE COURTi
I CUL—DE—SAC (PAVED PUBLIC ROAD) 1
1
FOUND 1/2" IRON
PIPE, NOT LEGIBLE
10.5
RACK No S23'35'30"E 32.40' (FIELD)
UMNSa? BRICK CHORD=S24'11'30"E 32.38'
C
WALK
ARC=33.12' RADIUS=45.00'
PAD
9.50 BENCHMARK: SET MAGNAIL
DISK, LB3672
22.5 IQ ELEVATION=9.75 (NAVD 88)
N BRICK DRIVEWAY
HOSE
81
12.1 9.8
2 STORY FRAME
RESIDENCE NO. 1958 3
FINISH FLOOR ELEVATION= Y
32.1' 10.48 (NAVD 1988)
uIsA m
I --0.3'
E S89'29'00" N
C
u
p. COVERED
ri PORCH
Y
O VALVE
orn
L0
88.80'
LOT 25
K 1
1. THIS IS A BOUNDARY AND TOPOGRAPHIC SURVEY.
2. BEARINGS BASED ON THE SOUTH LINE OF LOT 24,
BLOCK 1, BEING SOUTH 89'29'00" WEST, AS PER PLAT.
3. NO BUILDING RESTRICTION LINE AS PER PLAT.
4. BENCHMARK: SET MAGNAIL & DISK, LB3672 IN EAST
EDGE OF BRICK DRIVEWAY, ALSO BEING AN EASTERLY
PROPERTY CORNER. ELEVATION=9.75 (NAVD 1988)
5. BENCHMARK SHOWN HEREON WAS ESTABLISHED BY GPS
OBSERVATION IN NAVD 1988 DATUM.
6. GPS RUN USING SPECTRA PRECISION EPOCH 50 1-1/1-2
EQUIPMENT AND TRIMBLE VRS SOFTWARE.
THE PROPERTY SHOWN HEREON LIES IN FLOOD
ZONE 'Y' (AREA OUTSIDE 0.2% ANNUAL CHANCE
FLOODPLAIN) AS WELL AS CAN BE DETERMINED
FROM THE FLOOD INSURANCE RATE MAP NUMBER
122031 CO407J REVISED NOVEMBER 2, 2018 FOR
DUVAL COUNTY, FLORIDA
NOT VALID WITHOUT THE SIGNATURE AND THE
ORIGINAL RAISED SEAL OF A FLORIDA LICENSED
SURVEYOR AND MAPPER."
CHECKED BY:
DRAWN BY: DAF
FILE: 2019-0012
TRANS
P
r --
IN
I D
L
1-
10'X10' JEA
EASEMENT
S24' 13'38"E 17.94' (FIELD)
CHORD=S24' 14'47"E 17.94' CHORD=
RADIUS=25.00'
FOUND 1/2 -IRON
PIPE, NOT LEGIBLE
S05'00'19"E 37.00' (FIELD)
CHORD=S05'01'35"E 37.00'
ARC=37.01' RADIUS=585.00'
A
SET 1/2' IRON
PIPE, LB3672
I
1
I
1 S09'46'51 "E 60.13' (FIELD)
1
CHORD=SO9'47'05"E 60.13'
ARC=60.16' RADIUS=585.00'
1
1
1
1
1
FOUND 5/8" REBAR
NOT LEGIBLE
THIS SURVEY WAS MADE FOR THE BENEFIT OF
ALESCH CONTRACTING, INC, AND
GREGORY J. RfCHTER & AMANDA RICHTER.
DONN OATWRfGHT, P.S.M.
FLORIDA UC. --SUR - VEYOR and MAPPER No. LS 3295
FLORIDA LIC. SURVEYIG & MAPPING BUSINESS No. LB 3672
BOATWRIGHT LAND SURVEYORS, INC.
