47 & 49 Donner - Final As-Built Survey7 Z I I
LOT 14 3 LOT 15 I LOT 16 I I z ui LOT 17
I; c> I LOT 18"
w
(49.99' FIELD) a z
FOUND 1/2" IRON o z
PIPE, L83672 • SET 1/2" IRON o x 4' CHAINLINK Z
5�.0 PIPE, LB3672 6'x CHAINLINK FENCE FENCE O
0.8' 0.9'
0.1` 1.1 0.1' 50.00' FOUND 1/2"
C IRON PIPE,
L NO CAP
3
M M- ry
VER w X x
VIER
CONE N N CER
OTE u' N
P N
P z x n VER rVER8.0' 3 2 8.0' COTE
N
YARD DRAIN ---I'M YARD DRAIN
TOP = 12.52 N TOP = 12.80 A o YARD DRAIN
u TOP = 12.81
PAD
2 STORFRAME
p DU LEX
d- FINISH13.2ooR 00 2 STORY FRAME
N N CAR�QE008 „ N N n
2DUPLEX
; X, LOT 20
LO cc:
fV [V: N
x LOT 8 LOT 9'
0
a0 LOT 6 < 1.0
I ' 1.0 I - rNi
0 3
U w
m �. z J
O a I N M W3 p
�/ N _N N e7 OD F
ry 0 0.7' ^ X �i c i W U
d 1 16.1' N 16.1' v
CLEAN
-.OUTS o� I
O Q YARD DRAIN
(1 '� T = 12.25 YARD -DR y' _-------
ILL
_ LL x X12.21 12.62 TOP = 12.5
0 _ I 12.6
Q ~
I UND :RGROUND 12.40 x12
ELECTRIC BOX CONCRETE DRIVE
cr_ UNDERGRO ND
0 z1 Q 12.0 12.33 ELECTRIC OX CONCRETE DRIVE
0 319.80'
12.3 D 12.13
FOUN X11.8
1/2" IRON' CLEAN OUT^
PIPE. O CAP WATER SO. QD v
METERS 1 . 50.00'
50.11' FIELD) PIPE.SET tLB3872N �-
50.00'
FOUND 1/2" IRON
BENCHMA K; PIPE L83872
SET MAG AIL DONNERELEVATION
- 11'v,v ,M` NER
.56' DO � ROAD N.A.V.D. 1!;88 DATUM. '
� 30' RIGHT OF WAY PAVED PUBLIC ROAD
D
1. THIS IS A BOUNDARY AND TOPOGRAPHIC SURVEY.
2. NO BUILDING RESTRICTION LINES AS PER PLAT.
3. INTERIOR ANGLES PER `FIELD SURVEY AS FOLLOWS:
A =, 89'5 '43"
B = 90'01'29"
C = '85'0 '10"
D = 94'5 '38" Q.1,0 z0 40
4. NORTH PROTRACTED FROM PLAT.
5. BENCHMARK USED: SCALE: 1" 20'
FOUND "X" CUT ON THE NORTH RIM OF A SANITARY SEWER
MANHOLE IN DONNER ROAD, ACROSS FROM LIFT STATION
APPROXIMATELY 250 EAST OF SURVEYED LANDS.
ELEVATION - 12.26' N.G.V.D. 1929 DATUM AND CONVERTED TO
ELEVATION 11.16' N.A.V.D. 1988 DATUM USING CORPSCON 6.0.1.
SET BENCF MARK AS SHOWN HEREON.
6. ALL ELEVATIONS SHOWN HEREON ARE IN N.A.V.D. 1988 DATUM.
7. ALL FENCES NOT LABELED ARE 6' WOOD, THIS SURVEY WAS MADE FOR THE BENEFIT OF
8. BUILDING TIES ARE TO THE FOUNDATION. 51 DONNER CDL LLC.
THE -PROPERTY SHOWN HEREON LIES IN FLOOD ZONE
"X" (ARE), OUTSIDE THE 0.2% ANNUAL CHANCE
FLOODPLAIN) AS WELL AS CAN BE DETERMINED FROM
THE FLOOD INSURANCE RATE MAP NUMBER 12031 CO408,
REVISED UNE 3, 2013 FOR DUVAL COUNTY, FLORIDA.
"NOT VALID WI HOUT THE SIGNATURE AND DONR W. 8d -TiIVRIGHT. P.S.M.
