HomeMy WebLinkAboutform board surveyLEGAL DESCRIPTION:
(Supplied by Client)
LOT 46 IN BLOCK 50, INDIAN RIVER
ESTATES UNIT 7, ACCORDING TO THE PLAT
THEREOF AS RECORDED IN PLAT BOOK
10, PAGE 75, OF THE PUBLIC RECORDS OF
ST, LUCIE COUNTY, FLORIDA,
ABBREVIATIONS:
SET = SET 5/8" IRON REBAR WITH
YELLOW CAP ARKED "PSP5543
FD = FOUND 5/8 IRON REBAR
IPCP
RIGHT OF WAY
MEASURED
PLATTED
= CALCULATED
= RADIUS OF CURVE
L = LENGTH OF CURVE
D= DELTA OF CURVE
FFE = FINISHED FLOOR ELEVATION
OH -OH -OH- = OVERHEAD WIRES
X -X -X- = CHAINLINK FENCE
-0-0-a= PLASTIC FENCE
0-0-0- = WOOD FENCE
CONC. = CONCRETE
C.P.= CONCRETE PAD
COV.= COVERED
DRAINAGE PROPOSED
AND EXISTING
LOT 22
BLOCK 50
FIFE = 18.65
oil
SURVEYORS NOTES:
1, UNLESS OTHERWISE NOTED ONLY PLATTED EASEMENTS ARE SHOWN HEREON,
2, ALL LOT DIMENSIONS SHOO ARE PER PLAT UNLESS OTHERWISE SHOWN,
3, NO UNDERGROUND UTILITIES OR IMPROVEMENTS WERE LOCATED UNLESS
OTHERWISE SHOWN.
4, THIS SITE LIES WITHIN FLOOD INSURANCE RATE MAP ZONE X MAP#
12111CO281 J DATED: 2-16-12.
5. FLOOD ZONE SHOWN HEREON IS AN INTERPRETATION BY THE SURVEYOR
AND IS PROVIDED AS A COURTESY, THE FLOOD ZONE SHOULD BE VERIFIED
BY A DETERMINATION AGENCY.+
6. BEARINGS SHOWN HEREON ARE BASED ON THE CENTER LINE OF
BIRCH DRIVE AS BEING NOO'00'00"E ACCORDING TO THE PLAT
DESCRIBED HEREON,
7, P,U,D.E. DENOTES PUBLIC UTILITIES AND DRAINAGE EASEMENT,
= U.E, DENOTES UTILITY EASEMENT,
8, THE ACCURACY OF THIS SURVEY IS PREMISED ON THE EXPECTED USE OF
THE SURVEY, THE EXPECTED USE / PURPOSE OF THIS SURVEY IS HOME
CONSTRUCTION. ACCURACY=1 FOOT IN 7,500 FEET OR BETTER,
9, ADDITIONS OR DELETIONS TO THIS SURVEY MAP BY ANYONE OTHER THAN
CITY WATER THE SIGNING SURVEYOR IS PROHIBITED WITHOUT WRITTEN CONSENT.
DRAINAGE PLAN
DRAINAGE PROPOSED x�oV = EXISTING ELEVATION
AND xtih� = PROPOSED ELEVATION
ALL ELEVATIONS SHOWN HEREON ARE BASED ON
NORTH AMERICAN VERTICAL DATUM OF 1988(N,A,V,D,'88)
LOT 45 BLOCK 50 0
FFE = 19.18
SET � N90000'00"E
�.11 x�h1 �Ilr o �h
4298'
POWER
125.00'
�— o
CN x�o
�Iw
N O
25.30'
5.30 l O
O
t\
V �
POLE I
SET ® 30 00' -e6 6
sae FD NAIL
DISK
M IN PLACE FORM BOARDS
2.01' TOP ELEVATION = 19,03
REVISION - 5/27/20 - FORM BOARD TIE IN
00 113 C51t uri UMI V C
SCALE: 1 "=30'
Atlantic Land Designs
of the Treasure Coast, LB7468
754 NE Jensen Beach Blvd, Jensen Beach, FL 34957
Mailing Address:
P.O. Box 1421 Jensen Beach, FL 34958
ALD5543@gmail.com (772) 398-4290
1a
DRAWN: SW\JC
2019-0638
DATE:
REVISIONS
00'
PLOT PLAN
2/26/20
CD
I AST F I FI n nATF •Fi/qq/2(1
CD
A
3.27 4.6
`"
Y 00
33.03'
9.99
a
U
o
x�h1h
V
3.'
CN
O
O
51,97'
L�
O
O
�X
��.
O
O
Z
M
O
X\�h
CORNER
125.000CCUPIEDATER
yah
METER
N90'00'00"E
125.00'
I CATCH
® BASIN
Al
0
�I
0
80' R/W - 20'
ASPHALT ROAD
HOWARD
STREET
REVISION - 5/27/20 - FORM BOARD TIE IN
00 113 C51t uri UMI V C
SCALE: 1 "=30'
Atlantic Land Designs
of the Treasure Coast, LB7468
754 NE Jensen Beach Blvd, Jensen Beach, FL 34957
Mailing Address:
P.O. Box 1421 Jensen Beach, FL 34958
ALD5543@gmail.com (772) 398-4290
DATE: 8-2-19
DRAWN: SW\JC
2019-0638
DATE:
REVISIONS
12/22/19
PLOT PLAN
2/26/20
adjust FFE to health department
I AST F I FI n nATF •Fi/qq/2(1
O
O
O
CDO
O
Z
N
O
(�O
SET
+13,5
O
cD
/ I
FD IRON
ROD
SITE BENCHMARK Y PAINTED
IN ROAD ELEVATION = 16,40
N.A.V.D, '88
Cer t i I ied to: Adams Homes of Northwest Florida, Inc.
I hereby certify that the survey shown hereon is true and correct
and is based on actual meoseurements token in the field. This
survey meets the Minimum Technical Standards of Chapter 5J-17
t M CFslk
Florida administrative Code. ���TlrlcI o
PSM 5543
Digitally signed by James A. Cesiro Jr.
DN: cn=James A. Cesiro Jr., o=Atlantic Land Desi
James A. esir0 Jr. ofthe TC, n,email=Jirns5543@gmad cam, -US s
Date: 2020.052] 15:15:08 -04'00' 1111 L. i 1F
NOT VALID WITHOUT AN AUTHENTICATED ELECTRONIC
SIGNATURE AND AUTHENTICATED ELECTRONIC SEAL