1500 ROBERTS DRIVE, JACKSONVILLE BEACH, FLORIDA 241-8550
DATE:
JANUARY 8, 2019
SHEET 1 OF 1
I
I C)
I
I 0
I z
I
LOT 2B I
o
3 11x.8'
I
io
I WOOD
I .. I DECK
I C I
Ivo00 I
I Iap
Ia I
SHOWS
IID 8.16 B/
OIO
6 0I
J w -n
ion i /off N
INO I
Io0 I
LOT 3A
IZ Z
I
I
I
I
I I
L
FLIN
1 19.8'
0 E 1 rn
0.5--1 LO
SET 1/2"I IRON 1 6' WOOD FEN(
PIPE, LB3672
i
1
I
I' I
I
7.5
I-15.00'
7.5'
I'
PRIVATE
II
LOT 3 B I
EASEMENT
I
E3 1 Ll
I
10
NOTES:
1
BEACHSIDE COURTi
I CUL—DE—SAC (PAVED PUBLIC ROAD) 1
1
FOUND 1/2" IRON
PIPE, NOT LEGIBLE
10.5
RACK No S23'35'30"E 32.40' (FIELD)
UMNSa? BRICK CHORD=S24'11'30"E 32.38'
C
WALK
ARC=33.12' RADIUS=45.00'
PAD
9.50 BENCHMARK: SET MAGNAIL
DISK, LB3672
22.5 IQ ELEVATION=9.75 (NAVD 88)
N BRICK DRIVEWAY
HOSE
81
12.1 9.8
2 STORY FRAME
RESIDENCE NO. 1958 3
FINISH FLOOR ELEVATION= Y
32.1' 10.48 (NAVD 1988)
uIsA m
I --0.3'
E S89'29'00" N
C
u
p. COVERED
ri PORCH
Y
O VALVE
orn
L0
88.80'
LOT 25
K 1
1. THIS IS A BOUNDARY AND TOPOGRAPHIC SURVEY.
2. BEARINGS BASED ON THE SOUTH LINE OF LOT 24,
BLOCK 1, BEING SOUTH 89'29'00" WEST, AS PER PLAT.
3. NO BUILDING RESTRICTION LINE AS PER PLAT.
4. BENCHMARK: SET MAGNAIL & DISK, LB3672 IN EAST
EDGE OF BRICK DRIVEWAY, ALSO BEING AN EASTERLY
PROPERTY CORNER. ELEVATION=9.75 (NAVD 1988)
5. BENCHMARK SHOWN HEREON WAS ESTABLISHED BY GPS
OBSERVATION IN NAVD 1988 DATUM.
6. GPS RUN USING SPECTRA PRECISION EPOCH 50 1-1/1-2
EQUIPMENT AND TRIMBLE VRS SOFTWARE.
THE PROPERTY SHOWN HEREON LIES IN FLOOD
ZONE 'Y' (AREA OUTSIDE 0.2% ANNUAL CHANCE
FLOODPLAIN) AS WELL AS CAN BE DETERMINED
FROM THE FLOOD INSURANCE RATE MAP NUMBER
122031 CO407J REVISED NOVEMBER 2, 2018 FOR
DUVAL COUNTY, FLORIDA
NOT VALID WITHOUT THE SIGNATURE AND THE
ORIGINAL RAISED SEAL OF A FLORIDA LICENSED
SURVEYOR AND MAPPER."
CHECKED BY:
DRAWN BY: DAF
FILE: 2019-0012
TRANS
P
r --
IN
I D
L
1-
10'X10' JEA
EASEMENT
S24' 13'38"E 17.94' (FIELD)
CHORD=S24' 14'47"E 17.94' CHORD=
RADIUS=25.00'
FOUND 1/2 -IRON
PIPE, NOT LEGIBLE
S05'00'19"E 37.00' (FIELD)
CHORD=S05'01'35"E 37.00'
ARC=37.01' RADIUS=585.00'
A
SET 1/2' IRON
PIPE, LB3672
I
1
I
1 S09'46'51 "E 60.13' (FIELD)
1
CHORD=SO9'47'05"E 60.13'
ARC=60.16' RADIUS=585.00'
1
1
1
1
1
FOUND 5/8" REBAR
NOT LEGIBLE
THIS SURVEY WAS MADE FOR THE BENEFIT OF
ALESCH CONTRACTING, INC, AND
GREGORY J. RfCHTER & AMANDA RICHTER.
DONN OATWRfGHT, P.S.M.
FLORIDA UC. --SUR - VEYOR and MAPPER No. LS 3295
FLORIDA LIC. SURVEYIG & MAPPING BUSINESS No. LB 3672
BOATWRIGHT LAND SURVEYORS, INC.
1500 ROBERTS DRIVE, JACKSONVILLE BEACH, FLORIDA 241-8550
DATE:
JANUARY 8, 2019
SHEET 1 OF 1