THE ORIGINAL RAISED SEAL OF A FLORIDA
LICENSED SURVEYOR AND MAPPER." FLOf1DA :LIG SdIRVEYOR and MAPPER No. LS 3295
FLORIDA LIC. SURVEYING & MAPPING BUSINESS No. `LB 3672
CHECKED BY. BOATWRIGHT LAND SURVEYORS INC. DATE:
F aRuaRY 5, 2018
DRAWN BY: SWC
FILE: 2018-0146 1500 ROBERTS DRIVE, JACKSONVILLE BEACH, FLORIDA 241-8550 SHEET 1 OF 1
REF 2017-1163; 2017-657; 2017-0618; 2017-0501
w - _
MAP
SHOWING
SURVEY
OF
LOT 7, BLOCK
16, AS SHOWN ON BUT
NOT INCLUDED
-1N DONNER'S
REPLAT AS
RECORDED IN PLAT
BOOK 19, PAGE
1`6, OF THE
CURRENT
PUBLIC RECORDS OF
DUVAL COUNTY,
'FLORIDA,
7 Z I I
LOT 14 3 LOT 15 I LOT 16 I I z ui LOT 17
I; c> I LOT 18"
w
(49.99' FIELD) a z
FOUND 1/2" IRON o z
PIPE, L83672 • SET 1/2" IRON o x 4' CHAINLINK Z
5�.0 PIPE, LB3672 6'x CHAINLINK FENCE FENCE O
0.8' 0.9'
0.1` 1.1 0.1' 50.00' FOUND 1/2"
C IRON PIPE,
L NO CAP
3
M M- ry
VER w X x
VIER
CONE N N CER
OTE u' N
P N
P z x n VER rVER8.0' 3 2 8.0' COTE
N
YARD DRAIN ---I'M YARD DRAIN
TOP = 12.52 N TOP = 12.80 A o YARD DRAIN
u TOP = 12.81
PAD
2 STORFRAME
p DU LEX
d- FINISH13.2ooR 00 2 STORY FRAME
N N CAR�QE008 „ N N n
2DUPLEX
; X, LOT 20
LO cc:
fV [V: N
x LOT 8 LOT 9'
0
a0 LOT 6 < 1.0
I ' 1.0 I - rNi
0 3
U w
m �. z J
O a I N M W3 p
�/ N _N N e7 OD F
ry 0 0.7' ^ X �i c i W U
d 1 16.1' N 16.1' v
CLEAN
-.OUTS o� I
O Q YARD DRAIN
(1 '� T = 12.25 YARD -DR y' _-------
ILL
_ LL x X12.21 12.62 TOP = 12.5
0 _ I 12.6
Q ~
I UND :RGROUND 12.40 x12
ELECTRIC BOX CONCRETE DRIVE
cr_ UNDERGRO ND
0 z1 Q 12.0 12.33 ELECTRIC OX CONCRETE DRIVE
0 319.80'
12.3 D 12.13
FOUN X11.8
1/2" IRON' CLEAN OUT^
PIPE. O CAP WATER SO. QD v
METERS 1 . 50.00'
50.11' FIELD) PIPE.SET tLB3872N �-
50.00'
FOUND 1/2" IRON
BENCHMA K; PIPE L83872
SET MAG AIL DONNERELEVATION
- 11'v,v ,M` NER
.56' DO � ROAD N.A.V.D. 1!;88 DATUM. '
� 30' RIGHT OF WAY PAVED PUBLIC ROAD
D
1. THIS IS A BOUNDARY AND TOPOGRAPHIC SURVEY.
2. NO BUILDING RESTRICTION LINES AS PER PLAT.
3. INTERIOR ANGLES PER `FIELD SURVEY AS FOLLOWS:
A =, 89'5 '43"
B = 90'01'29"
C = '85'0 '10"
D = 94'5 '38" Q.1,0 z0 40
4. NORTH PROTRACTED FROM PLAT.
5. BENCHMARK USED: SCALE: 1" 20'
FOUND "X" CUT ON THE NORTH RIM OF A SANITARY SEWER
MANHOLE IN DONNER ROAD, ACROSS FROM LIFT STATION
APPROXIMATELY 250 EAST OF SURVEYED LANDS.
ELEVATION - 12.26' N.G.V.D. 1929 DATUM AND CONVERTED TO
ELEVATION 11.16' N.A.V.D. 1988 DATUM USING CORPSCON 6.0.1.
SET BENCF MARK AS SHOWN HEREON.
6. ALL ELEVATIONS SHOWN HEREON ARE IN N.A.V.D. 1988 DATUM.
7. ALL FENCES NOT LABELED ARE 6' WOOD, THIS SURVEY WAS MADE FOR THE BENEFIT OF
8. BUILDING TIES ARE TO THE FOUNDATION. 51 DONNER CDL LLC.
THE -PROPERTY SHOWN HEREON LIES IN FLOOD ZONE
"X" (ARE), OUTSIDE THE 0.2% ANNUAL CHANCE
FLOODPLAIN) AS WELL AS CAN BE DETERMINED FROM
THE FLOOD INSURANCE RATE MAP NUMBER 12031 CO408,
REVISED UNE 3, 2013 FOR DUVAL COUNTY, FLORIDA.
"NOT VALID WI HOUT THE SIGNATURE AND DONR W. 8d -TiIVRIGHT. P.S.M.
THE ORIGINAL RAISED SEAL OF A FLORIDA
LICENSED SURVEYOR AND MAPPER." FLOf1DA :LIG SdIRVEYOR and MAPPER No. LS 3295
FLORIDA LIC. SURVEYING & MAPPING BUSINESS No. `LB 3672
CHECKED BY. BOATWRIGHT LAND SURVEYORS INC. DATE:
F aRuaRY 5, 2018
DRAWN BY: SWC
FILE: 2018-0146 1500 ROBERTS DRIVE, JACKSONVILLE BEACH, FLORIDA 241-8550 SHEET 1 OF 1
REF 2017-1163; 2017-657; 2017-0618; 2017-0501
w - _