HomeMy WebLinkAboutBoundary SurveyLEGAL DESCRIPTION:
(Supplied by Client)
LOTS 6 & 7 OF SUNSET PARK
SUBDIVISION, ACCORDING TO THE
PLAT THEREOF AS RECORDED IN PLAT
BOOK 6, PAGE 18 OF THE PUBLIC
RECORDS OF ST. LUCIE COUNTY, FLORID&
PROPOSED PLOT PLAN
(OUBJEOIT TO dONTRAdTop, HEALTH DEP.. AND BUIE.DINd DEPI'. APPROVAL)
ALL ELEVATIONS SHOM HEREON ARE BASED ON NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD,$8)
-CITY 'WATER & SEPTIC
TAX PARCEL 2430-123-0004-000-3
IN ROAD ELEVATION - 14.10 *�
70' R.O.W. - 30' ASPHALT ROAD
EDWARDS ROAD
TBD EDWARDS ROAD
SCALE: 1"=4o'
Atlantic Land Designs
of the Treasure Coast, LB7468
764 NE Jensen Pooch Bird, Jensen Beach, FL 34957
Mailing Address:
P.O. Box 1421 Je en Beach, FL 34958
L om (772) 398-4290
DATE: 7/23/1 9
DRAWN: JC
2019-0484
DATE:
E SIONS
LAST FIELD DATE:7/22/19
9BREVIATIONS:
T = SET 5/8" IRON REBAR �ITH
LLOW CAP MARKED "PS 5543
= FOUND 5/8 IRON REBAR
iGHT OF WAY
= MEASURED
= PLATTED
= CALCULATED
= R& US OF CURVE
= LENGTH OF CURVE
DELTA OF CURVE
E_= FINISHED_FLOOR ELEVATION
Vti—Vr1—UIY— =
X-X-X- = CHI
0 0 }= PL,
D-0-0- = Wa
CONIC. = CONI
C,P.= CONCRI
Cov,= COVER
® 1VATER ® I
E1Eft I
;1
SURVEYORS NOTES:
1. UNLESS OTHERWISE NOTED 0 ++LY PLATTED EASEMENTS ARE SHO HEREON,
2. ALL LOT DIMENSIONS' SHOj9N ARE PER PLAT UNLESS OTHER i5E SHOWN.
3. NO UNDERGROUND UTILITIES OR IMPROVEMENTS WERE LOCATED UNLESS
T SISSITE
4.THIS S W1THIN FLOOD INSURANCE RATE MAP ZONE X WAPQ
12111C0186 J DATED: 2-16-12.
5, FLOOD ZONE SHOWN HEREON IS AN INTERPRETATION BY THE SURVEYOR
ANDENCY.IS VI& DETERMINATION ACCOURTESY. THE FLOOD ZONE SHOULD BE VERIFIED
6. BEARINGS SHOWN HEREON ARE BASED ON THE EAST LINE OF
LOT 7 AS BEING S 0120'07' E NORTH AMERICAN DATUM 1983
COORDINATES . 1
7. P,U.D.E. DENOTES PUBLIC UTILITIES AND DRAINAGE EASEMENT,
U.E. DENOTES UTILITY EASEMENT.
& THE ACCURACY OF THIS SURVEY IS PREMISED QN THE EXPECTED USE OF
THE SURVEY, THE EXPECTED USE/PURPOSE OF THIS SURVEY IS HOME
CONSTRUCTION. ACCURAcY=9. ADDITIONS OR DELETIONSITO THISFOOTNSURVEY MAP 7.600 FEETBETTER.
ANYONE OTHER THAN
THE SIGNING SURVEYOR IS PROHIBITED WITHOUT WRITTEN CONSENT,
q*LR[Fa
tilled to:
I hereby certify that the suryey shown hereon is true and correct
and isbased on actual meoseur emenls taken in the field. This
Sur y ey meets the Minimum Technical Standards of Chapter 5J-17 �� cee.
Florida adninislrotiye code, ceµ7,r,a�rr
rSM 5543
James A. Cesiro Jr.
NOT VALID WITHOUT AN AUTHENTICATED ELECTRONIC
SIGNATURE AND AUTHENTICATED ELECTRONIC SEAL
sTMOr
CORE DRILL
Use 8000 psi
grout
4
a N 6 01
4 a N+ L
A < UI N
75+'
a
a _
a
8„
IN
GROUND
SHOE MOUNT DETAIL
3 F S 14 TE
WHERE
ATTAC IS NECES
SLAB 11
PLATE FPRODOTERVH
VEDPETRE'EXTOURPENATBOLTS
EA NWIMUN OF 1 1i2.
NOTE: Aluminum Tarts shall be welded with an
inert -gas -shielded arc or resistance welding
process. No weldin¢ process that requires a
welding fluxshall be used. Filler alloys
complyyi1ngg with the requirements of the standard
(FTC 2014) shall be used. All weldinKt
structural aluminum members shah beo
performed by certified welders
Top Cap and
Snap Plate,
%'pickets screw
fastened to snap
plate and bottom
channel, snap
plate screw
fastened to
2'post and post
snap, all w/#IOX1Yz
hex -head
sheet metal screw
ASSEMBLY
2'Post and Snap
screw fastened
to Bottom Channel
w/#IOX1Yz hex -head
sheet metal screw
in
CAST SHOE MOUNT
Snap plate snaps
into 3 sided post
T
2.25 SQ X .095 SLEEVE
WALL MOUNT DETAIL
TWICAL CAST
TOP WALL COUNT
TDP LAP
TOP CAP SLIDES O O
INTO WALL MOUNT
2n.
2 ea. SETS S
TAPPINGG MI eMIN.. IY'
SCREW INTOPENETRATIONCRE
2 1' MIN / INTO CONCRETE
SPACING-
0 0
CHANNEL SLIDES
INTO WALL MOUNT
T
TYPICAL CAS
BOTTOM CHANNEL WALL
MOUNT
2.468X1.219X.051
TOP CAP
.050' .Ol I'
2.016X.050
TOP CAP
SNAP PLATE
066'
a
W
U
U
L
METAL
2X2X.066
3 SIDEDPOST
JL
'�— .0651.795'
1.795X.065
POST SNAP PLATE
STANDARD FENCE SECTION
POOL FENCE SECTION
3/4'
0.038 •a
PT
75X.75X.038
PICKET
1'
0.036
1x1x.036
PICKET
1.625'
I:045
1.625X1X.045
BOTTOM CHANNEL
STANDARD YARD GATE
A
11
OR
2 EACH SELF -CLOSING HINGES i„y,Q0�'^ (�®IYIY-LIAIT
ALL GATE LATCH 7A I{rr@�C I� �N
ALL GATCS FORAPOOL MUSTHAVEL44y�vJl�'"" 0
BOTTOM OF THE GATE.
ON 4FT HIGH POOL GA TES, USE MAGNA LATCH OR AP.��
SAFETYLOCK.
ALL FASTENERS ARE #IOX3/" CERAMIC COATED (NON-CORROS") SCREWS.
1. EXTRUSIONS SHALL USEALLOY 6061-T6 OR 6005-TS
2. THE CONTRACTOR SHALL INSULATE DISSIMILAR METALS TO PREVENT
ELECTROLYSIS.
3. FENCE HEIGHT FOR POOL SHALL BE 48" MINIMUM.
4. FOOTING CONCRETE COMPRESSIVE STRENGTH SHALL BE MIN2,500 PSI
IN 28 DAYS.
5. THIS DESIGNMEETS OR EXCEEDSALLAPPLICABLE REQUIREMENTS
OF 2017FLORIDA BUILDING CODE 6(h EDITION / RESIDENTIAL 1072.1
FENCING
PRINCE
L
OEVELOPMENTGROUP
3608 E. INDUSTRIAL NAY
R.
RIVIERA BEACH, FL 33404
P:561-840-3300
F:561-655-4821
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A4G CPrwe P9 .4 (TNT Sides) ♦ 39»4
4810 rd .PN Re
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Pr PM FL 34983
Lone G
Co,a. Fer9wL
St Luc:�cP:, FL
FF7VCF 1 /5 /201 A